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GARAGE 2.2 1 2x6 STUD WALL i 2x6 STUD WALL ��Q. D tiPRO,ce, • 16"O.C. WALL 51-MG * 16 O.G. \*\j{ S> 2x6 SOLE TE w/I6d PER SGHEp 22xx6RSOLED w/I6d \'`5j 9PE Is•PER SCHED , / - - 'WALL 5HT'G )1 / PER SCHED 1 FLOOR 51-MG f FLOOR 51-MG i � OREGON \/ PER PLAN _U PER PLAN N �� =tel \./ >1=� \-' 04 . 1J, Nd�'� EDGE NAIL'G , FULL DEPTH 2x BLK• 'G IN-BETWEEN EDGE NAIL'G �' >1 i�= X, \ � 1'� - FLR TRUSSES wJ I6d*6'"O.C.TO /\ IlirDBL TOP fE WALL 51-MG1 ALL USP Expires: 6-30-19 WALL SHT'G ) PER SOWED �'i FLR TRUSSES HARDWARE SHALL PER SOWED PER SUPPLIER BE GALVANIZED • 2x6 P.T.tE w/54"x10" _I_ j� >� ,; 2x6 P.r.fE w/5/8"x10" /\ ANCHOR BOLTS 4'-Q"D.G. 1f ANCHOR BOLTS 4'-0"Q.C. CORNERS 4 OF'NGS OVER 4 WITHIN 12 OF ALL *48 2x4 FLAT BLK`G FASTENERS PER t WITHIN 12"OF ALL FLR TRUSSES ! �,O.G. � CORNERS t OPNGS OVER PER SUPPLIER \, —�— e' SILL SEAL IUNDa \ N SILL SEAL(UN.O.) MANUFACTURER N. °u I ON SHEARWALL PLAN � 2x6 CONT. P.T.6x6 } SPECS .. a • ON SI-EARWALL PLAN i -2x6 CONT. DBL TOP 1E POST PER PLAN •y A u A/ DBL TOP 1E A r ' EDGE NAIL'G >1.- ------:: n EDGE NAIL`G > .-� \ PA EXPANSION STYLE g a \ ` \ / ` \ II . \ A Q POST BASE A. (4"EMBED) m ? I I i- SLOPE GRADE SLOPE GRADE II �4 BARS CONT. AWAY FROM STRUCTURE z II 4 EARS CONT. ,!`/ j/\f// / —FINISHED 4 ' '41=,---- t t AWAY FROM STRUCTURE r ii \ • TOP 4 BOTTOM 11 • TDP t BOTTOM ��`, p \ ap L PROVIDE 24"HOOKS Co L PROVIDE 24"HOOKS GRADE-VERIFY , v •ALL CORNERS •ALL CORNERS i _ ,.1:0;f•:.. + \ , !\\/\\' \\i t INTERSECTING NOTE FRAMING SHALL BE ASALL CRIPPLE WALLS FOLLOWS: 0<1-16'-0" FLOOR �` \�\ /, \'/ / INTERSECTING NDS: FRAMING SHALL BE ACRIPPLE WALLS S FOLLOWSELOW : FLODR n► ¢\ ri\///�//r`//// / , / //\///\///�// _ � tin. WALLS „ �. \/\/ ALL 0<HS6' O" 1x6 DF OR HF'2 • 16"O.G. 3o G�' /\ \\\\it rrir\\\/ w \ \ " \/ /�/� NOTIFY HCE IF WALL HEIGHTS EXCEED 6'-0" �/ </Of •1+'/\ m �� \/\ 0<H6-0 2x6 DF OR HF"2 * 16 O.C. \ \ \ • \ \/ /\/�/ NOTIFY 1-ICE IF WALL HEIGHTS EXCEED 6-0 / / GONG.FTG r .�. �.� , / // • / / * ALTERNATE BEND 2 /\ SEE PLAN FOR / �•i_ • t\\' z /\, ALTERNATE SEND _ z \ \. :+� E \/.r lik to % ' *4 VERT e 48" 3„t'fIN PVC E /�? ? h .�;4 a*1c'�'` • 114 VERT•48" `/ \ ,\�'� ;:•/\// ? 03 rn 3 MIN PVC / / _ \4► e e s -�� 0.0.MAX / \• ••••.%\ \ ZQ K 110° erg M O.C.MAX \_ *-• \ FIG SIZES r _ PERIMETER FND DRAIN c° \ -.1-.* ! PERIMETER FND DRAIN /\,- * •J 1 \\/ /\ • \� i (ONLY IF REQ'D BY /-_ty. ! -4� _ \:!t :Y!:\\/� u� (ONLY IF REQ'D BY / _• . \ «� •.�• �:• /\ z- ?. GEOTECH TYP) _;�-?� STEP FTG AS GE07ECH TYPJ ?, / _ STEP FTG A5 / •-r, ! �! \� - 4 o 0 -�� - .4 x 24" •FTG BARS /\ \\ .1611 \ N ,. REQDPER 3/522 r\ '► REQ'DPER3 /522 /\ v ' e r r r r \r�r�i i i ./ r r i r i ` ///// // // //i/i//i�//�/ / '*T rY r / rnr \ r \i r \i \i\ \� \� \� \, \� \, \, \, \, \ \f\ \ \ \ \ \ \ \ \ \ \ \ \ 24", \ /\/\ /\ /l\//\ _,1S4441 (2)'4 BARS CONT. �\/\ \\', % /\/\,\/\//\// //��/i\�/i�\/\\/;�//%//%\//\ REFER TO 1 J 52.1 (2) 4 BARS CONT. rY\//\//\% /./�fi,/\/\rr /i�//�//�f/ /, /.. f/ //i i REFER TO z J 51.1 OC \/ ; !' \ \/\/ PROVIDE 24" HOOKS U \� FOR ITEMS NOT NOTED PROVIDE�RN5 o FOR ITEMS NOT NOTED v NOTE: CENTER POST ON FIG.\ \/\/! * ALL CORNERS 4 = 12" �, INTERSECTING INTERSECTING - PLACE ON FIRM WALLS 4" �„ mi: " " / / UNDISTURBED SAIL ir / / WALLS / 4)61: / / ' / DiSCLdFER TEE SIGNATURE AND StAhP FOR t1fSE S1RICBRAL Mat*ARE VALID CN✓LY Wed (/�J ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC ,,./ I T ILEI ST MP Al SIG ATURE A.Y THE PREPARED O Y 0 FOUNDATION / PONY WALL / FERE. FLR TRUSSES FOUNDATIO\ / 'O\i ,,,ALL / 'ARALLEL FLR TRUSSES FOOTING DETAIL tHORN D WEA STAMP APPEARS CN tuffs sit,CONSTRICTION SCALE: 1":1'-0" © SCALE: 1":I'-0" 0 SCALE: i" : I'-O" 0 SCALE:N.T.S. ASHALI BE PPROVES) OOCAL SDICTIw�LURY�SET \ I I ti 1 I FLR SHT'G - I 1 PER PLAN ; !--- \/ r 2x6 BRACE i I © PER5/522 , / 1 m l U I REFER TO I/52.1 11\ 1•I I•I I•I 1• - 11/ — FOR ITEMS NOT NOTED \ \ /\ I.1 1.1 I.I I. W �► 2x10 BLKG 1 \ U 3ja"PLY OR OSB GUSSET *BRG WALL r 1• •1 1.1 1.1 r ABOVE I .I i.I !.I w/3-8d •BM t •POST OR -4 I• --� II BC4 OR C44 CAP IE E cal,"FLR TRUSSES— I p a PER SUPPLIER —'r— •I ALL USP I HARDWARE SHALL ALL USP HARDWARE SHALL r>� _1 SE GALVANIZED FLASHING SE GALVANIZED FLASHING _ i 0 1 I► Ii • ��� REFER TDI/522 z REFER TO 2 /S22 U 2x6 CONT.BRACE X f FOR ITEMS NOT NOTED FOR ITEMS NOT NOTED \ w/2-I6d * EA STUD I r 2x SPACED 2x SPACED 11• �` r I•I DECK'G DECK'G a- IIIA • • LAP BRACES ON 1 I 0 w w 11 O STUD AS REQ'D 1.1 1/8" 114"GAP ' _4-- n Ill t -,-1-- /\ .N • m I ,r - ' _l -- - - � • •I 1 � •I BM PER PLAN < - v— 1 1• `" i I - \ a - IR PI 2x10 �\ • < POST PER PLAN m ��, 2x6 HF*2 STUDS = r 1! i.-.,_ 2x6 P.T.SOLE IE w/ * 16"O.G. •I ► ' DECK JSTS \ ><' n /\\/\\/,\'/, • - PROVIDE 3-PLY BLDG Q 1 f— 6"O.C.I , �\ /� \/ % m EXPANS.BOLTS _L L_ -•-- r\ C�11 \ �/\ PAPER BETWEEN POST o • 48"O.C. \ _ • CZ \\ „,./ /\\/\\/ t FIG,i YP. o P.T.2x10 P.T.2x10 LEDGER w/ �• 'Ji�y?'r?•f? v 1-*4 CONT.w/24"Co CL 1 " i "" />`,/1 . �\? y4i " / :a� :� :3 HOOKS • CORNERS DECK T Z-W5 is x 4'2 -► * 16"O.C,w/ SCREWS *EA STUD *1‘ j • .�\ ._ cn 2x6 DIAG.BRACE JL210 HNGRS \ \ Ar r r �r r •/ r � r r r '/\\T*-; ! / / / � � \ 1�/�\//\ �/�\/��/ AS SHOWN / , \/\\i\\j\\j\\j\\j\\j\�j/�,`/ \\' wJ 2-16d *EA STUD P.1.2x10 LEDGER wJ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ % A/A/A/�./�,/i 41-16d•P.T.SILL (3)W51/4"x 4 I/2"WOOD //�\s\�%\//%//%//\/\/\//\/�\//\/ice/i�/i�/i�/j;//A A / I BRACE IN EA DIRECTION SCREWS a 16"o.c. / / PER WALL LINE /EA STUD QGRAIL SPACE POST / 1:3E,41 POSITIVE CO\N. \ I\T. / FTG / FLOOR TRESSES 0 RACIN STUD LLALL0 DECK LEDGER e .BALL Q DECK LEDGER e �U,4L= SCALE: 1":I'-0" \,._/ SCALE: 1".1'-0" SCALE: 1".V-0" SCALE: 1".1'-0" SCALE: 1".1'-0" CEDAR 2x4 CAP w/ CEDAR 2x4 CAP w/ GARAGE RIG—T 2-I6d • 12"D.G. TO 2x4 4 2-I6d • 2-I6d • 12" O.C. 4x4 POST TO 2x4 4 2-16d * DzTAILS 4x4 POST 2x SPACED ALL USP ALL USP DECK'G HARDWARE SHALL \ HARDWARE SHALL U BE GALVANIZED \ I\/ SE GALVANIZED P.T.2x10 DECK JST5 • 16"0.C. —2x4 w/2-I6d TOES 1) \I I CEDAR 2x2 BALLA5TER5 •EA END TO POST CEDAR 2x2 BALLASTER5 ) 2•xEA END TOPOST - 1 1 •412"O.C. •4jz"O.C. ALL USP 'S w/1-118,x21/2"SCREW DTB TOP w/I-'8x2''2"SCREW HARDWARE SHALL 2'-0" TOP 4 SOT ii TOP 4 SOT / / • • 4 BOT w/1-1/24 m BOLTBE GALVANIZED pTB TOP TO 4x4 POST t SOT w/112"m BOLT • 4 - • • `' WASHER BETWEEN NUT tVIDE STANDARD USEAT `.,, TO 4x4 POST REVISIONS: ,� P.T.4x4 DECK POST PROVIDE STANDARD CUT 2.2.18 WASHER BETWEEN NUT 4 SEAT I-MPAI *EA 2x SPACED DECK'G I 2xI2 /2x6 STRINGER -•rr.-- *5'-O"O.G.MAX P.T.4x4 DECK POST • 5'-0" O.C.MAX. �l P.T.POST 2x SPACED DECK'G 2x SPACED DECK'G �/ P.T.2x10 w/ PER PLAN P.T.BM \ 1" :,._1114: - .111111 w/EPGM CAP - PER PLAN \� :\X< I f-1�2"m x 4" ►-•� DATE: 11.30.11 yr 1/8" - 1/4"GAPxSPAN.BOLT O v �I • 16"O.C. CUT SACK \ ->,.< '� —�- '� _"""'� I P.1 2x12 STRINGERS SCALE: in _ 11-011 _ `_ate EV==1-1 _,► \ * Ib"DG. DRAWN: D.L. 2x10 RIM w/2-I6d >, \/\/� \\�\\< PT.DECK •EA:1ST _ 1.- 2x10 RIM*w/2 > /\ rijEA JST \ % PER PLAN JOB NO: LEN-11-179 \ P.T.2x6(* INSIDE FACE) -- ''��' E _= I ��'� - /\ \ N wi 4-WS i4"x 4'12" /\ /\ /\\ DBL J5T SCREWS•EA END ' 7\< a �� \ 2xl0BLKGw/i6d X • / r/ // r/ //'// / \ \ • TOES •5"O.C. I-*4 CONT. / / �\/ CSH HNGR -4 • ALL USP P.T.JSTS PER PLAN P.T.JSTS PER PLAN \\i\\\r\�\\i\\\i\\\'/\\\/ t • HARDWARE SHALL CUT-BACK w/2-I6d TOES P.T.2x12 STRINGERS Q SE GALVANIZED 2x10 BLKG *EA JST TO BM /\ - * 16"O.C. VII"\ :9 CONN.• EA END - w/2-MPAI's BM PER PLAN 12" ALL USP / / HARDWARE SHALL 2 u —� — - - BE GALVANIZEDco" o KNEE 5RACE 0 DECK POST J5T5 / DECK1 D, .CK POST e J5T5 / D.ECKIC- TIP. J,,OOD RAI'`IED STAIR FOUNDATION STAIR STRINGER / LANDI\G ORIGINAL SHEET SIZE: 24x36 ® SCALE:t' . '-0" SCALE: I":1'-O" SCALE: 1":1'-0" 0 SCALE: I":1'-O" 0 SCALE: 1":1'-0" - -_ v-