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11-16-2021 <br />2018 INTERNATIONAL BUILDING CODI <br />FL <br />DEAD <br />LOAD —a <br />LOAD: <br />DECK LIVE LOAD: <br />1350 ,��"q } ' <br />4500 <br />lbs <br />SEE >. _ U LATIO <br />- 1-20 1 <br />iDENTIAL ELEVATORS <br />10 ELEVATORS SHALL BE DESIGNED TO COMPLY NTH ASME A17.1/CSA <br />2. PREPARATION ss DRAWINGSBUT <br />Y <br />OT 2. n r <br />D TO CONSTRUCTION STRUCTURAL CALCULATIONS, RBE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER THE <br />STATE OF WASHINGTON. <br />2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WERE LAP OR SPUCE LOCATIONS ARE NOT <br />. i , : a p INDICATED ON THE CONSTRUCTION LAPS <br />A:fit AND/OR <br />...tip. SPLICES .!.� ,�. B '" �` <br />SHALL 42 '� BE WELL <br />7. WELDED REINFORCING CONFORM ra va' GRADE 600 i, CARBON EQUIVALENT NOT EXCEEDING <br />sE <br />0.55X THE BAR SHALL DEMARCATED AS "WELDABLE' (W). ALL WELDS SHALL FULLY DEVELOP THE REINFORCING STEEL <br />STRENGTH UNLESS NOTED OTHERVASE. ALL REINFORCING STEEL WELDING SHALL BE CONDUCTED PER AWS D1.4 BY A WASO <br />CERTIFIED WELDED PERPENDICULAR REINFORCING <br />tN SHALL CONFORM A184. ALL FIELD WELDING <br />REQUIRES SPECIAL <br />i <br />1. FRAMING LUMBER SHALL, k D <br />4. a1 JOISTS, HEM —FIR£ FOR <br />ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON <br />LUMBER <br />}' SPECIFICATIONS. <br />2 <br />RATEDROOF SHEATHING TO BE 15/32v C—D INT—APA L WD NTH EXTERIOR <br />GLUE, P.I. 24/16 (USE 5—PLY FOR PANELIZED ROOFS). NAIL WITH 8d NAILS AT 6" <br />ON CENTER <br />{ E EDGES :'fir. +h ON CENTER INTERMEDIATE SUPPORTS <br />UNLESS <br />I : p I OTHERWISE. <br />all <br />5. USE DOUBLE JOISTS <br />r UNDER R PARflflONS PARALLEL TO <br />JOISTS UNLESS <br />SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER PARTITIONS <br />PERPENDICULAR TO JOISTS. <br />6. ` ( OR 2x SOLID SAWN LUMBER MINIMUM. <br />7. MAXIMUM MOISTURET SHALL NOT EXCEED 1% FOR ALL STRUCTURAL MEMBERS.1 <br />8. PROVIDE 2X2 WASHERS UNDER ADS AND NUTS OF ALLt, SCREWS <br />BEARING <br />Y- WOOD. <br />9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS OTHERWISE <br />NOTED. LAG BOLT PILOT HOLES SHALL BE PRE —DRILLED TO 60% OF THE NOMINAL <br />DIAMETER OF THE LAG BOLT OTHERWISE NOTED. <br />E. ALL SILL PLATES <br />k.. BOLTED H FOUNDATION <br />1 WITH <br />Y d. MINIMUM <br />g, i. <br />DIAMETER BOLTS SPACED AT 48" MAXIMUM MINIMUM F <br />CONCRETE OR MASONRY). gWHERE <br />OCCUR. <br />.. <br />ll.. ALL FRAMING LUMBER IN CONTACT NTH MASONRY OR CONCRETE SHALL <br />TREATED. E NOTE aR MINIMUM INFORMATION). FOUNDATION BOLTS <br />CONNECTORS <br />I MUST <br />BE <br />HEAVY P Y� 4 R Y, COATING FROM <br />OXIDATION. <br />12. FIELD —CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE PRESERVATIVELY <br />�� 1 1 <br />SHALL BE f <br />�f <br />TREATED ;r THE FIELD IN r t 3: <br />R <br />14. . im STAPLES MAY BE SUBSTITUTED <br />i DIAPHRAGM <br />AND ,i rP E NAILING <br />f WHEN <br />STRUCTURALAPPROVED BY THE <br />APPROVED16. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, OR <br />_ BE <br />OBTAINED <br />om" eED IN WRITING <br />_. ! PRIOR <br />' INSTALLATION. <br />FILL ALL FASTENER <br />-At- HOLES FASTENER AND <br />QUANTITIES AS SPECIFIED BY THE MANUFACTURER. <br />17. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED <br />1® OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTEDFOR PLYWOOD <br />SHEAR PANELS. <br />19. <br />CONTACTTHIS OFFICE PRIOR TO ICHANGES TO THESE DETAILS AND <br />NOTES. <br />Lij <br />Ir- <br />uj <br />o <br />-4- w <br />'�44- w <br />,, gp <br />i ®g g <br />^�"-,«90 <br />z <br />9 ® <br />o� <br />`JI' <br />col/j%/ <br />+ ��s®e® <br />tg$��s <br />343= <br />NOV <br />i 72021 <br />