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0. <br /> LO <br /> f7U <br /> <11> <br /> ,, <br /> JOHNSON B .UNDINC <br /> E)0,1 <br /> Lo <br /> 15200 52nd Ave. South <br /> N <br /> Suite 300 <br /> Seattle, WA 98188 <br /> Phone 206.766.8300 <br /> www.johnsonbraund.com <br /> ARCHITECTURE <br /> INTERIOR DESIGN <br /> Greg L.Allwine,AIA <br /> Jeffrey A.Williams,AIA <br /> PORTER <br /> SfEATHING PER PLAN NOTE 1 JOISTS PER PLAN NOTE 2 �L �► ��� S9 L E <br /> INSTALL ECC SERIES i - _ <br /> POST CAPS, TYPICAL <br /> \ 4: <br /> 1, ROOF SHEATHING SHALL 3/4" PLYY'IOOD (PANEL SPAN RATING 32/16). 801 SECOND AVENUE-SUITE 900 <br /> NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM <br /> BOUNDARIES, STRUTS, BLOCKING, AND SHEAR MALLS BELOW Yd/ 10c P: 06/343a0460 <br /> F: 206/343-569 <br /> GL 63/4x12 6"��. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 1®d 12"� , SEATTLE,WA 91 104 <br /> GL 63/4x12 — J GL 63/4x12 U.O.N. INSTALL PANEL EDGE CLIPS PER GENERAL STRUCTURAL NOTES A CONSULTING <br /> AT ALL UNFRAMED, UNBLOCKED PANEL EDGES. STRUCTURAL AND NIL <br /> �, ENGINEERING CORPORATION <br /> s GL 63/�x12 RIDGE I-� - — — - <br /> l . _ _ A �� L 2. ROOF FRAMING SHALL BE 2x6 HEM-FIR `� RAFTERS 24"oc. <br /> PT 6x6 KING POST 16 PT 6x6 KING POST ? <br /> /1-,---, GL 63/�x12Y �Asi A <br /> 56.01.N- <br /> 4- LEGEND: <br /> 0 :LI 4 f ;ter ift <br /> INSTALL ECG SERIES <br /> POST CAP AT TOP 4 y <br /> POST BELOW ° :Y' <br /> ( ` �s. <br /> SOT. OF KING POST ��rm�� y , �,� <br /> 4----, SPAN DIRECTION OF JOISTS <br /> 0 <br /> MAIL IOSK ® ROOF F _ ING PLAN <br /> 3/8" 1'-0" <br /> PLAN NOTES: <br /> 1. SLAB-ON-GRADE SHALL BE 4" THIC<, U.O.N. PROVIDE 10 MIL VAPOR BARRIER BELOW SLAB AT <br /> INTERIOR SPACES OVER 4" FREE-DRAINING GRANULAR FILL PER GEOTECHNICAL REPORT. i <br /> SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS. ICU DATE: Issue Date <br /> 2. PROVIDE CONSTRUCTION/CONTROL .OINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO <br /> RECTANGULAR AREAS 144 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE <br /> AND HAVE NO ACUTE ANGLES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JOINT <br /> LOCATIONS MUST BE APPROVED BY THE ARCHITECT. SEE 5/53.01 . <br /> S. TOPS OF ALL EXTERIOR FOOTINGS ON THIS PLAN SHALL BE BURIED BELOW FINISHED GRADE <br /> AS SHOWN IN DETAIL 20/55,02, U.O.N. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL <br /> AS DIRECTED BY OWNER APPROVED GEOTECHNICAL ENGINEER WHERE REQUIRED. CO <br /> kai- <br /> ka ,o� CONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH OF 0 <br /> \✓ 2� ilstQ4 FOOTINGS SHOWN ON THE DRAWIdGS. SEE 10/55.01 FOR STEPS IN FOOTING, WHERE REQUIRED. <br /> 4. SEE ARCHITECTURAL/MEGHANICAL/CIVIL/UTILITIES DRAWINGS FOR UNDERSLAB PIPING. <br /> COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH 14/55.01. <br /> C <br /> w <br /> 0 <br /> - INSTALL ABUSE POST <br /> CO0 co <br /> 5 BASE TO TOP OF SLAB, <br /> colTYPICAL <br /> oo <br /> b <br /> 46 em 0 0 , Oi-o3 , <br /> 40 <br /> ip <br /> a z m ® rt04 <br /> FOOTING MAR< PER 20/55.01 <br /> ® AIL KIOSK ® FOU 3 t` DAT�ION/FLOOR F M I NG PLAN <br /> D POST THIS LEVEL PROJECT 4: S182046-03 0-5 <br /> 3/8"= 1°-0" DRAWN BY: JAT <br /> T <br /> CHECKED BY: GIMP <br /> o <br /> MAIL KIOSK <br /> CD <br /> FOUNDATION o <br /> ix FRAMING PLANS <br /> Ci <br /> 6 <br /> w <br /> PERMIT 9/28/18 <br />