Loading...
HomeMy WebLinkAboutVail Commons Building B2.PDF �yy ' ~�d �i• r• r � t h�iv�' t�'•r�r ,11.7 t 1 .+ ! f i � \ 3 r 1 F � •p r�-•.— �^� � .:=c=al: Gc i—zi1 f t i - Ire-DETAIL 1/21 JE 1 1 , I L i ti. `4 • ^&�t a QUALITY CONTROL The moisture/density curve shall be developed for the different soil types encountered in accordance with AASHTO T180. The field compaction tests will be performed using a nuclear . density method in accordance with ASTM D2922. A. Utility trench backfill under roadway prisms-the frequency of testing shall be a minimum of one density test every 50 lineal feet of trench per lift and as directed by the Engineer. This testing shall be accomplished whether the trench is for water, sewer,gas, electric,telephone,or cable TV. B. Finished sub-grade-the frequency of testing shall be a minimum of one density test for every 50 lineal feet per lane and as directed by the Engineer. Proof rolling with a loaded rubber tired dump truck will be required prior to the sub-grade being acceptable. Proof rolling shall be done after specified compaction has been obtained. Areas found to be weak and those areas which failed shall be ripped, scarified,wetted if necessary and recompacted to the requirements for density and moisture. r C. Aggregate base course-one in-place density,gradation and Atterberg Limits test every 150 lineal feet per lane of aggregate base course of each compacted lift surface area and as directed by the Engineer. D. Hot Bituminous Pavement-two asphalt content and gradation tests per day's production. One in-place density test per 50 linear feet per lane per lift or three in- place density tests per day's production or whichever is greater. f\everyone\andy\96 admm\pavement 822 ti a. Sir- ow owl � � '=tea • , � fill� �'�►: �! 51013 ,E (g 27 3. 509 --_ -' - -- s� 40 34' 45 2' `\ WINDOW 2 � 71 WELL 75 0 WINDOW is r. N � WELL I (ARC) 22 8 �' CANT_ I CANT-- I — _ 0 7 1 1 7x2-- ) 12 1x1 1 22 5 CANT E I RIDGE ELEV = I CANT f�6 411 6 12 0 0 27 C) w 1 ,` v /�/ f M 8010 7' 1 , 5x 1 1 10 6 -� V a, _"� �r -7 0 � ��oQ P ` 6, 39- I RIDGE ELEV 69 GARAGE ( 60 10 7' I r 1 o BUILDING C3 0 7 0 ELEV 7' t I MAIN RIDGE \ SCALE: 1 == 20' � GE o ' -----_._.1 ELEV = 8019 3' \ /I� �• � � G� J,) 0 _ ELEV 0 7983 7°I o I 0 7 / 118 0 c0 BUILDING A2 I — — -- = J ° z7 0 I 1 GARAGE 2- -_!,� ELEV= j 0 0 0 0 \ 7983 6 I �( I I I 8 0 797 3 3' �' °r GAPA GE ELEV=7973 3 r� 5 70 793_ t j 0 6 ^ t'8 C7 o 12 0 0 ce - c 793 3' �� ,979 ' tt M,�I�ti RIDGE P 1 12 " i�. C� �s� '- ELEV = 8021 7983 5 \ 7979 Bulf DDIN L � �i0" HIV \\ -973 7' \_t1 7981 9' I - i \ i9?8 7 12 (� C' GARAGE i CANT I �---_ ELEV= _ E. 4 8 x 2 1 I I 79°0 1 ``'`-> \ -977 3 c X03 7973 4 r> ! 79784 X 7979 • ^ � \ 9 ,, ii I- C, I rOC <$ -CANT �' �' CURVE DATA z 7978 0' � / I o CANT / r: CURVE DELTA RADIUS ARC TF,NGENT TEARING CHORD_ o 7;'77 5' l LL1 C1 MAIN RIDGE so p / (J 03'24'52" 5910 00' 352 20' 1 76 15' ` 45 038'54" 'tiV 352 1 A' P AREA UNDER 4 av = 8011 5> �` 4 8x2 1 CONSTRUCTION `-'� / MAIN RIDGE / 10 182 0 2 / 30 0' —._ n 15-33'08" 414 37' 112 118' 56 59' P! `;8''59'42" E 1 1 2 13' t\ 0 �� ELEV = 801 1 5,-/ �\ 0 2 1 0 MAIN RIDGE I + 0 "' (J 00°49'46" 5910 CO' 85 56' 42 78' < 46°56'27" W 85 56' €� 2, I ELE'✓ = 801 1 5' ,� v 7977 2 ' ' ¢ N + < A CANT 0 ^ �� MAIN RIDGE 40 �4l 00'14'38" 5910 CO' 25 15' 12 53' .6'24'15' 'Al 25 15' 111NDOJv JV 1 x� 3 / / WINDOW ' ELEV = 800v 2' _ o 0 WELL I �, CANT 0 WELL JO ' ' \ 00'55'58" 5910 CO' 96 21 ' 11 ' 15 048'57" "; 96 21' ~�� r WINDOW 1 5x4 3 < CAN 3 1 / r �' F GAR CE WELL / ti GAR'GE o ry 797-7 1' LEV=7977 8' MAIN RIDG_ ' �}) 03 24'1 3" 78 00' 22 45' 11 ' �' fl 39 001 56" `"J 22 45' �\ BUILDING 8- WINDOW v // CANT �` CANT 7, � 1 r I -- ELEV = 8013 N (1) 82°C6'0%" 58 ..)0 83 11 ' CO 1 1 (31°47'06" 'r`1 76 18' 11 1 5x4 3 8 "/ I c k o z1 -7�� ?o, c 81111,1,7'C6' � INDOVJ �?� MAIN RIDGE � 79v6 8' .< N I � � � 6 0 (8� 82006 O7' 83 00' 1 18 '�� �._ �U - E 1090,21 � /� ELE`r = 8007 J 40- nj r r J Z �G o �,, 0 0 r'S ,,, L _3 74' 1 93 �� WELk l 10 v rn j�- .2 0 8 :, o (y G� 14' 40? 00' 2 94 11 97' I PARCEL A - _ , , ,� ' 7977 40- 7 5'-fl-, f r ' = ri GAPI C E C, 1 CANT J` 'CANT 1� ;n 1 ' 1 , "� ELE✓-~��' n 6 0 ^� 1 - ' 7977 1' (VAIL COMMONS CONDOMINIUMS �' i `�- " V1 E LO MAIN RIDGE � �� n, I 1 ��" J ELEV 0 � 807 2 ry % P� ` u E,') D NC (.i E III C� 711 c a 0 0 I I i r � c, 3 1' CANT' <', �i!ILf�ING B2 � � � � � °' NOTICE 1 1 5x� J 3 t1 0) m 1 1.1 1 n �� /,CCOrdlt7g t0 CO�Gr d0 law )GU n�U t (,CrYme 1<-' an,r �'.=Qa� CCi1vC1 OaSe,; 1 � C,J w 00 c;, I �-°- upon any defect in this survey :vithin three year-, att-r y&u first I o 00 discover such defect in no event, may any action ba:,F'd upon a-,y I (J1 c0 `�� 1`1 ;C� 1' (� detect .n this surrey be commenceJ more than to i ear rem tht Ii EDGE C." dat- .t the ceEtif cation shcvm he,eon ROADWAr I 7976 5' I CENTERLINE Of \ APP �; MATE CENTERLINE OF HOLY I n, BUILDING Al r NOTE WATER PIPELINE EASEMENT - T H e r, < e- cr p 7 , c th-r me � E CF1') ELEC ASSOC EASEMENT o ?� V) I ) The a� merit shorn 1. ,he--on are p N,ut o. I,, ea e nts GI (BOOP� 332, PAGE 994). (SEE Nn)TE 3) �} (c�x7976 r' ro 4 0 f record may ev st vrhich aro not shown her=on r 0 1 �' CANT l �� +, ;, t ' , v � 3. �) the -,ole intention of this crh�b�t �s to ! oa cf�f Iccati�n cr rl e R F t 7976 0 " 1 GA. AC_c� RIDGE 1 4� structures and roadway as constructed Otner fec,tur E s may exist ELE. 7. ,8 9' ELEV=8006 6' o cn this parcol vlhkch are clot shown hereon tl PARCEL 1 S 0 1 Ox 1 1 G CANT j 3' Vail Cornmon� s subject to an unacr round naht-ot-,p a , easement �i PI �LIC ACCESS EASEMENT � � ' / ) g � .t�ement j �-1 0 � J as granted to f ioIN Cross Electric Association, Ir,c a cooperative 7976 1 < N, 0 8' CANT comoratien ns recorded in Boot 698 of page 604, tl-e ic,at,on 0 e;f vrhich c insufficiently d,n,enaicned to show accurst:*, ( �"� CARAGE / E 0 --1 4 I (VAIL COMMONS ESIDENTIAL .CONDOMINIUMS) I ELEV=797£32' RIDGE t i.1 0 ELEV=8005 2' c ro/� Gx 11 0 CANT / { J / G f i r„ `�'� 0 - 1 o ereby certify that this ` ' ^' E ` ; ;'a l i h_ Cnh�t,� �.as prepared cr Thy ,c;o�r f I� 1 C.J 7975 n / l s c n v r ;? c i n 1 1 ' �' 0 c' CANT � hat t , not a lard sury plat c, rnproven nt Gn;_y p,at, and that it �, O » ti 0 not to bi- rehad upon f,-r U)e es tabi shment OT fence, b'ulldr)g ur other futu'e it S 46 50 _ 166 . 00 ) v 5 � o S� ^� GARAGE � t D °1 r Y U1 y, 7975 i' ELE'✓=%9-'7 3 RIDGE t ^y hat the improverncnts -,hown herccn or, scid parcel cn O � � ; I turthc� �;er n , t � � � , 18 0 d d` 18 0 _ c� �' 0 ELEV=8003 8' 1 Cx 11 0 CANT this date, ^ /13/97, e,,ce pt ut lit , connections cro entir.,ly vith n the 711`t W 4 9 L0 L0 � -t 36 0 18 0 d d 7974 �' - !- > ' y -r d 18 0 d 18 0 �, ' ( l:cundaries cf ]he poi cel, e,ct pt os shown 0 6' 50 00 n n Gr c� cARA to 10 0 00 5 G r' 1 I ELEV=7975 8' > CV _ 50 BUILDING D1 5 0 50 50 i t r /97, 9 r, r 0 .. 1 1 `� ��\����yletBElt�llihl/)/�/j� �I t--- 0 9x6 5 (FOUNDATION ONLY} 0 ° fl I `J OF, %5 5 Ua is _ - - --- - �0� RfGos/j��� ! _ 0 ELEV-8002 rr' i �- --- Er�nt B���� N 11 0 N o cd nn i1, 11 6 r:ANT C�I�racic, L L _ ._3� o° `� tS+ ®O Ii O _1 8 i 1 1 9 �� 1� 3ivo 0 0 0 1 1 8 12 0 1 1 0 � p 0 10 9 ho 0 0 0 0 C' C11 c =-a$ ° Q0 12 0 1 1 9 1 1 9 r71 1 8``� 1 1 4 0 1 =°° J ®�� 1 `..� 1 1 5 cafnT U) 20' BUILDING SETBACK LICE 70 54' 04 PEAK S 43°56'28 W �� VAIL COMMONS � clt�;;,ll�:t, i�t,TE / ,.,i:1, �.:.� �I DPAV N 9" 5 You, im, PARCEL , .. ..Y. T,.O3^w'^W+*T"N O:F \^�:GA�v.I..�^L � -�— - 1`� J a 1000 Lion's R dqe Loop, Suite 3-8, Vail, CO 81657 (970)476-E644 ���L F , � 4 COLORADO Y ... .�:...._..___.._.....,..�....--.—a v�__._`_ _- _.._�.......��v.,.._-_ ._ ..._ _ T_ __....._..__._._.v-..-..,___..,..__.�-�_...._..��—_•___ ...�_ _.:"°� t BO PER' OT , - 13 WWI P 5TA S+SCURB�SO-16 1YPE 1 INSTALL p,ROS 1 CT EX SMH 4 84- S STAND M.-60�., EX�1NLE`I �U . 798 EX SMH7986 311 w , M . 796 �'0D ( ¢ 69.70 ,1-- RIM 67 4' EX SMH �, NIE INV/ . 797 7 0f' C p INSIDE GRATE 00 '1� INV : 79 _ IM 7975 4 WIN g 797 DRIVE OPL r ( INV 65 �_ ^ R _ S `� -_ ' NE IN s 7964 q ! ' INLET TRUCT SMH X SMM 1 J "� W1A - WPM Nl gW INV DRIVE OPENING �' __-_ DRIV, ODE (� RIM " 7992 2 Ex 7896. 43' RI 79QZ. S � WIC _.__•NINC SE INV 79 B!5 8.00 ® NV 796 75 - ` ♦ ' r CHAMONIX LAgE G G e• NE INV 7'38 ------- s I s , HAM e � I - '- _� s s TCI ON TCI + T �- _ { 1` a I IN T STRUCT i 7 -` - +o ► -------_._.U ��'R`�0=N/ /� RIM ¢ 7998.75 a _ - 79 .1 77,3 77 3 � 784 7 EGR I E �` -� ` '' __-_ ��--- I ;'' -_.__ ! -- - _ - f � 6' - _ ' I`I � •'- �o - _-- --_ - -__ -_ _ -_ - --"-_ ' III ' : --' __ o - _ ••� ^ ; • rs ' r Tic =�-- -•- __— _ --- -_-�'_"''-- _ -- • I --- • - __ _ -_ �11 ' I - _ _ __— ~� -=- -I '-- - - ' ' l ' 1 �c � ♦ II - `,! - - - _ _ _ — - -_- - --_ - 1 ' h.I - . 11,1 � � I I - . = l- - - 1 '' gyp{ I '`� -- 1 � - - =, __ - - _- _ - - --_ - .__ I 1 II - _ _ ,I ,III i , -- - -- f` � ___ I • . ► + � II� - - _ _ _ _�1 'I III i 1 II I4II , I - _ _'11 III III - = _ II I�yl; - - _ _ : III II - - = - -_- �il' _ - �� - ► - -__- _ - _ � IIII' 1 ` -- !'Iljl - -__ . - - _ _ 8�_ _--_ - I ; '- --- .� -- - - � - - - - , �' - • ' ,I`V R�LA CIE I . - sAWe"c n T w/ 3 �A� is = = — -—_ -_ _- _ -I IIiilt ' ,� I c tit.,.' EX1SB S• gS6 OGRE I K +` . * -= I 6 X x 7983 16 �, • �. $ III { 1''11411 = - - = _�`--�3' I 'II i N I"r ON A . e1 a3 a1,s3 •�•. �si 83 - { 61 1 7 ,mo 33 ' 1 BASE OURSE. LT - T 61 a e 0 H O 266 I �98g C EA. ASPHA ` � 1 3 TRENC �' _� 1 + r r \ do '' n44 I11i'If �l _ _:- R G 58 0 ' `� +� DRAIN R _ �x, 7982.8 , i 1.�7. a ' • �' III' __ �'-= - -__ _'ll ABLE do TELEPNp E f X� � ' 3 I + ;1, t} I • ` , l,` �A1� ,I , i = 1- -- -- ARE IN A JpNG THE '` t ► p� S 601 \\ 7960.0 X ( 1 1 I x 79 1 - 11 ` - J y .w m ' � III i+ TRENCH AL ' 'HE r, 51' 1 1 _ I , I i 111'`11 11 IIII' I�II -_- `I' ti I �►M,..., ; . ,, ^� y'`,r , ; II� ''I WEST SITE BO 1 4' RIM NW g1 '�"7"9Ca1 1'11 11 I },, ''�lil II } I _- IIII o • b 1x , ,. I ^y ,I ' INV IN m 4 .71 '` u +� \ - 'i I I"II } � 111,41 IIII -- I 1 � �{0' ;, O.I9 c' •'r' '1� �{'1 ` I ►N W 1 • � - 1 ,,'1. 'II 1.1 I `I, III '` t•T° ` � e ' + '> ' �` ,I � � + t::79 82 313 i�s,•' aQ{2 , +1' CONCi `i RI� `' � K v ) � � , � ,iC� 1� / I,}II, I 1 111, 11 '1,` (, • - I ' ', 1 I' I , � � 1 r .I I t ` \ '' , ,1' �'t ` � � ( ` , , , } f, . l^ r 6 1 / I I I' 111, -I ' � ',1 I 1 ( �,r, • ' " � �' , '' ,';'1' ' { l+ 't j 79�0 5 x y,.�+ , II .II} I I '}IIII 1' 1, ( III 11111 I �6� - ' " ,A • 1'1 }11 I•II I}I'll 11111'11 I' 111111yI }11'11 III, --.___ - SMH , f 1 1 1 111 , 1 II �I 1 ' ' 1 _ _ I X o II}I1}II�IIi'11 '1i11'11�I11111'III I t C•-- I I �j �� + 1� I' i _ _ I li� RtM 7988 7 0, , 1 X 79'79 I �9 1 I I I II , ` ' 7a� 11 I I I I J ; III', ,n S INV 979 , 1 1 '1 ,;I I II X1'11'"' 11Ii1 III 1 `u. - � � ~ �" j' Itl 11j I 1 j I II j I III � I III }I'� I NW INV � 7 0 S R 1 I 1} 1 II 111111. } 1 ! `�� } - - t PLANTS u111 1'„11 ,,'I+ 1111 111 1 111 II - I . '� > 1+' ;1 s%r" I 1'11111 full IN4; II Illj'III I IIIIIII I, rn ADJJST RI►� 11 I ALL (TYP i'f1 111,1�'I,,i i l'1t 3.56 I :'` ;? !1 ,r/ ,', 1 ,' 176 t i, I , Ijl; I ;l'' I G EL 86 5 1 V .-. 1 DITCH w ' 1 t 11 III x 798 t - 1` !1 / , ,i' I 1 I II (Il 1 II,I (I'll it TO E CD i i I EEP D Al GE I ,4,t 1 I I'I 'Q` 4': �- - l/!, S'I', J'i 1 II 1 11111;1 III Il,l l +90 SO n D R ST I t' IN TALL - r/ S I , 1, 1 'II Ill M be S C' ¢ 51.h 1... 1 X 1'I I I 11 I I I ,T:I,/ 1, 11 11 r I ( GRATE 47.28 WALL SEE 1 796 i1 ,I I'1 1,t 1,11', II I 1, rI/ /' I/, r' rte, L 1 1 I � I 1 INV 1 TAINING ANS 79 3. STR C TUPL PL WALL TOP WALL . 5 I 9 ► �y I , t' '11111 }' ,}II 1, 11 ilk ,) 11,1}1,111 t I 1 ,�,. ', 1 '!'li �r r / ,: � r• V ;III I i I 7 82• 1 77." II I, I I �� 11'� • 1 ' ' I 11 11 7982 5 .. ^ ♦ I' 1 Y Iljlll III �'ll' I ±IIII j ill II �� - lY 'r !'li'" ;l' {'I I jell I IIIIIII ',1;,11 III I IIII WALL � EX STIN AGGR I 11 I, Ii1 ; I� 1 IIII _ � -- ,,,' 1, I ilr •t' ,II}{) 111 � '1 I 1 IIII I,II I Il I1 + RETAINING I I S S I I I + 1, l /;_ ;l I ,1,4 I k, j 11 11 1, II,I I, Ef1( 0 A $ CLA$ I 1 1111i1 VIII / 1' ,/ .11,�ln a; 7T ; '1,. ', I -I II I- I I r TOP WALL - 87 0 !� �NSE COURSE• I 1 1.I' 1 IlI1}`I} Il 'Q1 � _ 1 �� + l�,l�Jril •l�; ,1 I ti - - II �-" BOT WALL = 827 t BP -111111111} Itl1 II i1 I _ ( ; V3.1,6 ll l.lr '11/11 i�l'J �+' ''',t. f• '41 11111''1 - 1111 1 ' '•�}I }I i't 1 1 I I '',II+' }1111'' 1 / 'fil I,l, , 1 )'' , I { ' J' 1 n I I 11 �1 t�1. i - 1 iI,111I ,I} III '/r ,' 9, ,r c• �, ' t I. ES I i c I 796125, - I I,• I ' - \ 71 r��� �,1 rF *�e.►o 1 ! f „ -I, �' 1 �` 111 7 ,� tl�y' i } �J _ m 1 ` E -1 7982.8 L, 111 'II, +ra s '}' � "� ' + ad „� r� ; �1 li I, x 798316 II l'11Ii 1� i1I A _ ..--.r- � -- ,, _► "°�' '' 3. 6 } I I z 5 x } 979828 178 79)1 2 O' HANK PRINT ' I I 1 -i 1-= `_�• - I,I l l 1 1l 1 II 111 _I,_ ----- _. 0❑ , .-_�v. 7.►. . 11 1 C`V11'I1 I1''1 1,.1l 1} 1(I I'1I'1 11i' ",'!l/�rl,l'' l1 ' 11,^ +•'',1,I s ' O R OOF � �� 83 16 p 7 7 9 AiEm x 7 i1 1 m Q j I' �Illl 11i1 ..I r,;,l�'Ir i �'��� � at3' ,`t, r' 76.37 ,,� 1' I �►'7f � � I CONC CURD I + 1 ll }' ,I,II } 1 '1�,/ /, ,' 'i'In l,yl I l• 1/�l,��i;'' ' r, 'r,` �1 i IIII I;I 1'11 ( ' r///'/ /'I'J'/,l/f'I! " 1� 1 ��'i'/"I ,' �6r1 ►jr N , lI I ; 1 — � � 1' 1111',1 + , 1' 'Ili � !'I,,, r,�, , h • 11/ I ,,'ll� 4 r'' ! i0 � ' 'I }I'}III I I I I� , /' � },1' ' 'L• r � 4 ' , 0 5 6 1,�iTl',1�I 1'„�IVVVI1 ,� '�"Irl'l' ' l�l�I� y, �•r - j///N/,rff��/h�'f 1 ' ' $ I 7961 �_982,75 1 X 7983 08 •�•"► • 82,75 ��.1e;� + s. •�,'`Lr a f ;�'�'/J' t`i!1,�r' l q 1• _A ND REPLACE EXISTING- SAW SAW-CUT, REMOVE I _ o f 4 E ._ ASPHALT W/ 3" ASPHALT ON 8” CLASS 6 AGGREGATE BASE COURSE A p ALT \ / I 111111 II'fl _ ,r, ' ', 1�11l1,','I` r J Q�l/ O L'r, �•r' 1 (• + ) U 1 1 1�`I,1111 ' I ,iJ1JYy/'IIl� t4st�� ASPHALT PARKIN( TYP t I i111'�� l• ' • ,f► M � Q •1 i ,.r., , i + ' '1 , „ y , 'l l •r, 4 , , ' 1 25 I - - - 1 1•t ,," l..,-v r ► t .` 1 < ' r �1 - t' r'�� r''Y'-` R C i 1 , IIII - — =_--_ -_ - I _ � ;1I}I' 1 �� 74.,� r �� 1 ryf,1 ��; I l o ' ; T 1 r. ' ❑ I ' I - - - - - ---- 11 S ,96� I,}+ _- RU s 1 1 � 'I1 ,I 1 - 1 - - - _ E TI DRIVE TH I 1 I I I a - WON.:= I 1 I E?,10VE HALT S TO 8E REMOVED Q; I I' 1I T � 1 ` _ __- Y SIGN SAWCUT g ASP BANK I I _ --��-3- - _- R I _ EX,ST1t:G r�;SPIeL6 AGGREGATE BY 0TH S STpP _. � y T W E n EXIS¶NG E I I CN A 8" CLA 50,7 N FILTE PER I I I , m -- �_ 8• WIA - ' 1 '' E,A$E COURSE, 50.07 5090 + `$ INS LL SANG 11 111, S µ SEWER TO SHT• U r ETA ON SHEET 1' 1 1 � 68 II ► l � ^ n �y •• 2a0 3 w. _ — WER Tp Sm. SD2P .1ALV 08 m )9 N SA T 8 UT S NW FNV 7967 35 \-- 1•gl• _ _ ----- r . N o , 'STQRM SE - Lfl 6� INS $ o t MATCNI HALAL PINS 1 _ UT � _ 173 X , F ME0 NE p THRU B 0 K + �"`" INV-11.49 Slop SIGN N� w 0' R _.T .".." -- " R sH79 28, ,••�-:. ,�- 7t�0�r CA LA n It U� -Y S r -� , TO BE CON UC _ �'� �4 SW iN 79 16 -• 00 00 By OTHE9 SO STOP R „ __,_ ' ' `H S ��^ a+82 SO-13 TYPE 13 COM p�R r- $- 1 ;tf \,, fu: _,+�`t ,• i V pVC ® 3 57% +- U AWCUT E SNSTALL C'1R8 1NLET, r - - - it j ►, '�._ "-„ r 18 _. 1U6 '3 6 1996'_ i - RtM . 7290 "r'' , -7970 -Tc ° � p 1 ` r CMP '""� 50 B" 71, UT _ ° --INV ��69S�g 75 �' r 'd'1����, s ; 45 RiM 7 6850.8 5 UT —^ rn Z -� SIT ,. V 79a9 r_ I PED NE INV 7 S UT ,- N OIrF1 5 ..1 ~� � r� -1 P, ►,, ,,,�_ ---_ Town of ADS N - 1 _ - ® / -_,_ ,o w + DOT �a 0 Of V$ll ' 5 '(Q - .�' - S 1---"� �_ 0, s6 PER C l A� E ► I UT '� -'�~ �.. - o INSTALL INLET, RO Eµ-6Q4_11 �� "Q�O`s'' f C� F_,ANNA ? ?). I UT -- — S ST O I(Py, ,Qd GRATE s� 66 46 CLOUD INDICATES REVISIONS DONE BETWEEN c 1 II I - 49V -f 1 - 12 I COMBO PER' ') ®t r SO`I x INV IN • 66.26 6/17/96 AND 8/02/96 -- ED IN /r ,- ` UT _ S1A 6+QLRB INLET.'TfPE 13 04-13. —I-' • ! * • CM sr_ i � INSTALLSTAN�RD� •-8 I * •.TJ�Q, �I I �' STA 5+65LE 7540 ':� Ma 6-490 i`, '►_ GE 4F ASPN�'L S� �Ob"�]of •GRATE T 19 /14/86 ADDED PATIO'S TO A-1 TBRU A-4 UNITS YTN �a5.`� .�•- - -�A Cu a r— --" + s� - Sin oR N� >a 60 9p � 1~ � • -T NG �D ��' 2 7 125196 FINAL REVISIONS 1 t • S r- 13+b� a 63 80 ► 54 14 M13 --- STA RAIN MANHOLE Rlk � OW16 STORM D a IN NW 53 42 - CL STA 36 00 L ®� ® > 0 17 ss TOWN ENGINEER COMMENTS YTN __. IN 0 OFFSET- r9 NQ- ► c• 00 9 1 OF 59 E 5 _ DATE REVISION } RIM / INN 1 1 f !'G BY - 1N OUT 53 22 IC SCALE • . - TNV IN 38 6 - . a INV OUT s 38 4 INJ 23+23 18 30 r` t ( 4 \ + 8 Cl STA 38 82 L o ►a w CL STA. 21+57 45 prSET 35 MPH °0 Iso CITY MARKET + OFFSET 50 51 L 25 MPH >"r A „�, 4 VAIL, COLORADO i WEST BOUND 'a'�rF, / �� - AFL COMMONS It -- T,NG Z4" _Y ,�, ( IN FELT , V PROJECT REMpVE EXIS 30°' ARS N"13 _: STA 3+42 SD = ' INSTALL S4 LF I MAN r ► , b. 7950 0 S6� x'^' STORE 10 M t 10 p 1 Mich 30 ft "�,LOpegq � <� a RIM 45,25 I ^� STA 3+87 SD-• T TYPE 13 COMBO PER ., GRADING & DRAINAGE PLAN ....., x INV IN 45 05 I ,I INSTALL CURBSTANDARDS M..604-13 1 _ I S OPRIS E NGINBERINC. LL G INLET I .,+rIIIA R/14/ ,Y INV OUT 0+97 94 •r, CDOT M.�57 50 1 IYIL CONSULTANT I , + �I STA 2 aR ATE - 878 WILLITS LANE CK. MEET 6 1 �^ BASALT, CO 81621 499& • ioo t aeslrr n►c 1/27/00 1 (970) 927-1424 t1d B TE 4105196 0 Olt , OF N r _ UIL -vING , B-2 TRIPLEX r r (UNITS , , B5 B �' Z O wG1 VAIL COMMONS VILLA GE Q w o � NORTH FRONTAGE ROAD I VAIL COLORADO GONTRAGTOR: ARGHITEGT: 177T a Narner Developments Inc, . victor Mark Donaldson, ArGh i teGt s, F.G . r 20 Eogle. .O.Box 5500 _ ;;;, 6 Avon, Go l orado 81 C 20 Avon, Go I orado 51620 ! - - q10-cf 4Q-456 0 cf-70-c14c1-5200 ° Z- STUGTURAL ENGINEER: LANDSGAPE ARGHITEGT a 44444-1-1A ! _ G ' �� C� E y . Designs 'Monroe Nevwe I I Land b y Ellison i nG . J7 o ° i �5 East Beaver Greek Blvd. P. O. Box 125 GI IZZ14 '/ L,;,%��_ � � � � � o Avon, Go I orado a I C 20 Avon, Go (orado 81 C 20 --7-768 RE61 ONAL LOGATi ON MAP v I G I N I T1' LOGAT I ON MAC' � ► MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES: Pf;ZOJEGT GODS SUMMARY: BU I LD I NCB MATERIALS: DRAN l NCB INDEX: ABV above LT Ilgg�nt OI Do not scale drawings. Occupancy Classification: AO Cover Sheet AFF above finished floor LTL Iiniel R-1: Townhouses Al Basement Floor Plan Earth Plywood AP access panel LVR laver 02 Verify all dimensions,conditions and utility locations on A2 First Level Floor Plan AG acoustical MH menhote the Job site prior to beginning cry work or ordering Residential Floor Area: ��� �' '��' A3 Second Level Floor Plan _ ADD addendum mm mawfacture (er) any materials. Notify Architect o any conflicts or Unit 55: A4 Exterior Elevations d Roof Plan ADJ adjacent MO masonry opening zmelpanetes In the documents Immediately. Basement (unfinished): 464's.f. ASPHALT SNDJCsI Es, 'ELK! A5 Section d Details Porous Fill /Drainage Finish Wood ALT alternate MTL material First Level: 547 s f ROOF PRESTIaIE I,HIGI I DEFINITION A6 Section Q Details ` AL aluminum MAX mcxImum 03 Areas of conflicts or discrepancies must be fully Second Level: -125 s f. Cam YR), -ANTiam SLATE A-1 Window t Door Schedules ARCH architect (oral) MECH mechanic (al) resolved with written approval from the Architect before R-I Total: 12'72 5.f. A8 Interior Elevations OQ+ Si1UiN WILLIAMS Stone Wood-Rough BRG bearl � medicine cabinet construction continues In those areas. Unit B6: 3 1/2 FASCIA BLUE SPi UCE SW-3W9 `�► d Masonry � n9 � � B2-51 Foundation Plan BVL beveled MET metal 04 Plan dlmenslons are to face of stud, centerline of Basement (unfinished): 464 s.f. 83-52 First Level Framing Plan ii c+r: a A :d BIT bituminous M meter (s) stud or face of concrete unless otherwise noted - First Level: 54-1 s f. SNERWIN WILLIAMS 83-53 Second Level Framing Plan BLK block MM milimeter (s) Section and elevation dimensions are to top of Second Level: -72_5= �1 1/2 SUB-FASCIA 'BLUE SPI;WCE' SW-30M 83-54 Roof Framingg Plan NU Structural Concrete Blocking BLKG blocking MIN minimum concrete,top of plywood, or top of wall plates R-I Total: 12-12 s.f. 55B Foundation/FFToor Frcaning Details h BOT bottom MIR mirror or t0 of wall plates or beams unless otherwise 565 Floor Framing/Roof Framing Details BLDG building MISC miscellaneous noted. Unit B"1: SOFFi'1' MATCH FASCIA COLOR 5"iB Foundation Detalis OPT carpeE(ecO MULL mutton Basement (unfinished): 464 s.F. Concrete Masonry Unit Gypsum Board G5MT casement MAT natural 05 Provide all necessary blocking In stud walls and First Level: 54-7 s.f. t tit, (c) caulking) coulk(ing) NR nolse reduction ceilings. Locations Include but are not limited Second Level: '725 s.f. OLYMPIC STAIN,43177 GLG telling NOM naoninal to ceiling and wail-mounted fixtures, toilets, 1272 s.f. 'WEA7}ERED BA"(BOARD' CT caramlc the N north toilet accessories,cabinetry,countertops, shelves, R-i Total: WOOD (DING I Batt Insulation Marble GLR clear (ante) NIC not In contract closet rods and fake beams. Occupant Load: a 1/200 sf of unit space SAME AS ADJACENT COL column NTS not to scale 55 T 4' CORNER TRiM SIDING COLOR • LONG concrete OP6 op9n�9 06 O denotes doors: refer to floor plans for door i36 -7 O O Cm concrete masonry unit OPP op?osite locations. Refer to Door Schedule for door types. B'7 '7 V 0 04 C14 Rigid Insulation Granite CONST construction OPH opposite hand 4' WINDOW TRIM SAME AS ADJACENT Lo Lo CONT contlnauous OH ov9rhead 07 Q denotes windows: refer to elevations for window Building B5-B'1: (`triplex) Total 28 SIDING COLOR �- I I OJT control joint (P) pant or stain locations. Refer to Window Schedule for window types. CPR copper PR par Construction Ta�e: Z "t '* Acoustical Ceiling Tile Quarry Tile GUST custom PK pa�king 08 Coordinate all electrical and mechanical fixtures to Type V Non-rated STUCCO BENJAMIN MOORE Z O O DTL detail PVMT patement fit within ceiling,floor and wall spaces. Verify with DIM dimension PLA, picstic laminate Architect when diverting from drawings. Fire Resistance: O X DR door PL plats Party wall construction will conform to Vall's MATCH FASCIA STAN ~ O Glass 111111111111112 Tile !Pavers DWG drawing PH plywood Oa In the event that additional details or guidance Is recommended Fire Assembly as drawn to this BALCONIES OVER MEDWOOD (� Z DF drinking fountain PT pout needed by the Contractor for construction of any construction document set. W Z E east P5F ponds per square foot aspects of this project,he shall immediately Trot#i y the ?_ ELEG electric (al) PSi pands per square inch Architect. Failure to give ample notice shall relieve Property Location: CLAD WINDOWS WW� _ i Steel /Metal as noted 1w,"""""" U. 1 " '1 Carpet EL elevation (s) PL property line Architect of responsibility. Address: AND DOORS = -.1 r ELEV elevator ' QT quarry ills Vail Commons Village V (L EQ equal REF relerence 10 The General Contractor shall be responsible for North Frontage Road ENTRY /GARAGE MATCH FASCIA COLOR C l I EXH exhaust REFR ralrigerator satls Ing all applicable codes and obtaining all Vali, Colorado DOORS t,� EXG existing REINF reinforce (d), (Int) permits and required approvals. Thls project Is Q Ld EXT exterior READ required governed by the Uniform Building Code, 1441 Edition. See Site Plan for dimensions to property lines. FOG face of concrete RES reslllent Gode comp rote is mandatory. The Construction Z U POP face of finish REV reylstam (d), (ing) Doctmnents shall riot permit work that does not Allowable Floor Area: k Section Cut Reference Detail Area Reference FOM face of masonry RH rlgnt hand conform to all relevant codes Including UBC Building #I: O � F-05 face of studs R ris9r and all local and regional codes. 2x Allowable Floor Area for Multiple Stories FIN finish (ad) R49 rod and shelf V _ 1 FF finished floor elevation RD roof drain 11 The General Contractor and Subcontractors shall field Height d Number of Stories. \ U A-B3 0:-00 FE fire extinguisher RFG roofing coordinate and obtain c�proval from the Architect/ Building BI-B3: 27-6' Typical Per Unit _1 a FDG fire department connection RM roam Engineer before any cutting,notching or drilling of Q FHG fire hose connection RO ragh opening any ca5t-In-place concrete,steel Framing,or any other FEG fire extinguisher cabinet R✓S rich sawn structural elements which may affect the structural Z Elevation Reference Elevation `- R I 'L fireplace (5) sealant(exterior) integrity of the building. Q PIP fireproofing, sprayed SHTG sheathing Q •— — — — —. FLO flashing SM sheet metal 12 The Contractor shalt veriFy all existing grades and 1 1 , PLR floor (ing) SIM stMlar stake out the building footprint for Omer 3 Architect FD floor drain SG sold core approval prior to beginning any site work Y FTG footing 5 sorth Town of Vail Community FND foundation SPEC spocification (s) 13 The Owner has been advised that due to harsh winter Devciopmeni CL FBO furnished by others 50 ignore conditions,roof and deck surfaces must be maintained Q aA Detail Cut Reference Large Area Detail Reference R)R furred (Ing) 5TD stmdard reasonably free of ice and snow to erasure minimal Ran Build Health Fire GA gage,gauge 5T stain ! g r dd STL stcei problems with these surfaces GV a ve4 ADDroved Ll IJ ❑ _: • N ¢, y GG general contract (or) 5D stcrm drain t,q, a��•`"a;`� "`,�r����' �' ; '� '�1 �� : � IQ 12/3t/19gq GL glass,glazing TEL strxtural Substitutions of "Equal'products will be acceptable Denied ❑ ❑ [] GYP Bl? gyg�pssum board gpne only with owners written oval. Unlctua specified ❑ '`'` 0 HDW Fa dware TV teisvislon Items are intended as quality specifications only HDR header THR thmshold 1 U .. Ma I Cn IS It Is the Intent and mean of these documents that Revision cloud Revision 5yrriboi HTG heating T3G tongue and groove Validity of Permit HVAG heating/ventilatinag/ TS top of slab the contractor and each Subcontractor provide all Sec 303(c) 19 U G. :tr °�t , b ( 1 f nag TSL top of steel labor,materials transportation supplies equipment etc. ''' f Ln I P air conditioning to obtain a complete� wit M the recognized HT height TW of wall .� eGO9n E r`� 4 A-2 I PI P HG hollow core TB toxel bar s�wds of � �!• 'The issuance or granting of a permit or,n av^I of plans and specifications shall not be construed to L-, „-nit for or an GPI HM hollow metal TR tread I6 All build to fit within lines without cross approval of an violation of any of t11Z [_' ; of this code HOR horizontal T tread � � property In9 a y i ow HWH hot water heater T'fP taygcal easements. Notify Architect of any dlscreparcles. or of any other ordinance of the lunsdici c i -a,,s issuance of a Interior Elevation Reference Fixed Finishes Reference INCL include (d) ((on) UNO unless noted otherwise permit based upon plans, �. c p p , ..p�eaiications ad;d c;���r data shall a ID inside diameter VB vapor barrier not prevent the building official from thcio�,iwr requiring the -Town of Vail IBC Installed by contractor VERT vertical correction of errors in said plans, specifications and ether y 150 installed by owner VCT vlgl composition data." 1 t INS insulate WT, (tort) W, waer closet INT interior W water proof OFFICE 0 r JG Janitor's closet V44F waded wire fabric N KIT kitchen W west M LAM laminate (d) W wicth, wide LAV lavatory hbW wirrlow h l m LH left hand WO wttlout o L length WD woad - to -41 m O 0 Z F- :n' = W U- i m w O w O0 { a ' +-rvT'f'^'."'^T".^+^'T. '^^^F+' .n'cm--rni-.+ P^ ..^'r--mm+'r.-.a..rv -.w.-....-+=..-a.--...•--+r'w.a,. r .r._......----m— ^--.....-rr-.--ne...-._....-.... -a v r t xmm-r..ate... .._.-r. .-...-..--.x T'^ .... -._ . ....-.nr-r+--+a...s-.. ..0.. ..-.-.... a-•- - .'- r -w-v.. +- __+.-... +m,..r'^+ -n--.-r,_....,.. -.-.,._. ._. - -.. -.. . -.-...--_R...-..- -•-__- r'• -r- -- _ -_•_-_ ; .. . 1 ,44 AS .. a f z t o ' > 85'-0° o � 35'-0° # 251-OU :251-011+ M1 20 20 i II 11 '—Oil '-o" 5'-/11 201-0u 5-O" G / 2�1 PIER PER 5TRUCTU2AL N UNIT 5E? � z • See unit Sro for info, Q q PORCH-1 w _ ABOVE UNI GARAGE - } ` d o 4 See unit 56 for = UNEXCAVATED o =cz o interior dimensions. Q cv J C ail 0 a - PORCH � - AEiovE Q Ago k I C�ARAC;E , , ego I UNiT I UNEXCAVATED ry N O cri I O PORC-1 I d) mmi `y See unit 56 for — — ' interior dimensions. ABOY IS-8" I I I1-off° — �� Rough-In _ cry MEGH Bathroom rCARAC = � Pluming + ; ' N XCAVATE D ' Gas Pot Air Furnace 1 I� i- — - ---�l u %Z O I Gas Water Heater I Il O 1 3'-6" 8" _ p ZL 4 T Line of art --/ �" --� I m m 7 _ ca p y � � m W A4 �' wall 11 above, typ. If ill ►n a 8" 1a'-8" an I m I A4 8'-8u i II r — ry u(� 1 u LN (N(5 1� 1 MEGH + + m I i 2 5ASEMENT Imo'-m' _ 2 Q °-w � � Z 0 a A6 — �1 1 ii UNFINISHED I I WINDOW WELL _ — � 1 = v Z � < PATiO W z ABOVE I �" CL Li 5A5=MI=NT 2 I WINDOW UJEL \� 1 Q w i I 0— _ \�- - - -- - - - - - - - - -� Z F- T I ' I _ 1 O � I O PATIO I I Q v I4'--r,. Q a � 1 Z � O I i WINDOW WEL - - - PATIO I ABOVE I 2 A4 � I 4'-1" I \ - -- - -- -- - --- - - - > Cn I 101-011 25'-O" 25'—O" ° 25'-O 85'-0° o < a , 3A5EMENT FLOOR FLAN LO a A - r41 SCALE: i/4' = 1'-0" M - z z 0 z f- ! ° M w O O V Ln s UJ t P'j5'-0 25,-011 25,-0„ 35'-O" p F • Cn 20,-011 51-011 201-0" 5'-O" 20'_'011 5' 011 101-O" L- — 10'-2t, a_q „ 10'-2 „ q,_q " 10'-2 " a,_q „ 5,-/„ .1,-/t, Li V '7 V Li Er 5�' I I I � IDt OUTSIDE LINE OF BEDROOMS ABOYE,TYP. I.� `+ Q I O101 UNIT 5 See Unit Bl for �, a dimensions. I O — a 2 CAR I „ _ GARAGE � ., 4 I 19'-1' X 21'-1' _ O t01'-3' O 2,_3 „ 21-01 E2 O o UNIT 5(o 1 See Unit 51 for Q I 8- i 5�1 -0 TILE © 101_3 dimensions. E ENTRY ti ° I - DZ I06 POWER_CAR ,� t ® Y^4 GARAGE )ROOM V w r u� w .45 19'4 X 21'-1' t0� p �+ � U I S + + UN I T 5� I ,- „ 1'-0 11 a'-Ilk 5 t, TILE i Cl i See This Unit for I� I t-. POWDER — — - — — ID�t z u� dimensions. t0a-3 i , ROOM O 0 () Q dJ — I°IdJ — N KITCHEN o 2 -CAR 102 A5 0 UP _ o 4 105 Re GARAGE s Dw Th 'n N f ; 19'-r x 2r-r TILE o I I'-6" ' p '� !� 104 - - - -- - -- „3 „ t 103 0 Ll i 4 Q 10 2 8 5'--1° I O za e.9 IF ® m >m6 POWDER 2 I I _ ,44 c �s — — ROOM q,_51„ I ( m m UP b w 1.,.. I V I NCB I r ov u - - uw LU �' �► M--7- 104 _ DINING z -- _ - - - C o m Q 14 I 1 z LU V) °o 0 I J cv . O cV N 1 KITCHEN 1 ` '_I ” 3'-6" I a. W Ln LO , 6 a- m 7 T O / I O s� 0 1 Z qt z ►f51dJ ow , 2 _ I Heat -n-Oslo ! ov I -- rn M � I Pre-Fab Direct 1 ('7 _ _ = I V) Cl i'-0 " I vent Gas Fireplace i O p 1 0 o a _� _ I I I U Z M � i � I — I A5 1 _ PATIO 1 ' Z WINDOW WELL O = I O - I BELOW, TYP. U I © DINING ; LIVING I >,Y © © I , 6.. I I - a Ld I I 1OV-81/4' I I Z U I In Q PATIO I I I I Q a I I D I Y 4 i Q FAT IC O I I I 2 I I 3 I _ � o "T 5'-6" 6-1I" 8'-O" 4'-111 5'-6" 6'-I I'° 81-O" 4'-7" 5'-6" (01-1111 a'-O" 4'--l" I � - �' 101-0" 25'-0" 25-0" 25'-0" 85'-O" L t b N C4 Lo --N\ FlR6T LEVEL , FLOOR PLAN VQ co N q • T 0 4 A2 SCALE: 1/4' = 1'-0' Z �-- E ,. W Q w o �� ,44 45 ri 85'-o" Z O 251-011 25'-O" 25'-O" 10'-O" 01 w 5'-8 " f O'-q " 51-8 " 10'-q Q w a'-6" 8'-6" o Lj I , i - - - - - -I- -- - - - - - - - - -- - {- - c_ —�- - - - - -0 � O O GARAGE ROOF MLOW 5k[° I I i- �- - - - -1-- --- - ---- --- -- - - —t`,i— _ _ _ _ BEDROOM #2 1-0" 3 " BEDROOM #1 44 o 2" GARAGE ROOF eELM � � -" i} 5'-6" 4'-6" Q t " I O'-6" " I I'-O i" 3u I I O I 03 `fl O ► O I O r — -- - - --- - - -- -- --- -- — - -i--- - -- I I � f ( = 207 1.1 .E 94 CJ __ W I I - o , o O � o �IIo 0 1 I t I I BEDROOM 01 = -� BEDROOM #2 - ' I I u W-l0" �'-3�1 3 " , 1011 3 n d- I GARACsE ROOF BLOW I I 101-61 X 131-11, 11 -0 X 10 -8 kEATIK 1 �+ 1 ,, 0 II m 210 09 2a1 ' � Q o m __ 202 O 0 ZIN 08 I I 5 20'1 m °+n 11 2'_I " 4 u 3'-6„ n ¢ u AS + + i AS 2'-10' ON °acv in II = 209 203 BATH 1 IN - I I 2i0 � o -*�' -' # 201 202 — n; �K .D BEDROOM *2 BEDROOM 1 0 U-21 � Q - - a t`c� 204 - A% CLOSEL!- = r `�(�+ � laccmol � �'0o O L� Ltr�t L _ J m � _ � N 20� ZE + + ON 51-1111 4' n— 11 OPE=N To l r � I ( w Livit�Room ®® `,° a► 210 09 203 3 t- in,-i evs, 205 O A8 4 201 I I � 0 202 �° - -� m 5_ o t3em— lacceeel O ni CLOSET r 1r 1 I I '44 — ——___ -- =-- I D (I LWJ ! LrNEN L_ J + + ° - I -6 ''e'� �► [ Rt8 - - - -- 1 i 0 ” I I'-8" 3 " 10„ �n o 5� + + I I OF"TO c� I f or1 rn 7 Sib I I LivnG Roar MASTER E 205 o� BEDROOM u A& i i A o O O N N o 06 (Z O 5E Ln to To MASTER = I W I 1 C BEDROOM II m ! z � -t ! I OPEN TO 11'-8' X 11'-1' i I �i- - — rn rn _ rnT--r 5/8, I I LIVM Roar 205 oc� i UNIT B5 Imo— c� 0 a o � 0 11 rn Li- ll A5 l i u U Z H Z = O e MASTER 11 m a W - BEDROOM II v- � I ( UNIT 5(o F- r- Z U I I See unit 55 for interior dimenerone. O La 1 N p v I C Z T I 2 c) UNIT 51 - See Unit 85 for interior dimensions. cn I A4 I Y 0 _ CD I ! m o - I 5'-6" Iq'-6" 5'-6" Iq'-611 5'-611 iq'-6° •+ 10-0i1 251-0" 251-0" 251-011 cn l _ 85'--011 CL d i o n, w SECOND LEVEL FLOOR FLAN 6 cn - .r,�c...-�j z F— W w ' M W O f cn O = u, V! I - N Aro • 0 .. (n 1 12 W ; ui --- 1 3 --- — A5 A4 Bl TOP PLATE 125'-8 3/4' _ - — 12 6 BI SECOND LEVEL TD.SF K 111`-'15/8' -- `I { I I I 1 N I f-- —► ~ » -------------- ----------- ------ » R4 1.-4 q r - _ BI FIRST LEVEL to.SF -- -- --- -------- --- t®a'-8 1/49 r- � SCAPEWELL BEYOND,TYR i DIRECT VENT (TYP) i i I I , I I I I ► I I � O 1 1 BI BASEMENT T.O.SLAB I I I I T ELEVATION o 501 H E L E F------- ------ --------------- -� I I SCALE: 1/4' ■ 1'-fd' I I 1 - GONTMUOUS RIDGE VENT I � � o o I r I � , 1 A6 t --311-M5ATH VENT I '� I -�►DRYER VENT GRICIGET c CONTINUOUS RIDGE VENT i (TYP) v �. CRICKET (TYP) I 12 -----------------L- ----------J Aro I I 1 I I , I 133 TOP PLATE , ------------------ ------------- I 113/4' S ® T t F 53 SECOND LEVEL TA. OF O 00F FLAN A4 r --------_--- B3 FIRST LEVEL T:O. OF O s ----------- w IM'-81/4' A4 SCALE: 1/8' 1'-0' z I:LECi1�li CAI. I _ __ _ I I I ' r MEI t --�i (n O to ( ) m O 0.00a117N 83 BAE IEW W.SLAB O tV E2 to `=_ ` ---- - --------------- � I I 1' 4 hlOi�'TH ELEVATION � 1/4` 1' 0 -0' O X A4 SCALE s ~ � Z Cn U Z LL- Li z a U >45 '45 Q LLI C0NTNUOJS RIDGE VENT O U I i p w 111111 Mill fill' f FFl 11 il - lilt I ifilil 111111 Hill] Illill lill 111111111 ( I T METAL CHIMNEY CAP 12 I-ITJJ 111111 TW 12 12 V 12 0 y� 1 �rO �'I 1 I t } t �b Q a I � ''II BI TOP Z B3 TOP PLATE ' 1 - -- -- - - PLATE 129'-8 3/d' p Q 125'-8 3/4' ILJLJ ILJ M — - - ji Ah 53 SECOND LEVEL tA. 40.,SF B1 SECOND LEVEL T.O.SF Q ,. 11'1'-"15/8' ® METWIR 13 O \ T T.O.SF U Im'1 i®I 1m2 1m1 10t Iml LOCATION � .` 83 FIRST LEVEL T.O. SF 108'-S B1 IRS/ LEVEL 1111/49 Lo i i i i i i i i i ii, ,i i , I I I A 11 III I I I I A I' III I I 1 ' ' I _..__^--------------- I I I LL_JJ I , I 1 �J- 1 1 ' -------� I -------' I _------� `-°----------------------- -I -------------^---------- -� l 1 �-------' I I I 1 I Bt BASEMENT T.O. SLAB ik_ - -'I-- ------ ------ --- -- ------i------_------___-_--___-_-_____� t33 BASEMENT TA. BLAB ----------------------- ----------------------------- =_-______- -_====-L_ _`_------------------------- a c--_-- ---�---------------------------- _== _________________________________h_=�_-:___-___-----------------� try'-m• e----------- --------------------------------- ----------- --------- ------ - -r-r-- =s_L_ t ( E3-I I 5& 55 5ro 85 51 I I N' EA ELEVATION WE5T ELEVATION r f 2 • 3 _. A4 SCALE: 1/8' s 1'-r�' A4 SCALE: 1/8' : 1'-®' o c Z F- rn. - _ m W O 5 l w i SEE STRUCTURAL FOR ROOF FRAMING (TYP) 2x6 BLOCKING E • FLASHING IX4 FASGIA IX2 GEDAR TRIM SLOG K I NG AS REG2U I RED 2X6 RAFTER TAIL, TYP. o 2X8 SUB-FASGIA 3" GONTINUOUS SGREEN IN/2" VENT, TYP. W W " FT I 3/4 T G SOF I 3" 6ONTIN000S SGREEN W/ 2" VENT (TYP) l IX2 GEDAR TRIM TYP ROOF CONSTRUCTION: TYP PARTY WALL CON .: SEE STRUGTURAL FOR ---_ FLASHING z k FIBERGLASS REINF. ASPHALT SHINGLES 5/S' TYPE X GYP SD EACH ROOF FRAMING (TYP) I _6 IX4 FASGIA �+ ON 300 ROOFING: FELTS SIDE OF ONE 2X6 a16' OC WITH METAL FLASHING AS REOD FRAMED WALL 2X8 SUB-FASGIA c ON 5/8' PLYWOOD SHEATHING r 1' AIR SPACE I'-6" ~ ON PREFAB WOOD ROOF TRUSSES 3/4 T G SOFFIT re AND R 38 INSULATION 2X6 FRAMED WALL � 16 OC _ INTERIOR FINISH 5/8' GYP BD 5/OKE LAYER 5/8' GYP BD � � O O1/21 SATT INSULATION Grp q EACH WALL 3 RASE DETAIL 2 EAVE DETAIL N � "'�I A5 SCALE: 1 1/2' = 1'-0' A5 SCALE: 1 1/2' = 1'-0' p Q O a 0 RAFTSTOP (TYP) RIDGE VENT O O s cm 61 12 12 6 3 VENT TH H TYPICAL ATTIC NTS TYPICAL EXT WALL CONSTRUCTION, �. }- A5 AND EA VENT PER DETAIL 2/ 2X6 FRAMING o 16" 06. W R-19 BATT INSULATION t 5/8" GYP BD INTERIOR -j 1/2° PLYWOOD SHEATHING EXTERIOR (� U Q �'�"�'I C I x 6 CEDAR CHANNEL LAP - STAINED ' t w -- ® w !U R38 BLOWN INSULATION - 111 U1 W I 2 0 �o +� o 52 PLATELINE 'rA.l� BEDROOM 2 CL BATH 1 _ 122'-2 3/4N c _ U = 00 O_ N N CL U-) to i B2 SECOND w cn cn cr) LEVEL T.O. F5 Z Z 111'-7 5/8" � O X z z 12 U Z rn I 61 W z I p p —1 F-. z ' u1 w QL p p p[ 1 CL LIVING ROOM C) d < z z z / _ ! W tv p W QPROVIDE 5/8" TYPE 'X' GYP BOARD ON ALL ' POWDER tY Z ALL5 ADJACENT TO HABITABLE SPACE dJ W U LAJ - AND TO STRUCTURAL FIREPROOFING. Room O 4 \ 1 (11 -f TI IT I TI T I f-TI F a 1 GARAGE � � III II II II IIINIIIIIIII M' a O \ B2 FIRST Z LEVEL T.O. FS OL 0 . 4 SLOPE 108'-8 I/4" r LANDING 01 _ Y K d b • a lI 4 • °• •'4 � • ' -. - •• SEE STRUCTURAL FOR FOUNDATION AND FOOTINGS. 4 ` . .}WWW� O I • 1"TECH. UNFINISHED 13ASEMENT I w cri TYP FOUNDATION CONSTRUCTION: " 8" POURED CONCRETE WALL. m 4" FLOOR SLAB ., CONCRETE FOUNDATION WALL — — — ._ — — 52 BASEMENT o ON 6" GRAVEL WITH DAMPPROOFING ALL — — — — — — d ' . OL DRAINAGE ® FOOTINGS • • • T.O�,-0 Iril I SEE STRUCTURAL EXTERIORwALLS (TYPJ. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION o UNFINISHED BASEMENT a to N 5" POURED CONCRETE WALL. • + 4" FLOOR SLAB ON 6" GRAVEL N PRAINAC;E o FOOTINGS °. . ; m SEE STRUCTURAL �, o . Ln O Z cn 4 SECTION s SECTION 6 SECTION i GARAGE / WINDOW WELL SECTION � � . «� z W U. cn A5 SCALE: 1/2' = 1`-0' A5 SCALE: ' 1/2' = I'-0' A5 SCALE: 1/2' = 1'-0" A5 SOLE: 3'S' = 1'-0' o N 1 1/2" TYP. o ' 2X WOOD THRESHOLD W c 1 3/4" DIA. WOOD RAILING ® +2-10" IXI GEDER DRIP EDGE TRIM o u IX2 WOOD NO51146 �--� -' 3/4" PLYWOOD SUB-FLOOR 3/4" PLYWOOD TREADS R15ER5 ON 2X STRINGER. BLOGKING A5 REQ'D / C:� L PREPARE FOR CARPET (TYP) f SEGURE METAL SUPPORT WATERPROOF MEMBRANE TO BLOCKING, (TYP) " \-3/4" TREATED PLYWOOD SHEATHING 4 GONGRETE SLAB PORGH z �a ON 4" GRA�/EL SEE STRUGTURAL (TYP) Ay N q 4 STAIR DETAIL 3 SAND �' IL DETAI�. 2 t��S�O�D D� r^ w q ,46 SCALE: 1 1!2' = 1'-0' A6 SCALE: 11/2' = 1'-0' ,1�(o SCALE: 1 1/2' = 1'-0' v 1 C\2 El a TYPICAL EXT WALL CONSTRUCTIONS Q4 c 2X6 FRAMING ® ib" O.G. o R-IQ BATT INSULATIONy ` e 5/8" GYP BD INTERIOR 0 E 1/2" PLYWOOD SHEATHING EXTERIOR A � o P X 8" CEDAR CHANNEL LAP - STAINED j S CL A5 H WPICA., ATTI VENT AND EA VENT IEFZ AIL /A5. . T.O.CHIMNEY TT I(: 6.TTIC ATTIO, 12 R551PLOKI I TION WV r ir-IN I A Q W, n\ l Q Q Al Q 1\ BI TOP PLATE lqn QQ� w , wr �lqnrqrx wvaw ug,(-tl\r) IN NNEXLF/l V U q, )rc mv 125'-b 5/4 OPEN TO LIVING - 4'-4k Al i I 5 T ® to 1/2" MASTER OPEN TO LIVING MASTER OPEN TO LIVING MASTER BArwROOM SATI-IROOM SAT4-1ROOM = - N 0 LO _ U Ix 00 HD. OF WINDOW - - LO ul I 120'-q 5/8" p rn rn z .t * 42 7;Dl CD TO MASTER TO MASTER ° r o x BI SECOND LEVEL TO MASTER s BEDROOM - BEDROOM U Z rn � t T.O.sF. SEDROOt"I W z _ = g LJ 1-- - Z W I' r- \ Ao \\\I (n- KITCHEN KITCHEN � 'Q J _KITCHEN � - ALL -ALL MALL La) HD.'OF WINDOW & —�_ \ 4f r BI MAIN LEVEL h 108'-8 1/4" 4 �0 Aro 4" .p 5/8" TYPE "X" 5/8" TYPE "X" 5/8" TYPE "X' U ( GYP. BD. GYP, BD. GYP. BD. =� U CONCRETE FOUNDATION WALLb UNDER STAIRS UNDER STAIRS UNDER STAIRS -y s TYP UNFINISHED BASE"ENT T''P• UNFINISHED BASEMENT WITH DAMPPRoom CAT Tr'• UNFINISHED BASEMENT ALL EXTERIOR WALL5 (TYP). N r \ \ O E \5T0 E a, ® STO E \ '` cn \ 4 ( \ \ \ f \ BI BASEMENT T.V. SLAB - \, . • a \ • .a \ a a a !OO'-O" REF. • Q1 in • '• t!1 � w cu 0 t STAIR SECTION • z I Ln k. o f ' A+.o SCALE: 316' 1'-0' z �- W La. ,n m w O In ui DOOR NOTES: INTERIOR FINISH SCHEDULE � f NO. Location f=loor Finish Wall f=inish Ceiling Finish •• - 01 All dimensions shown on door schedule refer to Z door size unless otherwise noted. Radii are Garage Concrete Paint Paint Z measured from centerline of door to outer edge of door. — ''-- _ _ __-- •, N - Basement Concrete - i Unfinished _ Unfinished - Q W l 02 Contractor to provide hardware as listed in schedule. - o iz IF discrepancy or incompletion is found, notify Architect. 1 Entry Vinyl / CarpetPaint Paint 03 Contractor to verify all doors to be cut to fit. If not — - ! designated in schedule, notify Architect. Powder Room-- Vinyl -- Paint- T--- Paint _ - 04 All door mullion patterns, IF shown, are per building- p p g Kitch Vinyl i Paint Paint elevations. Verify per manufacturer. _ 1 en �__----_-- ___-_- -----N--- 05 All Jambs to be sized according to individual wall 1 Dining Room -- Carpet------_ Paint - Paint - _--- ( conditions. Casings to be as described in drawings. — � 06 Living Room Carpet Paint Paint Hardware bg manufacturer or as called out in drawings. — p - - - ` ' 01 insure that all doors and windows are in good operating Stairwell Carpet Paint Paint order. Laundry Vinyl Paint Paint � 06 All glass in doors and sidelights to be tempered. Linen Closet Carpet -- Paint Pa int Bath 1 Vinyl Paint Paint a WINDOW NOTES: 1 (Master Bedroom Carpet Paint Paint 01 All dimensions shown on window schedule refer to �Master Closet Carpet ' Paint Paint window rough opening unless otherwise noted. Radii ''p i are measured from baseline of frame to outer — Q t edge of frame. Master Bath Vinyl Paint Palr�t M `mot �+ 02 Window unit dest nations refer to clad casement - - I••y Q C� q Bedroom I Carpet Paint Paint Q 2 (cc), awning (CAT arched, (CAW), special shape - _ -_ _ _ i`,j :2 units (0887, frenji sliding gglass doors (FS), or 0 traditional french doors (TFP) as manufactured by: Bedroom i Closet Carpet Paint Paint u o A f Bedroom 2 Carpet — Paint Paint 03 All windows are fixed unless otherwise indicated on drawingqs. Refer to 13uildin Elevations (Sheets I -- - o A3.1 t A37) for direction of swing for window units i Bedroom 2 Closet Carpet Paint Paint q 0 with operation sash. Q s r � 04 Window manufacturer to provide egress window hardware as required. ` o CL , r wMotIFS tagrchiteoct of anBd secrrepanrequire- Monts. — --- — 06 Ali sloped top clad special she a units follow roof slope of 4:12 pitch. Notify architect of any -- ---�— — ---- - discrepancies. 01 All window mullion patterns, iF shown, are per building - elevations. I 08 All window headers to rest at 6'-8' AFF unless E otherwise noted. 09 Provide Tempered lass as required per building codes. g p . DOOR 8CNDU � ELE iNOE ° BM By Manufacturer n/G Metal Clad w/ PRL Privacy Lock r CL Closet Latch Tempered Glass SOW Sliding Door Hardware EL Entrance Lock 'DN Pocket Door Hardware SOT Single Dummy Trim G Tempered Glass °L Passage Latch WO Wood HC Hollow Core OR Pair WD/G Wood w/ Tempered Glass DOOR SCHEDU_E: UNiTS 5E3 , 56, 51 WINDOW SCHEDULE: UNIT 55 WINDOW SCHEDULE: UNiT 5-7 } I, NO. Location ing,Mat. W H T Tiara. Hardware Remarks NO. Location ype i Nominal Size Rough Opening Ramarlo NO. Location ype Nominal Size Rough Opening ; Remarks U O N N 001 MECHANICAL ROOM LW 2'8' 6'8' 134' gas A Basement Slider 6036 V-0' x V-6' Egress A Basement lider 6036 5'-0' x V-6' Egreaa 0- W j� j� 002 UNDER STAIR5 CL. Rl-I 218' 618' is/4' yes B DINING Pr. Single-Hung 3660-2 6'-0' x V-0' B DINING Pr. Single-Hung 3660-2 6'-0' x 5'-0' _ 003 OPTIONAL BATH R1-1 214' 618' 134' C LIVING French Door xxx V-0' x 6'-8' C LIVING French Door xxx — V-0' x 6'-8' ~ N < f I V Z D Living (4) Picture Units (2) 4260-2 'i'-0' x 10'-0' Bee Elevations D Living (4) Picture Units (2) 4260-2 '1 -0 x 0 -0 gee Elevations W Z Z E Bedroom h IPr. Single-Hung 3660-2 6'-0' x V-0' Egress E Bedroom 0i Pr. Single-Hung 3660-2 6'-0' x 5'-0' Egress CL 101 Garage 1610 1'0' Overhead, four-panel F Bedroom 02 Pr. Single-Hung 3660-2 6'-0' x V-0' Egress F Bedroom 01 Pr. Single-Hung 3660-2 6'-0' x V-0' Egress V , , aW 102 Entry 444 131099,183 1 i{. yes G M.,,Bedroom Pr. Single-Hung 3660-2 &'-0' x 5 -0 6 Egress G M. Bedroom Pr. Single-Hung 3660-2 -0 x 5,-0, Egress 103 Powder Roor» .H 214' 6'8' 136' H Living (2) Picture Units (2) 3660 V-0' x 10'•0' See Elevations J Living (2) Picture Units (2) 1860 i'-6' x 10'-0' I See Elevations Z V LLJ 104 Basement / Entry RHR 218' 9,18% 13/41 yea K Stairs Pr. Single-Hung f 3060-2 V-0' x 5'-0' Tempered P 1 Dining Pr. Single-Hung 3660-2 6'-0' x 5'-0' 0 I_ I. 105 Garage / Entry R14R 2 8 w8. NO yes 20 min, self-closing L Powder Room Single-Hung 2436 _ 2'-V x V-0' R Garage Single-Hung 2436 ---` 2'-0' x V-0' a 106 Entry Closet RH 204' 6'8' 134' _ M Bath Of Single-Hung 2436 2'-0' x V-0' 8 , Bedroom 2 Single-Hung-_ 2436 -- -- 2'-0' x V-0' -- Q N Bedroom 01 Single-Hung 2442 2'-0' x V-6' Tempered T i M. Bath Single-Hung 2436 2'-0' x V-0' Tempered 111 Electrical Closet =HR 214' 410' Confirm size on site U Stairs Slider 6036 5'-0' x V-0' Tempered ' Y 201 Laumcirg 510' 618' 134' Pair Btfold 202 Linen Closet JHR 210' 618' 134' WiNDOW SCHEDULE: UNIT 56 203 Bath i ;.H 214' 618' 134' NO. Location Twe Nominal Size Rough Opening Remarks O rn 204 Master Bedroom RH 2'6' 6'8' 1% A Basement Slider 1 6036 5'-0' x V-6' Egress —�- �, ---�- >CU 0 205 Master Closet 5'0' 6'8' 136' B DINING Pr. Single-Hung 3660-2 6'-0' x V-0' s .. 4i I 206 Master Bath �_H 2 4 9,181 1543 C LIVING French Door j xxx 3 -0 x V-9, 0 201 Bedroom 1 RW 2'6' 6'8' 136' D Living (4) Picture Units (2) 4260-2 I'-0' x 10'-0' See Elevattona m Q 208 Bedroom I Closet 5'0' 6'8' 136' Mirror Bipass E Bedroom 01 Pr. Single-Hung 3660-2 b'-0' x V-0' Egress `-' 209 Bedroom 2 .H 216' 6'8' 136' F Bedroom 02 Pr. Single-Hung 1 3660-2 6'-0' x V-0' Egress x _ l m 210 Bedroom 2 Closet 510' 6'8' 13 Mirror 81 ass 4' p G M. Bedroom Pr. Stngle-Hung 3660-2 6'-0' x V-0' Egress l 04 J Living (2) Picture Units (2) 1860 1,401 x IV-0, See Elevations Z n rn O o Z F- - W Ln li E i 7 m � O 6; [s � r "" .a-.�^^^-^"'-"s-- -^^-^-�^�v�..,-..�.-r+ra--�-e�.. ....,-^-'�-r-+-- - �_-��-.-...-, +-,.,.,,...-t.-.�,.r-,,.P• -.•--- e-v a�* .•--,•--•-_.-._�..-_-.,4----^.._--"�_ ,.., -_.. - t-.�. a ^--_. ' - _ _'_^-^^ca.--•-';x•._-----••��-r-•--..._-_-...-..-.,-�-�.,.�.-'--, -�---� - --^'r-..-*.-... -.-.-•_-_ -. r r�__.._-_,..._�...-.-..--_..,. -.,_-.,..--^"-�+-+--a----.-.—...�..--'--e---`-.--•_ -,-,--�-.-_,-..,- _.._�. ,- --...-.- .r..-_---_.__ -,-._-.-_ � t .-,-.+-. �.-...._.._ -r...�� _ �-. -. .-. -_ r. ..-_... ,.. .- '-_ _ ..-_ -` �� _ � T_ r CIA 8'_10 1• U,'-10 II I �► cn 2 z 4_011 2 FILLER -O 11 -Q 1I 2 I-b - �� 2 40 B, + o 2 ^ LJ V) _ _ = TOILET PAPER HOLDER > LLJ TILE WALLS TOWEL BAR TOWEL BAR L HEAD _► / — — *=No HOOD 1—411 W I d _ _ - ; �� MIRROR = OPEN - _ p REF. -I I r1z _ _I TOM-BAR = o 0 = + + IN, O I N dJ _� RA116E m 111 3 111 °A�HOLDER N - P 2 10 � �� �� 2'-I I I �� _ �� 11_ III ��- O a 8 2 a 2 O A a "I' I -Q 3 -O 2 -O I -q 124 FILLER I -q 2 —6 -6 1 I I 11 11 2'-1011 2'-5" 31-411 ( 1 2 5 2 10 C\2 h p t a'-10 I• 31_1I1I O O c 0 a'-10 ' ~ � E � I <ITCHEN ELEVATION 2 <ITCHEN ELEVATION 3 FLOOR PLAN - BATH I r4 ELEVATION - BIATH I n AS SCALE: 3/8' 1'-0' A8 SCALE: 3/8' = I'-0' AS SCALE: 3/8' = I'-0' A8 SCALE: 3/8' = I'-0' O t U 1 2°-10" f,7a TOILET PAPER HOLDER 11 2'-10" F4'B?+C;k:5PLA5F1 TOILET TILE WA(.Ly r PAPER HOLDER ARO"TI.B 5F TOWEL BAR FFJ�D 51_711 ll 11 51_111 L__j MIRROR 1 U I I co • T T � �l - - - ' I _ co _ _� ,n e - nll, d MIRROR o �\ f N _ �. mTOWEL BAR 3'-6 3 41_8 111 3 I 111 21_311 2 1_311 18 ( cSJ _ -' 0 0 vie Av - cn o In + + { U °- INn cq 51_6 11 3 I 4'-a Z * ,t O X I PLAN - MASTER SATH ELEVATION - I„IA5TE 5ATH � FLOOR PLAN - POWDER ROOM 8 ELEVATION - FOWIDER ROOM U Z a U z rn U_ A8 SCALE: 3/8' = V-0' AS SCALE: 318' V-0' A8 SCALE: 3/8' = I'-0' A8 SCALE: 3/8' = P-0' W z I- _ a- x Q w z 1 O � to Qa z o 1 � � E O U I N L ti L cm r ` I 1 z OD m _0 k to 1 cli I o Z Lr) 0 m Z F— LLI Lo Qom} m W 1 f W I 0) I I N N O _ I I I* 00 f O O i a ry t V, Z 1 A5t_O 11 W N Cl r Q La 251_011 G51_O11 35'-0" k k 2'-1" 16'-311 1_�1/ 51_/1N "71_I,t 16'-3" '-8" 5'—O" 2'-1" 16'-311 1_511 51_011 101-/1N —V i J C WALL I V4ALL 2 3/411 - STEP STEP y k 55B m [1061-10"] - - --- - - - - - - - - - - - - - -- - - - -� — _ _ _ I i I II - - - - - - i/a"� - - - - -- - - -I (1031-8 I oI ( T.0.5LA5 a 1 r ) I ( I 2'-6" x 2-6" x 101, 1^4ALL STEP 55B STEP ( I 2 I I (5)-#5 EAfH WAY - a FOOTIN [1061-10"] I 55B I I STEP 0 a -- - - - - - -- -- - - - - - - ---- - — r,I I I I I� r {I - ---- - - i r - - - - - ---� -- - - - c 103'-e 1/2"9 0 �I T.O.SLAB I Oil I N� _� o o WALL I WALL I I I ( = II I FOOTING - `o STEP 55B STEP !I I 2 2 I it I STEP _ -- - -- - --- - - — [106—io ] - - - - - — , II I I I I I I II 4" SLAB-ON-GRADE r--- - - - -- - - - - - - - -] I �!I I I I ,I f I WITH 6X6 W2.IXW2.1 W.W.F. I I i - - - - -- - - -- - � O .l w i # I I CL ' I (103'-8 14219- - - - - ! I o `) I I a I I it I L — ° - - -- - --- I ~ v O FOOTING I I I STEP 1 L- - —J I (qq'-8 1/21) 1 ' T.o.SLAB _ I 1 I I 6 1! ; I I I I 1 1 2 -6 11 X :2'-e?" X 10 I m FOOTING N I I 55B FOOTING WITH I I I Oi I I STEP I Zr i I 107'-8 I/4" I I WAY o I S EAGH 1 - I I I T.0.5LAB I 0 I ( I I i - - - - -- - - -- - -- - - - - - - �- 1 4" SLA3-ON-6RADE — — — SSB L UJ WITH 6 W2.IXW2.1 W W.F. — - — I - - - Q- -8 2 (3)-2X6 0 FOOTING I 1 COLUMN I I I I N STEP (TYPICAL) - m N I I _� _ I s5B I 2'-6" x 2'-6" x 1(3 I -1 x 3'-o" x lo" m FOOTING WITH S FOOTING WITH ; I I = I dJ I I I O (3)-#5 EACH I I (3)-#5 EACH NA-y- 10-7'-8 I I I 3 I 1/4" 1 I WAY 1 I ! , C m I T.osLAB I I i I z FF s • ui l� tl it I - - - - - -- - - —— —— -- — — — — — —j �� - -- i� 1 i— -- I -- - I I I 4 5LAB-0N-GRADE I I ( -Ll- I W L J —i i N I I WITH 6X6 W2.IXW2.1 WW.F. 1 _ —_- _-- I I I (Q4'-8 14211) p 2 I 6 I I I I 55B I I I v 411 SLAB-ON-GRADE 10'-2 3/4' 55B TSB = 1_ 1 ( 5 1 11 t n 1 ; I i I I= WITH 6X6 W2.IXW2.1 W.N.F. I ( cp 5 2 6 N X 2 6 11 X 1 t 1 I I r 55B FOOTING WITH 1 `- FOOTING WITH j � 1 I FOOTING I - (3)-#5 EACH 1 I (3)-#5 EACH WAY 1 o I I I( I I �- — WAY STEP 10-1'-81/4' I II -4-1 ! ; I i II X loo'-o" T.O.SLAB v I I , m I-- - - - - - - - - - - -- - -- - -- -� --- --- I _ l (� T.o.SLAB I I ! F L=-= - - - - - - --___-� �-_ — - - - - - - =— J L J ! 1 I L J I I I - 9cl'-6 1/2'9 I I I I 5 1 I W 10'-2 3/4" I I I I I I m e 4 SLAB-ON-GRADE - WITH 6X6 W2.IXW2.1 W.W.F. W 00 �- - - - - - -- - -- - - - -- -- - - - —(aa_8 i,�") — J li n 'n 0 I ' 1001-0" I I W rn rn z y 3 — V m t- — �-- ' X T.O.SLAB ( Uo7'-8 1/�"] i [1031-�°I Z rn rn 3'-0" x 3'-0" X toll -- I ( FOOTING WITH 4 l O X(.9 r-,I I (3)-#5 EACH WAY L _J 1 1 (^IV - WALL I l___ �, 55B Ssg STEP i -------STEP- U Z Q) I.i R N I 10'-2 3/4" ___--- -- 1 4" SLAB-ON-GRADE I 1 r Z (V I I WITH 6X6 W2.IXW2.1 W.W F. I Q I L -- - - - - - - — 7--/z") — — — — — —— - -- - - - I J� 1 I 100'-0" I U r 1 i � 3 I T.0.5LAB m r - - - -- - - [IO?'-8 I/2"] - - - - -- i [103'-2"] --� - - Q W I X s7e 4 WALL ! !- -- WAI I -_ I ! 1 I i 0 sse STEP I --STEP O W V) _ I I (cw-e 1/2") Z r --- --- - - - - --- - --- - -- - -I - - -- - - -� [10-1'-8 1/2"1 I [1031-211] O 4 WALL 1 --- — S5B STEP i ~- r U N ( T� 5� — IL _ —--- 1/4"=1'—O" Q '-10" I6'-6" 5'-6" 1'-10" FOUNDATION NOTES- 25'-0" 25 1-0" 25-0 I. DATUM ELEVATION 100'-0" EGtUAL5 ACTUAL 7g70'-cI 3/4" ' Volvo% 2 W , [XXX'-X"] INDICATES TOP OF FOUNDATION ALL ELEVATION. .'� • .I O '` • G T Ric••• j'/' H 3. (XXX'-X") INDICATES TOP OF FOOTING ELEVATION. • V 4 CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN - SOILS REPORT. • lu _ 5 CONTRACTOR SHALL PLACE (3)-#5 VERTICALLY FULL HEIGHT OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN '., •• o Al U +r�: W-O" IN ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. ��' F C0�-..`�` 6 ALL FOOTINGS IN CRAWL SPACES SHALL BE BACK FILLED WITH COMPACTED STRUCTURAL FILL TO THE TOP OF FOOTING MINIMUM T� UNLE55 NOTED OTHERWISE ON PLANS OR SHOWN ON SECTIONS. 7. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF PLYWOOD FLOOR SHEATHING. (D 8 FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO BE •- LOWERED DUE TO 501L CONDITIONS. VERIFY CHANGES WITH STRUCTURAL O ENGINEER. O 40 z Z F- W 0 = O -- - - W " i e - O O i N N O k I I O O t k V Z O r Q W D (if k Wk a or o n 0 2L-1 a ' � t H 4" SLAB-ON-GRADE WITH 6X6 W2.1 X W2.1 v W W.F. ON 4" l `o GRAVEL BASE ~ RE: SHEET 55-51 0 tm ! 4 o Ll 4" SLAB-ON-GRADE WITH 6X6 W2.1 X N2.1 j a i W.W.F. ON 4" GRAVEL BASE RE: SHEET 153-51 q 1/2" 1301/45 S 5 AT I'-O" �B 555 ' I i 2X6 AT 1'-4" BEARING WALL ABOVE ------ - - - - - i 4" SLAB-ON-GRADE —'-- ` 2X4 T 1'-4" BEARING I - « WITH 6X6 W2.I X W2 I I WALL ABOVE r X W.W F. ON 4" ' t GRAVEL BASE — ---_ - - RE: SHEET 55-51 q t-1i 1 -- --T r --- q ►/2 ;-I J STAIR 1501/45 5615 ; 3 I-1— 5 AT 1'-0" S6B i 1' 5515 Zj Z j X6 AT P-4" BEARING WALL ABOVE -� I- --- _—--`` a�I Q -- L - -I- - X-I _ i - - - - -- - _ 108'-8 1/4" N J WALL ABOVE T O PLYWOOD - �,� DOUBLE - q I/2" Q U� �_ _� STAIR t�-; JOIST BG I/45 5615 3 I i- -- 2 D ry I I r, AT 1'-0" 5515 Zf I ! I DOUBLE -� [-� i- - �-- �1 JOIST ------- - ---- I - (/) O d I U m O O _ n t 108'-8 1/411 N-! I °-�� In ! I LJ (I _I i i I - T O.PLYWOOD li 5615 I I O O -T STAIR f 3 i ON L O 0) 1r 5615 X K 2 . - CVI N S6B (2)-q I/2" V.L. \\ Z 0) LA_ 4 j W z FIFReT LEVEL Z CL 108'-b 1/4 (�V� I 5515 T.O.PLYWOOD r tV �^o 1/4" I'-O" a W 0 2 a di m WOOD FfRAMING NOTES: (~,) 1. ALL WOOD FRAMING JOISTS SHALL BE q 1/2" BCl/45 TYPE JOISTS AT I'-4" AS W I I MANUFACTURED BY E301SE CASCADE CORPORATION. ALTERNATES SHALL 0 �- I I 4 HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED V) _ 5515 _—j BY THE ENGINEER OF RECORD. Q U — 2. "V L " INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE —I Q Q CASCADE CORPORATION ALT'ERNAT'ES SHALL HAVE THE SAME OR J -- -- — GREATER GAPAGITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. z 5. ❑ INDICATES COLUMN DOWN ONLY. O 4. 0 INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE V L WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 5 < > INDICATES TOP OF BEAM ELEVATION. d) � t 4 i i 6. �-- INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION I 5515 _� 7 HEADERS SHALL BE (3)-2X8 UNLE55 NOTED OTHERWISE. 8. COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. q. EXTERIOR WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO CEILING OR FLOOR TO ROOF TRIMMERS SHALL BE ADDED TO NOTED O COLUMN 51ZE-5 AS REQUIRED 10. ® INDICATES INTERIOR BEARING WALLS FLOOR JOISTS BEARING U LOCATIONS SHALL LINE UP WITH STUDS BELOW. II. EXTERIOR STUDS SHALL BE SPACED 21-0" FOR WALLS SHORTER THAN 101-0" STUDS SHALL BE SPACED 1'-4" FOR WALLS 5HORTER THAN I4'-0" �`' �� 4114 AND TALLER THAN 10'-0" �`� TE•*00.leJ,,� 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE MADE • •� WITH 51MP50N STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. •: cy .z V • z A • ,%% ,mill 0 M O O Z W �° N II co co Q) C) I I N N O 1 1 O O { F b � z SbB 6X6 O COLUMN t W 11/:22' v/.L a 0f OR(4)-2X6 2X12 51MP50N HU OLUMN AT 2'-O" HANGER W12x45 1111-4 -1/8"3 (3)-Q I ED (3 -12" V.L. j (3)-2X8 OR 6X8 ONLY ONLY COLUMN �, t ! (4)-2X6 uI I I O 2x12 I a COLUMN AT 2'-0" i UP "� O b ONLY W12X45 III-T'-4 7 d /8"; ' j I I -_-- -- _ 5 I/8" X 12" G.L. r l - - - - - - - - - - - - - - - - - - - - - -1— - � `y v I it li ! i 1 s (3)-2X4 (3)-12" V.L. I ( 12" BGI/45 S6B (3)-2X8 r UP UP (4)-2X6 AT I'-O" c BRAGS ONLY ONLY COLUMN O TO FLOOR I OR 6X8 j I 12" E301/45 I/45 (3)_2X8 O O o (4)-2X6 2X12 (4)-2X6 i r I I AT 1'-4° c COLUMN COLUMN I I I l ° AT :2'-0" 12" B0I/45 ►►�� 2X6 N 1^112X45 ¢117'-4 7/8"1 - I f ; I I-� 1 AT P-4" o F� -� - - - - - - - - - - - - - - - - - - - I " �I AT 2-O 5 Y(5) : J _ O I 1:211501/45 1 � 2X6 AT I'-4" BEARING WAL BELOW � I 2 ___-- UP UP AT i'-0" I 2X6 AT 2'-0" BEARING WAL ABOVE U ONLY ONLY j Z i -�-i --- —- - - ! 12" BCI/45 G Q AT P-4" 2X4 AT I'-4" EAR'ING WALL BELOY4 BRACE I I W { 2X4 AT 2'-0" BEARING WALL ABOVE, (� TO FLOOR f j I X X STAIR rI I N 12" BGI/45 N --=--r- -- m , 565 5 i T 1'-4" I 2X6 AT 1'-4" BEARING WALL BELOW 4 j (5)-2X12 I �I - ---i I I 1 !- I 2X6 AT 2'-0" BEARING WAL ABOVE I 11 '-6 7/8 } ;-- ---- ---- ( i I - - ------- ---- ---- I 2X4 AT 1'-4" EA IN6 WALL BELOW I I I -� 2X4 AT 2'-0" BEARING WALL ABON ie N z Sir N HU X I L I l (3)-2X6 � W I 1 �^ ri 12" 5GI/45 12" BGI/45 I 2" BGI/45- HTYPICAR� �� — --- STAIR COLUMN I I � I N AT t'-4" AT 1'-0"C ��4T P-4" j N I I -- $1 t ry �. 11"1'-7 5/8" J I I N?. OPEN Ih i t I ! (3)-2x12 2)-2XI2 TO.PLYWOODI I 3 ! ` 17'-6 7/8"}�LN r 2X6 AT 1'-4" BEARING WALL Pr:LOW I I i j I I I I (ri x Lu (V 4 5 LI X_ _^i�� (3)-2x6 WII I m I I STAIR I COLUMN I I J m , I I> � I I 117'-7 5/8" J I I i (3)-2X8 (3)-2X8 l i(2)-mot 1/2" V.L. 4 I I n r OPEN 4 K I 565 O N N w Lo Lo COLUMN �I I j � Ul I I I � I Iao j _ j Z r r - (3)-2x8 C3)-2xb ;(2)-�t 1/2" V.L. I I m I - O O \\ d) T.0 PLYWOOD OPEN ! I I I C7 XQ s ZI I 565 i 4 I --------- __� I -- - ----------- ----- (, Z 0) LL- m — --- W z QI I i sbB I i �_ --_ z WII i I ; , _ II N Ld IY (3)-2x8 (5)-2x8 I I , (2)-q I/2" V.L. m f NC Q D 5E C:0ND LEVEL �� Z 4 ----- U'NITS E30 - 510 i ' 1/411 - 10-011 = — -- WOOD FRAMINCt NOTES: J a Q I ALL WOOD FRAMING JOISTS SHALL BE 136I/45 TYPE JOISTS AS Z MANUFACTURED BY BOISE CASCADE CORPORATION UNLESS NOTED OTHERWISE O ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD Q 2. "V.L." INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY 5015E CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR Y m -- ----- - - GREATER CAPACITY AS L15TED IN THE STRUCTURAL GENERAL NOTES Of 5. ❑ INDICATES COLUMN DOWN ONLY. Q 4. 0 INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY 5. < > INDICATES TOP OF BEAM ELEVATION. 0 6 00 INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. e�eeeeuryN / 1 7. HEADERS SHALL BE (5)-2X8 UNLESS NOTED OTHERWISE ALD 8. COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. • • F Q. EXTERIOR WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO - GEILIN6 OR FLOOR TO ROOF TRIMMERS SHALL BE ADDED TO NOTED • - COLUMN SIZES AS REQUIRED. 10. ® INDICATES INTERIOR BEARING WALLS FLOOR JOISTS BEARING ! . 0 . i LOCATIONS SHALL LINE UP WITH STUDS BELOW co I I EXTERIOR STUDS SHALL BE SPACED 2'-0" FOR WALLS SHORTER THAN 10'-O". STUD5 SHALL BE SPACED 1'-4" FOR WALL5 5HORTER THAN 14'-O" I AND TALLER THAN 10'-0" �p 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE MADE O WITH SIMP50N STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. M An O 3 � Z O Z t- ,V W LL. M LLJ° N 10 0 F I-- ` O O (V N { I I O O r - z O_ j Q W � IF- -- - - - -- - - -- - - -- -- -- - - -- - -- - - -- O �• III I I i V --- - --- —-- -- 56B all: } t c I 56B �I O - 2 ._ OVERFF�AM I NG (L - -(31-q Ili V.I-.- 2X6 N ; AT 2'-O" Q�ILI MEMO=- - W1 O — — — — — — — — — — — — — — — — — — -- ---- - - - - - - - _ to OVERFRAMI NG 565 r _ _ L I TRUSS v n Y I ; � I PREFAB. I I 171 I 6J T2 AT 2'-O" .. o (5)-q 1/2" V. OVERF I MIND X _ - - - - i0 (VI } �:r5 I � _ - � � S6B ` � � � � kn T; 'AT`2 t Q 1 - -- - --- - �J IQ f 2 6 T 2` " B ARING WALL; I I W o CL LU�•d _ - - - ----- - Q i-- - v 2X4 AT 2'-0' BEA ING LL+ i - �TDG�I C1NE W - I 1 IV I (�I I � , •, S � i a i 56B ` RIDGE TRU55 ------- _ J' 2 6 T 2' " B ARING WAL I I i W - - � - - - - — - - - PREFAB. TRUSS } - -- -- j Q ( i I lL Q J TI AT 2'-0" ----- 2K4 AT 2'-O' BEA ING LL W W LL- -- RIDGE] LINE-- Q� eS } I I I I S _ � � ; � N I � 1 I I I Q w5ea� z < W N PREFAB. TRUSS W _ 1� T2 AT 2'-O" I } � — i —Q �J I--V —- -- - Q --- I � F- -- -- —� I Q l W Q W i Q ILL< W N LINE 1 W j I I i I :: �0 Q X f- I I I (XV W (VQ � i 3 X ' 1 ti Q 8 li (5)-q I42" V.L. LIJ IV -� LL+� -� W _ I 1 � IL W - (n O to H W = l d S6B U O N N 4 d Q 2X6 (V C AT 2'-O" v X X 2X6 AT I'-4" W I I N LADDER FRAMING F- 0) O (V J Q r j (5)-q 142" V.L. i Z O O �- -- - - - - - - - - IN— 0 a �s p j U O rn u- W z 3 _ _T ~ to 2X6 ( S6B 56B 56B AT 2'-O" 2X6 AT V-4" U + V LADDER FRAMING LaJ (5) q 142" V.L. n T7 D O LLj V) _ 0 ` S6B 56B Q a z o Y a ROOD R, 1 f 1�lC f'1.,.._ ,4N UN f TS 50 - 510 1/4" = I'-O" PREF,45RICATED ROOF TRUSS NOTES ROOF PRA IINGg NOTES: O I. PREFABRICATED ROOF TRUSS LOADS, I. ROOF SHEATHING 5/5" (40/20 SPAN RATING). STAGGER PANEL END U LIVE LOADS AT TOP CHORD= 50 #/F-f. JOINTS AND FASTEN WITH GLUE AND 10d NAILS AT 6" MAXIMUM ALL DEAD LOADS AT TOP CHORD= 10 #/FT2 EDGES AND V-O" MAXIMUM OTHER SUPPORTS R DEAD LOADS AT BOTTOM GHOD= 10 #/FT. 2, RE. ARCHITECT FOR ROOF SLOPES AND BEARING HEIGHTS. : ` 5T hE. •G '%� WIND LOADS - SEE STRUCTURAL GENERAL NOTES. f STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. 5, ALL HEADERS SHALL BE (5)-2X10 UNLESS NOTED OTHERWISE. •:� 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND REVIEWED 4. ALL HEADERS LONGER THAN V-O" SHALL REQUIRE 2 TRIM STUDS ' BY CONTRACTOR, ARCHITECT, AND STRUCTURAL ENGINEER. AND 2 KING STUDS EACH SIDE. 2 4: 3. THE TRUSS MANUFACTURER SHALL DESIGN AND SHOW ON SHOP DRAWINGS 5. ALL JOIST HANGERS 51MPSON U TYPE UNLESS NOTED OTHERWISE ALL TRUSS TO TRU55 CONNECTORS b ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL ,,��'. •� O ,,, 4. SIMP50N H02 5 CLIP ANGLES SHALL BE INSTALLED AT ALL EXTERIOR USE 5IMP50N PLATE CONNECTORS UNLESS NOTED OTHERWISE ON �����C�� � , g WALL TRUSS BEARING LOCATIONS DETAILS. r � O e ` Z Z W 1F-, c� cD O 0) N N r- O r 00 I RIM J015T INTERIOR STUD 31_011 O O NOTE: BEARING WALL RE: PLAN AT POST IN WALL #5 AT 2'-011 X 0 INSTALL FLANGE5 FLOOR SHEATHING 1 4 SLAB-ON DF BASE TO FIT IN SIMPSON A35 (SCREW AT 4" O.G. WITH (�1 GRADE WITH KALL. CLIP EACH 10 GAGE SCREWS DRIVEWAY 6X6 W2.1 X W2.1 BLOCKING PANEL INTO BLOGKING) W'W'F' 'IMPSON LGB 2X8 (TREATED) WITH FLOOR JOISTS idi --' - d' Z 1/2"0 X 10" ANCHOR RE: PLAN - dJ WOOD POST P05T BASE EXTERIOR STUD WALL oOp°O' Ope d.;00•; AO•; O i (LOAD BEARING) I'-411 11 11-4,�OLT AT I'-611 WITH SHEATHING 4 0+'� o o•O' o•4' : PLAN X 6 6 1/2" ISOLATION JOINT Oo 0 0•o.� rt o . o N 1 CONCRETE EACH WAY AN FLOOR SHEATHING (2)-#5 Q �j ` SLAB-ON-GRADE 4" SLAB-ON-GRADE (SCREW AT 4" O.G. WITH CONTINUOUS e e Q w ` ON 4" GRAVEL BASE N.F.. WITH W.W F. 10 GAGE SCREWS GRAVEL BASE INTO BLOCKING) #5 AT 2'-0" ( RE: PLAN RE: PLAN RIM JOIST •e RE, PLC /—FLOOR JO15T5 RE: PLAN 51 MP50N A55 - — = a- — �- • ° BLOCKING PANEL 1 >4 a • :oO�s°O��op'o:;q0•; .o °p•;o AT 4'-011 CLIP EACH #5 AT MID-HEIGHT °• sJ'O.I; ' ' ;F.O�'Q c BLOCKING PANEL #5 AT 2'-0" X O • P. ,-•.o v •. . / 2X4 KEYWAY � �� � Z t #5 AT 1'-6" 2X8 (TREATED) WITH RE. PLAN LEGS ALTERNATE ry f r VERTICAL 1/2"4P CONTINUOUS I/2" X 10" ANCHOR SIDES clod BOLT AT I'-6" 4" RE: PLAN 4" s #5 AT I'-4" a • N �+ I HORIZONTAL (2)-#5 e CONTINUOUS BLOCKING PANEL a k #5 AT I'-&" a 0 a 5 E C T I Oil J ` 8' VERTICAL V ° -- (2)—#5 q E CONTINUOUS W ,; 3/4" = I'-0" ° e RE PLAN ° #5 AT I'-4" ° a cr) Qr i HORIZONTAL • r � �y � o �I 1 o • ° S E C T I fI O I 1. I 8"• O O � l l O C 1/2 ISOLATION 3/4 V-O o " " = " v c -2X6 INTERIOR ° 2) BEARING WALL JOINT E a t 2X6 TREATED 4" SLAB-ON-GRADE e c WITH 1/211 (P X 10" 11-01/211 2X4 KEYWAY WITH W.W F. ON 4" f ANCHOR BOLTS AT GRAVEL BASE ° Q ; 0 r 3—0 a ° EXTERIOR STUD WALL e 2X CONTINUOUS WITH l o ....--.-.—i...l�..•• .../ I WITH SHEATHING r ° I/2"m X 10" ANCHOR- C) ,� ` 1/2" ISOLATION BOLT AT 3'-0" I o " SLAB-ON-GRADE ."oOp° a O•; A °d•;A JOINT I42" ISOLATION v CL WITH W.W.F. o o•o ao •. 0 0.0•'_-0' a . • d • • m •, WITH �N.N.F. ONRADE � JOINT ... a T 2X4 KEYWAY A41 4" SLAB-ON-GRADE WITH W W F.•• - • GRAVEL BASE (2)-#5 �J'O ; ' • e CONTINUOUS ON 4" GRAVEL BASE NNNN o ° a ° • - i OOD OQCG OiQ=-!A�-- — ° e e 't RE: PLAN • #5 AT 2 -0" •-•-•-••--i---• -�- S .�r ..d fro", o O°O :y0':o VERTICAL T ° . o u s ' a O'Q O,/•1 O e;l = - i rq ppo'o o•o •.^0 0.00 ' O c� • a • d • m #5 AT 2'-O•' - 3/4" = 1'-011 2X4 KEYWAY—_ HORIZONTAL O RE PLAN Q "11 '� g MATCH VERTICAL � i REINFORCEMENT 6" 411 WOOD COLUMN WITH 51MP50N PG LEGS ALTERNATE 7r 7r 4,COLUMN GAP AT TOP �I • SIDES 51MP50N GB &E C T I O' `� 4 e° ° e a f O COLUMN BASE 3/411 = 11-011 V E C T I O 1 1 7`/ O _ a #S TIES -- (2)-#5 t- ° $ GONTI NUOUS h 3/4" m i i a f d 14 4P PILASTER 5EC.-MON 2- • #3 TIES AT 2'-0" INTERIOR STUD BEARING WALL • RIM JOIST t EXTERIOR STUD WALL • WITH SHEATHING I . d 1 51MP50N A35 FLOOR SHEATHING to O In CLIP EACH (SCREW AT 4" O.G. WITH FLOOR SHEATHING (, w O O A BLOCKING PANEL 10 GGE SCREWS (SCREW AT 4" WITH • O IN U I RE, PLAN .a (4)-#4 X q INTO BLOCKING) BLOCKING 10 GAGE SCREWS) W I I 11 2X8 (TREATED) WITH FLOOR JOISTS REINFORCEMENT 1/2"m X 10" ANCHOR FLOOR JOISTS RE: PLAN Z t � 1 RE: PLAN BOLT AT I'-6" RE: PLAN I n _ O SIMN R ° • e 1/2" ISOLATION JOINT GLIPEAGH35 O Q V � � 4" SLAB-ON-GRADE JOIST U Z_ O l- s 01 ••° o •. WITH W.W.F. 2X8 (TREATED) WITH W Z e • ° 1/2"(P X 10" ANCHOR J _ RE: PLAN BOLT AT 1'-6" r 6 RE: PLAN ---..L...i.... L.-. (2)-#5 BLOCKING PANEL CONTINUOUS - • U 5 E C T I O I �l q o+o a,o•. o o O o A AT 4-O #5 AT I'-6" - ° Q W ° VERTICAL a D a D ° e CONTINUOS ° 0 W HORIZONTAL ° ° H ORI I ZONTNT AL a V I U H 0 = O • • Q Q . 11 8114 8 Z w #5 AT I'-6" °. 0 VERTICAL a 1 2X6 AT I'-411 INTERIOR BEARING WALL NY m e e Ire 4 • 6 11/2" 2X6 TREATED WITH • • Q 5 1/2" 5 1/2" 1/2"m X IO" ' 4" SLAB-ON-GRADE AAN 3HO BOLTS ° J2" ISOLATION OI ISOLATION 1 WITH W.W.F. " a JOINT 4" SLAB-0N-GRADE 4" SLAB-ON-GRADE a 4" SLAB-ON-GRADE I WITH W.W F. 2X4 KEYWAY WITH W.W F. ON 4 2X4 KEYWAY WITH W.W F. ON 4 s G GRAVEL BA5E RAVEL BASE a U e „y. � 4 ...�a.A..i...!•fti.�. • ..........i..... 1 ° a IL :OOQ } a - \ • e / ` • pOp°C•OOOZY OO+; A:bd�'O • q QdO O.O '.^O O.Oo•^.. O A SJ•O. .O•'Q q o0 0.0 00.0• o • m rL NALD S� /L RE: PLAN 4 _ �C ► ERI�••�TGi r RE: PLAN o i 4 o• RE: PLAN ai • i °' �& C T I ON 8 &E C� ON � 5 C T I ON 3 a Z \ ` 11 ` I to 3/4" = 1'-0" 3/4" = 1'-O" 3/4" Z F— l Lv Li y a m LI O N it 4 E.e.,...,»....+•.�-....-.. .,. Sn....v-v-o,. rs"'w.a.M, r _-..,,r,a..»wn.<..e.._ ._...+:+[A_...,-. .:n.^^.. ..., .« r..: a -^ , .. ..__ .-. „ v.-._...�.. .,a ,. .....,..,- ,. ..... .. ... - ,._, - ,.....-... ..--.+ . _ . ...,.,._ _ .... .-•--,- .. �.., ...- z -. rP -sv-y _ -✓ ..,-.. . -.-e. �..+.--_ - .,.. ...- ..... r , - - . -.. -. ..- - ..- . ..+,-.._-.-. .. ..-"'� _.-_ ''. f r ..._-......�.r a .w r r--... ..--...w r-......._..,,.�,......,.-. ,.�.__ .+ -. .. - _ _ _ _ -._.. _ _,_ .�. .`.._, ,. --. - v + - - _ ._ .. ,. .. .. _ ..._ .. _ ,- .-. .. .._. __ u. C _ .. _ -.. _ _, _ _ _�- .-r .-_.-,.- __ -.- ,.-.-a--�,.-.-.,_y_ t p C M EXTERIOR STUD p WALL WITH 5HEA HING k GENERAL NOTES FLOOR SHEATHING co L LIVE LOADS USED IN DESIGN: C. L.AMII-ATEO BEAMS FLOOR JOISTS 5HEOA HING N 1. AL- LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 RE: PLAN WITH A. ROOF 80 PSF PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE " 51MP50N IT HANGERS FLOOR JOISTS WET. `}-O RE: PLAN 0. TYPICAL FLOOR 40 PSF 2. LAMINATED MEMBER SHALL Be DETAILED AND FABRICATED IN ACCORDANCE WITH THE bTANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL C. WIND aLUE LAMINATED TIMBER. LATEST EDITION AS PUBLISHED BY AITC. _ 12 1. BASIC WIND SPEED 80 MPH 5. P20VIDE UNITS CONFORMING TO AITC 117. 22FV8. D.F. FOR CONTINUOUS 2. EXPOSURE B MEMBERS AND CANTILEVERS AND 24FV5 FOR SIMPLE SUPPORT MEMBERS. SHEATHING N I1EMBER5 SHALL Be DESIGNED WITH ZERO CAMBER WITH TOP SURFACE � Z D. EARTHQUAKE ZONE 1 2LEARLY STAMPED ON EACH MEMBER. OF •• O f RO JOISTS N 2. NON-STRUCTURAL ELEMENTS: D. PLYWOOD DECK AND/OR WAFERBOARD RE:i PLAN > ' 1. PANEL THICKNESS SHALL Be AS SHOWN ON THE DRAWING. APPLICATION ; A. BY THE 5TRUGTURES5HALLBTAKE INTORACCOUNT DEFLECTIONS AND OTHER STR-UC TTURAL PLYWOOD ASSOCIOATION.GE WITH RECOMMENDATIONS OF THE AMERICAN BL GKING (2)-2>00 2" BOLTS AT 2'-0" D uj MOVEMENTS. 2. EACH PANEL SHALL Be IDENTIFIED WITH THE GRADE-TRADEMARK OF BLOCKING SHE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS STEEL BEAM 5. FOUNDATIONS: :)F U•5. PRODUCTS STANDARD PSI. LATEST EDITION FOR PLYWOOD. ALL RE: PLAN WITH F PANELS WHICH HAVE R L S ANY EDGE OR SURFACE PEMANENTY EXPOSED TO 2 (2X #- 1/2 PLYWOOD) 1 A. MAXIMUM SOIL DESIGN PRESSURE 5000 PSF f HE WEATHER SHALL Be OF HE EXTERIOR TYPE. TOP PLATE WITH 1/2"4) 5. FQR FLOORING USE 5/4" T#-G STUDD-I-FLOOR SHEATHING NAILED AT 4" O.C. BOLTS AT 2'-0" 0. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. GS-1Co45 NLONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS. " 2X AT 1'-4" BY CTL/THOMPSON. INC. DATED 9/15/9S. 4. FOR ROOF USE 518 (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4 SIMP50N L.5U BEARING WALL ` :.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. HANGERS G. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING S. E>TERIOR WALLS SHALL HAVE ONE LAYER OF 112" EXPOSURE 1 SHEATHING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY JAILED AT G" O.G. ALONG PANEL EDGES. CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF G. OIN PHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS WITH THE FACE ' FOOTINGS SHALL Be A MINIMUM OF 48" BELOW EXTERIOR GRADE. SRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED, s �",r1 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLP5. TONGUE AND r�"'"'11 D. ALL FOOTINGS ARE TO BE PLACED ON FIRM. UNDISTURBED. NATURAL SOIL SROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. r k OR PROPERLY COMPACTED BAGKFLL. APPROVED BY THE SOILS ENGINEER. OACKFILL SHALL Be COMPACTED TO 9S:G (MINIMUM) STANDARD PROCTOR E. PREFA'�RICATED WOOD MEMBERS SHALL Be THE TYPE NOTED ON THE DRAWINGS pi p DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. F SOFT AND SHALL Be "00-J0I5T" AS MANUFACTURED BY BOISE CASCADE CORPORATION. �J' G T I O 1`I ✓ T I O I I 1 SPOTS ARE ENCOUNTERED REMOVE 50L- AND RECOMPACT WITH APPROVED ALTEkNATE5 SHALL Be REVIEWED BY THE ENGINEER. WEB BLOCKING AND Z FILL. (RE: SOIL REPORT FOR 0E5CRPTION OF BEARING SOIL.) BRIDGWG TO Be AS REQUIRED BY THE J015T MANUFACTURER. FASCIA E. DO NOT PLACE OACKFILL AGAINST BASEMENT WALLS UNTIL ALL ATTACHED FLOORS G. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE RE: ARCH. A „ E ARE IN PLACE. NOTED ON STRUCTURAL DRAWINGS. WOOD TRUSSES SHALL Be DESIGNED TO FULFILL t STRE_5 REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS FL-FL HING ~ O HEADER RE: PLAN 1I F. CENTER ALL FOOTINGS UNDER WALLS. COLUMNS OR GRID LINES UNLESS OTHERWISE SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. RE: PLAN _ NOTED ON PLANS. H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS r G. CONTRACTOR TO PROVIDE. AT HI5 EXPENSE. FIELD DENSITY TESTS ON COMPACTED FILL CAPACITIES. Fb = 2800 PSI. E = 2.000.000 PSI. Fc - 750 PSI. Fv = 285 PSI. BUILT UP MEMBERS M �j UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TESTS SHALL Be TAKEN FOR EACH FOOTING AND SLAB-ON-GRADE. CONTRACTOR SHALL HAVE THE OPTION OF U51NG 5 1/2" OR 5 1/4" WIDE MEMBERS. a f•�•1 w H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT GONDI- ► 9. GENERAL: TIONS MAY Be INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 12 A. ENGIN°_ER'S ACCEPTANCE MUST Be SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 1j M"• L' i 4. CONCRETE: I!!; ip O O B. VERIF'' ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS SIZES LINTELS AND CEMENT STONE AGGREGATE AND SHALL DEVELOP 5000 PSI COMPRESSIVE ROOF SHEATHING STRENGTH IN 28 DAYS. REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. FLOOR JOISTS a c I WEB PACK RE: PLAN H o i B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc1.5 55 f'c C. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL. PREFABRICATED x v MECHANICAL. ELECTRICAL. AND STRUCTURAL DRAWINGS. MISCELLANEOUS ROOF TRUSS (O R 57.000 f'c NORMAL WEIGHT CONCRETE). VERSA-LAM BEAM SIMPSON IU O I EMBEDDED ITEMS AND ANCHOR BOLTS SHALL Be, FURNISHED 0Y STEEL SUPPLIER RE: PLAN RE: PLAN HANGERS �•y AND RJ5TALLEO BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A5G. C. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. Mil JOINTS SHALL BE SPACED 10 FEET AND CUT 1" DEEP X 1/8" WIDE WITHIN D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE �� C 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. EARTI Z D. SLABS. TOPPING. FOOTINGS. BEAMS AND WALLS SHALL NOT HAVE JOINTS IN t ` A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST Be MADE AT THIRD E. SU3MIr SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL p STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS c POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS FASCIA UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL Be AS DETAILED OR AS PRIOR TO WRITTEN REVIEW OF SHOW DRAWINGS WILL Be ENTIRELY AT THE R15K RE: ARCH. F REVIEWED BY THE ENGINEER. OF TI-E GONTRAGTOR. E E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL Be IN ACCORDANCE WITH F. WATERPROOFING. VAPOR BARRIERS. ETC.. SHALL BE AS SHOWN 5IMP15ON HD2.5 5/4" = 1'-O ACI BUILDING CODE 518 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED ON Te ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE 5PECFICATION5. CLP EACH JOIST EDGES OF CONCRETE WORK SHALL HAVE 1/2 INCH CHAMFER. USE STANDARD HOOKS FLOOR f ON DOWELS UNLESS OTHERWISE NOTED. G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL Be CHECKED AGAINST FIELD EXTERIOR STUD SHEATHING ARGHI'ECTURAL DRAWINGS. WALL WITH SHEATHING s S. REINFORCEMENT: FLOOR JOISTS C RE: PLAN E A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO 4 ASTM GRADE G1S. GRADE GO EXCEPT TIES. STIRRUPS AND PLATE ANCHORS WHICH SHALL Be DEFORMED OARS. ASTM DESIGNATION AG15. GRADE 40. _ B. ONE�D L MESH AT SIOEAAND END 5PLICE5 ANDMWIRED TOGETHER. BE LAPPED C G T ION /�I J G. REINFORCEMENT PROTECTION: 5/4" = 1'-0 I 1. CONCRETE POURED AGAINST EARTH • 2. CONCRETE POURED IN FORMS (EXPOSED TO �4EATHER OR EARTH) 2" 5. COL.UMN5 AND BEAMS Me BARS) 1-1/2 ' 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 5/4" 1 D. NO SPLICES OF REINFORCEMENT SHALL Be MADE EXCEPT AS DETAILED OR WEB PACK 4 AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE PERMITTED. 5HALL Be A MINIMUM OF 5G BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE 2XG OUTRIGGER VERSA-LAM BEAM I ALL BARS CONTINUOUS AROUND CORNERS. RE: PLAN WITH 51MP50N IU E. PLACE TWO #S (PER 8" THICKNE55) WITH 2'-0 PROJECTION AROUND ALL ROOF SHEATHING HANGER OPENINGS IN CONCRETE WALLS. 5LAB5. AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0 DIAGONALLY AT EACH CORNER. TO(O 1�I F. CONTINUOUS TOP AND BOTTOM BAR-5 IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MI05PAN. BOTTOM BARS OVER SUPPORTS. 5/4" = 1'-O 4 I G. PROVIDE ALL ACCE55ORIE5 NECE55ARY TO SUPPORT REINFORCING AT P051- TION5 SHOWN ON THE PLANS. ALL REINFORCEMENT TO Be HELD SECURELY i IN PROPER POSITION IN ACCORDANCE WITH ACI 518-77. Co. STRUCTURAL STEEL: BLOCKING EXTERIOR STUD e A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A5G EXCEPT E RR XTEIO STUD WALL WITH SHEATHING O In PPE COLUMNS WHICH SHALL CONFORM TO ASTM A55 AND TUBE COLUMNS TO WALL WITH V) O O h ASTM ASOO. GRADE 0. LATEST EDITIONS. ANCHOR BOLTS SHALL Be A507 STEEL AND SHEATHING . W N N RE: PLAN E MISCELLANEOUS EMBEDDED ITEMS SHALL Be A5G STEEL. V O_ O PREFABRICATED � G B. STRUCTURAL STEEL 5HALL 0E DETAILED AND FABRICATED IN ACCORDANCE FLOOR SHEATHING WITH LATEST PROM51ONS OF AI5C "MANUAL OF STEEL CONSTRUCTION." TRUSS W G RE: PLAN 4 G. UNLESS OTHERWISE NOTED. USE STANDARD FRAME BEAM SHEAR CONNECTIONS Z !;� c WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH M �C SPLICE TO SUPPORT 609E THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BLOCKING (n O Q i BEAM AND SPAN. C7 M �+- o D. MINIMUM WELDS TO Be AI5C AND/OR AWS BUT NOT LESS THAN 5/1G" CONTINUOUS 12 > ~ Z 'o # FILLET UNLESS OTHERWISE NOTED, RE: W Z c m 1 E. ALL WELDERS 5HALL HAVE EVIDENCE OF PA551NG THE AMERICAN WELDING ROOF SHEATHING PLAN �. Y'° SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS 01.1. - o ` 7. NON-SHRINK GROUT: PREFABRICATED FRE00 ANOI5T5 = �" c I ROOF TRUSS �/-T I O�I V n U L.U r ' A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS: RE: PLAN � N °> c 1 1. BETWEEN STEEL COLUMN BASES AND FOOTINGS. 3/4" i'-O Q m a 8. WOOD: N IO In A. ALL FRAMING AND TRUSS LUMBER SHALL Be DRY DOUGLAS FIR. LARCH. GRADED BY Z FW- e 00 WESER TN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNFORM BUILDING Q to CODE A5 FOLLOWS:CODE 3 c 2" THICK - 4' WIDE STUD fb = 800 es1 0 N o m Z' THICK - a WIDER N0. 2 fb = 1250 'Ppsi i NOTED ALLOWAOLI EE5TRE5SES1 AbRE MINIMUM55 AND FOR NONREPETITIVE USES PRIOR TO T I O �" f ALLOWABLE STRESS INCREASES. Q B. PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD JOISTS AND 2X 5OOLID BLOCKING BETWEEN J015T5 AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE NOTED. FLOOR FLOOR SHEATHING INTERIOR BEARING SHEATHING FLOOR JOISTS STUD WALL FLOOR JOISTS RE: PLAN RE: PLAN RIM JOIST Q k U ` • 2X INTERIOR BEARING BLOCKING > STUD WALL- BLOCKING PANEL CENTER STUDS AT 2'-0" CONCRETE FOUNDATION E UNDER TRUSSES WALL R SIMPSON ASS E: 5ECTION S/550 CLIP m INTERIOR BEARING STUD WALL SE(f,-TION 10 �� � co .� 'sre Oo ro T IO`� °I 5 C..,,TO 101"-1 5 = . : ; o O • Z 5/4" = 1'-O 0 :p? Z W La. boo^_ -'f E `7 i o Tt� .• .ems O W 1 NEW 4" SLAB-ON-GRADE WITH #5 AT 6X& 2.1 X W2.1 W.W.F. HORIZONTAL W \� #5 AT Z'-O" X Q RE. PLAN \ 0) ' DRIVEWAY —� RIM JOIST #5 AT I'-O" 1 f—INTERIOR STUD CJ � EXTERIOR STUD WALL VERTICAL —\� BEARING WALL WITH 5HEATHIN6 `\ 4" ° an 4"I (� z SIMPSON A55 FLOOR 5HEATHING 5:: \� #5 AT1'� EACH WAY V) G o O• c.,p° '� CLIP EACH FLOOR SHEATHING r= '�Oo°•o o•o'•„ „ •„ o, o (SCREW AT 4 O.G. WITH (c,�GREj,•j AT 4 y11TH \ a IN CENTER OF SLAB � > P BLOCKING PANEL 10 GAGE SCREWS 10 GAGE 5GREW5) W INTO BLOCKIN(5) / p BLOCKING ry 5" CONTINUOUS 2X8 (TREATED) WITH \\ FLOOR JOISTS #5 AT I'-O" X - ! 1/2"(P X 10" ANCHOR FLOOR JOISTS RE. PLAN #5 AT !'-O': GRAVEL BASE BOLT AT I'-b" \ �RE. PLAN 6 d i 51 MPSON A35 I/2 ISOLATION JOINT EAGH \ ` _ 4" SLAB-ON-GRADE \� JOIST \ I I !��iI I WITH W W F. \ _ felt=i 2x8 (TREATED) WITH #5 AT 2'-O" HORIZONTAL � !l=111=11�" 1/2"4) X !0" ANCHOR \ O d e (2)-#5 2X4 KEYWAY \ RE: PLAN BOLT AT 1 -6 v #5 AT 2'-0" X 0 — RE PLAN LEG5 ALTERNATE a ° (3)-#5 ° SIDES 1 ° a 6" ° - _ �13LOGKING PANEL CONTINUOUS ° ° O�Q �•oeG:°.;OU e; of e°(�•s AT 4'-0" - I— ° d d e a CONTINUOUS +� 5 — Q \ #5 AT I'-O° X11 d d ° PiER (4G00 PSI CONCRETE) `� ° °°° •' ° ° ° . 3O" CONCRETE �I _ ° #5 AT I -O _ \ � EAGH PIER INTO d VEF GAL I (5)-#S VERTICAL a WALL ° ° ° ° , _ CONTINUOUS (2)-#5 5" #5 AT !'-0" a b a CONTINUOUS #5 AT 1'-O" a !-�ORIZ©NTAL ° °• a ° II RE. PLAN i-rORIZONTAL ° (16)-#5 VERTICAL I c ) �, r ° III � � 8:: I &EC�TION .. o a a 00, t '° I I/2" GLR. ry = a ° #5 TIES AT { ` O 2X6 AT 1'-4" INTERIOR °°� ° Q • ,°d SEARING WALL a (12)-##5 X 'fl a -I v2" _ 5 I/2' / 5 !/2" 1—2X6 TREATED WITH ° \ —R1= PLAN / 1/2" Qp X 10" ° ° a° 6" SLAB-ON-GRADE WITH 10" ° 4 �, 'C ANCHOR BOLTS 6°` 5LA3-ON-GRADE WITH 2X4 KEYWAY ° #5 AT i'-O" EAGH WAY °a ° • ll- ` I0 do do, oof 6 SLAB-ON-GRAD._ - AT 3'-0" 2X4 KEYWAY �\ #5 AT i -O EAGH WAY WITH #5 AT 1'-O" E \ ° d ° U EAGH NAY 4 SLAB-ON-GRAD � d ° d e ° WITH W W.F. z/ III ° d ° ° • °° ° d ! < I ° 4a e e d . ° CONT NUOUS •d LU ° ° ° • ° \ ° __—_ — _——�— CONTINUOUS ` - a `° I p[ I ° e d I " of a d I ad d I d ° tl IT • i e a ° < I ° a _ _ I � i i r RE: PLAN RE- FLAN � i RE PLAN I ! lei 4" RE: PLAN 4"I ! I ! 5ECTfON I = I 3/4" i'-O" I i l r I r I I ' RIM JOIST I EXTERIOR STUD WALL WIITH 5�AT STUD NG WALI I I j SIMPSON A35 \ WITH SHEATHING i —FLOOR 5HEATHING GLIP EAGH \ FLOOR SHEATHING (SCREW AT 4" O.0 WITH ° BLOCKING PANEL 1\ / (SCREW AT 4" WITH 10 GAGE 5GREW5 s IO GAGE 5GREWS) NTO B L OGKING) U IY o O ! 2X8 (TREATED) WITH / BLOCKING —� I ie In to 1/2"4) X 10" ANCHOR FLOOR JOISTS \� �—FLOOR JOISTS BOLT AT I'-6" RE= PLAN �,\ / f RE: PLAN 0) co 1/2" ISOLATION JOINT—\ \ 5IMP50N A35 \ Z � 0) \\ CLIp EAGH O X 4" SLAB-ON-GRADE \ JOIST WITH W W.F. ! \� I I C� !� Q \ 2X8 (TREATED) WITH ! Z Li i/2"C? X 10" ANCHOR \ i W Z '<'E PLAN $OL7 AT I'-6" , e oOp�O� CL­t;oa j)n ,'0.,•Q 'c,� �•,o CONTINUOUS I i _ BTOOKING PANEL N ! (3)-#5 ry s I �� ° a W • I I^ ° GONTI NJOIJS 1 Q I ! VERTICAL ] \VERTICAL rr ° � F_ #5 AT 1'-0" #5 AT !'-0" ij � r � � � H HORIZONTAL a HORIZONTAL ° 1 U an 41 all 4 a 1 1/2" GLR 11/2"GLR. ` Q J a a a 6"SLAB-ON-GRADE W!T H a _6" SLAB-ON-GRADE WITH \ `—#5 AT 1'-O" EAGH 1�lAY .� � / #5 AT !'-O" EP C H WAY 2X4 KEYWAY �\ ° / 2X4 KE: Y�,AY ° V NLD e a ° (3)-#5 a d . �� TERf•�• GONTINUOU5 CONTINUOUS - - • e ON RE. PLAN RE- PLAN .,9TF ►+ • p�. L F I i � I M T f �= i f �I'J 4u fib M . I tD 5/4" = I'-0" 5/4" = 1'-O" Z r_. Z I— W � m W r 61 n 4 to