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mm <br />lul <br />Exst. Joist Hangers @ Window Only <br />Exst. 2x8 Floor Joists @ 16" OC <br />9 <br />(2) 1/2" Type X GWB <br />R <br />() 1/2" Type X GWB <br />Window Sill <br />R2 5/8" Type X GV <br />Treated 2x6 <br />2x4 WALL STUDS. HELD SACK 2" TO ALLOW FOR CAVITY - <br />R-21 BATT INSULATION <br />VAPOR BARRIER --� <br />_. 41-411 2-1111 <br />6. � <br />0 <br />7VD <br />Exst. (2) 2x8 Headers <br />2x6 Treated Top Plate <br />X (1 hr Rated) GWB EXST. BASEMENT <br />�I WALL & FOUNDATION <br />11 <br />11 <br />II <br />Ilp <br />II <br />I <br />�11 <br />11 <br />TED BOTTOM PLATE <br />DII <br />11 <br />T. CONCRETE SLAB <br />p III— <br />I- <br />°' e IIIIII <br />a a „ <br />II <br />a I <br />0 <br />III —III III III III —I I a 4 � , I �- <br />111=M _7 -TT r -- <br />I"— <br />® -5hed-6 III <br />(NTS) <br />wait/ ?,Xy �� 16 ,� �.1 rW <br />' SFLOQR, <br />1124 PLYWOOD <br />IBC Table .a(l) SOS tttat the assigned <br />wo <br />DJOIST <br />I <br />I'g )�l time for each layer of / inchType X gypsum� . - <br />' 11 WALLBOARD (2 LAYERS)}€ <br />-ie signed for wood <br />board is 2-5 mi Lites. The tin , as <br />joists, as shown in <br />FIRE EXPOSED SIDE n-nn tee, <br />the assigned times � V layers gyp_ <br />1l2 inch Typo.ysurr� wallboardA 2 minutes <br />1/2 inch hypo X Gpsum wallboard = 25 minutes SUM wallboard nwood joists, I fire relqtstatiee rating <br />oud =Dish 10 minute <br />Combined A.ssa bly Fire Resistance RAnrJ 60 minutes of minutes one houris calculated. <br />O <br />N <br />I <br />3-0 <br />BOMAN BOMAN KEMP CLEAR LEXAN GRATE COVER <br />BOMAN KEMP STEEL SAFETY GRATE <br />I <br />a <br />I <br />I <br />I <br />FINISHED GRADE LINE APPROX. 3" BELOW <br />F SLOPE GRADE AWAY FROM WELL <br />WELL <br />II I <br />= <br />BOMAN & KEMP 5236-60 "EASY —WELL' <br />BOMAN KEMP 4'-0 ESCAPE LADDER <br />�111= <br />(WHEN EXIT HEIGHT EXCEEDS 44") <br />IIIE <br />GRAVEL BASE <br />—- <br />o—III <br />I <br />—IIII_II <br />WELL DRAIN SYSTEM <br />Rl�ILING®TF(PER IRG TAISLE R6® (1)) <br />JOIST TO SILL OR GIRDER <br />TOE NAIL (3)-8d <br />= ICI ICI != <br />BRIDGING TO JOIST <br />TOE NAIL EA. END (2)=8d <br />= I <br />D o o III �I <br />I�IIIII� illll�=IIIIIII <br />SOLE PLATE TO JOIST OR BLK'G <br />STUD TO SOLE PLATE <br />FACE NAIL 16d @ 16"OC <br />TOE NAIL (4)-8d, END NAIL (2) 16d <br />�o � I <br />TOP PLATE TO STUD <br />END NAIL (2)-16d <br />DOUBLE STUDS <br />FACE NAIL 16d @ 24" OC <br />I <br />DOUBLE TOP PLATES <br />FACE NAIL 16d @ 16" OC <br />L®®!W1 <br />CONTINUOUS HEADER, TWO PIECES <br />16d @ 16" OC ALONG EA. EDGE <br />_J <br />Min. T ceiling height t® r R305.1 J <br />BUILT-UP HEADER, TWO PIECES <br />W/ 1/2" SPACER 16d @ 16" OC ALONG EA. EDGE <br />No �/ ceiling Insulation. <br />TOP PLATES, LAPS AND INTERSECTIONS <br />FACE NAIL (2)-16d <br />CEILING JOISTS TO PLATE <br />TOE NAIL (3)-8d <br />CONTINUOUS HEADER TO STUD <br />TOE NAIL (4)-8d <br />R2 <br />CEILING JOISTS, LAPS OVER PARTITIONS <br />CEILING JOISTS TO PARALLEL RAFTERS <br />FACE NAIL (3)-1®d <br />FACE NAIL (3)-10d <br />R2 <br />RAFTER TO PLATE <br />1" BRACE TO EACH STUD AND PLATE <br />TOE NAIL (2)-16d <br />FACE NAIL (2)-8d <br />6d <br />BUILT-UP CORNER STUDS <br />10d @ 24" OC <br />sve <br />2" PLANKS <br />(2)-16d @ EA.BRG. <br />Ceiling I ratedI I <br />NOTE:1 <br />1/2"PLYWOOD ROOF AND WALL <br />SHEATHING <br />EDGES 8d @ 6" OC <br />INTERMEDIATE 8d @ 12" OC <br />Kitchen Iductingdirectly exteriorINTERMEDIATE <br />3/4" PLYWOOD SUBFLOOR <br />EDGES 8d @ 6" OC <br />8d @ 12" OC <br />Membrane Penetrations: Per IRC� SectionI 2 <br />2x MULTIPLE JOISTS - STAGGER @ 15" OC <br />W/(2) @ EA. END OR SPLICE <br />AllI I I I I , I I <br />i <br />(3) OR <br />(4) OR MOREFEWE16d NAILS 1/2" DIA M.B. W/ STANDARD NUTAND WASHERS <br />caulked with Firestop 814+ (or equivalent) <br />ERAINNTE� <br />a <br />R2 I I I , I I <br />PROVIDE DOUBLE JSTS. UNDER ALL WALLS RUNNING PARALLEL <br />TO JOISTS. <br />23 <br />I I I , I , <br />PROVIDE POSITIVE VENTILATION AT EA. END OF EA. RAFTER <br />SPACE AT VAULTED CEILING AREAS. <br />applications. It is designedpenetrations' in 1 and 2 <br />hour <br />PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER <br />woodgypsum and concrete floor and wall ® <br />9 assembliesPROVIDE <br />I.B.C. SEC. R502.12. <br />POSITIVE CONECTIONS AT EACH <br />END OF ALL POSTS AND <br />COLUMNS TO RESIST LATERAL DISPLACEMENT <br />CITY OF EVERETT <br />REVIEWED FOR PEERMIT <br />2 <br />F a <br />l� <br />NA <br />ci <br />C <br />M <br />> <br />® <br />6� <br />� x <br />S <br />Y <br />4; <br />� <br />e t <br />k <br />dJ <br />r <br />R, <br />1 <br />1 <br />F P13% <br />' mz �✓Ka , � <br />r �; <br />