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HRLI SCL 8 \.- - _ •! tom- L _ - i R - - - - . - _ � - F�.11G3. Ott� 1r� MTT I NO MW..1E f•s - - .- _ ~•'>..:5.=. _ _ _ _ _ 4 7•-- - - 7< E_f - - �[ He11 1IVC� 8 -. �J 2' - - _ _ 1•' - I 4. - 4 ='R -- C - - - - - - 8 RAN 111�lC3= L:A _ ,+ S 31 NTH I Nb E. :Y . . i .3: • . s a'! •,rte i .":4 x ,-. - _ - - - , -- :�. " , -1 y a ' &ik ,.a r - �;:" .. - -. _ Y ' � •>r .1-yr - .a•' -.i..__ - i _ , • - ._ Q 0�` - 1''"t is}; !' }�` _ r'I� .•T - _- - - - - • - ♦ - 3/•4 PL7WaOf) PalQl''! TO 1? -$ - I 'ur f ,Q' 1r -'Ll"' f_- S _ _ +1. _ t y.-, TE 1 _ •- _ _ - -- - - - _ - - - -. - _ _ _ Y N% ' ;�L :_Y•• _�. _ 1 � 1 t-: tki _ NTRY ST I S� �fO � I7� _ "R. �, � �. lt. D N Q�E STONE. 16 0��. x�ER ASH I Na { � �� n � �. : � o F.T-• , .. ;° f` WROUGHT 1 904 ibANDB s j ��Y(11 '-+,/ ' '" - _ 2x 6 Sd1NNt�ED CED11 'CI1P. W/ r'S+ �, •�' .i _ ^ - - - �i.l1T of - {3 � 1 -` - - - - - - r .; ^° I 3 x 1/4 W / 8 1 1/� x 3%• . 3/44 x i/2 D ADp t Y OTOM YF..NEE.R ' a 3 _ LAO bt)LT8 W / HAMIRED HE11D3. YY, } '1/8 TREATED PLYt+ OOD t (BLACK) t j6 14 x 10 CEDAR P05T I 1 1/2' x 1 1/2' STEEL TUEE 3x6 SAKCeD CEDAR CAP x10 CEDAR PICKETS F 1 LL 15TWN SPACES MATCH P1TT EN- bTWN - �' - - - - - - - - • {"". - .. - _ - - 1 •, kk / k - f _ , -fig . s f 60AROS T4 W. I . P I CKETS r F r y 1 8 - •4 x 1 1/2 W. 1 . F E r �t ,; ;' ti'. d _ •=i ' :.z�;� t-AG 15OLTS W/ . — 1 1/2 x 1 1121' 6TEEL TUbe a � = o o� HAMMERED HEADSi CEg11R 1WD l , '-, i 2 x 6 SANOP-0 CED11R BASE W/ T� WROUGHT I RDN 13 OET .TO 'f WELD TO W. I . P 1 CKET9 � 13EVEt P r MATCH COPPED CAP i � R4 � fi � � . RAIII �G WOOD PICKET TERIOR.DI M t � � 1� C ` r k t CLAW: "54' GEDR SH I NOLES - — , 1x3 1104 I ZONTAL 0 6 O.C. _ a ?• 2x2 YER7ICAL O.C. � s _ .. 'RUP.#A I MD �'�T _ � CLA58 bff MOAR 5H I Na -5 3/8 ROOF BEATH I NQ 2x 10 ELOC;C W/ 2" 11 t R 51'hCE R0 .JO 18T RE 8T ]CT. - `� W/ 81, EXPQSUR(ROW 2'x8'� ' SCUPPER 1X3 HOR 1 ZONTAL 8' O.C. --- .— I N$I.iLAT 10N ` ' } (2.X8 TAI I L$ MIN: ! 4 2X2 Yt=RT I CAL • 16' O.C. 6 T�•3 C.EDAR SOFP I T._ 16o X. COPPER PLASH I Na _ � Y I NYL BE.#t3 SCREEN ,• _.--r;--__ __ - _ _ ��OPPER� 2x 6 ' ro FOOF 'S11F ATH I NQ i ROOF J015T R±i BTRUCT. - - corrucl�Y Y 2X6 (2X8 TA I L8 M 1 N. ) STLVEX JAMES' pN CT A.1. iucxra- TZs�Xv>�l A.1.A. GHTS, 1 5E , CH I MNE7 PL UP, i2 : YER I FY DIRECTION -1" '1,R ID L p 1 •, _ 1. I N6C _/�S�/T��1l f_�' j �p /�� f A,� 2x ULAT 1 NQ Yy( 2' Il 1 R Vi AVL.. - -i •. - _ - - iMil]f1:MLKf O�tltp7 11{4bJE�. //..ttii!! - • " _- .r .` - - - _ . _ _ _ - - _• - - s[RVICE.1■THS !' FR1YOl t X� YV/11. 1 _ - - - - - _ - ■TEvER JA KFA AIDED A•1.Ate, t _ ° - 2X6 WALL W IT" DOU N—a TOP PLAT2 ,.. 1/2' EXTER I OtQ SHE,�TFf I NO TISLO tin w op >, s±o>s ID e�- w 9lED IK �1Ii nL rAn yrzi6UI .,, - - - - - 1/� �! 1 G,1�i i.+t -�1 1G.nT11 llfta - • - , - --~ - _ _____ - - _ TR$ TUT39 AL^raoStsz�►A - = •? Y I NYL 5L* SCREt;N ■SEVER JAKU RUDER s F Y - Y'/�� 1 - ROGF VENT c CNT $TLALtrV + ' - - - -INS CoN[RACICL 6HAf;'��WIWYCILL ' 114UMS ANID 3GlYXT 2X6 CEDJIR F�14{1-C I 11- _! a"OM MOM T"yx.0 T . Tii►r rxcs urere uar '� : 2X4 BLOCK I NG AMr,VnlelAn010 OA Di1C1tEd IF{ ' - 2X8 CEDAR F 11SC 11l -- - _ _ - - TO THl ARICHITICS am,$, '. 2X6 BLOCK I NQ -- rR:JCEtDIN0. 2A10 CEDAR PABC I A _ T 2x , P�LOCK I NQy hAT4 Nov: ass 19 95 = + s COWL W _ s REVIMON DATIf WOOD IMI7�AL MC 8. 1996 T11 � NET t ) 6 N 4 o�rERH11NO COLD . Rood iii f'; - 10 090. .•r - y . - - - � - ' - _ _ - _ - - - - � - _ - - ,. - - - - - F •l- ^ + MATCH .IZOOP P I TCt . • _ � �� - � - 3 :.1lItJF 1'1 199!'1 T MATCH•ROOF P i TCH 4F do co CIO •o _ 4 oF t }` . s _ I f - L. 9 r- •a fir X ' 181, -D ZT, • "i' _ - .L-' - _ - - _ - - - - , - - .. . 1, - '.d= Vii_ - -ah r - • AXC 'rff _ tlr - i h - 4r , - ._ _ a- t ._, ._.f 3i--r . !'. .>:fit- - 'i'�- ,J•.. - . ._ - _ - - - -•` --. - - _. _ -_ -_ _t - _- - _ _ - _ - __ _ _ _ .- _ _ - .-- _ -. _ - _ _ - - - - lx - - >-.. P 2-•'. h_`s - b : for i zdnta 1 { 'e�a �• extend Past at'•a- j 18•-$- n'-o- _ a t e p. ��r/ [� i a g o n a I bars and Rid i t i ona Yer=t i ca l 3tee t as 3ho�iA - � } 31-0 121-60 -- 3'w0�' 3'-•4 1/4• � 3•..0• � V VA f _—------_ - .- 7 TOP g, -O" .- Ilk- I last TCX' 18'_0 _Y_� t - - -- I 1 n 00 ` 1 I I i I I � �- 3' X3' x 12 P� x 0 , I TQW 1�' '-0' o s I TOW 22, _0" 1 I t I , � -- _ -1 10 l I TOP 1 1 ' -'y4" 1 I t j �/#4 6�1P5 � _---___- ---- _-_-- __+_J I TOP 11 ' -.4" 3P L 1 —_-,� � / !2" O.C . EACi# W11Y � � I r�4.. `0 Ar �1 1 - - - -- ��_8-_ I I I 1 i ! ! "oN i l r a i �v ------------------ -- --- t + ._--______ ._- .____---_ -� --__----___--_ 71 TOW 1-7' ._O" ! 1 TOP 8' -p �`�? I s U I � TV,4 20' - 10 1/4' TOP 8' -0" I � I I l ' --4r �d� 0 TGr 1 1 Pour root i ng Cont i nuou3 a3 3n own I I t I l _ _____.__ Continue Poo} ing Re6ar When Present ________! I I �T� i - : FOUNDATION PLAN ' L2'-4 1/4' - I 12''9 1/4' 1-- �- - T05 120 -�O' I I 1 t I 5r--M FOCKaT Q j I I � , l 24` - + 2'.�2" X 12" FAD 1 \� . -0- t 1 TOW 0 r I TH I CK.�O 6LA5 TG3 1 Z I I , I I TOP 11 ' --4" I��#4 6AR3 e L------ ______________________,r__--___----__-__- I i I i I I i t 12N O.C . EACH WAY V ' POUNDAT I ON N01 ES a 1 • I l I + i _____________________________9-'V-_------_--__-__--� 1 ! 1 . Assumed max im,lm soil bearing pres�lre was 3000 FW . The design of the _ `°fi ______________ 1 TOW 12' spread footings used that soil bearing preeavre . If conditions vary the I I i � l , _ " ! I I 13 -o' i 13• a•-a' za• TOP $ 0 struatural engineer should be contacted. 2. Concrete *hall devalop 3444, ('31 compressive strength In 28 days . 3. Typlcsl foundation Wall are $" thick Ith spread footinga that ; I � + F ! i I I 1 are at least 8" thick by 16' wide . See pi ans .for larger footings or i I i----•-----•------------ - � --� �----_--..-_-..----- thicker w a t l e . - T- { 4. Ra I n.f orei ng steel shalt be A$TM-816 Grade 64. � L —_____ __ _________ � f I�� A. ►�lin (murh horizontatl reinforcement sha11 be 2-#4 bare top and bottom. ° { �`" 1 -- - --� L__1_____.-__- 1. . : 6. - Yert i ca l reinforce' .r►ent ohs 11 be a ml n i mum of ( 1 ) #3 bar spaced ;� ; I �________L____ _________________� -_-__-- ------- --- ---- — j ® ' at 32' o. 0 . See plans for additional horizontal or vertical -� -- --- _____�_------- -_� 'i-r-i- -- ��__ �r__ ��_�-_ �_ �_--------.----- � reinforcement . i - r ! -�--_ r___--__ 1-.__------_____—r �.----------------�--------- C. Dowels Into the footing shall match the frequency of tthe vertical l -- I { �' a a•-�. ! - a._g. I I I -�._4. { reinforcing . The bottom of the hook should extend within 3' of edge - - of thi, footing .and extend- s min (tram of 18" into the wa l ! - . f I 0 . At openings . 2-#4 . 6aro shall extend 24' past opening* with a ## bar �� I I t'! installed diagonally extending at least 24' each dirzcticn at the 9 ► r' rl I m I I l I corner t 124• �. Re' Inforcement Is to he continuous .around corners wlth proper splices . t T 1 I I I o P : Reinforcing steel - shall have at least 3' cover when against earth , t 120'\� �V� in•.--o, I ' � , . follow ACI 318 ( 1992) for placement , splicing and detailing of � ' \ / � ( - reinforoing ate&I. . 3. Provide bent reaar a a l l exterior corners of grade breaks Including i + ✓ I ! { L__ _,__ ..__, -__ ___ I , garage door droea . Provide �4' diagonal s Inside corner of grade breaks ; GEPTH y i2" --- 8•'4' - -- 3'-11' �v4'-1o' I I l { -��-____ 6. Anchor bolts for* attaching the treated al 1 I plate shalt Esc at tenet 1/2" i � TT� I l I--- --_--,•-.•_.....__.,-__ diameter- spaced_ 32�' 0 .e typical Iy , � 19'_s' ! 4'-4- . '�COPYRIGi-�T . .. 8. Interior floor slab* shall be a mini rum •4' thick with 6N by 6" by 10 g . l welded wire re i nfotc i rig conf ormi ng to 113TM .1186, rei of orc i ng to be f! I t J t i I x.i.t xRCx1f CT. , i nata 1 led so that. It Is' Centered In the 91 &6 . r- 1 berrnash is an a�cceptab l a ° ; I -_ -__� _ ___,___- ! 1 i I ALL R1GxTS �sHI L&M _.---_y___--�_.,.-.—�__�.. ; Ilrli D.�l'L'AfENT, A.+r>? I1f�_i�}� 1 . r I I � oZSLr.Nb I11 U-,. A4 A iubat l Lute in 1 ocat l one specified try the architect . Coitro I Jo i me *hail ! is ! 1 i P-M POCKET " I l { I s,:,rUl .T x ll�fsslun's ba provided to prevent cracking , Plooi- slabs are to be placed on a - I --- ---- -_- ------ --- r- I 5W i TOW 24 0 I I I I I -ULM 137RSF1U. _-'ray " •r r . r+ . ,V ! ! sfVk'LM J.%XZ.. BOLA A-G A. ` crushed stone base over undisturbed or compacted soil . + � I I O4� �� TOP 13 '4 �0 1 ,, T05 1.4 0 I ► 1 &F-CH:ncm.%" :. Nur xo A r I I I r t uses :N rHvu u= i1RT ■rInn "1. •grading around the building ohs ] l Insure poel'tive drainage , a minimum , � C 1_ 3 { I I (! i - .. _ THE ■klT" AUTHCA 7.411Clf of of 1 ' drop in the f I rot 10' 1 a recomne:ided, S7E` s,N� 8. A per {,meter drainage system along the footing* should ba provided I 1 12'-�• '-o I ' " ' / I i __ -�—_. _ � � 1 _ l I `aHi ccNiuACTCI sKtiu THc•�WG$L. dt'alned to day ighy sloped a minimum of IX . See soils report for specific i I r _ �'� l TN1CK i7 SLAPS 70; I4' -0' ! p I I 1NVECIMIDA:jLVLTMST,NO ` Jet ai 1 l >�. f j I I - --J I E FE" oe90rrj%)NM To �"tWr . 1 I1__ --___--_-- ---- .----------------_-_-_--_j i I � '.HAT Ixes6 LH[r:l F-LA M We" ON 11M 1AAC140- i l I © [lot ru1F FEFOAY F(?r.,,1I�1 AT ION KEY I I cd - I � � r____________________ -----------------------� I I 'N+ ----11 I '' Ahr vANA7LGM el UL5C1lEPAN[.irj I 1 t 2 xR x 12 FAD I l TOW 22' - 10 1/4' y ' wi#4 I E I alevat.ioha shown are rotative . Any decrepanclee between these elevations and o t • , , � r TOW 14 0 l : tho3e shown on various architectural drawings. site plans aid grad! ng planes � I � { � I I TOP 13' -,4' � 2" Q.C. EACH WAY 1 � TOP 10' -4" l � I DArb NOV. 2$. 1 - � I �' : I ! � ' , I - 995 : ..: could result I A changea matde i n the field , ouch changes are to be reported to ; I I i i , g' _2 1/40 ! ; I F1v:S_UNDA.a 1N:T1A$= the Architect or 6tructura 1 Engineer . I A— r W ; 1 me. a. 1919* Tit 1 1 I { i -' __ t- 1 I ' Standaird abrev i at l ons used on the foundation plan are to fol 1 own jM4. 1'. 1111113 TH I . { l ° l i I UW. 19,. 1na0 TM T.O.C. elevation at top of coI "mn (concrete elevations) , I - ! Iifi' + I tI I 3 T. O.P . 0I evat I on 'at top of foot i no T -0-I* . elevation at top of pad T .0.3 . elevation at top of• concrete slab I l r i � 1 II r-- -__ ri _—.� �._w__---__.__ _ ___ _.. ____ ___ ___J 1 T .4.W: e l *vat : on at top of foundation wall l 1 I I �z•-a 1/4' I ta' i 4•-� 1/2' ! I l 3j„) I 5W Toga 24' -o' ; I _______________-_______�- ~_ CRAWL WAC6 -• This area �Ita11 have a cal I i ,�g height of 6 feet or teas . as - - -.--- -T � ,� a;o�, �: " - . - - •" _ measured lro.m then surface of the earth to, the underside of the ---�- � - - J W'_ -------- -- — ` -- --- o otrueti�.ra.l floor me;r:bera of the floor/cet I ing` aaeembly above . � rr_______________ �L,i••"•==-�� _ _ _ 1/40- 1 ' ".Q� ` r - _ 4=6X6 4-6X6 a8T8 _ - X; • Jr 2x 10 16 _ , . _ . - - - --- -----0000-��•� - ,. � cy - 1 .• w . w - - - _ - - - , - _ - - - - - -- --r,_--rte— � - • - " - - Fi�O C:9'0 Ali ! # OF T BUSS S NEEDEf7 I I a {r _ w 0 tu 9 - T14Mh » _ 9 ' TR5 b _ N _ � :o _ - T!e[JS8_ TR��6S b .. - _ - _ __ - 1 ao �.t, 9 TRU$0 Q !, I 91, t C W& LO WLB by CONTRACTOR -- _ a = } f � � �- 4-@X6 POSTS y , _ --_11- _/40 _,� '■■{]■ Y•■I3'-d 1/40 . -�.TOP 21 tri_ r 50UTI# LIN I T TF-U56E5 r w - -.• - .,• w - - -.. _ w _ - _ C.S. 11CCES8_ - I _— - J _ - _ _ - *" - }+jT _ 4... ' (3) 11 1/8 ML {FLU80- — 1 POCK M M ET x . . T c TRU58 0 iv LGN CRIPI'i.LE WALLS' 4Y COMRACTORl • U © F06T beLOW NORTH L24 I T TK9>5FZ -+ 11.1 Z I WALL � q, -4 i IL -- �' ` s 3 to d- J41 ST5;TRii55eS ' , r ri IE- -_ • :° °" RAFTER{3 ❑ 9 cn _ cO FLOCK OUT.T. FORT— r bEAMB 1l3 f s A I R/PLUe CHE R 1 DCE3 a O 1'ERFRAM I No 1•r`ak t.� F_ Z 5 • � _ .9 1/2' TJ � i6_ ' O.C.. •� N - " �. ` -'-, _:. / OLOPB TO X11 N —2,'(6 C"wa r-3/8'A3' LAG 501ZEWe 2x4 m 30" 0.C 2X4 WE43 — - _ -- w 5(si°PORT TRU55E5 0 30" 0.C. . �_ COMFRIMI5ED OF 2X4 #2 MATERIAL r - -- } FOR WE65 W I TH 2XB CHOP—Da. copYAicH� �_— - _ — --- ' STEVEN JAM£3 PIDLN ATTACH WM8 TO CKOR05 WITH CF-- - -- __ _ — - _ ��____� A.LA. .AILCHITLCT -_ 2 LAO SCF-eW5 ../8 0 I A. X 3 LONG . ` ' —J� �. . ALL 1k1QH i_AES�RYED" a - EUM DXURLIM. 111) IRS IDW = 1 AT aACn CONNECTION EEhM I°OCKET !� jj N Am laswm xmx. As as • * -- N S iN7T baml of iWYLS51WiAL' F . _ _ - sEtVir-L 15 THE P1t"ERTY-o!__' _ V • -i — 7i ATEYE71 fAMF1 pupJ4 &I.A. 2X6 CRIPPLE WALL@ WIT" ___ T P 23' - 10 1/2" °� AI�CNunuy.AID to,= To . J I qr �' •• us" u. ■uoLR oa rma'wA1'Uour'1- TREhTED bt7TTOM PLATE �. f a�o f cu 2 -6 1/4 �} { v •• . ,,, rHs rluTrex ALZnoitlznncTl r . * _ a 1 uDa 1 6~ O.C. N �._. iTEYs,tf lkl[E* 1121�k.N SS I ' _ r - e ;I•I , IHL OoT.riIACToR i1iA1L i@ooSiGt11 y • ; INSPECT A" 5uxv&y-:"I�TIH6 - L0•-9 1/4' j 1o'-9 1/40 TOP 3 2 N I � � i� THAT iN'JS3 LF3CYls RL!1.E9t Teulw!t:cEe`nx::NIIa AC T0L SI[AL TU o'lI{FLLM ANY rAIArtoN oL D6icREANG . 1eAR 10 THE AUCFiTELI 8IC'U S V P P O� T KU S S NOTE, VERIFY LOCATION OF WALL (TYP) CR J FPLE WALLS s C.a. hCC=ss ,pbL 11 1/8 TJ I 2wF 1 -_ -. f a D kT&NOV. 28. 1 9 95 m 10" W TH WEE I - u.V[510N DATL iNIStAL`-- 1 8T I FFEN 5 * ALL ►u I�� --_----- _ ! r.o.v. �vice�a.�o _ MAR[N4 OCAT I ON5 �S I 8 __ �, LD Dec. a. 11015 TH IL Cki im. q- _ — M I T4 1 . 88 o f e Ik .a�w. i 4. «�a -" Tit • ! H SINGE I ]L @A c .. �- Q FED. 8. 1196 .-TH REAM POCKET q T 0 E►y'•c�9 oz kvt 22954 N TTY� �1[11'{j*y.�1.'- T� �1pgp,}- ■.�e�r`al ■A�_T■. �y 1111�1{.kyJ' 1Y1 -� __ la - ' Y 4.- �.1.. VIE iii F L O O & F K Y .i M I •.. - G Y il/ N e 1!4'x-• l ' -0°° . .-.. . .. . . - a >..- - 4 .4 _ _ . .-. - ... _ ,- - 3 - ' - - . - .- . _ - .- . - T"�r_'r'T• „'F-"` , - - _ -. . . - .-_ _ __ _ _ - _ - `- - - - - - _ .. - _ - - yy - -- - - . - - - - - .' r - - - _ - - - - - - - - - - - - - _ _- - - - _ ma yr, j. . - - -- - - c- _t` i/1 . f - . - - f' .- y. - _. - , . .. - . . . - - r . - " r .r C. s„1.. - I a 1 fi/8 ML W U...-TRU55. Re I A 4 - <� lwi• 3 - _ - ,to - .+4 _3 (6 C D1 R C'�5T8._ WRAI*PeO- W/SA e fMNg3 (,TYF i CAL) " 0r -, � �t1x"i I NQ lWTE3 - - . . . �� . . - - . - ��t1 . '.. Des i a11 •loads RGO� rive $0 - � . �,` � r ,i - r'% p . . Racf dead 20 i?5F - - . - � ®24 d. ��.y(�.0 - r�" ._ ,47. - . . . . . . . .. r- l.o,c r I Ive : 41) . : . . I r_-_ . � .P I oar dead 23 PF'' = Y yn -� = - I � _1____, _� ;�N .. - _ - Ce c k ! 1 v e 140 t'oP r _ r�: '�... - (� `S ,.•- . . - . "; - - _ �CURY�q S7��L C,I NT�L FQ,� -; Ia 0_ _ ni . � Wi.n $4 E- Ft. ExPc�i+.re . 3 ON PR 069e 'rt/ Jr 1a- v, s , 3.; - ,kl1 4Jmansion IU-mbe,•-. used for. atrricturai fra ing shaI1 6a vIaual ; y - .y •t- - - . - w0 . >; ' �+. . . - . . 11 /8 r ML - N , Q, lGe fl EAD0k - - �0 V. _ raced,•. k i I n dr l ed t7,,vq l ers i� i t or_Larch ,� - At I joists. 1sea:r►s cad headers elterl I be -k . 2 grade . �---�- - , �_.� ��-- - -- I ��w .O � 4' � i3. J1I I waf l etude sfeaF f �e No . 2 grade. 1 j� -- - W I2Xc -.-- ._�_ . - _ -- __ - • ' . �? V_ a - -- --- - - • C. At I w I I" YPl a<teesk %ha I 1 bt No . 2 araide.' ,� ...._...- -_- "�--�-----.-= _____. � �ilr f �� <.. � i f m D. _ All 61 ,Ocki and bridging 3ha11 �e'No. 2 or No. 3 grace . - _3 _ _■L_ � � . . i„y° ,3 ` 'T41 Joists are as trisin'�factured 6'� Trusf .�otet. NarcMi i Ian or equivalett . E '� . i1� i - �,� I .- 4;: : ` . c I ' . t r t e t �€ AM is ate n r r . i� •ir� �_� - . - � ; �: J d �.� a er o i .8E , _ Ci�G L Lam n d Ye ee L mire s a _ -- _ ,F = ... - �_� __ _ . _ p: 64Q i'3I bending st rengt•h . ?65`Pal shear strength or •equ i va I ent . °O � Go - - I�---�= ---_- - .,�.� ,�, - 3r. Y'JI id. poets Carl led cot are male of PRRALL,4'9 F8L un less noted otiserwi ae. i- � -t' i � �T�P !• � # �a% u_i lt. up..- Po3ts should be at least as wide as the beam .being supported , . r. �Wf� _ '� �\ 1 s I, _ r 8'� ;Q1u L*rti'►` beeriY+s are to ba manCAfdct;,reJ u31ng a 24F-Y4 layup. Y�? �- �- i - I �. ._ _---R� 1 _� - "1 • 8heatl�ing "Qor floara• wet fe .and roofs aY,ai 1 fee exterior grade ptywood - -- �°� _j �_� r==--_ T � _ ; I ' . or,.p3�. yheathi tg. shat I bear- ern' Ai°A grade stamp wlt.h the following Irk - /$■�"I � 1 V_- [ I - mt n tmurri rit�mi na f th i ckneae and span rail J ng. ✓ - i t 1 . i �., ' PRCY I Or CR I F f'LES i-� as ". ,�,� (U 1- , ,'l. ' r l a o r• . 3/4" _ 48/24. - ` % . _ - _ _ - - QR PA53 P43T8 . ` r "?/ 1 r, ) . 4. lac o f 5/8 .4C/2b FRCN'i Ab01r . TI ii1 i + _. r _ r'i'd , . . C . l��r11 . 1/2" 32/16. _ `• f V I _ • N1 11 A B` O . C . a i o l e d e 3 end 12" o. c. i n t o P i e l d. FLOOR $Y$TFJ". t TTI) - _ ., € �! 9 9 e W12x2'2 ti:rROPFED) . ` '°� �� 2" TJ� v a "'11 8: ' +i~.xterf�i' atud walla are 2Ae a: 18" o.c. r I . LeGeMD t . • - =:�, 9: _":.r1 .in •�s Imi.+ni of 2 cs� i p>;.! ea re d t red eacf� end o a .head_r for wa [ l open i nga _ - ' *, ; ! '� F- ;.. oYer 2' 3"' wide._ Sing€ e cripple' studs rnow be used for'" openings lea& 2'8` � j 11l � � i. . . � { � 't �? �rj�- • , - weds. ,'.See plan ?or focartion of -n�ltiplm atuds-. ] H -�- I _4 . . .. 1 I •r • r, - • po T I :ow . Y {= I4. Pasrii zn all wood -�r,em' s per UW Table ES-Q.. d- i 1 I1 . Provide hurrica;ie el ips for �! t goof mere .ers:_ � - • i ❑ �C6T fall�rY� _ �� , : '- ,-- I ;01 13. a"letal ' c�wnectar's cal Ied out era those manufactured by 3imPaon Strong-T.te . + � ] $4r�1R1N� ..- _- r 13. ,WAod rriernoera expceed to the wasther , auch.. as open 4 i r eater Icr �ecics. � � ; ,- • ;� � s, W1r I.X �ha.i� 1 be ma<1q from molature reelotant . or treated m'aterla [ . Cesign _ - �_�_ ! k=# - - al.ss�+mes Redwood #2 aced for deck Joists . ___T7�, _ Y4: :11I14 PN,e=engi to rmed wood truaa�s ehal J e de3egn.ed to T .F . I . etanctarda ' -�' -� i RAPTURO 1 "!_ s , . . - . s COt+6 1 NAT 1 C>I+J € - i l . " t - ..a :rd deaighe seared' ay a C6for•ado P•E . Provide shop drawings with truss �� 1 .-....-._.. I�,�( a - �{, ., �1!R �1l+iD FLUE I I '1.4 _ � A ` • tVpas. J ayout and;conned:1 o s det`a J J a far review by the architect or _ }. __ , �/�/�� /y yy'� ` - per{ a t r�1 t`i r �..n`�i eat• - - - - _ - -"-� -� _..-._ C 1 3 77Yfr�- �t - - - L�VVL V�oi 1 4"•1 iV4. _ -- i !` _,''{} ! ` _ _ � ITIII��I�1ll II�l1G �III11111II7I11�IIIIII�I� I� - _ _ } R i DCS ,� ,�� . = 1 I tiERAL I`K3T3 i ;� .�� ; -, 1 ��`. '� _ 01 ERFt�N�]r l '� "�%1 ,. Pie1d. v_rffication -- - Af Contractor shall th rou hi i �►a pct "and. curt ✓ T �-- _ - . 0 g ! #� eV exiating field 1 l:. 'tlllllJljlf -- - `- �- F ` y C� Y `.' ;ondl.tlons to v rifv thakt those shown reflect. work" oh the drawings. r;. �* I - ." l Co;+�I;ractor gha:i-t repot!` any vat fiat i Cna or descrepanci es to the -� r-___-_ ' , [^-- ,, 1lrchl £ect�bafcte Proceed! ^9• I .` 2. 3trlural. rectian a.hd �i-a,.ing- Requlremente - -� { ,:. . .-. .�k. The 3tructualrl "drawings illustrate the completed atrs,cture with _--= _ - ` r`]-"-`� :,� -, lo�AZ ►ta ir1 t�►e€r ( final: posi.tlar+ . properly ei.pported a <d braced . _ _ --� -- �! , --- a i -'I. - a. Th CQ,%tractor , in proper . 3e�uence, shetI provide proper.; ehorinq and / i -- ' mil 1, \ r _ brari '► curl otietr�retioh to. achieve th completed atruct .re . �� ' Q: Pau�i Sat Ion wa t J s. are NOT to receive uneven- batckf I f f and compaction I i � � � � '7/$ 'E'`)1 lI ¢_ p '1'! _ - - t:ntil ftoo�$ are 1n place . ��_ 1 ` /$` �- - r i ^ `. .y `- . - . • + 1-.----- - � LsJ y° - _. . 'I-,i�■ r' �'�� 11 .. /$" MLA r � i __----_- I' �._ -- � -1 I - �$ '. Ot -,-. - ,� -.`��- �, .. . . 11 F/8'0 ML_ 11 �: ------I-- __ ---___1 , . a 1 ' --. - • - . . �_ZIIIII II�l >L� LII lIIlIIh 1I11% 1 I `�/$'% T..a t - . 2x6 ItiALL WITH 1/2 . --------� - i - s1LVJN JAMS! R OL14 A.Z.1�.. AaCRIUcr:,, _i 61i11TN I I+1`�-� r'11�1p -� _ r W12x33 F 1 LL-LJE S to t TH i Ii I L i +.-. 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FT. a Z W � � x r MILLRACE PHASE III ENTRY 5 9.4 50. FT. ® COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT ALL RIGHTS RESERVED THU DOCU IMT. AND nU IDW AND DOUGH. KKK M. AS AN I1U1ID1mMT OF PAAMMUONAL aLvom.is Tm fEOfI0.TY Of LTSVIN JAN= E1DEM A.LA. AECBn=.AND 16 NOT TO U ua IN VROLL UL PAST TlTTHOVT iMI V917TIM AYTMORMTTON Of .TIVEM JAi fJDEN 7mz OONTRACTOS UULL THODAVGHL SITE COVERAGE TOTALS 1 PuLD cOMDmaM 70 vwPT rO TFAT TROf6 amms SENJlR.`T T VOLK ON THE DiSARDML M I LLRACE PHASE I I I (APPROVED) = 239'7. 13 SQ. PT. nu oow=Acm RMU IUKW ANT vAmATmn ca DumvAM'u m na AEC11rrac.r NUIQU WALTON DUPLEX (PROPOSED) - 2591.46 54. FT. P* o DIFFERENCE OF MA 1 N PT. PRINT = 1 .31 SQ. PT. � =NOV. 28. 19 95 D I FFERENCE OF ENTR I ES w -1 .6B 50. FT . . AEYUICM DATE Di1TTAL TOTAL DIFFERENCE _ - .29 SQ. FT. 12-21-95 TH 01-9-9B TH 0 2 0 10'-0' Z4'—O" 211-0' SITE COVERAGE 1/4*= 1 ' -O" s c QRFA TOTAL-5 U W ----------------- ------------�__, MILLRACE PHASE I I t LOWER LEVEL 1142. 1'7 SQ. FT. ENTRY LEVEL = 1182.49 SQ. FT. ' UPPER LEVEL - 2069. 01 SQ. FT. ►� O N 00 TOTAL QRF A - 4393.61 SQ. FT. --...._---- U U ------ ON WALTON DUPLEX -0 v o "N WALTON DUPLEX WALTON DUPLEX WALTON DUPLEX LOWER LEVEL - 1156. 12 SQ. FT. z��" W LOWER LEVEL GRFA = 589 .49 SQ. FT. ENTRY LEVEL ORFA = 601. 13 50. FT. UPPER LEVEL GRFA - 918.04 SQ. FT. ENTRY LEVEL - 1181 . 13 SQ. PT. w o e. UPPER LEVEL - 2055.31 SQ. FT. °' O TOTAL ORFA - 4393.22 SQ. FT. w MILLRACE PHASE III LOWER LEVEL QRFA 580.5 SQ. FT. MILLRACE PHASE 111 MILLRACE PHASE III ENTRY LEVEL WA - 606.9"7 SQ. FT. UPPER LEVEL GRFA - 918. 04 SQ. FT. DIFFERENCE - -0.45 SQ. FT. o O �1 V I� , ---------------------i �1 ---------- --------------------------------------------- 0 w A MILLRACE PHASE lIl a z WALTON DUPLEX ------------------ W --------- U WALTON DUPLEX WALTON DUPLEX WALTON DUPLEX © S EVENG JAMES RIDEN LOWER LEVEL C-�R -A = 588.63 SQ. FT. ENTRY LEVEL WA - 514.6 SQ. FT. UPPER LEVEL WA = 1011.33 SQ. FT. A.L RIGHTS S ALL R.ICHTS RESEItYED MU DOCDMEIIT. AND THE IDAAE AM DIXION. RESEW. AS AN >IUMOD ENT Or PROMM.IONAL 110.VIC8.is TIM rAOrERw Of ATEVEN JAIRA RIDAN A.I.A. M 1 LLRACE PHASE III .A� N m a=o IN T�DLE DL rA A7 �ITHOCT LOWER LEVEL WA = 561 .61 SQ. FT. MILLRACE PHASE III MILLRACE PHASE III THE anVEN .GIq. LADEN ENTRY LEVEL QRFA 516.52 54. FT. UPPER LEVEL WA - 1090.9"1 SQ. FT. ME CONMAC>OL $a= TAOROOOHL AW KM AND W1VEY RxR7ING NEW COND7[Iom TO VERITY THAT THORE RNWN R=J= mom ON TAE DRARINC.. TILE COMItACIM RAALI. XEr0ILT ANY VAAIATKM OR: DE.CREPANCIE. TO THE ARGEM71CT BMAE DATE+NOV. Za. 1.995 IF REVIUON DATE IIIITIAL 12-21-95 TH 01-9-96 TH LOWER LEVEL GFW-A TOTALS ENTRY LEVEL ORFA TOTALS UPPER LEVEL GFtPA TOTALS MILLRACE PHASE III - 1142. 11 50. FT. MILLRACE PHASE III - 1182.49 50. FT. MILLRACE PHASE Ill - 2069 .01 80. FT. WALTON "L.EX - 1156. 12 SQ. FT . WALTON DUPLEX - 1181 .13 SQ. FT . WALTON l3I.IPL--X - 2055.31 SQ. PT. GKFA STUDY 1/4 f° - 1 ' -Oo s IF i • r � \r .......... 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A Pro os c d oc ct 1.CORNERSTONE AU or_TR DU GRFA Comme_relol On Slte Gas=, ntls 64 R — - -� Squoro foot PnrklnLStructured Parklnp 2x,110 'Employee Units' 3 1 800 37 Retail II 11100 3 R 2D t`�0 11,1'db� flj 2.WATERFORD AU or TR DU GRFA Commercial On-Slie Cascade nits - - �St�uaro Foot Po klnQ Structured Park n 27 D 5G Empl0 ee Units 2 1 100 2 OTACS 277 1 47_,560 5fi 3.Westhaven n- to Cascade Condos AU or TR DU GRFA Commerciol S are Foot Parkin Structured Parkin Units 20 22500 - --- ---- - —_ Em Units Max# 10 6 400 40 20 2 22 500 60 On-Site Cascade 4.Millrace III AU o_r TR DU GRFA C__ommo_r_ctol S__uo_re Foot Parkin Structured Perkln� Units 3 6 450 TOTA 3 DTJ 6 450 5.Cascade Club On-Site Cascade Addition AU orTR DU GRFA Commercial Squoro Feet Perking Structured Perkin (Welinoss Center) 4,500 5 or Scenario 2 (Gymnasium TOTALS a5oo 0 Scenario 1 4,500 Scenario 2 5 4,500 On-Site Cascade 6.Plaza Otflce•• AU orTR DU GRFA Co� er Squaru Feet Parking Structured Per• king- -- — --�� TOTAL 64 TR j 50 DU 1 104,560 1 16,525 4,500 218 23,2 MAXIMUMS••• •Employee units/hall not court toward density or GRFA for the purpose of this SDD. ••1`67A space his shady boon counted for■retail parking requinrmont.The new parking mquimment is based on the diffemnae between the retail and office puking requirements. t. •••Total figures represent highest density and commercial soenuios. iii,i6:..::..:,:q:;::;'s>::ti:•i•;•i::•:;.:::, :•;•}r.:;;•.:;<'t..}:.a:;}:,:.:.::.:v::.::.:.•:,:.. ,,:.::: (I .....n.}..C....t...[.n........................:t........ :...... .., :.::......1;.:.,.................. i.:. ...... ......: ...n......%... .4:'iii::.ii::is?•i:;" :j::tPi: C AR Area A i f"f"'. >> :l H T ..}. .}........ e u red Parkin :Sa �i r• i. :...:,:::.:..::..::.::::..:.:..:::....:::.:...,.. x,.... 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