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STRUCTURAL NOTES <br />DESIGN CRITERIA <br />ROOF LOADS <br />DEAD LOAD: 15 psf <br />LIVE LOAD (SNOW): 25 psf <br />GENERAL <br />1. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, <br />AND THE SITE CONDITIONS SMALL BE REPORTED TO THE DESIGNER, <br />WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK <br />DONE BY TIME CONTRACTOR AFTER DISCOVERY OF SUCH <br />DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK, <br />P,. <br />.. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THF_ <br />CONTRACT DRAWINGS. I <br />. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL <br />CONSTRUCTION PROCEDURES. <br />. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR COORDINATING THE <br />WORD OF ALL TRADES AND SHALL CHECK ALL, DIMENSIONS. ALL <br />DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE <br />ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORD. <br />. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING <br />CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT <br />WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS <br />CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE <br />ENGINEER SO THE PROPER REVISIONS MAY DE MADE. MODIFICATIONS <br />TO CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR <br />WRITTEN APPROVAL BY THE ENGINEER. <br />FRAMING LUMBER <br />1. FRAMING LUMBER SHALL.. BE HEM FIR NO, 2 FOR STUDS AND JOISTS, <br />DOUG- FIR NO. 1. FOR BEAD/IS AND POSTS. GRADES ARE TYPICAL <br />UNLESS OTHER WISE NOTED ON PLANS. LUMBER TO BE GRADE <br />MARKED PER WCLIB SPECIFICATIONS. <br />S. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR <br />VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE <br />OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE <br />INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />WA NO N-AWNIM <br />5NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS <br />SPECIFICALLY DETAILED OR APPROVED IN WRITING BY <br />STIUCTU1,9L ENGINEER. <br />& ALL FRAMING HARDWARE TO BE SIMPSON OR APPROVED <br />EQUIVALENT. <br />1. ADHESIVE SHALL ICE FOR WET USE. <br />-111.1111111111111111 1 115111 1111 1,11111.*a <br />CHURCH SECTION @ STEEPLE <br />SCALE: NTS <br />NOTE: STEEPLE & <br />STEEPLE BASE NOT <br />SHOWN FOR CLARITY <br />2x4 BLOCKING IN <br />ADJACENT BAYS <br />(E) TRUSS <br />Permit ##: B1 <br />Site Address° 6110 COLBYAVE <br />Owner: IGLESIA NI CRISTO - <br />EVERT <br />Tenant: IGLESIA ICI CRISTC1 <br />App. Date: 4/18/2018 <br />Proposed Use: WEPLE <br />Description: STEEPLE FOR CHURCIi - <br />IGLESIA NI CRISTO <br />Reviewed By: <br />Bate: <br />a� Office set lob Site Set <br />—Fire./Planning het <br />2x4 SISTERED TO (E) <br />TRUSS <br />STEEPLE FOOT BY OTHERS <br />w/ 5/8" UTA THREADED ROD <br />THRU-BOLT TO BLOCKING <br />BELOW. USE 3/16"x3x3 MIN <br />STEEPLE BASE BY <br />.�. OTHERS <br />(E) ROOF SHEATHING <br />STEEL L3.5x3.5x1/4 w/ (2) <br />1/2" DIA THRU-BOLTS TO <br />TRUSS & BLOCKING. USE <br />STD WASHERS ON OPP <br />SIDE <br />1, BLOCKING <br />CENTERED ON <br />THREADED ROD <br />STEEPLE TO (E) ROOF TRUSS CONNECTION <br />SCALE: NTS <br />THESE DOCUMENTS HAVE NOT HN <br />APPROVED FOR THE ISSUANCE Or <br />PUBLIC WORK, MECHANICAL, �1 <br />SUPPRESSION, ELECTRICAL OR <br />PLUMBING PERMITS <br />NO FINAL <br />MAR 3 0 2022 <br />A 041 1 V ED <br />lglesia Ni <br />Christo Steeple <br />6110 Colby Ave <br />Everett, WA 98203 <br />Inglesia Ni Cbristo <br />Attn: Willem Santos <br />Nabil ., <br />usal-Hayes, PE <br />'7fi <br />Far 1 t _. <br />t <br />@2018 NKi Engineering <br />These drawings are the property of NKN <br />Engineering and are not to be used or reproduced <br />in any manner without prior written permission. <br />visions® <br />Revision Issue Date - - <br />Issue ® Permit <br />Issue ate: `/ y <br />Drawn By.- AKR <br />Chocked By: NKH <br />STRUCTURAL <br />NOTESMET <br />h <br />ILS <br />