Loading...
Plans `q 1 � aO08 , OQQ ( TFqs _ APPROVED n. �.s.., n..e ..,. , Load Table E� w• mn v:: - , m„, :l::: ❑c' . . f, ?„. I' .J: .., .:!,,., a _.: i'i.- r;, • -... 1 - :1:.L'z :...C.:':::. i _r .:. . p.?:+ : :. :'.il' .=1•':7•• ..,.1':.:: ::. l'r'_ . ■i , ;;!•�., , .� . ., ."' ... .. _'I:!.i Dimensions Fasteners DFr'SP Allowable Loads' i SF • Y, - ', P No. ; r Carrying Carried Uplift' :Upli I Floor Snow Roal • Wind I Uplill: Uplift . 5' I t' 1 N B iF Member Member (133) + (160) ! (1001 (115) 1 (12.5) ; (133) (133),, (160) w i a i •i i ? 1 - 1•I5r. �•ia'. �a'i ,.11i ( :�'Yi i 'l•.;: '��i: 7,':1 I�EVISIO ., _ s : + . ; l,,2 .� ; ; ! : 3'. :,: .:,I ,,., f ' • : ! 7,•., i i , N : . .. t R =i;l,l . 1 . r 1' ) 'r I fd 7 2 ?;� 7 , ! I i r..: "� i:', r :;:; I'. ;!i; '73t1 / - a . . e N y: '' a " • ' n , I -h ,, .. 2_ t:)r, 2 -1i)d ";!()f) 310 1 q.:5 9,,,, 4:.:: 9z,', ( • G ' ^ UT`^1( 1 e ,. i !; t r.!•• 2 -11:+ I 1 -if I !sill (,2 1 WC) 10211 1(1;.11 ill; , .17i' ;!l:. t p; _ ?f 1• :r:1: 1.. 1' i, PRONGS + -11' 1 `' . 56) 1 101: I 1 ?( 1 1(I'- r ' •f.: Existing roof vented 2x10 trusses ' -- i 7r ? 0 0 1 ji_ I 1 i; f 24(41 center f ; PF-152 6 L 1 1, :..;' !, •.- 1'. 1 ''r. 2- 1 �� 2-10d 7 X10 j 9:71'..) • F. ;)5 C-1 . 9::111 :3 • 8'; 5:- r —. i "_F D5?'} i 1.. i;i 1 : _ 3. , 4-li)0 -+Ilzi • 7 , � I 970 0 - 10.!:117,1 - (, l , ob � 8.. • 1 -314" wide x 1 -3/4" deep slot accepts 2" thick (1 - 1/2" net) ' 3 ` 4 " lumber horizontally tit � � ► , . 3 -3./4" square x 1 -3!4" deep socket on Pier top accepts PA 7- A• 4 "x4" (3 -1!2" x 3- 1,•'2" net) posts vertically 1 . 42 - per block average - Existing . Block accepts all lumber species and surfaced sizes gutter O P.' f " currently manufactured in the U S App . Blocks allow for lumber attachments in parallel and/or High density R30 perpendicular configurations O ; insulation —• . 6" distance from bottom of block to bottom of lumber slot t %gypsum wall board finished out to paint ;' � L_ � ' • t . Block porosity wicks moisture from slot, lumber to ground :exterior cdx V- / r `% ' . Each block is manufactured from 5.000 psi concrete to plywood ' 6.. 5 ensure the greatest strength and durability r •i F - R15 insulation • + 11'= � L' I \ • 8 studs 16" of + center 1x8 • . Simpson brackets 16" off center Cedar siding to • -. / 2x8 match l.4 1 1/4 plywood R30 insulation 23LF > - 1 - ' - - - - =• 2x4 stud Simpson ison PF26 2x6 ph resre vapapor , a le detail • : 1 � 1 11 L treated with 1 11 ' 1 T11 1.1 1' 11' h vor __ -- - tail barrier _ ��� - - concrete o �`IiZ�` I 3'.5" Existing 6" x 18" • - -- — —, -_ - - u _ ^_ . - - I i Ix8"- pres -1 -! I• - i foundation %: dia I , x10ab6 "ocmax �I � d • 12 i ■ .. , / cont r f \ LF ' , • 110■11%•\ .••__,), ° E i isting foundation -- _. I I . # • 4 within top 12" of wall i 3 . 5 w i , I " e :_ -_ , Alki extends minimum of " into stem wall, Ele hant feat + ' standard hook 4" of center 14 p °— �� ° �- �- �— �— T #4 3" from bottom of footing bl to deck + � rc L _ _ _ _ J Leeway and double poor joint I ) I ! 6 mil vapor Pressure treated lumber 8" from grow d non pressure _ ti - - .: , barrier treated lumber 12" from ground Simpson brae et 16" of center T of A ')' i � • • Final inspection approval is required prior to occupancy. • // l Hi !if Approved plans Shall be on job site. • CITY OF TIGARD LIABILITY Approved Conditionally Approved ( ) The City of Tigard and its For only we w$� rib din: employees shall not be PERMIT NO I�r 6 ): See Letter to: Follow 4 responsible for discrepancies Alta ' }which may appear herein. Job Address• Q A �'�''�'�1 � - ' B � Date: � �+ s-n EA/ci.0s�.� FED io S�g OZ& /' 0 441 /Yo oH OFFICE COPY Ltait iiltv-cpc,4 4 ‘rt-St -4 AA ,, u . wcci ,e,t,E. . , , .. 7 , C.01 it \ - - ,cAzi.emo-1 _ . - . : ,- 1-- 54 )l - P - Vitaa4A c-, ',..` ..- . ) C. 1 / F v4Pt6 li . • - - '—._ Pr' 1 - 1-' 1 '• . 1 1 , ;, 1 .1 . . ; y: I c - 1 '2.1 ,1 I . • . . i , Y (.._paciA 1.. ----- -,, ."------- , . _ ■.: i.. : , . ; 1 ;1 1 ii .: 11' 1" •V- '' I , • . , , . i i s•St:.; 0 "N Kt at\ z '1 fve-- .' . \ t ( ii . .. a . wv- . cl bive,._JvA V Y. 3 . - td wl- .) pk i.._:0 ) A IC h r `VI • .2, • (- -.- - ' vz Z --- - - , -....., ,••=1,14\ I , I 1 r s ! I S� Il 1 i � h lij i � , i = r — A^ 4a) 7 f '47 ! � h'! � re v ' 4....„ it I: 9 1 1 - 0 . r i by 1 I `Th t. ,..o.v.,yof„ .1,1 /I --,----,, , ; .1 1 s} Al rniS Z1x I,. `` , ( ; fv o .s c i # = S `),A \A VI. A11. sod ) .�� t y 1,a ,--, -0 j �,,) X1 , -; A A n I ∎ A.' ; . > p ),+ T lir. 1 . LtAkk . w► ascc o h •ce 4AVV ttk.;ie ' 1 can.. L}' ( C 2_c\ PG t Yr, eNtr od 13 `Ii cc b j l ouvo 4 c_e.di&A s:¢t c v_ to 1,4 E,, tYt" pow ems lik • .. . '1 { I mo-.. ' _ A / T < ' a 1 3 I 1 C' I • 1 . 1 (1 12 c_44t,va.1 Lc v r,,r I < —.e- - 14I % I Po nitiZwoW . V1,4.ciPivgl. 50A ez.teA.mit 6-t, . i 1.1.54 1,1 yivu.ct,4,0 ilOk , 4ve 100 LI Nvz_ u�(Y1 ., Li -rA ipcts at IA 5 Oci kq ' - 11 : p '• 1 . 1 ''' '" k‘ ' •‘- ' -- ,,......:, cp ,...,\I„., ,.....„.," ...._ ., „, ,;. .• •, , i ,e.t.:chtk - ._ j ;,_ t b i • , --..' ' ._ .:!( ...). - ..,.., ., .._ [1_ ,.,.,_ ._ c s • 7 1 . t''' 1 • - 1 - . perwil _ _ 'S 1 \ / itt X • - — I. r of* , \ , , A it ...,,,, I tit ikeA3vioJk \ ! D 1 . csa IA stit. li 01. ' - 1 r : i 7 ec czoor ,,. 0 1 LtAr tt1,wooD V, Au rte.A n a r grart s� kvAg ��'tom � � AI 64 ‘li), cfiL it l R'Ici MAY 1 42008 CITY OF ` IG ,ii BUILDING D vIsICIV e ,. • � '4--______ 2,1 4;e1. Aa -1 0111k, . , x 2 . ticAt --g N 'A. 6 211•+ Si 7:7.10 'lo >rf wAcu ti L oOtta • t h '44,1,, R30 - K as i +�, sv to& ; on.., b�.� wc�.,-, c+ers -d. I vett , _ E 4 14.3 4,.4,1 Zusi' t ( $ - 000v ;43 wo crc, p,r- p 24:i s(-; 1l r od- * 6w*► Y" d1. ( #. w _.< .. 1_1.1 1 __ .. . ____ i ' ? 0 ek- ., a g " E r- ew e s+; ' D + p 1 u 4!3 6 • nii 1 p,L AmiG Co) 414 ' ei is1 L% A Is �b,,►wdc . 'Irv , wc}t 1 • i •1h in 4-op i3" • O-c w 01/4.■.I ks i.JQ @T 4 tXkr1a5 min irnwn off' ILI" In4 Skern coati, 1 )cfu 4 :k pour S rtdlck.)-1 d hook LI' o.ar. ' n 4" 31r0 M b0 ii Ow, OPt 'c in- - Q , 1 LtA fit or,woJD ',iSIDtry - I ^t_.Trot+►rsoNS grim s.) ' 4. t-1 D" ti 6n in, Or- 111.'-`1 1 ff E. 1 I , 0 ).,0„9,,.., D 0 re=„7-?:2:9°,,g; r4,:::3Q,w, ,,w _ . . :,,f2), a::iql)I7 .?'> 514Z'C•23ACc:::> ___-- 10 etect oUttgts New 1 Existing foundation■ /\ • New ceiling • 0 23 o canned lights - 4 New 5x5 vinyl 1. J sliding window \ O to meet code Bracing td New 5x5 vinyl o between studs — sliding window ! for wind sheer to meet code q C — at exterior \ \ N walls Standard steel ) \- exterior door " s o ?' from structure , �= 9 s� ^ to meet code tO K ci'quirements .. f° `� . fo 2ft Existing 110 '; outlet and " - move exists 9 , p`' • 4.-- 1. / over h- .ar1light •ncretestai ''i' Vi + ; , ♦ Existing 2x4 sttu re- -� i • Existing door to • ' r ! �� Existing ReenoClosend Blue room to remain F' Structure • existing Blue room Ex isting Oran e window area with g 2x4 —R11 f ence '; room insulation — 1 /2 E gwb Existing bathroom 1 r _ti i • • J Garage 34. _ 4: ._. t,_:, , „.. • . ..f ,, ,:Y::;. #:t ' ` '� t.- r .: f ,;4t Existing $K - , lik 4 ; fence / - r >V `.„ � • 7'.".. + K - F . ' a. Driveway 1 : s\1 i ma i j 40 iiir 4