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HomeMy WebLinkAbout0013 MATTHIAS LANE - PLANS 7 1 L.1 Y U) Q W ui DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH AND BOTH TOP * BOTTOM OF WALL ARE PROPERLY SERCURED. z PLACE 2 #5 RE5ARS AT N ° i I V) R TOP OF WALL AROUND ALL DOOR WINDOW, rE OTHERuj WALL OPEkINGS. ; a :. :• a.' Q ui I- _— 2" DUST CAP 0 CARRY DAMPROOFING =I I == I I w OVER TOP OF —_ ° �- W o FOOTING Z = I I �QQ �o~_n 2X4 KEYWAY CONTRACTOR TO VERIFY '`'m m o 0 3�m z —_ EXISTING FLOOR FRAMIMG i o uj oo o w mm Z o =mo�u-U) Z L� -�- J I Z > ���oZp=Npz NO.5 REBARS, CONT. _ = I = I =I I _ EXISTING BEAMSo o w d o moo x z w TO BE VERIFIED V Z w o Z I.-.�w Q o =I — I = I= I — = I= = I CRAWL SPACE CRAWL SPACE 0 n0 �I I�il III��II ICI II II III��I II�II b w °N 51 8- 5• I r .I ( I SAW-CUT V-0" OPENING r v I— J TO ACCESS CRAWL SPACE NOTE: FOOTING SHALL SEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, tO PEAT, 8 V 1 �T ,�' W LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. J V d TYPICAL CRAWL SPACE FOOTING �— -�- --i Q , 11 EXISTING TO REMAIN Q SCALE 1-1/2" = 1'—0" L V �► POST DOWN z i- 6 FROM FLUSH w " BEAM o -}- --I --`9 - ------------- w w; 31_bn ---� - -------------- �N I� \ DROP TOP SAW-CUT V-0" OPENING p I OF WALL 16" TO ACCESS CRAWL SPACE is ct > Z +� PLUMBING g II — I w a PROVIDE #5 BARS 0 7 v _ o ' 8-2x126UCTFL�03F GIRT I I 12" O.C. VERT. IN MAIN Q — I FOUNDATION WALL TIE INTO O i s FROST WALLS, TYPICAL >-R 5=' z�W K a o o a S. 4x4x.250 ( ^i 2 I _ CONNECTION WHERE POUR >> COLUMN I I I - w rn �w¢zz5amza� m IS NOT CONTINUOUS. fnpytnUp�O wp �'�� � _ � - - - - - - - - - - - - - _ Jlzn ZZ 3 1/2" CONC. FILLED I I 6 �ZRz�oy�HOF"Q �N ��i�o �Zma(n0WzZaocn I — — — — STL. LOLLY COLUMN 8" THK x 4'-0" - -- - - - - - - - - - - - - - I I CONC. WALL ON - w ON 50"x30"x12" DP I CON'T 16"x8" CONC. m w w 5 w o z m o w y w Y Z a z PROVIDE #5 BARS I I GONG. FOOTING, TYP. I I FOOTING ci°a o oo� ~a`�w 12 O.C. VERT. IN MAIN FOUNDATION WALL TIE INTO I — — — — — _ — — cajviozvicFiW'0`(H?Kz STRUCTURAL PIPE COLUMN OR I I FROST WALLS, TYPICAL CONTRACTOR SHALL o a a a o cn a s p Q w z O z J z O Q p W p WE 3 1/2 CONC. FILLED STL. COL. I CONNECTION WHERE POUR I — — — — — — — — — " ar �� wo�wac�swi " IS NOT CONTINUOUS. FOOTING COVERAGE UM k a a�S�05 w�a�z�m-N � (- IQ�DrnZznwoon:waw5oo NOT TO EXCEED 10 KIPS LOADING ORy 51 IN HEIGHT. MAX. SPACING In c��asov�awpa���mu o TOP OFF W/ FLEXIBLE I I I I A•0 7'—0 O.C. a BITUMINOUS JOINT FILLER 4" CONCRETE SLAB JOINT SELANT, 6 MIL. POLY VAPOR BARRIER "SIKAFLEX IA" Lu CONCRETE FOOTING II I_ IIx1�-0" BASE PLATE 3 —o x3 o a _ I I GARAGE SLAB I I Z Z 6X(o 6/6 W W F, TOP 1/5 to I Z Q OF SLAB as I I PITCHTOARDS DOORS T a � I tu A I I BACKFILL W/ CLEAN ( I A OL i '"' Z 4 a. a a o a .5 I I COMPACTED FILL I I A.5 6 Q W o .:4 9 * FOUNDATION PLAN z v I 8" THK x 4'-0" a a a a I CONC. WALL ON I I W -- ---------- -- -------- --- ----- I GON'T 16"x8" CONC. I S O V nn,, 4 Q. I FOOTING ( 5 1 a Q 4 @ #4 REBARS, CONT. I I I I (� BOTH WAYS (TYPICAL.) I CONTRACTOR SHALL I � +--+ d I FOOTING COVERAGE MAINTAIN 45" UM I I Z Q DROP TOP 4 OF WALL \\%\\/\\/\\/\\/ 4 \\/\\/\\/ I ( O J \/\ LL /j\/j\/j\fj \/j\/j�/j�/j�/j�/j\�/j�/j�/%/%/%/%/%/%/%/% ------------ \ /\ \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\/\\j\\j\\j\\j\\j\\j\\\\j\\ \\j\\j\\j _ — — — — — — — — — — — — — — — — — — — — LLI /\//\//\ XXXX\\j\\/\\/�\ 1 631-7 \ \ / Y 6 TFaYL r* I 27 o- 11 II ' n 3" �t3/S ��4' Uj W MIN. 3-o MI 4 � ht. �� W � W z GENERAL_ NOTES : BASE1"IENT NOTES : _ � z W Q z : � NOTE, N�TU�e�N LA�Lr G FRO Of RANULAR FIAT, STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION 1. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 20#5 TOP o W Q LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR # BOTTOM BAWEST FOUNDATION ON 10"X20" STRIP FOOTING. a CL o IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. WALL PLASTER HOARD/FINISH. PROVIDE 46#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ -' Q � = a O KEYWAY. PROVIDE #5 VERT. DOWELS 0 24" O.C. HORIZ. EXTENDED °' N o b u- CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL V-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 1/2"X12" ANCHOR / w w o EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION BOLTS 0 4'-0" O.C. MAX. _ --•I Q 0 uj AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE ~ _ >- z m TYPICAL COLUMN FOOTING DETAIL NECESSARY TO INSURE SUCH PROTECTION. 2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. m o � CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED z SCALE 1 i/2"=1'-O" CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER 3. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. REQUIRED BY CODE (WINDOWS OR MECHANICAL) QO CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 4. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL 4ON MINIMUM COVER. IW- INTEGRITY OF EXISTING HOUSE. O Q CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED 5. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. I CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS 1-4 AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS 6. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. WORK PROGRESSES. „II d' 7. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING et' NEW CRAWL SPACE DUST CAP TO BE LOCATED NO MORE THAN V-4" INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENT16N \ FROM TOP OF FOUNDATION WALL, IN DEPTH BECAUSE OF LOCATION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. �'' Z �\ OF SEPTIC LEACH FIELD. S. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES W/ EXISTING � \J FIRST FLOOR. CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALL AS ~ ` NECESSARY TO ENSURE DESIGN INTENT. '�' W W N < W LLJ Q � U i O N w --------------------------- I I W H Q I I I. CONTRACTOR TO REMOVE EXIST. DECK ww _sa )-wmpo 20'-3" azQoa�ZN= 101 IV2 B xo =z=zwo A.5 >_mw0w Pa-z ��uj uJaoz��o TW2446 TW2446 TW2446 ui ,,,o 3ui riI 0U �a�(nrm�ti-n w! 2417 � ¢o�trnn aZ o (nO m TRANSOM o50V O oozoxz lk wNI zwozou- v�w<b II I 00 CEILING FAN/LIGHT, ° _ i _ w o -----I----� ' i I F w � rr--� I ---- LAI ' ANTR1''' .� U 0 L----- d I -- ----- -S++EL�JEs-I --I �i tJ MASTER BEDROOM i 3068 PKT. 'Q', z } 171 n I 13'-7" g -Oy <9_1 8'-6y" ,34\10" II o t� LrI c�l I 2'-lO " I d 3'-8" w w n 3 I y 2 1 O N cNv 1 I = I— Q M Cp;� ° ° LIN. I WALK-IN CLOSET IN Q7 t- -LA I- --9 -a- o o Z �Q pdo '----- — ----- � — —�--! �~c�i� 4w]m�+- -NUUUZ� cv 3 -11 o M.BAT�I z �00?- oFw�aj _ 3'-1y2"t 71-q" m GLASS _ z 43 Y:JOJ W Z N�-U' O I ��'ZpN ��WNV2VOOmm J o N IlkWALL -__ --J o o Q ���o,000:m Wv ¢OW (t1 ❑ -------- _ — -- --I 4� aWWowo zQoaozxi ace ----- - t4 Qf_ C - N�w0F bn I KO-LER 4'_ - ----- oao Nw ` mwwao(n ��WO ¢za CL m#KL338 USTO OWER a i o dZw N a a - w �4 4 -10 F)fln6Zs ;imzo3na m ItoCLOSET Z<lqswzoowmazWm w Q awNoav=iawaw¢w��v�i ? }- ��se 20 MIN. DOOR- `o Fsd EN Y 6 I— 2-2068 n 1 P LL ►DOWN a 30 I— — — — — —I TW2442 e f�` W v 0 ❑ Elln L Q B LL QU) Lu 5 � Z w 2 CAP, GARAGE 0 IL LU .5 A. �� FLOOR FLAN w T z -------------------------------------------- 1L —1 1 NALL KEYco OL Q--- EXISTING WALLS 1 WALLS TO BE REMOVED g016 O.H.777777777771 w �! �/ PROPOSED WALLS w � U) w oW _ z l- OyLJ " 16'-0° 3'-l0Y" 3'-6Y" 1_ 1� ¢ ¢ w o Z 3 0 z0H- o - 23'-g"t 121-211 zon zo < a � w CID o � � N 0 = o NOT � Dmzm I ALL NDONS ARE TO BE o m HIGH IMPACT RESISTANT GLASS " z ANDERSON 400 SERIES co TN N/ APPLIED GRILLES INSIDE AND OUTSIDE 1. ALL EXTERIOR WALLS SHALL BE 2Xfo e>` 0 16 O.C. UNLESS OTHERWISE NOTED. i p 2. ALL INTERIOR WALLS SHALL BE 2X4 f 16" O.C. UNLESS OTHERWISE NOTED. ItIl 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 0 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS Cat z PRIOR TO CONSTRUCTION. CONTRACTOR W ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO u THE ATTENTION OF THE DESIGNER. p CIO - - --------------- --- - -- -- _�I-- --------- -- - - -- _ -- — ------ ------- - . z �$ w O Y V) w uj 0 V Z O w EXISTING TO REMAIN , Iw- Q 0 w — < > WF- WV)�ZQQV)0 Wo-JW�p o-mzwo }mcoamw�F-O-z CUSTOM CUPOLA w U w m o w o mown- Wmzw Ho w =w F- _N��cr-<V) - >�oWOF- 0z Ix RAKE DETAIL z �o�oc� MATCH EXISTING O Owoomo xMw v zrrc. ZOLL- W <O �m N mm 12 01 N t2D w M IX WINDOW/DOOR 0 CASING (JAMBS) TO w �Lo MATCH EXISTING _ �E r� m o 48 12 D _ _ _ — — — _ . _ . _ . _.__ �-i �i p-- F_ z * . _ W rd N W0 N W � > Zm Q� MATCH EXISTING ? �ro F- ;0 INGo Q } z O "�za CORNER BOARDS TO MATCH EXISTING zzc�a�mza� �oN oF=waDFWS-�ELU — — — — — — — - — • — • — - — • — - — • — • — . — . _ _ . _ _ m�aooczoj�� a`iwWc�Qoa� zcoi���xZma`���zzao�n ww�-0 inmo¢oZYE-5- a0 a a o z c�QivNi0zviUWWw�� �ww2W 8" CUSTOM SQUARE COLUMN w J w z o w' z O U N Z o w N Z 2 W¢N RoN� �. V>�,� i oN w ZOZz z zwm a> m ¢w�m>-woc�-nwacaS� W �a t..5wzo wm zw FQ 3Vmmwm< -Wwa W—mN <LUcnN ZZ 002ww<w<wj LJ oO V)0 <aoV)<2aC. FMLL L W U ZZ CUSTOM CUPOLA 11l (� Q W Z Z � W J O O w 4 Q > QLu LIA l EZ Q � ROOF SHINGLES TO r ^ O m MATCH EXISTING UA r _ r I MOULDING TO r MATCH EXISTING — _ — . — _ _ . _._. . — . _ . _ . _ . _ . _ . _ . _ — _ IX FRIEZE TO w (A MATCH EXISTING o 0 0 �z z Lu z SHINGLE SIDING TO EXISTING DECK TO ¢ o MATCH EXISTING BE REMOVED z go o w IX WINDOW/DOOR Q Q 0- 0 0 CASING (JAMBS) TO Hill 11 111 o w N MATCH EXISTING _ o IITI�� II Illr�lrrn-nlll � ZQNW ' III II IIIIII IIIIIIIIIIiI � > zm CORNER BOARDS III II II II I I I I II II II II I I m o TO MATCH EXISTING III II II II I I I I II II II III v z l_ . _ . _ . — 0 6" CUSTOM SQUARE COLUMN I G 147 L L E V A 7 ( Q N " � ef' tit z I- r, w U w w Y Q W a i j Z O W EXISTING TO REMAIN w F- Q 0 Ld w <v—i zLdF- oo w-'z Q0cac_ncn XZO_jwzQz� win 0D3.QWp CUSTOM CUPOLA moWoFLwpzw w� wI-o w v)iE w U Z F- -F- (n- C=� w�~mO�a m 0 Z ry V)j p w O p z a F Xr~zg=�Op O owoOM-muw 1x RAKE DETAIL U zirvz0w3wQo MATCH EXISTING w °" UJLg rtOi 12 ►—a �i o ZLIJI 12� SIDING TO Lu �� MATCH EXISTING ,�, U m o _ a O o ~ © W 0 Q _. . — . — . — — — — — — — — — — . — . — . — . — . — . — . _ . CUSTOM WINDOW HEADS NCO Li w NN - > z� F- Q to Z �00 THERMATRU INSULATED N `tto _ — - -- FIBERGLASS 9 LITE DOOR I r r�s 2� zz z " u5wZZ5=1 zwr-<o CORNER BOARDS >o�mo�wa��WS,—_j fiuP TO MATCH EXISTING w 3o''zzua-,mZ<D orm�m�mKbmrnF zK U UZQo�z �o�� Ur �v> fn �UW=��OZ�100�oZ�'iF-�W Z Y a U m�ONo pf2�OUw"�OpL �F��1-�Q� Q Ur�Ow UVI}ZcnUwwwtnOOUm�=Z� ���` � ,�� lO� EXISTING WINDOW o°31ffi1 wv>n`�`rv�i R Y TO BE RELOCATED zaok'za-irnrW�"2�o'''w U m-tnzoo�v� �zw arzaaWSwzoOwm° zw-' �4Qw U5 D ~zo1-vwi0 0 9c . Z�EODQJ I-��mlOi 00. icnOF-<o0VM2oa I Y Y z z O_ w cn Q (o z 4 CUSTOM CUPOLA z J I �► z w (n OL OJ w ROOF SHINGLES TO MATCH EXISTING N w LL Q w O W Z F-- Q Q � U o z MOULDING TO z -,0.-; w Q MATCH EXISTING Q o 0. 0 J O SHINGLE SIDING TO n cn o v EXISTING DECK TO MATCH EXISTING BE REMOVED IX WINDOW/DOOR m p g CASING (JAMBS) TO c� z -n-R---r-- lein--,- -- I MATCH EXISTING II II II II II II II II II 11 II II II II II II c I III II II II II II II III III II II II II II II II I I III II II II II II II III III II II II II II II III CORNER BOARDS mo I III II II II II II II III III II II II II II II III _ TO MATCH EXISTING Willi 11 ====__====_= O IL --- --- i ,-------7r------- II � i d LFFT FL.EVA71ON Z �- 02 U w .� o 7) W 0 Ile, 0 Q W 0 � U uj II Z io 0 in A 5 I CONTINUOUS RIDGE VENT > 2-1 3/4"x14" LVL RIDGE W 12 \ 12� \ASPt-IALTROOF SHINGLES , r� CONTINUOUS RIDGE VENT — — — — — — — — — 10 0 16" 0. — — — _ — . — - — . — . — ON 2x10 ROOF RAFTERS \� \ EXISTING 2x RIDGE 5/8" CDX SHEATHING u� \\ SNOW 4 ICE MEMBRANE p � " 15# BUILDING PAPER -j \�\ ON 2x10 ROOF RAFTERS w of GYP BD ON 1x3 STRAPS 0 16" O.C. 5/8" CDX SHEATHING > ¢ ,�i zo w En¢ zwl--_o ��"'Qf�,�G� R-30 FBGLS. INSUL \ 15# BUILDING PAPER x o a o z o z g \ w�° � z �O I 10t m0w0ackfmz� R-30 FBGLS. INSUL w O w C o w o 0 TYPICAL 3/4" T 8 G i��l EXISTING RAFTER'S w N M UJ v Z F- q PLYWOOD SUBFLOOR TO REMAINA I 2 2t GLUED d NAILED TO JOISTS _ _ . — . — . — IX FASCIA 7- _� �¢ �z A5 . — . — " IX FASCIA W/ ALUMINUM GUTTER o w=0°o x 0:2a In z . 2 x 10 S ® ib O.G. _ ca I,� — — . — W/ ALUMINUM GUTTER cn>_o O o o cn o z W10x30 2x8 0 16 O.G. 2x8 ® 16 O.C. -- -- — — . — . — _ / 1 DROPPED STL. BM. — . '� " ALIGN SOFFITS I w ~ z x o aa-LLJ v o � -- a-Ina►-¢��mou, Owoo=O-xzw 1 1 SOFFIT U zw0zol_§w¢o / PROVIDE 1 LAYER 5/8" 1X SOFFIT w STRIP VENT TYPE "X" FIRECODE GWB GOR-A-VENT 9i� ' '� GOR-A-VENT 0 CONNECTIONS W/ LIVING SPACE STRIP VENT ; 3-1 / xq/4 LVL cZ� r o a FLUSH BEAM 2x4616" O.C. `a°D W 0 1 o GARAGE 2x4�i6" O.C. 1/2" CDX. SHEATHING w _j I GARAGE d OTHER FILLED FOUNDATIONS: 1/2" CDX. SHEATHING r LAUNDRY HALL WALK-IN CLOSET CLOSET ENTRY 1/2" GWB 1—+ , o b 8" W/20#5 TOP 4 BOTTOM BAR. REST FOUNDATION ON 20"X10" STRIP FOOTING. 1/2" GWB uFi PROVIDE 20#5 HORIZ. BARS CONT. IN STRIP a �---a fL 0v FOOTING W/ KEYWAY. LAP TOP #5 BARS TO VAPOR BARRIER w --VAPOR BARRIER � 0 MAIN WALL BARS. PROVIDE TRANSITION TYPICAL 3/4" T 4 G TYVEK HOUSEWRAP � 1� � Ov � REINFORCING W/#5 HORIZ. BARS SPACED TYVEK HOUSEWRAP PLYWOOD SUBFLOOR i'" �� 0 0 VERT. 0 12" O.C. PROVIDE 5/8"X12" ANCHOR GLUED 4 NAILED TO JOIS / — ( ) BOLTS 0 4'-0" O.C. MAX. ----" — SIDING (SEE ELEVS.) — . — SIDING SEE ELEVS. 2x10 0 16" O.G. 4" CONCRETE SLAB 2X4 P.T SILL — — — RIM JOIST W/ SILL SEALER w =1111- GLEAN COMPACTED SAND =111I -1111-llll EXISTING -IIII= r W%SILL SEALER w o -1111 III- o o-. -1111 CRAWL SPACE CRAWL SPACE 5 IIIIT �" Z z — A.5 = �, N 1 u N d F E z co F- Q n z �ro F- ;o Q � �lk CROSS SECTION T�-IRU LAUNDRY `!� N �o=J z�w ZWFaO `twmo � w—Nc'6 RY >o�N o W ma c��Wz� p wza= w�zzodN�Zc� CROSS SECTION T1' �IRU GARAGE o m 14 SCALE: 1/4"- -0" SCALE: 1/4"=V 0" dpV om-' �p00m��2 UZ ,Ztn Qp°��avo��bippzoZ>ai jWW-'�OZNp�0a0zYF'a�.C.) mF_ooF Foow�Fmwzwz 4a- .! �trgdda o f-rzwv�oQdvVi p Q W Z p Z O fffi Zir U,'�p z Wp W {¢ p�Q�¢ S w zoo Wm°WW'z_wCO F-QQ3�NCO W Dd~ZpF-Wl, w l QwN oIa(nxwawdwdXw F-K=In?Z=)cn �00 woF-QpOfndtip CL m4.a. \-T "TYVEK" HOUSEWRAP CDX PLYWOOD ( V 1 U z z 2X4 0 16" O.C. z O Q� R-1q O _ ASPHALT SHINGLES FIBERGLASS INSUL. — LU Q I +. ASPHALT RIDGE CAP Q Q 6 MIL. POLY VAPOR BARRIER LU CDX SHEATHING , ROLL VENT w O W J R30 BATT INSUL. I . U tQ 3/4' T*G PLYWD. SUBFLOOR RIDGE I Q �' GWB Lu/SKIM COAT PLASTER GLUE ✓9' NAIL TO JOISTS ON ix STRAPPING ib" O.G. I : MA YVARY) L SIZES � Z +-� CONT. RAFTER VENT 4 VENT BAFFLE / SHINLGES TO MATCH EXISTING — / I ROOF SHINGLES TO MATCH Q AC / EXSITING ^ (o ICE AND WATER BARRIER MEMBRANE / — V j 3'-0" FROM SAVE / RIM JOIST OR DBL. PERIMETER / 15# FELT PAPER CARRY UP / %2 CDX P.T. PLYWD. 5/8" CDX PLYWOOD � O � AL. DRIP EDGE / / BOTTOM 6" OVER ICE 4 WATER BARRIER RAFTER VENT-- uj OL / 2x6 P.T. SILL INKS fL R GRE SILL SEALER TAvG _ 2x10 RAFTERS ' lye �yo �2' DIA. 15" GALV. ANCHOR ',��+ '` 7Y a V w BOLT 0 4'-0" O.C. �. ��3T f,. <c I,-. a- CORA-VENT STRIP VENT I"I ° �` a R cC� 0 O w z zLdg FILL $ TAMP 5' OUT FOR I d 40 �Q ¢ v 0 Ix FREIZE IVFT. SLOPE: PROVIDE �I ° z w o z 12" BED OF 5/' STONE I I d - o w o 4 SIDING WHERE NO GUTTERS - �� a v a o d TYP. WALL - I `� N woo Z) O O rt AROUND ALRLSOPEN OPENINGS ~ D m CONT. 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