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EXISTING ROOF FRAMING TO REMAIN <br />EXISTING COMP ROOF TO REMAIN <br />EXIST VENT BLOCKING <br />EXISTING <br />GUTTER <br />EXIST FASCIA <br />EX19TINGs <br />EXISTING SOLE PLATE <br />EXIST RIM JOIST ------ <br />EXIST 2x TOE' PLATES <br />MOISTURE BARRIER TYP <br />PROVIDE SHEAR WALL PANELS <br />AS NOTED ON PLANS AND <br />SWEARWALL SCHEDULE (U.N.O.)-- <br />EXISTS 2x SOLE PLATE - <br />EXIST RIM JOIST - --- <br />SIDINGS AS PER ELEVATIONS <br />2 X (o FDN GRADE <br />SILL PLATE — <br />m, <br />5ACK.FILL W1 CLEAN <br />PERVIOUS, FREE <br />DRAINING MATERIAL <br />AFTER FULL CONC. <br />STRENGTH HAS BEEN <br />ATTAINED <br />TYP. DRAIN ®LLITI I 1-1 (1 —� <br />PIPE SEE I®I I I ---I I I--�-I 1 I- <br />DRAINAGE DETAIL <br />FTGS TO BE ESTABLISHED <br />ON UNDISTURBED SOIL-1500* <br />PSF MIN, 501L BEARING. CAPACITY <br />1' AIR <br />SPACE <br />12 <br />SEE <br />TOP OF BAFFLE <br />WIND BAFFLE <br />TOP OF INSULATION <br />EXIST 1/2" GYP. BD. EXIST INSULATION-----/ <br />EXIST TOP PLATES <br />Lu <br />EXIST HEADER <br />tu <br />I <br />EXIST 1/2' GYP. 5D. <br />LLI <br />EXIST 2x STUD WALL <br />EXIST PLWD DECKING <br />TO REMAIN <br />I <br />EXIST FLOOR JOISTS <br />EXIST 1/2" <br />EXIST HEADER > <br />'u <br />___! <br />EXIST INSULATION Lu <br />Lu <br />EXIST PLWD DECKING <br />EXIST 2x STUD WALL / TO REMAIN <br />J EXIST FLOOR JOISTS a" <br />- ��r�- R®36INSULATION AT <br />WA1� 2,�1® V 1 15�� � FLR ABV GARAGE 4 <br />�X�1-SST 1/2' GYP. 5D. CRAWL SPACE TYP � <br />2 - 2 X 6 TOP PLATES - LAP SPLICES 4a' 76 15V CS-S . <br />- 4 X S HEADER (UNLESS OTHERWISE NOTED) <br />WINDOWS AS PER UBC (CALK WINDOW FLANGE, <br />INSULATE 4 SEAL AROUND WINDOWS) ��� ��� � � • (I� <br />--- 2x(o a 16' O.C.STUD WALL <br />LL <br />NOTE: <br />STRUCTURAL DRAWINGS > <br />CONTROL WHERE w <br />DISCREPANCIES OCCUR _j <br />w <br />- -- PROVIDE REINFORCEMENT REBAR <br />PER RETAINING WALL SCHEDULE <br />° <br />4' CONIC, SLAB PER PLAN <br />NEW RETAINING WALL. FDN <br />SEE DETAIL AT SHT S/S <br />14 T')�FIGAL 'WALL 5E('o_—.lTl0N <br />3/4"=V-0` AT EX15TING AN[) NEW <br />�ASjE_i-fEN7 ADDITION <br />2 X TRUSSES 0 24' tee. - TRUSSES TO B -- ----------- <br />PROVIDED BY AN APPROVED MANUFACTURER <br />REGISTERED IN THE STATE OF WASHINGTON <br />NOTE; <br />PROVIDE A TOTAL OF 1.04 OF <br />NET ATTIC SPACE VENTILATION <br />(HALF AT BIRD BLOCKS AND <br />HALF AT ROOF JACKS) <br />1/2' CDX ROOF SHEATHING <br />OR EQUAL Ui/ Sd NAILS 6 9)' O.C. <br />AT ALL PANEL EDGES 4 12' O.C. <br />AT INTERMEDIATE SUPPORTS <br />Od 0 (o" O.O. ONTO BLKG ----- <br />2 X VENT BLOCKING --- <br />5IMPSON HI SEISMIC <br />TIES 'm EACH TRUSS <br />2(o GSA. MTL. - -- - <br />GUTTER <br />1 X FACIA <br />GUARD RAIL - SEE SHT 2 - ---�U � 10' UNO <br />_Ltu A�— <br />USE ROCKWQOL OR OTHER <br />NONCOM 11�LE MATERIAL <br />AS r-1REST�P1 ((FIBERGLASS 16 <br />UNACCEPTAME AS r-IRESTOP) <br />m AL FLASHING -------__ <br />2 X 6 SOL ATE CALK -- - _- <br />UNDRSI <br />=Ii`t J®1ST----------- <br />12 <br />SEE <br />ELEV. <br />I" AIR <br />SPACE TOP BAFFLE <br />-- WIND BAFFLE= <br />TOP Or INSULATION <br />1/2, GYP, BD. R-4B INSULATION <br />2 - 2 X (a TOP PLATES - LAP SPLICES 40" <br />RIGID INSULATION <br />4 X S HEADER (UNLESS OTHERWISE NOTED) -9 <br />WINDOWS AS PER UBC (CALK WINDOW FLANGE, LU <br />INSULATE 4 SEAL AROUND WINDOWS) <br />1/2' GYP. 5D. f9) <br />2 X L6 STUDS 3/4" CDX T4G PI_WD DECKING <br />W1 10d NAILS o 9," O.C. AT PANEL <br />EDGE 4 10' O.O. AT PANEL FIELD <br />FLOOR JOISTS PER P AN <br />2(o GA. MTL. GUTTER AS REQ'D — -- 5L C G- - RIM JOIST OR <br />R BEAM PER PLAN <br />2 - 2 X 6 TOP PLATES LAP - <br />SPLICES 40" ' — GACO DECK WATER PROOFING MINIMUM OR GREATER <br />ON RUBBER MEM5AINE ON MARINE PLYWOOD SHTC r <br />MOISTURE BARRIER TYP INSTALL PER i'�FR'S SPECS 1LI <br />PROVIDE SWEAR WALL PANELS <br />AS NOTED ON PLANS AND <br />SI=IEARWALL SCHEDULE l U.N.O.�-- <br />2 X 6 SOLE PLATE CALK <br />UNDERSIDE TO DECKING - <br />RIM JOIST -- — <br />SIDINGS AS PER ELEVATIONS <br />5/6' X IO' ANCHOR BOLTS PER <br />SHEAR WALL SCHEDULE <br />W/ 3" X 3' SQ X a/16' THK ANCHOR <br />BOLT WASHERS - PROVIDE A.B. NOT <br />LESS THAN I BOLT DIAMETERS 4 NOT <br />MORE THAN 12'FROM ENDS OF EA. <br />FDN. SILL PLATE <br />2 X (o FDN GRADE <br />SILL PLATE -- <br />GRADE <br />BACKFILL W1 CLEAN <br />PERVIOUS, FREE <br />DRAINING MATERIAL I <br />AFTER FULL CONC. <br />STRENGTH HAS BEEN <br />ATTAINED 11 <br />° <br />1/2 GYP. OD. SLOPE 'a 1/4' PER FT AWAY FROM STRUCTURE� <br />R-4'�I OR BETTER AIR TIGHT <br />SPRAY FOAM INSULATION <br />VAPOR RETARDER TYP <br />- R-21 INSULATION TYP 3/4" CDX T4G PLWD DECKING <br />2 X ro STUDS W1 lOcl NAILS 'a ro' O.I . AT PANEL <br />a 16'O.c. EDGE 4 10' O.C. AT PANEL FIELD <br />FLOOR JOISTS PER PLAN - R-30 INSULATION AT <br />FLR ABV GARAGE 4 <br />1/2" GYP. IUD. CRAWL SPACE - TYP <br />-- 2 - 2 X & TOP PLATES - LAP SPLICES 45' <br />4 X 6 HEADER (UNLESS OTHERWISE NOTED) <br />WINDOWS AS PER UBC (CALK WINDOW FLANGE, <br />INSULATE 4 SEAL AROUND WINDOWS) <br />-- 2 X ro STUDS 0 16"o.c. <br />C,N Z , f;�U.0`0r-rT1 oav ',-)V- CoMc, To LA -NU S I P E O` <br />v1 K- i0c, mll r,q)K3S <br />NOTE: > <br />STRUCTURAL DRAWINGS ul <br />CONTROL, WHERE <br />DISCREPANCIES OCCUR tu <br />PROVIDE REINFORCEMENT REBAR <br />PER RETAINING WALL. SCHEDULE <br />TYP. DRAIN- <br />' d-1/1=11 I _ _ <br />PIPE - rEE <br />11i1 1 1 1 r r.. - v <br />DRAINAGE DETAIL <br />NEW RETAINING WALL FDN <br />FTGS TO BE ESTABLISHED SEE DETAIL AT SHT 6/0 <br />ON UNDISTURBED 501L-1500# <br />PSF MIN. SOIL BEARING CAPACITY <br />,_-•\Tif-"'I�:✓�.i_ UJAd_l_ %'103'kC.IION <br />AT NEW ADDITION <br />1" <br />o <br />N <br />