Laserfiche WebLink
2 X 6 CAP RAILINS EASE <br />EDGE - 36" HT, I,ND <br />HANDRAIL SHALL .5E PROVIDED <br />ON AT LEAST ONE 51DE OF EACH <br />CONTINUOUS RUN OF TREADS OR <br />FLIGHT W/ 4 OR MORE RISERS <br />PER R311.5.6 IRC. <br />FACE OF STRUCTURE <br />2 X 2's a 5" o.c. <br />4 X 4 POSTS a 48" o.c. (UNO) <br />I X 4 EA. SIDE <br />TOP 4 BTM. <br />2 X /v P.T. DECKING (UNO) <br />(2) 5/0, MB <br />BOLTS THRU <br />POSTS AND <br />BLK'G. <br />RIM 4 BLOCK <br />PT 2x6 HF2 DECK <br />JOISTS a 16" O.G. <br />2 X P.T. LEDGER W/ —' <br />P.T, 4x& DF2 5' MAX <br />SIMPSON J5T HANGERS, <br />COLUMN CAP OR <br />NAIL HGR'S 16d NAILS <br />TIE TO POST W/ IX4 <br />THRU LEDGER <br />SCAB TIES OR EaUAf <br />P.T. 4x4 POST W/ <br />COLUMN BASE <br />MTL ANCHOR ON <br />CONC. FTG. PADS <br />-III—III-I <br />I <br />� <br />I <br />I -III <br />—I <br />I (.—III—I <br />I —III—I <br />I. —I <br />3/4"= i' -ID" <br />5/8" TYPE 'X' GWB a — <br />UNDERSIDE OR STAIRS <br />(3) 2 X 12 STRINGERS — <br />RAILING WHERE OCCUR <br />SPACED SO THAT A 4' <br />SPHERE CANNOT PA55 <br />THRU <br />2 X 4 KICKER <br />PT 2X LEDGER BEAM <br />PT DECK J5T OR RAFTER <br />W/ J5T HGRS PER PLAN <br />II o II II of <br />1/2' x 4 1/2' MIN 6D62.5 LAG SCREWS —3 PROVIDE 4-16d GALV NAILS <br />W/ FLAT WASHERS a 16' O.C. <br />a HIGH 4 LOW LOCATIONS <br />ALTERNATE HIGH 4 LOW LOCATION <br />THRU RIM JST OR STUDS <br />THRU RIM JOIST OR STUDS <br />LED(S;EfR <br />DETAIL. <br />NTS <br />'r lrZg 5�r�aBl�r�v,J 'D�STRNZ-�- <br />4 <br />U 1-1/2' - 2' CONTINUOUS <br />HANDRAIL 34"-38' <br />Z RETURN ENDS TO WALL <br />c0 � <br />m � <br />2' TREAD X <br />TYPICAL <br />FINISHED FLOOR m�v <br />r <br />2 X LANDING <br />J5T a 16' o.c. <br />(UNO) cp <br />X <br />— DOUBLE JOIST (UNO) <br />FIRESTOP a MID RUN <br />r- <br />OF STRINGER AND <br />BETWEEN STUDS <br />w <br />_N <br />(X <br />TREADS a 10' MIN. 5 TAlfR T A I <br />DOWNSPOUT ( FLEXIBLE OR <br />RIGID PIPE ) CONNECT TO <br />BLD'G. ROOF DRAIN — <br />SLOPE FINISH GRADE <br />AWAY FROM FOUNDATION <br />29. MIN. (1/4' : 12') <br />4' RIGID, NON -PERFORATED <br />DRAIN PIPE - DO NOT CONNECT <br />WITH FTG. DRAIN LEADER — <br />SILT BARRIER ( BLD-G. <br />PAPER, FILTER FABRIC OR <br />POLYETHELENE FILM) — <br />WASHED ROCK (MIN. 3/4' DIM.) <br />W/ MIN. 12' COVER a TOP <br />SIDES AND BTM. <br />MIN. 4' RIGID, PERFORATED, <br />CORRIGATED DRAIN PIPE — <br />a <br />C <br />NOTE: <br />CONFIRM WITH BLD'G. <br />OFFICIAL ANY SPECIAL <br />REQUIREMENTS FOR <br />WATER RUNOFF AND <br />STORM SEWER HOOK-UP <br />RI I, I II I I, ; ,I I I, ; ,I I I; <br />Fl� <br />d <br />2 X TRUSSES a 24" o.c. - TRUSSES TO BE --- - - <br />PROVIDED BY AN APPROVED MANUFACTURER <br />REGISTERED IN THE STATE OF WASHINGTON <br />COMPOSITION ROOF <br />INSTALL PER MFR'S <br />1/2" CDX ROOF SHEATHING <br />OR EQUAL W/ ad NAILS a 6' O.G. <br />AT ALL PANEL EDGES 4 12' O.C. I' AIR <br />AT INTERMEDIATE SUPPORTS SPACE <br />ad a 6' O.G. ONTO BLKG <br />2 X VENT BLOCKING -- <br />SIMPSON HI SEISMIC - <br />TIES a EACH TRUSS <br />26 GA. MTL. <br />GUTTER <br />I X FACIA — <br />USE ROCKWOOL OR OTHER <br />NONCOMBUSTIBLE MATERIAL <br />AS FIRE5TOP (FIBERGLASS 15 <br />UNACCEPTABLE AS FIRESTOP) <br />2 X 6 SOLE PLATE CALK <br />UNDERSIDE TO DECKING --- <br />RIM JOIST <br />2 - 2 X 6 TOP PLATES LAP <br />SPLICES 48' <br />MOISTURE BARRIER TYP <br />PROVIDE SHEAR WALL PANELS <br />AS NOTED ON PLANS AND <br />SHEARWALL SCHEDULE (UN.O.)-- <br />2 X 6 SOLE PLATE CALK <br />UNDERSIDE TO DECKING <br />RIM J015T <br />SIDING AS PER ELEVATIONS <br />5/S" X 10' ANCHOR BOLTS PER <br />SHEAR WALL SCHEDULE <br />W/ 3' X 3' SQ X 3/I(6' THK ANCHOR <br />BOLT WASHERS - PROVIDE A.B. NOT <br />LESS THAN 1 BOLT DIAMETERS 4 NOT <br />MORE THAN 12' FROM ENDS OF EA. <br />FDN. 51LL PLATE <br />2 X 6 FDN GRADE <br />51LL PLATE — <br />GRADE <br />12 <br />SEE <br />ELEV. <br />TOP OF BAFFLE <br />WIND BAFFLE <br />TOP OF INSULATION N <br />1/2' GYP. BD. R-49 INSULATION -J <br />2 - 2 X 6 TOP PLATES - LAP SPLICES 4V <br />RIGID INSULATION > <br />4 X 8 HEADER (UNLESS OTHERWISE NOTED) —1 <br />WINDOWS AS PER UBC (CALK WINDOW FLANGE, LU <br />INSULATE 4 SEAL AROUND WINDOWS) <br />1/2, GYP. BD. <br />2 X 6 STUDS 3/4" CDX T4G PLWD DECKING <br />a 16°o.c. W/ 10d NAILS a 6' O.G. AT PANEL <br />EDGE 4 10' O.C. AT PANEL FIELD <br />r <br />FLOOR JOISTS PER PLAN <br />1/2' GYP. BD. <br />4 X 8 HEADER (UNLESS OTHERWISE NOTED) WINDOWS AS PER UBC } (CALK WINDOW FLANGE, <br />INSULATE 4 SEAL AROUND WINDOWS) w <br />VAPOR RETARDER TYP Lu <br />R-21 INSULATION TYP <br />LL1 <br />LL1 <br />3/4' CDX T4G PLWD DECKING <br />2 X 6 STUDS / W/ 10d NAILS a 6' O.G. AT PANEL <br />a 16"o.c. / EDGE 4 10' O.C. AT PANEL FIELD <br />fff / <br />FLOOR J015T5 PER PLAN <br />1/2' GYP. BD. <br />2 - 2 X 6 TOP PLATES - LAP 5PLICE5 4V <br />6 X 8 HEADER (UNLESS OTHERWISE NOTED) <br />WINDOWS AS PER UBC (CALK WINDOW FLANGE, <br />INSULATE 4 SEAL AROUND WINDOWS) <br />TYP. DRAIN---- =� Hl i i� I I 1=1 11 1 I 1=1 11=1 11=1 11=1 <br />PIPE - SEE <br />DRAINAGE DETAIL C 8 4 <br />FTGS TO BE ESTABLISHED <br />ON UNDISTURBED SOIL-1500# <br />PSF MIN. SOIL BEARING CAPACITY <br />2 X C STUDS a <br />2 X 4 BLOCKS (PT IF IN <br />CONTACT W/ CONC.) <br />2 - 2 X 6 TOP PLATES <br />------- 2 X (o STUDS a 16'o.c. FURRING WALL <br />W/ MIN. I' AIR SPACE TO CONC. <br />R-30 INSULATION AT <br />FLR ABV GARAGE 4 <br />CRAWL SPACE - TYP <br />A <br />LU <br />w <br />N <br />0 0c 4 <br />>0? n <br />O F�0 <br />q� <br />�minc:+�c7 <br />OQ''�Zu�icn`nC, <br />UCacz7a�02� <br />D n n <br />O <br />o <br />UN�—'OM05 u <br />a0r1_/,OC7z <br />x �OF) <br />z <br />a <br />�0�oyn <br />o Q o <br />^�Q OU <br />7_ <br />� o <br />O <br />U <br />� o <br />2 � o <br />GJ o0 <br />Ln <br />Q O <br />r <br />C� o <br />� � <br />o <br />P, <br />N <br />Q � <br />0 <br />O U <br />U N <br />ryl <br />01 <br />W <br />W <br />Z <br />It <br />x <br />