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LO <br />66 <br />0 <br />cci <br />0 <br />ROOF FRAMING PLAN( G B <br />G F1 E1 01 C1 {B2 B1 Al A <br />ROOF FRAMING PLANNOTES <br />A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND <br />SCHEDULES. <br />B VERIFY SITE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS, <br />C REFERENCE ARCHITECTURAL DRAWINGS FOR ALL EDGE OF SLAB DIMENSIONS. <br />D CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IF THE <br />EXISTING CONDITIONS DIFFER FROM THE DESIGN DOCUMENTS <br />E CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD OF ANY <br />AND ALL EXISTING STRUCTURAL MEMBERS ARE DAMAGED, ROTTED OR IN <br />DETERIORATED STATE. <br />F WHERE EXISTING CONCRETE TILT PANELS ARE TO BE INFILLED REFERENCE DETAIL <br />B G REFERENCE DETAILS 17/S6.12 AND 18/S6.12 FOR NON -BEARING PARTITION WALL <br />A ANCHORAGE TO WOOD FRAMED ROOF. <br />SITE LEGEND <br />4 ADD NAILING TO EXISTING PLYWOOD SHEATHING IN HATCHED AREA AS <br />FOLLOWS: PANEL EDGES: VIF (E) 8d (NAILS AT 6" OC. ADD (2) 0.131"x2 1/2" <br />NAILS BETWEEN EMERY EXTG NAIL SUCH THAT NEW NAILING PATTERN IS 8d <br />NAILS AT 2" OC. PANEL INTERIOR: VIF (E) 8d NAILS AT 12" OC EW. OPTIONAL <br />ALTERNATIVE TO RENAILING: ADD PLYWOOD SHEATHING TO BOTTOM OF <br />ROOF FRAMING W/ 0.131"x2 1/2" NAILS AT 4" OC AT PANEL EDGES AND 12" OC <br />AT PANEL INTERIOR. <br />8 NEW CANOPY REF DETAILS 19/S6.03 and 20/S6.03. SEE ARCH FOR <br />POLYCARBONATE. <br />18 ADD BLOCKING TO EXISTING SHEATHING PANEL EDGES AND NAIL W/ <br />0.131"x2 1/2" NAILS AT 6" OC TO BLOCKING. CONTRACTOR'S OPTION: ADD <br />BLOCKING BETWEEN ROOF JOISTS AND 1/2" SHEATHING TO BOTTOM OF <br />_ ROOF JOISTS AND NAIL W/0.131"x2 1/2" NAILS AT INTERMEDIATE. <br />34 ADD SIMPSON V810 KNEE BRACE AT END OF GL BEAM CANTILEVER. ATTACH <br />TO (E) GL CROSS TIE OR TO (E) ROOF JOIST. PROVIDE WEB STIFFENERS TO <br />I -JOISTS. <br />37 ADD SIMPSON HD19 ANCHOR EA SIDE OF BEAM W/ 1 1/4" DIA A36 THREADED <br />RODS. REF 64/S6.06 <br />KEY PLAN G B <br />R <br />Qtak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Parkland, OR 97204 <br />503.287.6825 <br />mvw.otak.com <br />� #fy Iry <br />ENGINEERS: <br />17700 SW Upper IBoones Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Penland, OR. I Bend, OR. I Deaver, CO <br />Froelich-engineers.com I FE# 19-T172 <br />CONSULTANT <br />TITLE <br /># DATE DESCRIPTION <br />A 4/17/2020 <br />PLAN REVISIONS <br />B 5/20/2020 <br />PERMIT REVIEW 1 <br />C 5/20/202.0 <br />PLAN REVISIONS <br />D 6/01/2020 <br />PLAN REVISIONS <br />REVISIONS <br />RRR Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />