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Plans (178) EL.224' 0 112 EL.231' nooijuA, ` i; � NO HABITABLE SPACE ALLOWED ON SECOND FLOOR '-7: '.'''''' t- ELOPE iti o----� RA55 AND 5GHRUB `� STORAGE ONLY!!! �. • N �!-� J � aaae�aw.erse.saaa.rsraa..•aa...a.••• ••'._••...•.... • J REMOVE 1?-(1iii 28' $} g EXISTING SIDEWALK �!� ?l ' f is an 1 N o 01 ,//'' j`'�ii'�/;'/ff/F :\\\ �� � p > \\\, EXISTING- J 10 u_..�. O � t e / I' I I Ale • z9 a X . 11 t IIII ' ' ."' 44:: 6 F a'''''' ..4,-,\C -,. \ ' 1 0.\ Ciiiii!'-'.-. ,I.,t,"5:IATV'9.It-t•• I EXISTING° � � � '{ ��,// 4 �,' ° 1 6 PATIO .� v him �" ��', ' 4N1 V �i ,M `vim yy,�, ¢' e' L"lit.''''It 10j ,.�'+. 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SIDES if TAX LOT: 25103AD00501 / 4. FLOOR PLAN 48 AG " 5. FOUNDATION PLAN °; 6. CALC. DETAIL - RAIN GARDEN } � - 1. DETAILS RAIN GARDEN • / t I, SI .. SECTION A I RAIN GARDEN:°:°: DETAIL '� PAGE , SITE PLAN £ , I '1 SECTION B j :I.E .222 • f,. SCALE: 1" =20' 10. SECTION C • Io 11. SECTION D EL. 1&' , . , . 0.-I, oma'-BIO BAG 112' ,` EL.222' i' 12. CEILING JOIST PLAN 4. _220' ° ° 13. ROOF PLAN • .: . ': .'. > '>:'''::: . . .EXISTING DITGI+ , 11180 51N ERROL 5T TIM MEEKER DESIGN HOME ADDITON 11180 SIN ERROL 5T SCALE 1" = 20' 911.226.1827 ANDY AND KATIE MEEKER TIGARD OR 1/3/2018 timmeeker@live.com / / •S VINYL WINDOWS WITH 5/4 TRIM 1x8 CEDAR CHANNEL SIDING ON TYVEK DRAIN WRAP Y.B. k II '< 2x8 BARGE RAFTERS h■ B'■ �� III III ■■ ' al 12 I! U S EXISTING ROOF - -01 . CRICKET 4,, N TOP OF bk.. WALL IIIII �,� II 111 1'i ■III ■1■ FRONT .11 • FINISH FLOOR 7-=',..:;':.#4,,," " bYYh53'4 u3 3i .<> ; 47. 4„444,*4.4 Mt-"444'4;. s 3 i � 2 , f 1111 11111 , Ir II III 4 ,...,.- t ,..,:EXISTING` hA „4 IIIIIIIIIr 111 II IIIIII4 ■!■y i BACK ' EN FR til ! i t;:,,�,a�.r..g..,.1 �na. z sr....x M"..a ....: ,.,;3. ... . { q. q Z „-dti X,� t Y 0 -__ , ,,.,,,„, 1 ,,,,,„, , *,..e.,,,, ? e4 � ° $ � �5��� `� ; ' " '� ' '`,01 " •..',� ' � '$ • ' 4444 1‘#,,,F'.41`" 1'r � c k, * , ,F � " '� <�. ua��a` �a? � � 2 � Cs .r _ TIM MEEKER DESIGN HOME ADDITON 11180 SPN ERROL 5T SCALE 3/16" = 1'-0" 911.226.1821 ANDY AND KATIE MEEKER TIGARD OR 12/30/2011 timmeeker@live.com LLl:YfFro+SYYv. :kSssK � ,.x „ ,,. ..,Ax..ri +t4u+^h'WH'. .:". ..d:i.�add8rt*%cs'9S�m.�*Yu `HAIY.AYf - .dsSxrr�.aw.s�Ab''dtswi:..: .:::_... ..r.:.:5a@aC0...^*ra,5!ise' .¢"xv... •,•.oe ....: ........:'�53^.akunWh:£✓o-'.. : +bA1n ':' .a"�.sAsilYa?:M':mn..YY ankSf.a�.c - t r .•-, -.� -3Yn:>�e<'ann �o-:'�.'T. "fx}HbYaT:h�aMA�SN�.tE54>+fc��S2.'SAti,iRifhs4 v ...�...,.. .. �:...r ...,-. ,. .».+:'..,.�.... -a :�:a,. ... ,i''' 1 / - 1.111___IIIIIIIIIM mu STANDING SEAM 1 1 III l METAL ROOFING i.e (I.■ Pi 1 b" FASCIA GUTTER ISTING ON 2x8 FASCIA 1 1 k tins, I urn ii II II mil up ii sei sill1 11 1, i , ___ ___ ■5. 1 s■ 1 1 C RIGHT SIDE 1 .t a L , 1 1 ,e y r tia t al ammirAINN, minim -4 1 � l•i• l ■ ■u �a• ■ ■n �I _ �� " c .► (STING LEFT SIDSii �� �i�l i i ml , , � 1 I a ^�rar�ax�s„cw. .,au.e....,�ae �.wa,ar'aemr.namnv..,«ssz. .sawsrxxa�m:wrmz:.ta�.rr:.ms.:mrma.,..mr'.+,.n.�.sa�ss :r?. .<aw eaen..�:rH:ra. ::..erae�rsra.+.a. . �kncan��a<' -susr-. ssuwtm'-z;%wuav�. .+aw.:;' .ars;,mx»w'>.a'rz�.Hn»:,raaaa-rwa' n... .s..aa�tw w,:s,.,.: �:....... .r ;�.aMazswn+mas".':s.•s;.,s..+m.^ .ic :+srras^r+xv n+.�- .u,:s.,, s.;erew.ra+ sc ..,,xueeuus ,.ar.s..uz+rawa�.a,» vazwu.....r.�nc�v�wu<awmr,�, .rwr+m,.,7.vu. c ra»uaa.¢�rxu..a: TIM MEEKER DESIGN HOME ArDDITON 11180 51^t ERROL 5T SCALE 3/16" = 1'-0" 971.226.7827 ANDY AND KATIE MEEKER TIGA�RD OR 12/30/2011 3 :,, IL. timmeeker@Ilve.com \ 4T-b" 22' \ 24' 1,-b1: 1'-5 1/2" 2'-10",l 12'-3" 5'-5 1/2" \- 3'-1" \ 3/0x1AWN I CONTINUOUS SHEATHEING 2/6x1/B AWN 2/6x1/B AWN TEM ERED 2 2X10 WOOD STRUCTURAL PANELS OBSCURE OBSCURE OBSCURE OVER wP ALL WALLS SEE DETAIL PAGE 6 I WP -. - - 1 i. w ;��� - tis ,la '� � `� t (V u- ' [ oING I � 3X3 0 0(V Wm raa P U x m 41 `vm iK ii R ID — is — ,rrr` I 1 w Q _ _ ; 31 0 I b cv �.az, I m i 4 csi it ,i; .- N = ? EXHAUST FAN b mm - / / Ln 8EROO WITH TIMER �� �`. 1/2"DRYWALL, ✓ WALLS AND CEILINGS GARAE Q w 2-3 1/2" 1'-4 1/2" r._ u Q �- `_ y \ \\ I , ?I _o INCLUDING STAIRWELL I zin i .I —wm_ esx §4i. I ZI- �• I _va_ m,_ X JOO �; Q O d'V CV I I F o I _-��__ aQ 1- mp w li .� 7 SZ L I sf fA 7c 7� _- 7El m /.7,4 ' o .o L.' 2/8x618 SG alb. .1- al 7�7 ;' n�. �.-—.:. ARCH �P ►, ._ _ (N ( VENT FREE - _ ..;.,t GAS FIREPLACE 4x12 HDR 4x12 HDR �1 ', 2-2xioovER RE. I _ v _ WP MANTEL _� 0 N �I N Q d 1 Q WP I ,�"� m �— I F-- -I O 1/2"DRYWALL v v- ,. .. , 0to wWALLS AND CEILINGS ilk 2 j/FiLi".4. rc v _ I- rwi w KITGH N C•1 b' 5'-b" \ m W l I I --� o NI- iii i- I � :/ ---_� a � L j '`,. 4X8 BEAM OVER w 1 I I I < -, ,e, ON PT 4X4 POST SEE P�4 I :L.LCITHGRZGE:h — OFFICE 4 w -' ON 18x18x12 GONG FTG sla al 1. OF GALGULit �" 2%4' L. 2'x4' �' z . SKYLIGHT SKtLIGHT SKYLIGHT +y - I I 'I 3 2/6x5/0 5H 2/6x5/0 5H 2/6x510 5H 2/6x5/0 5H 2/6x5/0 5H 2/6x5/0 S� '�»�1 �it, LA4 - i � �� _ CONTINUOUS HEADER:2-1.75 X 1.875LYL-ON BGb POST GAP-ON bxb POST(4)-ON PBbb POST BASE AA � \ b'-3" \ 5'-8 1/2" \ 5'-10" 1 \ 2'-11" ESTIMATE V T L ._ Z6 EXISTING .. EXISTING �,6 Alr \; `I. 28'-2 7/8" ESTIMATE FLOOR PLAN / \ / \ 4 . '195 50. FT \ / .�:rc.e..a-.r�.�mnerw.,ssw.vx�,�...�,.s.eu.�cws�ta.>sa. n .�.,.�r:.. �wmrx< ..��� . >,�.,.u�.w�.,a„a�.•:x�,a�:meu�:�... am.� �. -. a*�.n<,rs-,w... .+ana swn:.w.�x....r:. x�x... ....a ,. xo-...,.....rr�..-� -a..s„u�::���- ..��..�rw,�,:.�..,rxzwx v a+F� +,�,,�.�:u rw n i , .a.,.......xnssax..:sxe.:,a:n s�<,...«:aw:a .s:r�arw�;ux_m,,.x.nres-a..�muKer�esw�r.�.s.s.....u'r..:roa�....a,�^rt�a v�rcre_..u.�..�-.r.,..�.,�...�.:::. �x.,.:..:.a�c*.a -*��� uremw%s-�.omm� ev. �a�,�.w.w;. : :�.um....a4s�.nsie,*�a=�..-.�.. ,. ::.._,�w... x.�..smw�.+,,.a� „��ace �i .:,...a..,.ssa•.aw,,was. x�, TIM MEEKER DESIGN HOME ADDITON 11180 51N ERROL 5T SCALE 1/4” = 1'-0" 911.226.1821 1 `'� ANDY AND KATIE MEEKER TIGARD OR timmeeker@live.com 12/30/2011 1 1 1 , \ 4-r-6" \ 46' \ , `,-6,` p. 21'-b" \S 24'-6" \ GONG SLAB I I _ I I AT SIDE DOOR I 4,. /r 1 1 I/ I.1i F I r-- --, 1 / MONOLITHIC POUR I I _ - 6"CONCRETE WALL I N :1 1 WITH 1 -#4 VERT REBAR-4' OG I I 8"CONCRETE WALL AT GARAGE FACE ON 12 X 6 FOOTING ko 4"CONCRETE SLAB ON 15"x 1" G NTINUOUS FOOTING _ _ en I WITH 2-#4 HORIZONTAL REBAR I ON COMPACTED FILL 5EE P GE b DETAIL 6 r TYPICAL SLOPE TO FRONT I I BLOGKOUT FOR I \ ill PLUMBING VENT GAS WATER ELECT. I BLOCK OUT 1 I I 20'GROUND ROD I I \ 2'-8" 5'-l" \ \ 8' \ 5'-b" �I –� �— �–,� J I— �-- -- — — — — — — I fl — +y I 1 I I / \v I I I I / _ CONTINUOUS FOOTING 1 GONG SLAB ry — — —J I IAT PORCH J / / d' to 411) yr 1. 1 fID 4D I L 2, 2,!6' SEWER / s,` BLOCK OUT — t_ ` cv 1 \I 11'-6" `I. 3,1/2" CONCRETE SLAB I ICONC _ 5EE SITE PO in WITH b"X6" MESH I I b. . 1 'd" WITH HYDRONIC HEAT r r I WITH R- 10 FOAM BOARD INS. I SEINER o K OUT ` 2,-, i SEE PAGE 14 `" 4x4 POST BASE ANCHOR _ SEE FOUNDATION DETAIL PAGE b I 1 t-- ON 18x18x12 OF CALCULATIONS I I GONG FTG 1,1 51MP50NPB66(4) - - - - - - � I I I / , \ \r: — — — — — 5 1/4" I ) 1 / / I /b'-3" 5'-8 1/2" \ 5'-10" i L\ — 4'-9 _\ 7 /J, — co i, / 28'-2 7/8" L. EXISTING S / EXISTING \ �� \ FOUNDATION PLAN / / / � . , a I TIM MEEKER DESIGN 9 1.226.7827 HOME ADDITON 11180 SINERROL ST SCALE 1/4" = 1 0 , timmeeker live.com ANDY AND KATIE MEEKER TIGARD OR @ 12/30/2017 I 9"RAIN DRAIN FROM HOME SEE SITE PLAN-PAGE 1 1 I 20' 5A DesignGrou * LLC13CCNo. Sheet AId7 1 i RAIN GARDEN yfa STRUCTURAL i CIVIL I LAND USE PLANNING I SURVEYI$K 11- l+ `1 4 ' ' 160 50 FT AREA Arajert Clair 184 HERBACEOUS PLANT. / s V ON CENTER 4t 5rkeit. Ate•''U. r TR ELEVATION:222' co 1/2 GALLON CONTAINER E Stl8jecl8y - ASSORTMENT OF: jI 1 DEER FERN Iii,04 d e..a'SO+n._ INLET' COMMON CAMAS v SLOUGH SEDGE DOUGLAS IRIS OREGON IRIS 7; 3"OVERFLOW TO DITCH1OVERFLOW Alar. I. + i ° ri* td QLIC SEE 51TE PLAN-PAGE 1 je � 4ATiO0 I SCALE: 1/8" = 1' - 0" 4c umta Fo- 7'.1 _ ..;r'1( 1Y�r[rt /01-1• y .:-+T .�+ , LY-.0t. l7Ly+ti l4fAC•./(. + tT/�l+E oi wAVI sH y r�tsrdl re,‘,./ lir l-f}:t,dry-JAN t f4- HIGH DENSITY JUTE OR _ _I� -_._ ""'".7"... .::' ......,, , f I3"--- 'Ga�}G: „`S-E io �i3O , /r" b" MIN- COCONUT MATTING I j / �,d T FREEBOARD 1 ---__ ... 4 / IgY . /e fILAillii W { II OVERFLOW T4 —3:1 (H:V MAXIMUM SLOPE E ^-TM":^' 6 . > 55 r i !CA's E CONVErANC€, MAINTAIN .r V _ .$jt__.....� '?“=...�Stil- .. '. E. MAXIMUM LINEAR t" T SEPARATION FROM ALL I1 {-' „^,,.. Pc)w, .a. W STORM INFLOW POINTS -� •� �--�- -k^ -� , Com' 1444.v2 .� +� / '/ y - I +- '-; f.�`il �� . � x,-W - �� +.-f/�� ���I:�s�(P �t�. Cl.) r tF �s,� (1) J I F 1 MIN i � Lr1ff.7I1 r '• g-,44,24-6 J Y IJt/ fJf T C y ( ,i---- 4 1, _f1 1 I j�fyr {,�yI /�rI Jlta1� �aa M�ifyl Af^tj' 1 I I I ._. .-.x . - _ I S I I' I --1 -.v-H !-L 4/1 ( IY I �I 1 1-=-1 t ? I - 1...-:---,1- 1-� _I 18 MIN GROWING MEDIUM .�.�.—I l_._ 1___ I _. _I ,I ;; -:-.--1_I>� '1.�. I _ � � ,��. 0 re? lr���OM�.d l:1r�.!"r i�/ l��r�1'T'r,�;,. i� II I I _ i I f� .fir I J I _I_ I 1 1 • 3 DEEP (3/4" - 1/4") /'!4.1/4ik c,iLi ! 1 1 1 I 1 G: v CLEAN CRUSHED DRAIN ROCK . • `7 s 9rt `i$8►"#a°!s'' - s"DEEP 1-1 2" - 3/4") y3, ,,' .. ,- k (-4 , r 3 1 CLEAN CRUSHED DRAIN ROCK { 1„. '7 rt Le/PA RATE tr r- t A R F(//Al ' ' ...____CONVEYANCE • tiLx sa G ' : NATIVE OVERFLOW TO .1 SUBGRAa r V. "c ,44-4,0$4(01/...f --rn• c. 44`.ca" Al(HIMki.(C NON-WOVEN GEOTEXTILE }`I f. +Fr.i,,...1114...___ � r FILTER FABRIC • NOSCALE . 'e.3. ''41 i 1c, I" _ °•r. $ `• ....._ . .. 7:4D, .,fid t.,;, s7 46474 4 r i 1 N }R4..,:',...I. c .F! • - NOTES: e' S • 1. PUBLIC WATER OUAL3TY AND/OR QUANTITY SYSTEM ; tlt A - , :sir} ,r .. ,,,. 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM. OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM ` .. �"' - --' rt - PONDING. PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. LI r' ri 14/1/1.141, i i.T-• V, 3. IF USING THE NATIVE SOIL INFILTRATION FOR SIZING. THE RATE SHALL BE DETERMINED BY ASTM ..?;I') N"1 • STANDARD TESTING METHODS. 4. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW , '.,' "' Er"`�+- egiO' 1!' i tri.4-A4.. DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT ' ENTRY OF THE FACIUTY. _ r.d %I _ 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 1S" MINIMUM OF '�f }''� • GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. 6. VEGETATION TO BE USED IN WET AREAS OF THE BASIN IS PER APPENDIX "A" OF R&O 07-20 FOR THE WET MOISTURE CONDITIONS. - ii ..- 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT LIST OF THIS HANDBOOK -R' (.- 1 '_ (ill / AS APPROVED BY DISTRICT. - -` NON-STRUCTURAL LPDA CALCULATIONS DETAILS - PLANTER/RAIN GARDEN HANDBOOK C9ean\ IFA6E 14 DRAWING NO, 797 REVISED 05-16 TIM MEEKER DESIGN `' HOME ADDITION 11180 51A1 ERROL ST SCALE 4171.226.18214171.226.18216 timmeeker@live corn ANDY AND KATIE MEEKER TIGARD OR 1/3/2018 2 STRAPS FRONT&BACK EDGE NAIL 8d COMMON 4 STRAPS TOTAL EA.END NOTES: 14\. y0. 8 STRAPS PER FRAME 1. VERTICAL DOWELS ARE#4 W/6"LEG. I tMIN. 1000#EA. 2, HORIZONTAL WALL REINF.MIN. 1-#$OR It "...---- ti � PER HOLD DOWN REQUIREMENT WHICHEVER IS k ' MORE RESTRICTIVE. T 50L10 BLOCK AND EDGE NAIL ALL 3.ANCHOR BOLTS ARE 21/2"x t 2"MIN,PER PNL. �" i EDGES IF HOW SEAM OCCURS TOP OF WALL" 4. ROOF IS TO BE SHEATHED WITH A.P.A. RATED (APPLIES TO ALL BRACED PANELS \; ? STRUCTURAL USE PANELS. 4g 1,+` �) r �` � AND Al_TERNaTE BRACED PANELS) i y FIELD NAIL 8d COMMON 12"O.C. i II03 ° 1 I w r I y___- ft + -/ MIN.4 x 12 HEADER R-CONTINUOUS 1 11 1=0 • MINIMUM 3/8"STRUCTURAL.WOOD I-- I I 1 NOTE:HEADER WIDTH MUST BE THE 1 °C ' III PANEL SEATHING I [. Q SAME AS SUPPORT FRAMING. x " n.I-- �. A teC Ifi # - WO I . ,. 2X STUDS(TVPICAI.LY 16"0.G) 1.-. �._..... MIN.4 x 4 EA,SIDE c .: CV CO I' 1 � { °� �© 1L 1 r �.' i 1 ANCHOR BOLTS WITH PL WASHERS _ fV ... 1 r J--' r GYPSUM BOARD MIN.4800#HOLD DOWN �I g BRAGS WALL 2 PER PANEL,4 TOTAL l !l '.•. ye INSTALL PER MFRS.SPECIFICATIONS ! ..► E J -4' SUPPORT ON FOUNDATION d—t `_� OR ON FLOOR WITH 3-NAILS ii ' '; m d -1/2 GYPSUM- © _ z PER EA.16"TO DBL,JOIST BELOW. r" " l ..— • • FASTENERS T' OG AT - DOUBLE BOTTOM PLATE '4t ! �_ �ifEDGES AND FIELD [ ;_ , r-- i, i _..___d- , 1 221/2" 1. 221/2 i MIN. 15"x 7"FOOTING MIN. MIN. PANEL , WITH 2-#4 CONT.EXTEND 10 FT MIN.PANEL WIDTH AROUND CORNERS. WIDTH THE PANELS AT EACH END OF EACH PORTAL CONTINUOUS SHEATHING 1 STORY STRUCTURE FRAME MUST BE EQUAL WIDTH AND HEIGHT 4 lNALL PANEL PORTAL FRAME HEADER TO POST STRAPS: LSTA1 S HOLD DO3NNS: HDUS t 2x6 PT SILL WITH 3,1/2"CONCRETE SLAB ANCHOR BOLTS: SSTB2S 1/2"x10"GALV"J"BOLT WITH 6"X6"MESH MAX:6'oc-12 FROM SILL ENDS WITH HYDRONIG HEAT GALV PLATE MASHER 4 Mae Orme SSTB Bolts at Stemwall: Garage Front il►';� D tf�a mew*reaelea Ueda " „ r • R-10 XP5 UNDER ENTIRE FLOOR trona stemma Mad Sae C-: r ' 4) ' r-*. WIMMiWAMMMMEPArirArA R-20 XP5 2'OUT FROM PERIMETER Step-Down pgHy Cantor 1 PirgEEIMMIM 1 6 MILL V.B.UNDER SST828 8 1 29/ 241 7,015 7,045 5.895 5,920 123.FL,L20 1 -61 i/ . 1 —1� Caen end '� .'� rd e '`�z.,,\ /,,-` . • � COMPACTED FILL rla MONOLITHIC POUR Mbl-PersPective6"CONCRETE WALL �'O U N DAT I O N Stemwall frin. LEI is mh 4*111111. I WITH 1 -#4 VERT REBAR-4'oc Garage Front ` Plan Vera, 4.4.,„_____e_,_, " `-""J� ON 12 X 6 FOOTING WITH 2-#4 HORIZONTAL REBAR DETAIL :DU Vertical Installation ...„ _ ,, -m- w. -.- -.,. .,.. �. :�, .�� uaemscro ,.4. t, m„x, .u.. a�-.v..,:.,u.�.w.s:.:�r„�.,a.:.-.�ra ...�sra�.�.;..,:uw.�.s.w.a::.-�,. �.nw.�„ .. <a, v::.w. w�a w..-N :uw.•»:e. �r:a,....�rv.»Y•».t;,,�.�rmcv.:.,a ,,a u��s�.cu,�...rsr..�c�,m�,_.�._m -. rr.��, ,;rew..v ea.....�.� sx„ u. ,.. asrn�aa-aa .� ,�. �.:.�.re�aa�, asara, .,man�;es .,aA�.+a.,-.s:,,a.,..,:�.,.rv.��wwsaa.,...,ss TIM MEEKER DESIGN 971 226 7327 HOME ADDITON 11150 51"1 ERROL ST NO SCALE timmeeker@live.com AND KATIE MEEKER TIGARD OR 12/30/2017 I I i 1 1 v * / N. i / \\*... i gt / N. STANDING SEAM METAL ROOFING /// N. ON 1/2"COX PLYWOOD SHEETING 2 X 8 RIDGE BOARD ON 2 X 6 RAFTERS-24"oc I 2x4 COLLER TIES-24"oc / 2x4 RIDGE SUPPORT ON DOUBLE CEILING JOIST 12 TOP OF 2x6 RAFTERS MATCH g / 6'oc 10 TOP OF MAIN HOUSE 2x10 RAFTERS "111111i / 2x6 BUILD UP • / :-1.%, , 2 x 10 JOISTS 16"OC / 1 st b"FASCIA GUTTER ON 1,` 2 x 8 FASCIA BOARD /1/2"DRYWALL 3/4"PLYWOOD H2.5A CLIPS �/ SHEATHING AT EA.RAFTER CEDAR SIDING ON-1116"WAFER SHEETING loskrkr ON2XbSTUDS-16"OC GARAGE MAIN HOUSE 2x4 BLOCKING AT I FIISH FLOORSHEATHING JOINT B CONCRETEON FILL i LSLOPE ETOFROMPACTEN - __ T J� ill l IT ii 111-_-A---__-_1Ill 111-lull III 11�=11i III Lll III II_I,I III =III 111 III_Ili III II; IIS I it III 1 II III II_I- II 'il iil III Ill-Iii "I li III II �:, II i -111 111E1 i� �ll� =111, II I! III III=III III 111 1! 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IQ ON NS VAULT RAFTERS-24"oc s 1 +3DMnxx_ 1 * R-36 CLOSED CELL FOAM INS. 1 --_ RAFTER'CI LING JOISTS(R802 7I) fl i 1 2x10 RAFTERS 24"oc NON VENTED ROOF ASSEMBLY1. 1N1 R-36 CLOSED CELL FOAM INS. 1� 12 • f✓fff 10 I J ffffjf i� ��/ ffj 314"CDX PLYWOOD DI MAX PIPE OR CONDUIT YIN M'.N.FROMTOP i ��f�j ON 2x10 JOIST-16"oc 2X6 RAFTER SEAT PLATE ANQ 00.TQMQF.X�15- Q;,,C-n„L.CPTH, ,�-t/ jj R-49 CLOSED CELL FOAM INS. 1 •k b"FASCIA GUTTER ON ���`- ff H2.5A CLIPS i f 14 AT EA.RAFTER 2 x b FASCIA BOARD ��1/ j�'0;; & i INURE ili11RE 1 111 1 1111 11111 III 11 111.11111;1 4x12 HEADER-TYPICAL- / -....: _ CEDAR SIDING ON 711b"WAFER SHEETING 112"DRYWALL r.....-. ON 2 X 6 STUDS-16"OG II LIVING TYPICAL = R-21 BATT INSULATION 1 I11 e- d- _ I6 • 3,1/2"CONCRETE SLAB _ 2x4 BLOCKING AT WITH 6"X6"MESH 1 BEDROOM = SHEATHING JOINT I WITH HYDRONIC HEAT WITH R-10 FOAM BOARD INS. SEE FOUNDATION DETAIL _ ,i, 2x6 PT SILL PLATES BELOW WALL ALL COVER: 2xb PT SILL - =�- PAINTED ALUMINUM FLASHING WITH SILL SEAL / } / = ON 1/2"PT PLYWOOD WITH"REDGARD"SEALANT N TYPICAL asap ii'i l II. / I1; I' 111-7-11H USE STAINLESS STEEL FASTENERS. 1 -i 1__'1-1.__1[1 IiII-!!' I.I-_I I =III--' I I"_-!I ilf �I-1 L '11-=i1__lil-1G 11 111=II' '1� I!1_-III li===III I'1 tIf-1' i'1 ?I_I 1.1 lil- 11 1 11-1'r-11101i POLYURETHANE CAULK AT SLAB JOINT - _I_I_ L_flitJ . 11' ill_=' J F ill =l G-1 l l l l 1-=1 -ill !I'_I I :11 i' Ili-11' III Ili-l l -111l a l _ � 111_-111 � II-_{1i1 (=1 1 „iI',Gii� _.11_!1' ili 1=i -!. 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