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Home My WebLink AboutVail Commons Including Grading Units A1-A4.pdf ' � r.. i 4714 22'--i" 22'-211 23'-7 " 22'-0" 4'-0" Z O I`- 8 " -O '-8 ' " ' '6" —2 -8i i -5 Cl i ( l f -O I f 10- -O" W F S'-b�" 6'-O" 3'-8" 5'-6" 5'-6" b'-O�" 3'-8" 5'-6�" 5'-5d" b'-O " 5'-INI 5'-10" 5'-lo" 2'-3" 8'-I" o � F - I I I i 1 1 I 2 1 Z:�� A6 A4 AS I I I - - - - - - - I o I I I I E I I I I O N R48 CL _° I r = C4 210 (� c — — — 4'-10'1 3 4'-11" 5Y '-6�' �" I - _ I I E �D RaoM 1 CJ i I 12'-O Yl I ` q a I BE ROOM 1 11 1 3�" 1 0 — ° . — -=•y— ° iP�$-1° x il'-�' S� 5� -5� 3 -off' - O t ( BEDROOM 2 wDa 12'-@1/2' x 10'-61% ' I Q ° 3 _ ® 5ED OOM 2 CL — 1 5/8' I N 1@'-81/2' X1@'-1' _ - - - 209 c I BEDROOM 1 i'-DN" 6'-5�" 3 " 31_49 3y 21-11Y 3�" 61_311 3y„ I I y - 10 22x3O ^ti c t 6 211 119'-m 3/8' B4TH1 203 ltic el _� _ O >En L — D218 m 219 220 ►n �` p it1 - > BEDROOM 2 o OI — 1�1 Q D _ Q o �+ 1@'-81/2 ' x 1 @'-�' CL - -- Q == CL --- LINEN = I 6 f ' — — — R48 - m R4s — FF- _ m >D ROOM 1 MB -1 I m -� z w 0 - Yerify vent size - Iat!'i � _ w w f 1 @'-(0' x il'-�' _ BED ROOM 2 w/ Architect m f 213 BATS-11 T I R= _ -ii 201 r-^ 1@ -8/ x 21'1 219 212 4 6'-l0" 3'-4 3 2'-11" 3� 61_511 3 11 6 CL= _= CL _ - n -� LINEN ILI I I 5 m Rts R48 - I I — A4 iv I © �22x3m-1 J+ + 20 — _ laattrc = n 211 n 5 3}" Rts O LI I 21 3 tr m r.2m'-5 1/8' I 213 o n r I I U1 �J 7'-S1" '48 5Y, 31_011 3, „ 3N 6'-291 218 220 y Q f f 11 V--5� 0 1 _ I AT�11 1 11 I ,� i = _ 212 O 3-I 3 1 11 3'4 3 I MB Q L 216 - OSET ° CL . _-= C. n ' LINEN m ° R48 - 121'-91/8' R45 F -71 - 1 — I Rt8 — — — 214 4 MASTER Rt8 K = ettl L_ .J I I —— r,3,r — 3 3�" IO'-i I�" A5 MEMO! la 213 r = — n 211) — BEDROOM -f- _ I o n I II MB o m m BATHI + Q II 8 5 2t5 i ° _ I _ ' r 141-13/8, x 11 -@ t _ n � __ .� A5 CLOSET ROOF BELOW ' LIN- - - - - - • R* i14) Rig- N M!-�JT }� 1 �— — —f f U O N 04 (� � BEDROOM i I O ROOF BELOW + 0 a, 1 Fx LO LO i - - 2ti -` 0 _ - \Z L J I LINE OF ROOF Z `t I If - 215 I �4 14'-�' x 11'-@' - I C - �\ N 15 ' -7 +3'-0° 113 " 3'-I�" 1„1 RO �t m ABOVE, TYP. _ - B U CLOSET BE OW I F- Z rn t I 216 - - - - - — � U — f Res MASTER ` I 1 I LINE OF WALL Z LC21, BEDROOM - — + — — — — — — -�- I BELOW, TYP. _ = J i 4 I — 101-ION _ B D R i + ROOF BELOW + I Q 1* U 61 � II y. 3'-5' `II " t` �L 7 C -i /y — v X `i W 77 ° RO�Fl I Q w o CLOSET Q 1 BE OW I I - - - -- r - 1 �f I I Z LLI Rig — — J�. MASTER ° : LL - BEDROOM L I i + ROOF BELOW + — 14'-,' x 11'-@' ( I L L ROOF BELOW m z Fill q %j O D . s ► � RooF�ELOW — —o ( I I I I — + L L --J �'-q" -i'-q" F- LID m 15'-b" 6'—S" 15`-b" 15'-74- 6'-5 ' U cn 22'-2" 22'-2" 22'-I " 41_0" cn ti N „ 94'-411 e co cu T XNjY�L� IU UNIT A4 UNIT A3 3 UNIT A2 UNiT Al A4 See A2 for dimensions. See A2 for dimensions. See A3 for interior info. See A3 for interior info. � � 8 ytr, �j 1. ,�', 199? Q 1 , 15ECOND LEVEL FLOOR PLAN � � � � DEY ,. 1 , A3 o SCALE: 1/4' = 1'-@' i 3 CD z o }- F � o Z Z 1— * W ti. rn - m W O O l. • W kJ (n 11 i Vail,Colorado Denver,Colorado ,s t t Monroe & Newell Eng►neers, Inc VAIL COMMONS VILLAGE UNIT Al BASEMENT REVISION Vail,Eagle County,Colorado TE •t�e • e • • iuu® A L •mco2 �)Do '"'OF CC) ►►, Date: Prepared By: August 13, 1996 Monroe& Newell Engineers Inc. PO Bog 1597 Avon, Colorado 0048 E Beaver Creek Blvd . Suite 301 . P 0 Box 1597 . Avon, Colorado 81620 . (303) 949-7768 s FAX (303) 949-4054 JOB V �1C- �MQOyS -LZ 1r t Monroe Newell SHEET NO OF Engineers, Inc CALCULATED BY /�4�� DATE CHECKED BY DATE • SCALE X 10" I I FOOTING WITH (4)-#SI I 1 EACH WAY GXG 2ETE COLUMN I I I `t- I , >n 'o" I I I R OI I I STF_LP J L -E I - i 4)-2X4 I l'J I I I I COLUMN I i I r I sr " �_ r L X 2'-G" X 10" I I OW t I Ia' FOOTIN2!—a WITHX 10" EAOCHI WAYITH (3)-#5 i I (3)-#5 EACH WAY I I 1 1 1 WALL I �----- _ O I STEP COLUMN I I 12 1 2'-0"I I I W I I I I I I - ———J —I N - Cga'_4'7— X 3'-O" X ? S/8..1 I FOOTING WITH (3)-#5 ACH WAY i I -- - N - E [10T-8 1/2"7 I A I: COLUMN ( N N I $.- (103'-G 112 I\ r----- - J i r- M- I I I . O WALL WALL I I I u STEP STEP I I J I �E i --- (99-4---- I FOOT NG 2'--& H (2�#5 I EACH WAY [10T-6 1/4"] O J 2 I I I rim I iv PRODUCT 204 1(Single Sheets)2051(Padded)�®Inc Omtan Mass 01471 To Order PHONE TOLL FREE 1-800 225 6380 c JOB V41 L- 0,114 m JIJ'�o Ulu I r A I Monroe & Newell SHEET NO OF /{ 2 O / Engineers, Inc CALCULATED BY V DATE 5✓yQ/ J /I (O CHECKED BY DATE SCALE - ��6G1/45 W � o. I I �! I up 1 _o ! - OEGIMGET 9 i/2' 661/45 AT (2)—q=72 V T . j 2 N _"' - - N 3 _ 10T-10 1/4' L, ONLY 1 TOP OF q 1/2' 661/45 i PLYWOOD AT 1'-4' ' 661/45 SM'SON_ --4 l�' ONLY HUi= HA",F.G }-2Xi2 AT t-4' C21 1/2 N p5q,1 W X108'? 1 HANG>EK BOTH EW5 OCKET LINE OF 6EA2WG WALL A60VE q 1/2'o C3)-12' V.L- AT P— 00 00 lit a- N oo i (2)-2X12 AT 1'-4' WITH S BOTH B�� 1A 10T—G 1/4" eAM TOP OF BEAM POCKET PLYWOOD T2EATED (2)-2X12 LEOGE2 WITH 5/4' 4) X e 1 EXPANSION ANGH02S AT G" PRODUCT 204 1(Single Sheets(2051(Padded) Inc Groton Mass 01471 To Order PHONE TOLL FREE 1 800 225-8380 1 JOB /4 L 69M44 caN r T Monroe & Newell SHEET NO OF Engineers, Inc �7 8 X CALCULATED BY DATE CHECKED BY DATE SCALE 2'—O" - 2E: A2CHITECT 05 AT 1'—O' X tV - s F02 WATE2P200FING - -- F-002 SHEATHING ORMIJAY 4" CONCfZETE 5LA0 WITH 04 AT 1'--O" EACH WAY CONC2ETE FOUNDATION \—GAfP-AGa FL002 JOISTS 2E: PLAN WITH 51MP50N WA" WITH 2E: SECTION 31//5A NG ITT HANGE25 - TeaATE0 LEDGE2 2E: PLAN (-F-MOVE FOAM FORM AT 2 1/2! 2 1/2" GLUE LDEDGER WITH AND (A2)--z W5 OF 10d NAL 5 - 3/4" = 1'-0 PRODUCT 2041(Smgle Sheets)205-1(Padded)®®tnc Gmton Mm 01471 To Order PHONE TOLL FREE 1-800-215 6380 ` JOB V�l t� all&A (JN 1T Monroe & Newell SHEET NO OF Engineers, Inc. Iy'R g �3 CALCULATED BY— C> DATE CHECKED BY DATE • SCALE 2X(S AT 1'-4" BEARING WALL 1'-0 sle 2X12 WITH 1/2V _ANCHOR B AT�-O " (5 AGGER)T �- 4" SLAB-ON-GRAD' 4" GONGRETE 5LA0 WITH WITH W.W.F. #4 AT P-•O" EACH WAY FLOOR SHEATHING ��aaar.r ar•�aaar•� - #S AT HORIZONTAL • #S AT 1'-O" - FLOOR JOISTS VERTICAL RE. PLAN (2)-2>e,12 TREATED WITH 3/4"0 X 8' EXPANSION ANCHOR AT 1'-G": NAIL AND GLLJ L LEDGER WITH (2)-ROWS OP-10d NAILS AT a? 1/2" 8„ 2 1/2"L.(REMOVE FOAM FORM AT LEDGE) 4" SLAB-ON-GRADE - WITH W.W.F. #S AT 1'-O" X N - -- • -- coOo'000'•O o00 - - ` RE= PLAN - . 1'-0 1 PRODUCT 2041(Single Sheets)205-1(Padded)®®Inc.Gmton Mass,01471 To Order PHONE TOLL FREE 1.800.225-6380 z . [ ! � ROOF FRA9G6 (TY-PZ � z \ \ !X4 3w e,-"'A ' � z 2X8 ��Sk w | | | 5" G0&7 X9&5 5 ER I^V 2` NT ( E� _ ! 6` 6R NNIEL LAP 5 D N6 � 55E EL�zS | � 5 EAVE DETAIL ] 5CA2=: | |!' _ [- ` z / . Z / \/ :\ �d �( v iL2>� �► .,, �iw MA 's !. I i - ` Lz„ z ��: t m low pm if RO ni RUM xi�j R. I ! QUALITY CONTROL The moisture/density curve shall be developed for the different soil types encountered in accordance with AASHTO TISO. 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. 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 N,,hichever is greater. f 0 `� f\everyone\andy\9L admm\pavement 822 2'-4 5"' 5 N IOV-2 v4• 4 2 W Q W GARAGE � m o m A A2 101'-10 114' NV TOP OF CONCRETE llT-I w 11 -1N PROVIDE MIRADRI 2 - T 1 m L -! WATERPROOF RA MEMBNE SEE STRUCTURAL FOR F ON TOP OF 6 MIL POLY FOUNDATION AND FOOTING6 FU I 1 / II / E W WATERPROOFING R v ON ALL EXT WALLS(TYP)RUN I I x POLY WATERPROOFING TO 30' ABOVE GRADE - - - - v- - A2 e9'-a• UNFINISWED BASEMENT — — — C j C f TOP OF SLAB r� # 2 OF FOOTING o------------ -- ---- - ------ - - - -- - ---- R-U1 W N r4" SECTION o -U1 1/4" O R - '- " - m 3 © aJ-8• � � I , UN I T >41 R-U1 - -1N t � See unit A3 for inFo. in 4 GONG. SLAB ON 3/4" PLYIND UNFIN &HED W O O N N GENERAL UNITS : ' 1 a W 4 Q " Z mq I HABITABLE SPAGE MUST HAVE PORCH I �, ~W a Q 7'-b" GEILIN6 HE16HT. 43 z LEVEL OVE MCI" 2 HABITABLE SPAGE MUST HAVE �O L16HT d VENT PER GHAPTER ° 12 OF BUILDING CODE °IN Q Ir c Z W ® 7 N = ® IER FER o ® TRUGTURAL Z Q� o (2) 2X12 (3) q 1/2"M L 4 Odd - SLOPED 4" GONG. SLAB R-U1 -1343 STRUG COLUMN o RE STRUCTURAL (2) 2xi2 RE STRUCTURAL. 3 DET,41L 2 > DETAIL rF� P ARTIAL BA&EMENT R FLAN R-Ul 3/4" = I'-O" R-Ul 3/4" = 1'-O" �-u 1/4" = I'-O" Town of Vail 1 11 OFFICE gs I to Oil , trN,Wr,xhMN,h.Ww,+°+,.w"ir ■4»++"M+Mw,.r.,,gYkK wr+N,Yy„w ww ,.Rp.,.,w..•w,.+•+N,r,w�te,p.,ap•"'»'p .wa.!•M.•.+11+ s...M +www ralLlw.r,,.aV,l.,ow...rw.r.wd � cuoW,W,,xmm4,.,at„W1Wdwd«A,A9+W,xN•,La-ulucluc..t.{,��,1y.X,tmr ir'.t,,4'w;.,.^/`.+,,ua,. s„=m,, 't • ' , , *`I° �^'wl +«w»•+.+«AFwww «rrwA,+.rMh«+.Mw+..sr. w»wwr , 83 SD-16 �M8o PER CDOTII j STA CUR" INLET, TYPE 13 EX SMN �. INSTALL STANDARDS M"604-1 EX)�[N1.�E`F.c,SRUG'f RIM . -79,,4114,7 05• ERI�S10 7986 31, ' M _ .• 7969,5 p IN r GRATE ¢ 69 70 �' RIM X967 4 EX SMH7975 44� NW INV 797� 0 C� DR iVE OPENING Y (T INV 65.00 L�� INV N� INV 7964.5, I - T ;+ 'r \ » -__� ---,� DRVE (_ 1 INM nS7 9�2� EX 7996..43' ' I� SW tNV x 7964 7 DRIVE OPENIN "'�----- OPEtyING Q RIM RIM 764 gg 2 EX 1MH � ��- a` 8= W1t1 ..'7�,. Wlp""�_ � Nl - _ - WM I `- SE INV 7985 8 RIM �796�Zo.76 1 °; ' 1 G �- G 8• --.,. _ �_ NE INV NE NV 7960.7' `` � CHAMDNIX LANE 8 -- RI SW _0 1�..ppF`G T S s sl S S S s — - s — rcI CHAMaNIX LANE e• ` ® --''I`:o.pFN„vc - - _ - TcI _� °'e -- +90, '� a z STRU S 5 Ci 1 TCt + _ _ +a 1 U ppFN/ IRi M 0— ' . ,.,._ . aQ` 4 ` — — - _ _ - - , ` --79 '+'L7..IL; `'' li„�(,�I+illw '3`w�,..pTf•,, _ - ' _1 _--••,_ 1 ' 'r,' , ' A�T4R T�" -,` ti '-' 77 3 ~ 7784 EAT ' + E RAfl ° � .___-•fir-- m i- - il - _ - - t , I - - i REMOVE AND SAWCUTf T W/ 3 A - - --- -I, -- - _ _ - - --- - •' ',t �0 1 {` I I' 1 -- --_ �_� __ __ - _-_ � � � �'' �' ';`e,t EXIS2ING ASPNS� aGREGATE + + - --- - - i _ - I ' 16 x g x 79883316 a g'Y 33 A _ 8" G,AS - 4163 at as - e�e3 _ _ X1961 7 6 w 1 I I _= _-—�- _ -w�-�� - - I l III 1 ON A.COURSE -- (� at,a ate - TRENCH 2,6 "'�; }; c' ONE M, BAS ASPHALT AI _ - 2.a t i�3°' ay - `" It I) __ - - = __- _ ll LE & TELE EX G + � j� - - DR �! x. 794 c, s \ ® '� _ --_ __ CAB NT ',1 p ARK1N ALL 58 0 `� -� _ _ ` ,1,, a O 7 r ! '7�#r t 1 ,,,fir -_ - ,I- - =- - ARE IN A l iNE TOP W -'S4y 5 == I' 3 'lj - - _ ,1 :�, a r ne r 4�: t+. ,' i II, ENC, AL p R 130T. WALL 4+75 1 S 607 x 7960.0 X ;l -_= Ijl'I x 79 ,II- +jll �, �•tlo ,` I,' �bF r' '�y`s�,r : x ' `I r `� A' nmGO ry,;'r'' } '`'y' I� ' I WEST SITE gpUN A 4 t Y STA 11 ,, I !I ,-- �I ,� �11'j i -I tl •-wl , a3.� t • 0 r�l!.t' ' • 1 RIM W W 7,91 79 1 _ _'Ii ;-^---=.--..�. 7040 •`4 X79 INV N x 4' .71 '� i�, I�1 �I , IIII�' l�l 1 yy"��r' i c' s `'' ��'I�' 7 2 6 �'I,l 1 I I�,Ih 12 3iS ' :`l„ I �' 'Y,.' 80.4y .... -*- """ tNt/10UT S 4a 7. ) Ill,�lli '-'!'� 111111 i I • l 1` i' } 798 �� °�J� ' � i t � 's' �•r �'� ' - C CURB CON /t = t , ^ �Y 10 79,0 5 , h� , ^`I ! 1 I „ ,/, rr n4 a� , �3 r _- X SMIJ I I 111 - E 7� I � 1 ---�-''"''' � " 7988 5 RiM - 7979 0 7g 3o iI I ! I i'; 0 SE INV 79 q 1 r' '� 1 � , ' I I 'I � � iI' � , , _ _ = ��,�_, ,�=• , ?; -_ �,:' ,, ,, , I i I I ► ', , I I l�'� W ►N � �I N 1 O i � '! ,j,l I � 1'I,l,lih 1, li �Il �I �l �._.--•-� /- -lr!lo�� _ :�� '/ =�-' ,I� � I �� I! I) I i I RM � - -. , ` CANTER I I I�IIII,Ii II l '!1't11' Illll - 1 �1�11 `l I >< R _ �,,"1i '/1/! /I, / r i-°7621 I , iI' I,III 1f1� �i� III AD EV 86.5 _ - --' V` P iI - r_X�77_98 1 f�.-. - _ _ = , 1 = , t l !' I'I I T E i s � L TYP ) I 11l't � 'I �Il I ,I� 6 �. �=_-.�.' 11 l ,l/ I t r1,` ,. , _ ' I I t ��! 1 � 0 L GE DITCH WAL l � ! �'� I I �L'- II �� t RAi A - - .' _ rr ! 1 l'1', �rf, I z 1 r + I I lI 1 ( I� I II -14 PER CD ) DEE } } 9 16 .1 1 ` I i Yf.� / r, l l 1 fI I �' I,! ) ,! IJ �� +94 � 3 H»a5 1 , '!I I tl !I I x . . `�._ �, t' STA 3 •� TYPE 1 �1,I 1,1,11 11,1, 1• it t I � 1' 1111 1 ,- e _ l�, ►NLE -13 i ' II �1 �I 41 �I 11,E ,' INSTAL S M-604 l 1 t , 111 I , �,(1�t11! ,I�I 'I ,,•�I 1 i I - 'l� vX-1 S STAND 51.40 1 + r,' , r t , + . , f':�, I I I ;,GRATE 47 28 WALL SEE 1 „ , 11 11�111i � 79 3. 6 ; rll l �i � I IIi l' � INV A ING � ',t' i �!' ' i I I' 1 � , ,,, t%1 ,,, r -_ IIII I i S�TRUGTU�`L PLANS TOP WALL I11`'1``I,II��I l �II t - i i y ;,11'I/j11' i l�lllJ'"rf / rC;, Ii , I Iltl ll I I I' o I' ,Ilih 11 � II�I�ll I i i t:7982 � iI, ! �1 +- �ID CE BO �p il,l, 1 _ 7 8Z• 1 i iI ';1 ', 1, nrr { 11 II �) i I I I I I,�III' AND REPLA T 6� ,��,� e j I ! I I 5 1 •_---- 4 + r/, ,l, l ,�„ t' o M; I,�I �I'I I 1� .I I I '''�� '' IT. REMOVE " ASPH s I i 1 +8 �2 r jlr , '/1, ,1%I 1, 4 ;i`tx , I i ('j! I I ' + RETAINING WALL SAWCU HALT AG 3 I 1 u1111111i I I i - - j A /1�,I/�r��"'�'1 r��f/ !lI , `: '+= 4 I �� II � VIII �� ( �I�II� ROTA a 87,0 LISA » G Ih __ ` _ SF'� GATE i I � TOP WALL 7 a GLA 5 AE 11 j,,,+il_-_" I I �1 - I 1 0 _-_ _ k �l!'/� �, 1 rl,� ,` �' �I - _ II BO T. 82 RSE. -_ l 1 i1 + , , i r r,, 1 1 `' + ' '`,' �` I' B �C COU ! l'I �I�iI 83.16 !I t �' �llr�l� T. j �A — ( � I �, '+ h JI 1��1' - t 111!1 ,�I -..�.r'-._.._^ I x^1(1 1 �1 I j I j ► {11111^„I�illtj! = _ l r ,ir, f r rl }� 'I,1 c' h Sr ; 1'111 O '� , 5 l' _ , ES 7y612 It - I Ili! +�� Il,l r � t�'� %„� 1 f7 1 I ! 77 24+ + ° I a , c: IT i 'I 1 �'I l l i l 1111, _ }76 5 i,{`i. I' ; ,;`l, 30 J �� - � re4 � i II 1 1111 I 1� Itil '�1 83.16 7982$ � 11�111I�1, �j' g a;�, �',� r '' ,1, • �' , 2 x 79 • l,11111j!; ,: 798 8 , 3. 6 l 1' 1111 0 /~=' t, __ I- I 1961 25 x t 1� ` II a ---�'1 1 ,79 11 A 1 _� . as , I � 6 �- p -1 _ 11_ / lip i i 'il DANK I 1 1111 F I j 1 { ,I 1 ' 1' ,��1 /��l' 1 ;.< Y,a ,: S �,I i1 1 4 �1, . PRINT SHOP / �!' _ _ - �tl ,Ili,�I' +ll -- + ^--^T"'� ' , ,r jll '' /r 'l' ,� I�i,�`' l r f }.w. ,,,a.t"�'' I ,l' I + I - 't 1 I l,I 1, ' y •�--I'''' i !'i1--_ — ----_ _ 0 % 983 16 ' ROT VER"04 , 3.16 - _ f x 79x1 ¢ ,• .�a -�. 1/l, ,, K WALK i l,- _ � +1�l�li� r '' f3-'„� r• ,-� `�� NC CURE ERIC _ } 1 1i1�`1�11 iiI ' '1fl k: co � � °1111 �, , ti , • / 1 ' - I II ,il� ! 'r` !1 ` .. I 1 + '� !/ i •'�'�f r 1 I/, ly i 79i 61. 75 a� 7983 0 - • �11/,;,�'1 r/1'J,,'t1,i,,i,'7�'l 1!1�' �YI” ' ;,, 1F. ;:;�1,:`';f.Uy�'-,►i*I�-1 1 1 -I�_'r'�'f/r� rr,l''1�1'f 11l l l i�i1 l UJ I f' ,�, "AND R E A _ __X ISTI_ N'- G 7982 7 5 SAWxT, REMOVE PLCE E 3* ASPHALT ON 8" CLASS 6 ASPHALT W/BASE COUR SE.' AGGREGATE 1.5 1400 t, 7 t ' S HALT = 1 I 11111 '1 111 �l/1/, { a'' +,� EX, A P 1 tD I I [] !1�I =_ �' �I�`1�II IIIi'1,'1 - :y fit; RKING ApIN r ASPHALT PARKIN( PA 1 ,� 1�II!��, iI ,,' 1111 i , 111 t,Il/1 „ * q ,'t N'.'I Ii Ill / ' :•, } � , II 1 ''1 � q 3.`. , $ i I '� ----.” � I , ' 111,1 I � I 1llj; ' 1111'Y. 1 I' Ir J JIIi ! �j �•, �,i .f` I l '! � __ - I � � Illy ,, I + ! , 1 I I,'' . r / /1 ',1,�1 ' I !J ^�. J�r � i t, Trttta r •`jt r t .,,.. t � � , I ,I _ - - tll _ l,l 1 o r. .H \ s e ti,M 4 r--► r / 7961 2 l I _ 11. t ,1 �, 74.49 N S � ' �g I � , I Ii t ' -'==-r = - __- _,r-.�-?�-=-=.= ' "�-s_ -.:-_ - t I- _ _ _ -�- I '�'#.C"A`ti'�" FOUNDA ` NEW FRB X98 I� � • THRU �� 's ! �11!I,l , , a it,' +111-_s�_- i -_- - - - �� _ _ ' ! F �, - PLACE / STING DRIVE 1 IIII u 1 - - _ - _ N Y'<, ',ln';«�'' n; ' ' 0 UT OVE AND RE A T EXI BE REMOVED 1� I 'I' _ _ =�. ��} ~?�` I r �- ==--o.-:_ STOP. SIG t,;p, l N >: :, E� 11' E 11NG SAWt% , REM 3" SFHAL g NK To n - -- i' ` r 3,o' R Q- '` a' �-- XIS EXISTING C A SS 6 AGGREGATE 81 OTHERS �� r A 8 CLASS 5017 0 n, FILTE PER I SEAT. -- -- � TO ' ON E <a h LL SAND I t S S 8 r_ BASE LOURS 50AI 5o e° 2 y � p INS ON SHEET M E — — ---- r,- �I{ pETA h o 11 0 VC - -- �:--- W + 1 a`0 P - 1I r I )40 ,� / C� ,'t N ° 6 a 2� UT g UT NW INV 28 Pa IV+635 3, �-- `1 1'�5"-.E.., '-..----" - } t o (� R TO SHT SD2P .�V �3 08 m �9 SA ; UT -N i7l All N a MATCH, gTgRM SEWE." (11 6/ INS f _. ✓ 1 OF MECttAI' AL PINS i (!) �_ ... EX SMH 28' ' ,,K--- -c-� 1�0 00 a V I ' 1 TMRU BANK } r �� -�t.49 STOP-SIGN N/ �, 0 R ,_ --'' / RIM = 797 ,-�-�'; ' `� II N t NE D U CTED -� , - - �� ". 79 6' r..^ �.. - '' �"�-- 8E COW 1 SW IN 0 h`..i.s� y t. •, I I TO �.w� I y .. PER r� i p rt tyC 4 r gY OTHE $• SO STOP `^+I� R _ � -� SD- - --- " _ S X8 13E 13 COM _._ - N _ � ti �•_ I 49•v _ 57y, -__- - UT - SAwCUT E ' $NSTALi CURB INLET, r ------ - o PVC f- S IM 72 90 t-- , - - - - -7970 _ cof -0 36. EPT 149 8 CMP g _ - � --_ 7 NV s 794g7 1 _._-- NE ►NV7 7950,8 S UT _ ca N �.� 7 1 _ a Town of 1/nq ADS..1 '� -J/ _ - - Q S -�r"BUT _ �++ + '�- - ---- 7� '- CDOT O Of Vail -�(A , - - - - D, H-6 PER J SS sr f S T� , J, - S �- _ L irLET, T`f�'E p4-11 ,000 CCE' INSTAL ARDS M-6 ��. ( w STAND OS S UT - y r_,,Y^ ^_ - - -- ,�,4 GRATE X2 46 _ CLOUD INDICATES REVISIONS DONE BETWEEN I / U � t -.- t + _ - _ l Off. INV ,• 66.26 6/17/96 AND 8/02/96. ; ;� r--- 1 t $D-12 93r COMBO PER I INV OUT I f ,. ► ` r --- 51A 6+Q�RB T Lp�B,AR pDSE�'504-..L'�- ---) � ' CM S1LTE0 IN - UT r- INSTALL `ISA `ISO' 3 114198 ADDED PATIO'S TO A-! THRU A-4 UPIITS Y�'N a i 1 S - -" �+• ..�' - STA 5+65 SD-1111 GE 7960 `. y' � 6 0 �� 'yam GE ASPHAL Se, t r GRATE 2 r/zs/ss FINAL REVISIONS MB 60 90 1-' �XISSING E� �F 1 6117196 TOWN ENGINEER COMMENTS YTjN1 ti STA 13+ 7 SD=7 STORM 63 80 INV 23+54.72 -' RAIN MANHOLE RiM 53 42 CL STA RIM RM 9 00 iv IN NE 59,10 1 OFFSET 36 00 L 0. DATE REVISION BY �- GRAPHIC SCALE A IN = 38 6 OUT » 53 22 1 8" --- _ - - - -- -- -?NV OUT = 38 4 INV TA 23+23.18 o is ao so 120 CITY MARKET' 3 -� - CL STA: 21+57 45 p SET 38 82 L 35 MPH "" "' , VAIL, COLORADO SET 50.51 L 25 MPH VAIL COMMONS PROJECT' �} OFF 1 WEST BOUND ,° 24" STA 3 I _ ` { 1 inch 30 ft» � . REMOVE &STiNG-" A S N- +42 SID 9 y NSTALL 84 LF 30 Q j y- ' / 9 �% ._._, STORM DRAIN MANHOLE ,`� ��- - ING & D N G� LAN 7950 x RIM ¢ 56,10 �> 3+87 SD^10 TYPE 13 COMBO PER r LOP R ,� 4$125 STA Rg INLET, j SOPRIS ENGINBI�RING, LZC _ .. x 2 r INV IN as 45 05 ( 17 INSTALL CU T S STANDARDS M-604-13 i IVIL CONSULTANT -" 4 4' :I G INLET �r��Qt11 &3/�4� l INV OU 20+9,7,94 f CDOT Ma 57 50 ;'„ y_ _ _ - I 878 WiLUTS LANE DES. YTN CK FILE NO H�E G �y CTA ;r r.R ATE BASALT. CO 81621gk4 06036 365M.D99 1/97/96 (970) 927-1424 DR. AISB DATE 4/05/88 950, 6.01' OF a g{ n 0�- UIL D __1_/V G A I F 0 UR PL EX fte44L 4voeon ( UNITS A 7 A 4 z 0 •. W V) '0 t"o < W 100�/At , , o 00000' .FORTH FRONTAGE ROAD VAIL , COLORADO w GONTRAGTOR: ARGH I TEGT: Horner Developments I nG . Victor Mark Donaldson, ArGhiteGts, P.G . E ►...a s, '0 Ea I road 5500 F.O.B 0 x A ra �6�2 0 Avon Colorado 81620 1V �T q q - �4G-45C q-70-q4G-5200 r ► STUGTURAL ENO I NEER: LANDSGAPE ARGH I T ACT , -�� o 0 N�onroe NoNe l l Land Designs by Ellison Inc, . �! � � � T �7 a rt. ��,� � ;� C �f"^fir r-.:.i .E 45 l=ast Beaver Greek Blvd . F. O. Box 125ci �� a.�v R-k�- ��o n o i o rdo 3 X20 Avon, Colorado g1 �20 ° cf-70-c14cf --7-76 8 c1-70-q4ci - I -700 O r �t o �44 RE6710N/�L I \6141VW16, VICINITY LOCATION MAC•`' � MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES : PR O �GT CODS SUMMARY : BU 1 LD 1 ` C DRAN! NC ! NDE, . ABV above LT Ilght OI Do not scale drawings Occupancy Classification Roof Materials A Cover Sheet AFF above finished floor LTL lintel R-I Townhouses Asphalt Shin ley III-111'11 ,� P g Earth Plywood AP access panel LVR louver 02 Verify all dimensions,conditions and utility locations on Color Autumn Blend (Browns / drays) AO 51te Plan t ' AG acoustical MH morhole the job site prior to beglnnir)q any work or ordering Residential Floor Area Al Basement Floor Plan t t 1 ADD addendum MFR morufacture (er) any materials Notify Architect of any conflicts or Unit At E1 rizon' rJc -d 51d1ng A2 First Level Floor Plan € APJ aej!acort MO masonry opening discrepancies In the documents immediately Basement (unfinished) 5183 sf 6" r annel lop siding A3 Second Level Floor Plan " I • -� Porous Fill / Drainage Finish Wood ALT olcern,.;te MTt material First Level 5614 5f evoe. Natural Red cot 0" AL abumiriu-i MAX maximum 03 Areas of conflicts or discrepancies must be fully Second Level '145.6 sf A5 Section 4 Details ARCH architect (urai) MEGH mechanic (aU resolved wlth written approval from the Architect before R-I Total 150-10 SF Vertl, d 51ding Ab 5ection d Details BA5MT basement MG medicine cabinet construction continues in those areas (in 6" G snnal lap siding A7 Window 8 Door Schedules Stone Masonry � Wood-Rough BRCS bearing h1MB membrane Unit A2 p�' ,mod on both sides A8 Interior Elevations E 11/1 beve-o'l MET metal 04 Plan dimensions are to face of stud, centerline of Basement (unflnlshed) 50"G sf t)Ou t3.r c't)Tnlr,ovs M meter (s) Stud or face of concrete unless otherwlse noted First Level 522 2 5f Wood Tri SIA Basement Framing Foundation Plan BLK bloc k MM millimeter (5) Section and elevation dimensions are to top of Second Level 732.3 sf ti ' Corner Trim 52A First Level Framing Plan Structural Concrete Bi ocking 5LK6 blocking MIN minMum concrete, top of piywood, or top of wall plates R-I Total, 12545 sf =inish to match adjacent sial- 3 53A Second Level Framing Plan BOT bottom MIR mirror or beams unless otherwise noted 4" oor d Window Trim 54A Roof Framing Plan ��{► t _ BLDG bulld!ng M15c, r1'•,_elloneous Unit A3. 8" L or 4 Window Trim 55A Structural Details CPT ccrpet (ed) �rJLL mt,1 ran 05 Provide all necessary blocking in Stud walls and Basement (unfinished) 506-1 sf D, vice Natural Redwood 507 56A Structural Details Goncrete Masonry Unit Gypsum Board G5MT casement MAT natcral ceilings Locations include but are not limited First Level 5344 5f (c) ca)iktn ) caulk(in ) NR note reduction to ceilin and wall-mounted fixtures, toilets, 9 9 g R-I Total Level 2b32.2 5f Wood Fascia x4 Ge. ar GLG ceiling NOM nominal toilet gGGe550r1e5, cabinetry, countertops, shelves, GT ceramic the N north closet rods and fake beams Devoe latura! Redwood g507 t Batt Insulation Marble GLR clear (once) NIG not in contract Unit A4 O U-) GOL column NT5 not to Scale 06 0 denotes doors refer to floor plans for door Basement (unflnlshed)= 502 g 5F Wood sub-Fasclat (,� O O GONG concrete OF6 opening locations Refer to Door 5chedule for door types First Level 546 5 sf 2x8 Coda _O cV cV GMU concrete masonry unit OPP opposite e E2 Second Level -144.8 5f Devoe. De. ert Beigr ST-42 to 0 Rigid Insulation Granite GONST construction OPH opposite hand 07 0 denotes windows. refer to elevations for wlndow R-I Total 12813 sf W I I GONT continuous OH overhead locations Refer to Kndow Schedule for window types Wood Soffit F- 0) 0) � t GJT control joint (P) palrt or stain Occupant Load 8 1/200 sf of unit Space 6" T46 sidinrJ _ O GPR copper PR pair 08 Coordinate all electrical and mechanical fixtures to Al 7 Devoe Nature ' R dwood #,4507 F Acoustical Gelling Tile Quarry Tile GUST custom PK parsing fit within ceiling, floor and wall spaces Verify with A2 -7 p X DTL detali PVMT pavement Architect when diverting from drawings A3 '7 Wood Decks O t_1 Q DIM dimension PLA, plastic laminate A4 -7 2x6 Redwood tJ Z 0) V- I Cm DR door PL plats OI In the event that additional details or vidance is Building A Fourplex Total 28 Stained on a' slc '5 W Z C71055 Tlie / Pavers DWG drawing PH piyvood needed by the Contractor for construe Ion of crq DF drinking fountain PT poirt aspects of this pro�ect, he Shall immediately notify the Construction Type Wood Railings, New ~Architect , I E east P5F pounds per square foot Architect Failure o give ample notice shall relieve Type V Ron-rated see drawl g5 = _J I:i r ELEG electric (al) P51 pounds per square inch Architect of responsibility Devoe 1 °Sert Bel 5T-g2 • 5teel / Metal as noted ufi+tuff,ifnfiufiffii,uuu" Carpet EL elevation (5) PL property line Fire Resistance: J i 4 I t ELEV elevator QT quarry the 10 The General Contractor shall be responsible for Party wall construction will conform to Vail's Windows °� ` c i EQ ectual REF reference satlsf all licabfe codes and obtalN ail recommended Fire Assembly as drawn in this '� I xh y applicable ng y (to tae. �eterm!ned) r� .� , i I EXH e ayst REFR refrigerator permits and required approvals T'ht5 project is construction document Set Tan rJ�! Z 3 19,45 l I � G existing REINF reinforce (d), (lnt) governed � the Uniform Building Code, lggl Edition VA-E34 V`-2V EXT exterior READ regjired Code compliance is mandatory The Construction Property Location Entry Door z FOG face of concrete RE5 resilient Documents Shall not permit work that does not Address e �� COM"M DEV E V I O G I F I (t be determin,.d) W f c FOP face of finish REV revslon (d), (Ing) conform to all relevant codes including UBG Vail Commons Pillage ,i5h Verify with Architec f- i Section Gut Reference Detail Area Reference FOM face of masonry RH right hand and all local and regional codes North Frontage Road (f) _ j F05 face of studs R riser Voll, Colorado 511ding ,ass Doors 0 0 FIN finish (ed) R$5 rod and shelf II The General Contractor and Subcontractors shall Field (to be determined) I Q i i FF finished floor elevation RD roo' drain coordinate and obtain approval from the Architect/ See 51te Plan for dimensions to property lines Tan Town of Vail Q A-B3 O'-O" FE fire extinguisher RF6 roo Ing Engineer before any cutting,notching or drilling of FDG fire department connection RM roon any cast-in-ploce concrete, steel Framing, or any other Allowable Floor Area bar ge Doors G FHG fire hose connection RO rough opening structural elements which may affect the structural Building #1 Four Panel OFFICE COPY O FEG fire extinguisher cabinet R/5 rough sawn integrity of the building 2x Allowable Floor Area for Multiple 5torle5 Finish Verify with Architect Q Elevation Reference Elevation Symbol FPL fireplace (5) sealant (exterior) FP firepproofing, sprayed 5HT6 Sheathing 12 Height d Number of Stories xterior Lights FLG fl Inn 5H shoat metal The Contractor Shall verify all existing grades and g Building AI-4t g ��r I FLR floor Ln 51M simlar stake out the bvildl footprint for Owner d Architect 27-6 Typlcai p,-r Unit (to be determ!r od) FD floor drain 56 solid core approval prior to beginning any site work Photo-GPIs Town ofVadCommurnty Development ry 6 l IFTG footing S south 13 The Owner has been advised that due to harsh winter Q FND fovndatlon 5PEG 5peafication (s) conditions,roof and deck Surfaces must be maintained � Health RM I ¢ FBO furnished others 50 Square I r g q reasonably free s Ice and snow to ensure minimal Approved [� D 13 I I Detail at References Large Area Detail Reference FUR fumed (Ing) STD standard g problems with these surfaces (f GA gage, au e ST stall y g Dented 6V golvaniza STL steel 14 5ub5titutlon5 of "Equal" products will be acceptable 13 El 1 t t 6G general contract (or) 5D storm drain only ith Owner's w Itte P oval Unique specified O IA 12/31/Iggg 6L glass, glazing 5TR 5trwtural y aPPr q {-° GYP BD gypsum board TEL telephones Items are Intended as quality specifications only C-) I f co HOW hardware TV television 15 It i5 the Intent and means of these documents that f M HDR header THR threshold n9 666 Revision Cloud Revision Symbol HT6 heating T46 tongue and groove the Contractor and each Subcontractor provide all t i Cn HVAG heating/ventilating/ T5 top of slab labor, materials, transportation, supplies, equipment, etc, P E I P air conditioning T5L top of Steel to obtain a complete job within the recognized PI HT height TN top of wall standards of the industry A-2 I P HG hollow core TB towal bar °' GPI 16 All bvildl s to fit within property Imes without crossing c1 �" u ,f a —i ordlnanc3 u, , I HM hollow metal TR transom ''9 PrOPe y r'g permit base �- Dance of a t E in 3 HOR horizontal T tread easements Notify Architect of any discrepancies d upon plans, specifications and other data shall HWH hot water heater TYP typical not prevent the budding official from thereafter requiring the I I as i Interior Elevation Reference Fixed Finishes Reference INCL include (d), (Ion) UNO unless noted otherwise 17 Mechanical, Electrical,and Plumbing are De5lgn/Bulid correction of errors In said plans, specifications and other t 1 by Contractor Gon5lde�ration has been taken For some data. I ID inside diameter VB vapor barrier 1� IBC Installed by contractor VERT vertical P requirements Notify Archite t of any areas I ! IBO Installed by owner VGT viny composition that need to be modifle.d DATE: IN5 insulate (d , (Ion) WG wa r closet INT Interior W water proofing r l t JG janitor's closet WWF welded wire fabric Q t� u KIT" kitchen W wes. I LAM laminate (d) W width, wide r i o LAV lavatory WDW wincow Ln LH left hand NO without , 7 L length WD wood 12 _ O , �a W w� ; ?. cn i 't w O t ' "�'t,o f Q2'-1 O2 221-211 22'-211 221-7" 41-011 0 -0 (91-0 61-1011 Z 1 3 1 i i I o � � � 0 Ll; 4 reo A4 I 145 PATIO \n ABOVE -- - - - - - - - - - - - - - - - -- ---I PATIO I 04 ABOVE I I I WINDO WELL - -- – – – – – – – – - -- – – – – – – - 110111 O I JWINrDc� WELL I PAT 10 UNPINI ,5�4E[) ABOVE --------- E5,45E IENT — — — — — — — — — — — — — — — — — — -- 12'-a' 0 0 kZ T Cantilever framing 3 1" Q) WINDO WELH . above -3 :22'-44" 2 5'-10 UNF IN I 5k4E D IA/ PAT 10 'S' ABOVE 5A /E I'l E N T - - - - - - - - I: – – F -- – IT 20'-0' x 12'-a' 'j lz antilever framin5@ TYf=. UN.O. G) I above /5111 FF- 5111 WINDO� WELL 6-4�" 3'-2 41-811 2 21-4k 1 11 �z I/ LA/ I x -1 rj B,45E1"*lENT (3 20'-a' x 12'-a' C) —Cantilever F-:amjnQ above UNFINI,5�4ED 111 FURN. 4 L 5,45Et-IENT 2 -6 T x 3 tread N z ifs lE C) 44 C-11 (:A 20'-5' x 12'-a' 44 rl Q) 5�' 4 V Ilk 31-12 3:2" --4�-' 3? 3'-5,21-� 1 11 5-/ 0 P out 5athroom X' F-U RN. zt, 5-/ -7,0 <44 \ LL=== 4 C) See unit A3 For Info, j 101'-4 3/4 Lc \4V m II II T 2 IL ..Ir.— x F-URN. 01 fRAG E cr 0 rl 0 CN C%4 U) ILI LL=-=7774] - See unit A3 for info. UNEXCA VATS D n U-) (3 0- CD --------------- 7:3 FIER f:'EfR 0') 0) STFRUCTUR,4L 0 x UNIT 43 Li C) z 45OVE F– z G4 f R,4 G3 E See unit .42 for OLL CL interior dimensions. [UNE> QQ U X G,4 V,4 T E ry, D UN I T A-4 ABOVE w =3 See unit A3 for info. J UNEXC,4V,4TE[D __j < o I PoRCN � � Q � � • C) A50VE 110111 G4FRAGE C) o LPIER FER UNEXCAV,4TED STRUCTURAL 6'-II" 3'-6" 12'-7" 6'-I" 3'-6" ;�f_7'f 6'-I" 3'-6" I2_'-7" II'-�" 3'-6'" _ 10,_r� ( ir11 •C\j 4 7k 251-011 2 5'- 7K 4� 2 0 fl ji KT--� BA5EMENT FLOOR PLAN 7 '? U-� w Z�� - x, L LL-L): Cp cp Li '�A�J-2 SCALE: 1/4' = V-0' 0 I , I Lli A , I � q4 -41 �9 k 221_7" 22'-2" 23'-7 " 22'-0" 4'-0" 1 8'-6" 13'-8" 8'-6" 13'_8" Q'-I i 12'-O g' 9'-I I g' `n T-2�" Ip'-2 " 5'-211 6'-II " t0'-O rs 5'-211 5'-1015" q,-411 6i_q-7ii ( , 7r 7r Iz < w I I 1 I I 3 I I i I I o A6 ( 44 o 'dl 05'-3 34'I FAT ►o I WINDOW WELL BELOUJ -- a i-feat-n-glo, 5L-32 I rX, Dv q 2 pre-Fab direct ° vent gas fireplace ; _ � &x(o treated timber ( Imo'-$ i/2• I PA (N NCT_ reta nin wa�ls `1�,�1 — WINDOW L IBELOLL O 111_61`21, I N O g I g'vv' 11 2 X 101-101/2 , p y I o LiY(Nr--:; o in 5k 5�' 9'-61/2 " x 12'-im'/2d I, r 51�r 1 rr 1 r C 1 -O� 3 -I� 2 -�� 3'--7 T — — -- `� O� O c II Iii' 1/4' I PATIO D �� I I -3 I ILINDOW 7L BELOW N y o LIVING DINiNG =�ry N 9'-61/2 ' x 12'-101/2 ' II'-61/2 ' x 101-101/21 � O DW s - _� I � � S�r 5,I�r, Slor � rr ►'-3" _ --� Y I pre-Fab direct vent q -lo m KI TC�EN i o4 _ _ _ — c llr-6• I PATiO DY ; gas fireplace, typ. I'-o '2" - °+ 1,J'-71/2 " x �'-13/4' m , O �, ENDOW WE L BELOW r - - - - - - - - - - - 8- - -� C - m 9 tz1NCsE � ``� --1-- - - o _ _ LIYiNC� DiN (NC� ° = - - - - — — - - — j- -a - - - - - I > x 12'-Im'/2 ° 11'-x,1/2 ' x l,a'-1012 ° m s DW - L01 I � r O o 5 " 5 �r b 11d o fGI TCNEN m '� l o ° Flue chase, typ 45 -' O -1 T-73/4' 10� -2 11411 - =1cv D 7 I ir_orr m =KV m 10'--l'/2 ' x O i z -ri RAKE m LIVING DiNiNG ° _ - - - - - � ° x 12'-101/2 " 11'-vl/2 ' x lm'-1©'/2� - - - - 5 - DW- r O O ry �f �I r i r G►4 '$` • �' � —KrNi o - LAN I T A 1 3 -, --1 96�" 5 1 - ; e� lla KI TCI-��N 2 I S-414 _ See Unit A3 for typ 51 A 1®'--T /2 x �'--13 d" ns o� !Oq -6 irltericr info g�T11 -P�" lm3 _ rtlj: R 2 �l � � u Q = O RANGE = nvt ioa'-a I/4. 0 m -- = dJ O no °Icy ti1� lot (( ))' LiP 3 r� 3:2 `) DW �, _ = m — DN ,R 3r_Irr 2,-q„ 3�_t � l�N i T A2 A5 imp o <ITC�EN G4RAGE z 1 113 +a i E See Unit A3 For GL - Q 114 1�'-71/2 x ,'-�3/d� ,qg 115 2 t it /d' I I�'-4 3/4" gyNT� O typ interior info. _ N =- = I08'-2 1/4° c� I (J O _ "-3'-6 /2 x -1 -m IP-1' x 20'-1" m — i ! cn o 1 I =1C,, n the C1-I ,.j� tJ1 tN m �� 1f� i lo,,#Z._�'-8 1/4' I , � O) of UP �ARA�E 10-1 -1O 1/4 - - - -- - - -- -��-- - - - - - -- - - -- - Z_ - KNIT A3 - r_ o ,_ ' 101 - t 111 —5 3/4 1 � -.- O x D 3 _ EN-rr;� _ _ CL + it I x 2m 1 = I r 113 6 /4' E O See Unit A2 Far r — — t i15 2 1 v '-' 11 i'-2 i/4" 9 -io l/2 ' x -1'-0` ` 'v ice, -I, p RCS (V I ~ Q cv PR E m dimenalona. � .�� t U z rn w �• ELE m n Electrical P ) Rood I _ _ _-- _ _ _ _ -- _ J I z _ _ __ _ _ _ _ - _ _ - _ _ -_ iii il'-1' x 20'-1' U 51111 3._-i �3 ' 2'--r ' UN I I A - - - -- - ry See Unlit A3 for t = Ci_ NT � = interior info. yp w 110'=113/4' 9 -6 2 x � -(U N a the lUa11 Above It - - - - - -- - - - - - -►�? - - F_ t O�C I-1 _ �p cn o t = I 112 112'-101/2'= 116 , , 114 ' 53/4' 110'-0 3/4" I I � � _J Q Ill CL N W - -" - - N I I - 1 , O O = o m 11' I' x 2�' 1" _ o ; - 3 t - S2S n I I � � Imo` 111'-ii® la" = J - - - - - - - - - - - - - - - I C I I ( �z �j � ry _ - - - - - - - - 110 -10 114 I I I I e Q � in J� i i -I LO A- m I I I k i �l cv E I I I I ` iI 31_21V 3' 6, 3�_2rr t " 6'-I I" 3'-6" 6'-O" 6'-O" 6'-8" 3'-6" 6'-O" 6'-O" 6'-8" 3'-6" 6'-O" 6'-O" 6'-2" 6'-O" 3'-6" 10 - -- • If-bit 22'-5" 22'-2" 22 -- 16 -i i 11 I oil l a — ----- - ---- - —-- - t f 1 7K 7K z' - — -q`}'-42' ---- --- — � ( F I k t V r CD t(l fi vl ° 1 1 P � �T I— EVEL PLOOP PLAN n' r CD SCALE: i/4' = 1'_®r A4 a, A2 o ci i fYl 0 ti 1 U-) S LLJ r7, 5 m I L� ( y 0F;` o z 221-111 221-21f 221-0" 41-011 &i 0 III-oil 111-211 III-8" 101-41f 2'-0" v) 61-011 51-bil (9 1-oY 1011 bl-111 51-0�1 ld 5' ;1 lie I 7r le 5-6 51-591 51-Iol 51- 7 121-5" C) 7 .2 r2 4a 44 AB C) I OE I CL 2100 °� C i o L m O 41-10" - , 5Y' 3 11 B E D 0 11 1 12;-0 Yf ho,-13, x fl'-T ?I a" L 0. 5y \!� 5Y 5Y ---7-591 C) 10,4, x 11,-T -M 5EDF,00r-1 2 2 N 1@'-8'% " X 10'-T 5 " 5 " - C1, C x 22X30 21-1 2)0 3 0:01BI-0 BATHI I C% 202 C 2 n2O QN SEE)F,,00�1 2 218 m I = 11 — 0 N C L C) G L I LINEN j I - - = 1Z .J....................... p x 10,-I, R4$ - m Res F7 M M5 2-2 x Verify vent size J x 5EDR00�1 2 w/ Architect 213 w 17 10,-a1/2 , x 10 1-11 m BATHI rr o 0) r 217 0 00( 8 - E� = \11 4, = o j 212 n r- Li 0 61-1011 2-11" (91-bil in n 4 F_ - - N F -711 44 S_ 1 1 44 I L �!Jl I �r2O 4 attic. LJ Rts r a r- Ti 211 3 tre 3d4 a lio, 213 0 21 1 r- s 5Y 31-0" 31 5y"220 t2m'-5 tea' 0 �v 211B 0 A T f7' 0, ME3 u H" CL CL U1 CLOSET F -7 I F ---]I Q4 3Y O lattir_ L U 10, q5 a F 2011 213 0 Q o MB C) L L LOSE 5,4THI I II } 8 5 215 � 212 L ii T f R 0 OIF_ BELOW ,Z LINEN] - - - - - - - - F r_1 214 r�'1,4 5 T E F�, 6 CK 00 F L e 0 LN Li 5EDROCI-1 I I I - 0 ROOF BELOW 0) 0) C) 2 e 14'-'1' x I V-0' INE OF fROOt- CD 0) M5 0 x BE 0 6, < 31- Z 0) Y 1"145 T E FR in I \-- LINE OF W4LL BELOW, T"TF C21 1� I — i I ROOF BELOW 5Y ! I (91-7Y' t -1 j U I 15 14'-1* x Q:� L < Of CLOSET O BELOW D C� A =RR 5 E FR C) T-1- ROOr" BELOW I I ( I I ( t� 4f p f ti' 1 L _j 14'-T x W-O' ROOF BELOW 01 I k1 ROOF BELOW L : 1 I -7'-Ci'� 31-411 31-411 _71-cV T-C111 E3'-4 5-4 11 T-C111 C) U 11-611 v .221-211 41 221-21, 1� 22'-1Y 41-0" ti q4'-4Y' ,j UNIT 44 UNIT A3 UNIT 42 UNIT 41 44 cr). See A2 For dimensions. See 42 for dimensions. See .43 For interior info See 43 for interior info. r0e, SECOND L EVEL PLOOfR FLAN , A3 SCALE. 1/4' P-0' la 51, -Llib�' I I 2 In I C, .kINEN , 83 LE3,4 01 8 n i 0(0 OD 4 CD Z LF) Cn CD < Z LCD M Li 01 C/) 6� cal � 12 12 I N Z 6 F O LLJ [)` � / H > / / r= �'[1 ��-� / 1 =L� �� /�� I ,f� Al PLATELIKE 129'-8 3/4' f I a ru "i re .,IT' ij,;: '". __ _. r F1 F EQ sM rr k -, a t r - - -- .k j ! Al SECOND LEVEL 11'V-1 5/8' TOP OF FLOOR 'SWEATPIN65 �I DIRECT VENT GJ 1 4� A5- - PAINTED SWEET METAL a, Al FIRST LEVEL 108'-63 1/4' -FLA5WING CAP, TYR __— - - TOP 01= FLOOia ;>WEATPIt�rG N1, l Q_ _ _ -] a1 >3Aa>=rsENT I p 1 C Z TOP oI= SLAE3 I '� 4`� r, SOUT� ELEVATION SOFFIT VENT (TYP)\ I � c r v o 44 SCALE: 1/4' = 1'-0' Da CRICKET (TYP) w 0 CRICKET ! (TYP) RIDGE VENT (TYP) �► i II �! 12 12 �BATH i VENT �►M VEN BATH T - - - - - -- - - - - - - - -- --1 _ DRYER VENT r t=_�C=L111� i:' i_ i _,,I L -� R VEKT A4 PLATELINE 129'-11' CTYP) .. sECCND LEVEL 121'-9 -1/a' II I J (1 I —0 i II — -- ' - — - -- -- - - - - __— _= III - - _ _ _ _- � ——— - - - - _ — - TOP OF FLOOR 6WEATNING !I Li a-134 � Al- v - _ A4 FIRST LEVEL 112'-10 1/2 - — --_..y y - — TOP OF FLOOR 15WEATWING DIRECT VENT (TYP) _ _ _ � — _ _ ° • � O O CsAS hE1ER LocAnori I I A4 p_ � ►V) �- — — — — — A4 BASEMENT 104'-2 1/4' ^ Z � - - - - - - - - - -- - - - - - - - L TOP OF SLAB — � \\ NORTH ELEVATION i �<J�� FLAN 1 a x 44 SCALE: 1/4' a r-0' 44 sro4LE. v8' = r-0' _ o, 1� 1 1a L W Z ~ Q 1 1 C_.) 1 1 ATTIC VENT 4& 4� ATTIC VENT LJ 11 1� RIDGE VENT �. 12 TILL L G J 1 1 ._ J]'1 T 'i _ ! I 1L _� j_(1t �{1�_L 'I 1>�1. _L. 1 12 F- C� L1, 1i L L l 111 ,4 11 y�h �l_11 11 [ METAL CHIMNEY CAP 1 _! II 1 �14 '� 11 1 i _I l� ' 11 I .1 it_1 ! l I:?I 1 - IY i_ _ i _ yi 1 1 i li II t i � ]T I `iY-�'�l i'�rl T` I il. I � � �6 ® U 1. _ I' ��`-1- I '-I• � I 1� r aw I t1 1 i 1I" I 4. , ii•I , Ii _ '1 �[[ r �` I_ll' il!L1 _ I�' 1LL� _l1 1., :l I �I _,L YIL I11 _I7`1 , _ i �. 1i]�. l_ ,;_ __J 1 _ _ �- 4 _1' _� _ { 1 ,` ,l ;; 11 1 - _ III �__1_ >_ f 1 11�.1 l_,,,r _ 1 ,s__ �E_ _]�_ 1J��1 l I I 1 I I T I ! JAI I Iy_1ll I I t 1 I l i�L [ I, i��4 _ 'I _ L 1 L ,'_ 1J — — — 1'I �` _I(� _ I t I_r I_ I I 1 r r 1 I 4 1 1 r l j '' — < { i �� 41 1.- �-' Y Y t ,l� �5`i' f, r � Y- 7` 'r Y T Y iLLL,' t 'l l_Ir i �l�i _i1 1lr 1 l�1 1 ! _l 1�.�� 1 _ lYI �i �i iL r I'_1� l 111 i! l ll Y i_..1_' i I r 111 - - -. ,�, IL TI' �7� �;�, { 17 `l-_I�. I� _l, I �..lr -�!.j � � L_! - 1 1��.'I}_� � i_ II_1 I I j�--I '-�'�}�- -- '� i!I� .,a i ■ _lit 1_ L w��., i� 1_ '.-L 1!1! LI I 11 111.. ',1 '_ f I I i. -` I t• I - - ( T , ,i __ r i-t ,y� A4 PLATELII 129 -ii 1 :I 1} 1i r t y } r 1 1 tl Il 1 _ 1 [ _ _1:_- -1 i l] ,� I _ _r,.• '� __ _ _ �"i.i' rY!"'_ If' I t.� ry,. �' .t.„ { - �: i _ t _ 1 �� l7J l I _ _ --.-- - ++ i t ..-+�.,I.r.r .,....... ___— -_ .(.{ 1 LLT I 111 I ( - __ xw_ .."t � 4 _ I y 1,111 11 — --- _ - w _! _ �'._�L I i I = — - -- - -- �+ --- - - - --- +Lt I PLAT 1=LiNi= l2�'-t3 3/4' 4 w...i _ __ I I I - _ _ __ - __ _ _ _ � _ .- .-. ,. __ _ F _ __ � �" _ _ „1_.- __ '¢.i>*ai lv;i' [�,hY1 �'� -i'tHrNii>•.'tit l-'�i:t-1+•++. A4 SECOND LEVEL 121'-9 1/8' '" J TOP � FLOOR SWEATWING = i_ i.,i�ri � - --t� 1 t 1: ti t1_, ,' 1 : - -' 11.,_IY _ __ _ 11 J .I__ J _ l .l +- [ I Af SECOND LEVEL 111-1 5/81 I _ 1,1� ��r_,,lI .,�r _ � i I, _ ..1 I , .., � ' I . _ :1. _ -- � r = ----------- - -- - --- - -- -- - -,° �� r� .(, �� `I I 1 I � - 7c1� Cr- FLOCR Sb-1�ATFdEtvJO. - __-- - ----- - - _- -` - - _ - - I _ } - 1> t I 4I ,t+ MH j,Wi � q MK Ja r .r, e - ri --+ _-- -------- -- _ -- - - _- - - _ --_-- - - - ��--;; - - Q �` �4 I»,.,+r 1 •4 F - - - I 1 �} t.N.1+e 1!'�7`�.lt<`."I'Ji{..i 7,1�r!''..ti{ _� - ��rl'I;; „ ,a. -1.-,.. ,.« Tyw.µ ,r.__ ..w"'-„1, i,.I,H_ `ol - I _--- - - ----_- - - - - � _-- � - - - _ .. «�11"' �. I I { u... WI''"_-`�i.�1'i��«.. `>....r,.-+«w.+--a.- � ''i{'-V r. �- S a !1 q,..��--I•�M' O ��' `r to 1 k iil J -_-- -- -- _ A4 FIRST 112 -10 1/2 _iI rt �J LEVEL rr'w _ TOP OF FLOOR SWEATPI Al Fi R3T LEVEL ls�'S`-8 1/4' r i T F1 I—1 F 1 I! I I I i I n ! j -;�, 1 TOP Or= FLOOR 6Wt ATWING ELECTRICAL N -1 ( � , a I ! I I , ! laL� 1 �� ! — __ -� ! 1 I I I ! LOCATION S 1 a I L I L A4 BASEMENT I n 104'-2 1/4' - - - - - J I r I - - - - - - - - - - - - - - - - - - - -- '� — � i -- Al BASEMENT . L � [_ _1 L_ _J TCP � 5L4B k 41 42 143 44 A4 43 4� LIJ n 3 EA&T ELEVATION 2 UJE��° � LEV,'71! OC 0 44 SCALE: va' = 1'-0' 44 scALE I/� -©` '° - 7 � o s o ` w u_ M w ; 10i Q >s.: W V) c3 V ! € UL to I I ... cif e � I n � INSUL. STOP 1X6 CHANNEL LAP SIDING TYP ROOF CONSTRUCTION: ON 5/8' PLYWOOD SHEATHING FLASHING - z o FIBERGLASS REINF. ASPHALT SHINGLES ON PREFAB WOOD ROOF TRUSSES 3' CONTINUOUS SCREEN z 1X4 FASCIA �,--_ - ON 300 ROOFING FELTS AND R-38 INSULATION '� W/ 2' VENT (TYP) WITP METAL FLASHING AS REQD INTERIOR FINISH 5/8' GYP 15D 4' 3/4' T4G SOFFIT a w 2X8 SUB-FASCIA INSULATION STOP i �\ \ 3/4' T$G SOFFIT �- 1X43 CHANNEL LAP ! DRAFTSTOP (TYP) S I DI NG „ FLASHING SEE STRUCTURAL FOR I _6 1X4 FASCIA ROOF FRAMING (TYP) q t �. O 4 2X8 SUB-FASCIA Q _ SEE STRUCTURAL FOR ROOF FRAMING (TYP) U � FP,,A<E DETAIL i O Qj SCALE: 11/2 ' = 1 -0 � 1 2 E4VE D T A f L j TYP PARTY WALL CONST.. ;i 5/8' TYPE X GYP BD EACH A5 SCALE: 142 ' = i'-0' - - " -� SIDE GF ONE 2X� X16° CC; ROOF VENT (T`r P) � � - C - " _j FRAMED WALL o �I 1/8' AIR SPACE 2X6 FRAMED WALL 1@ 16' CC ONE LAYER 5/S' GYP BD BATT INSULATION IN I - EACP WALL VENT TPROU SIDE EXT WALL YOND (TrP) — -- Gird,I r r — I Trus j ��,� 2 R38 Blown Insulation (tip ATTIC _ v: , , , � � � � � � � , , � 1�-i'-1 1/2" A3 PLATELINE I AM = MASTER BEDROOM BEDROOM 2 LU ill (Z R19 GATT INSULATION } TYP. a EXTERIOR W41-1-5 (A o Un Z =4� r 3/4 FLOOR = 6�— / M BATH B,ATI-� 1 .-L SNEATI41NG (TYP) -� W rn rn -� A2 119 -0 3/8 O A2 SECOND LEVEL 1�9 -0 3/8 z et I I TOP OF FLOOR ; , - - rn �`�, y ' ;;1 TOP OF FLOOR Si-►EAtI4ING \\ SHEATHING o x A KITCHEN DINING OOM w z _ 1 ( 3/8 UNIT Al 14s; 9 1/2' T.J.I S z F ` _ 1 -1 3/8' UNIT A2 Fz30 BATT INSULATION / = J 3/8' UNIT A3 a. i 2'-8 5/8' UNIT 44 PROVIDE 5/5' TYPE 'X' GYP BD =4dJ ON ALL WALLS AND CEILING fl GARAGE. j 4 p \ - -� T ,nor- r 0 '- \ m , Q • \ GARAGE \ ,t . , 1,42 FIRST LEVEL 110'-1' Z Q TOP C%F FLOOR SNEA 4NG j 0 A2 loci'-21 - TOP OF - - - CONCRETE _ - S6-AFE4NELL, TYF 0 PROVIDE MIRADRI _ cv 4 SEE STRUCTURAL FOR =4r 1 WATERPROOF MEM5R4NE - FOUNDATION AND FOOTINGS. 2" COVER ALL FOAM WIT�4 5/8' ON TOP OF 6 MIL POLY _ =ry 0 GYP. BD. PROVIDE BLOCKING Y 1- • a WATERPROOFING ON ALL , EXT. WALLS (TYP.) RUN AS REaLIRED. Uj y CJ rn POLY WATERPROOFING < d TYP FOUNDATION CONSTRUCTION: FOUNDATION 9 UNFINISHED BASEMENT: TO 30' ABOVE GRAD=. _ 11 1/2' ¢ 12 1/2° FOAM BLOCK it 1/2' @ 12 1/2' FOAM BLOCK rn SYSTEM PER PLANS SYSTEM PER PLANS _ UNF IN I5-4E:D BASEMENT N _ CD PARGE AND SEAL OUTSIDE FOAM 4' FLOOR SLAB 42 101'-4 3/4' _ co 42 BASEMENT 1_01'-4 3/4' E 4' FLOOR SLAB ON &' G=RAVEL TOP OF SLA5 ON V GRAVEL DRAINAGE FOOTINGS �- -- - - - - - - - -- - - - - - - - - - - - -- -- - -- - - - - - -- - -- -- - --- - - -- - - TOP OF SLAB DRAINAGE FOOTINGS SEE STRUCTURAL 42 100'-8 3/4' SEE STRUCTURAL TOP OF FOOTING — -- - - - - - -- - -- - -- - - — -- - - - - - - - -- - - - - - - -- -- -- -- - -- - -- -- -- --- - ?r, SECTION 4 SECTION 5 SECTION GA WINDOW WELL � °T ► ON � JN ' T 42 I 4 A5 4/2 ° = 1'-0' A5 4/2 ' o I'-0' A5 4% ° = 1'-0' 45 SCALE: 3/6" 1'-0° z 4 � iI o i M w t 4 of Ih % • Z O LL-----2X WOOD TNRESNOLD > 1 2x12 TREADS RISERS I - IX1 CEDAR DRIP EDGE TRIM o ON 2X STRINGER. BLOCKING AS REQD _ i 3�a' FLOOR SPEATI-SING PREPARE FOR CARPET (TYP) _ ��I'%" DIA, WOOD RAILING � 15ECURE METAL SUPPORT TO BLOCKING. (TYP) TREATED PLYWOOD 5a-4EATNfNCx 4' CONCRETE SLAB PORCH - — ON 4' GRAvE L E� SEE STRUCTURAL (TYP) �, Z a 4 STAIR DET41L 3 k4ANDRAII� DETAIL 2 Tk4RE5k4OLD DET4IL '�'" a A� A e� ° = I_ ° ° I ° Q4 SG LE. 1 2 I 0 .4� SCALE: 1/2 = 1 -0 AC SCALE: 1'/2' = 1'-0' °` O . i v L % C J CONTINUOUS RIDGE VENT, TYP. ATTIC, VENT 21 1 I I I / R3a BLOWN INSULATION ATTIC 42 PLATELIKE 127-1 1/2" \\ y D�r 5EDROOM1 Ras R 4 5 d3 O o Rle GATT INSULATION Ado \ - - T YP EXTERIOR WALLS w 0 0 =ter 3/4° FLOOR SNEATI-IING CL 5TA I RI,U U 0 N N A2 SECOND LEVEL 119'-0 3/5, ELL TAR SET a- w I I TOP OF FLOOR 51-IEAT�4ING 3 T'S -a 10'/T W1 3/a' N05ING z t �I V) o X -- _-- 9 T'S lm'/T W/ NOSING \ W z LIVING ROON i = — ENTRY' _ 6 t L w O $ , tY 4 t!) _ L314' FLOOR 5NEATI41NG A& 2 0 J 42 FIRST LEVEL 110'-i' O 46 Q Q TOP OF FLOOR SHEATHING I I -- --- - — - \ - ----- ----- ------ -U- O F =+ + 3 T'S ---- - - - - -- - ® " UNFINISI4ED 5A5E1 LENT \ I I L 5/a' GYP BD ON ALL FOAM. t x n PROVIDE BLOCKING 63 \ I 45 REQUIRED. -' I I I _1 5/a' TYPE x - - m > 4� s I Ln r4' CONC, SLAB GYP BD 42 BASEMENT 101'-4 3/4' - 4° G=RANULAR FILL UNDER STAIRS TOP OF SLAB = - -- -- - - - - - - - - - - -- - — - -- -- - - - - - - -- --- -- -- - - --- -- -- - J � t1 cD — cD PROVIDE MIRADRI WATERPROOFING MEM5RANE ON TOP OF 6 MIL POLY WATERPROOFING ON 9 T'S o 10'/T W/ 3.' NOSING SEE STRUCTURAL FOR FOOTINGS AND FOUND,4TION f l x F f % y ALL EXTERIOR WALLS (TYP)• j RUN POLY WATERPROOFING TO 30" ABOVE GRADE. o TA I R E CT I ON UNIT A2 _ ® 1 111 Z td r l Y I tl ( Y j F'€� Lf) Ao SGALE: 3/a = 1 -0 s z t- I �, N rn r" _ 6 m tJJ O �3 F� i 0 s W —� (A J I L kl A/ BOOR NOT INTERIOR FINISH SCHEDULE C14 01 All dimensions shown on door schedule refer to NO.� Location Floor Finish Wall Finish I Ceiling Finish i door size unless otherwise noted, I Garage ' Concrete Unfinished Unfinished 6i Z 02 Contractor to provide hardware as listed in schedule. 0 If discrepancy or Incompletion Is found, notify Architect. 8'rment Concrete Paint Faint 03 Contractor to verify all doors to be cut to fit. IF not Entry Tile Paint Paint LLJ designated in schedule, notify Architect. _1_Ba__ ____ - ____ F - -------- -- - - -- --- 0 ix 04 All door mullion patterns, if shown, are per building Powder Room Carpet Pa Int Faint elevations. Verify per manufacturer. � Kitchen vinyl - Paint Faint OE, All Jambs to be sized according to individual wall conditions. Casin es to be as described in drawings. ' Dining Room Carpet Paint Paint 06 Hardware by manufacturer or as called out in drawings, Living Room Carpet Paint j Paint 01 Insure that all doors and windows are in good operating order. I I p I Stairwell Car et Faint Paint -- I - -- - - - - I - - - - - - -- 05 All glass in doors and sidelights to be tempered. Laundry Vinyl I Paint Faint fi Linen Closet Carpet Paint Faint WINDOW NOTE5 Bath I Carpet Paint 4 Paint _ 01 All dimensions shown on window schedule refer to Master Bedroom Carpet Paint i Faint window Frame size unless otherwise noted. Radii Q) are measured from baseline of Frame to outer edge of Frame. Master Closet Carpet I Faint Faint 44 02 Window unit designations refer to clad casement Master Bath Carpet Paint Paint 3 (cc), awning (CAT, arched, (CAH), special shape 4% Q) units (GS-ST, French sliding cllass doors (FS), or Bedroom I Carpet Paint Paint traditional french doors (Ir-P) as manufactured by- -%"OVA Bedroom I Closet Carpet Faint I Faint 03 Not used 0 Bedroom 2 Carpet Paint i Paint 0 ___ 4___ - --- - --- ---- - __ -i 04 Window manufacturer to provide egress window hardware as required. Bedroom 2 Closet Carpet Faint I Faint o 2 OE, Window sill heights to meet U.5.C: egress require- cl� meats. Notify architect of any discrepancies. Q) .2> 06 Not used 01 All window mullion patterns, If shown, are per building elevations. 05 All window headers to rest at ro'-V AF:F unless otherwise noted. Olb Provide Tempered glass as required per building codes. fj4'�11� DOOR SCHEDULE INDEX: C_ BM By Manufacturer M/G Metal Clad w/ FIRL Privacy Lock CL Closet Latch Tempered Glass SDN Sliding Door Hardware EL Entrance Lock PDH Pocket Door Hardware SDT Single Dummy Trim G Tempered Glass PL Passage Latch WD Wood HC Hollow Core F Pair WDIG Wood w/ Tempered Glass PR All- DOOR SCHEDULE: UNIT A] DOOR SCHEDULE: UNITS A2, A3, A4 WINDOW SCHEDULE: UNIT A] WINDOW SCHEDULE: UNIT A4 Mat. Uj W T Thr5. Hardware 11&*6 NO. Location 5wing,Mat W T Thre. Hardware Remarks NO, Location Type Nominal Size ;Rough Opening Remarks NO Location Type Nominal Size Rouch Opening RvnarKs NO ! Location 5wln!a� t 0 0 U-) 101 Garage wo, -1'05 Overhead, Four-panel III iGarage 1,0- Overhead, Four-panel A Basement Slider 6036 5,-0, x 3'-6' i Egess .4 1 Basement Slider 6036 5'-0' x 3'-6' Eereos 0 N 04 U-) LO 102 Entry R" 3 0 61611P/46 !9es W/ sidelight 112 Entry LH l 3101 (0#64 -P/4 yes I W/ Sidelight 5 Living Sliding Door 1280 ro,-011 x ro,-ag 5 Living Sliding Door "7280 x &'-V 0) Z 103 Powder Room LP !214- 3 214B 6'81 113/01 C Dining Fr Single-Hung 3660-2 1 ro,-0, x E-5,-0, C Dining Pr 5ingle-Hung 33660-2 1 ro'-O' x E-),-O, 0') 0) 1 ___�Fowder Room �R" cn 120 min, self-closing D Bedroom 01 Fir Single-Hung 3660-2 eo'-O' x 5,-0, Egess D Bedroom q Fr. Single-Hung 3ro&0-2 6'-0' x Egress (5 < 104 Basement Entry LHR 12-8- !&V+P14- gas ]20 min, self-closing 114 Basement / Entry LHR 2'8* ro'81 P/41 yes Z rntA- 105 Garage Entry RHR, 28 1roVP141_ y es �20 min, self-closine 115 Garage / Entry L 28 roV 3/4' 120 min, self-closin g E Bedroom 02 Sinele-i-ime uo&o 3 -0- x 5--0' Egate E Bedroom 02 Single-Hung 3&roo Y-0, x 5,-0, Egress Lij 106 Entry Closet LHR '2141 6'8"13/a' (Entry Closet LHR 2141 role' 131,,- F Master 5ecirm. Pr Single-k;ne 3660-2 &'-0' x 5'-0' Egiess F- Master accirm Fr Single-Hung 3660-2 ro'-0, x 5,-0, Egre3o 4 107 (open) 111 Electrical Closet LHR( 2'41 4 FConffrm size on site G Master Closet Single-Hung 3030 2'-6* x 2'-6' G Master Closet Single-Hung 3030 2'-6' x 2'-6'-- - - - - - + - (_Y 1 < LLJ 108 (open) lie I(open) J Stairwell efngI84-4une 3030 2'-6' X 2'-6' 1�4 Entry Single-Hung 3030 Of 2'-ro' x 2'-Co' F- loe (open) 119 (open) N Living Pr 5ingle-Hung 3060-2 E,,-Og x E"-O, I J Stairwell Single-Hung 3030 21-6* x Z 0 t - 4 0 LL1 F- 110 (open) 120 �(opsn) F Stairwell Fr Slngle-Pune 3060-2 x 5,-0- K Stairwell Single-Hung 3060 1 2'-6' x 5'-0' Q 0 Q Be-:ilroom 2 Pr Single-Hung 3060-2 5,-0, x 15'-0, L Bedroom I Single-Hung 3060 2'-6' x 5'-0' x < 201 JLaundry 5'0''6'8' IN Pair 51fold Pair Bifold 211 Laundry &V 3 R Pcwder Sin le-Nun 3030 x M Living eingle-Hurig 3060 2'-r,' x F-0- 202 Linen Closet FZHR 2'0' &V :l3k 212 Linen Closet LHR 2'01 roV ,13/o' ' 203 Bath 1 RH 2'4" 6'8' 113/, I 213 Bath 1 LP 2141 618l 13/jff 204 Master Bedroom L" 1 2-6- ,6'8' 1131$' 24 iMaster Bedroom 1RH 21,104 follall 13/0, 205 Master Closet LW 2'6' &V 215 !Master Closet R 216, role, 13/6, I WlNDOLLI 5C�=EDULE: UNIT A2 WINDOW 5C�4EDULE: UNIT' A3 2 Ifo �Ma8ter Bath ry 20(o Master Bath L14 214' 6151 .1 ILH 2141 &161 13/91 NO Location Type Nominal Size Rough Opening Remarks NO Location Type Nominal Size Rough Opening , R=arkb 201 Bedroom I R14 2161 '6180131a' 211 Bedroom I L A Basement Slider 603,10 F-0' x 3'-Cog Egress A E 3 Z t--m,-_,n t Slider (003ro 5,-0, x 3'-&' Egress 4 C) 5101 6181 13 E'los &lam IN x 6' Do I Mirror B1-pass B Living Sliding Door 1280 1 ro'-O' x ro,-V 5 1,Ing Sliding Door -1250 -a' CJD 205 Bedroom I Closet Mirror 81-pass 215 !Bedroom I Clood. I I - J_ ___� -1 - 1 __ - - _ _ - - i- - 4 > C71, cr) 2013 Bedroom 2 LH___j 2'ro"&V 13V i i 2115 1Bedroom 2 RH, 2-ro' roV 13/6' C Dining Fr. 51ngle-�-Iung 3660-2 1 ro'-0, x 5,-01 C Dining Fr 5ingle-Hung 3660-2 -e"-O, x (xi - - - - __ _ __ -4 __- __, - -1 - - - --_1 - I - - 1 4 210 Bedroom 2 Closet 410"61avillk,11 leg 13 CD - Mirror 51-pa5s 220 (Bedroom 2 Closet Mirror 151-pa!sb D Bedroom 01 'Fr Single-Hung 3660-2 1 (01-01 x E,'-O' EQIC35 D Bedroom 01 Fr. 51ngle-�-4ung 3ro&0-2 &'-0' x 5,-0, E�3r=5 E Bedroom W2 3660 Y-0' x 5'-0' i Egress E Bedroom 112 Slngle4�g 3660 3'-V x 5,-0, Eere6e Master Bedrm. Fr Single-Hung 3660-2 C?'-0 x 5'-0' 1 Egieoo F Master Becirm. Fr 5ingle-Hing 3h660-2 b'-0' x 5'-0' EE3re_-.,a,5 G Master Closet .Single-Hung 3030 2'-6" x 2 -6 G Master Closet Single-Hung 3030 2'-6' x 2'-6' 4 141 0 r Z F- LL_ M W W 0 ° I3IkLa I cal � w z O_ 1— > Of 'lit TILE WALL5 TILE WALLS AROUND TUB AROUND TUB t� L j, E rt %y✓ + MIRROR MIRROR +- - µ MIRROR MIRROR °I a I t Y Il � y I � a TOWEL BAR - `-!— - TOWEL BAR —}- - - - -+ + L BAR TOWEL BAR 4" BACK ASH -, — - 4' BACK 5PLA5H _ t— + - - - _ G* .-- = i- , _ k Y { = TOILET P 4' BACK 5PLA5H �°''� �Oy Q --+ - o ,1 - - O HOLD = �� `Q) 0 _I = — a _ - Q O c dJ _ r L _ c0 - N-t d, t I — ED- — — Nk\ EV2"1 II. Ev6m 2 , E = 2 Bv27 Bv30 v3m O O z ATI� 1 E VAT I ON 1-f A5T ATE VAT I ON 1�1A ATE VAT I `- E— V 8 LE a Eic � EL_ E — g 5 Etc' B ELE ON l,a 1�'1ADTEfic �AT�I � L_EVA I ION 11 fi°'OI.UDE � fi�001'�1 � � � � AS SCALE: 3/8' = P-m' AS SCALE: 3/8' = 1'-0 A8 SCALE: 3/8" = 1'-®' AS SCALE: 3/8' = 1'-0' AS SCALE: 3/8" = P-0' � � O c I —I :2' TOILET PAPER HOLDER TOILET PAPER HOLDER 11_3 11 TOILET PAPER HOLDER 11_3 111 PROVIDE BLOCKING EQ EQ 2'-6" 2'_611 2'-I I" i 611 10 11 TOWEL BAR PROVIDE BLOCKING(TYP) 1 - OVEL BAR t n t � ( - t q I O A& (j0 TOILET PAPER HOLDER TOWEL BAR TOWEL BAR rj -0 68 P b. HIGH) 1 11 10 PROVIDE BLOCKING PROVIDE BLOCKING(TYP) 2,_ 1, PROVIDE BLOCKING (TYPE � V@CTC, A8 h� TOWEL BAR TOWEL BAR 10WEL BAR TOWEL BAR EQ EQ PROVIDE BLOCKING(TYP) Ucn 0 L0 of 0 0 3 �ATI-� 1 FLOOR PLAN 1"1A5TER 5ATN FLOOR PL® AN � r- 1A5T`E1c LATH FLOOR PLAN � POWDEIC 1ROOi l PLOO1c PLAN � ° � Lp A8 SCALE: 3/6' = 1'-0" AS SCALE: 3/8' = P-m' A8 SCALE: 3/6' = 1'-0' A8 SCALE: 3/0' = 1'-01" z 0) 0) UNITS 42, 43 4 44 AS 5�4OWN UNITS ,42, 43 4 .44 UNIT f41 UNITS 42, A3 $ A4 AS 5N0111N o X UNIT Al OPPOSITE HAND UNIT Al OPPOSITE rn w OSITE LAND ~ '` - U z w z �-- z — a J CL U C ,Q w II'-048" (UNIT Al ) 111-048" (UNIT A ) z 114" (UNITS A2, A3, A4) I O'-I I (UN I T5 �2, A3, A4) 0 r 211 3 -O 3 -O 3 -6 -3 2 3 -O I -G 2 -614 11-� 21_011 _ I II I II I 11 I 11 „ I II I It U --� a Q E O Z _t O W3 18 W 618 W4 18 130 W183 2 3 HOOD < _ _ OI = -- \ O REF, -- — ry & _F 52454 0 1 0 > "' fn 8 6 ElO 21 'E 6 S 3 BI i � k { m 1 cc 2j 31-011 31_011 21—D11 11-611 I EI C' 1tIT N Ij 1 c E EA5T ELEVATION 2 ITC�EN WES- ELEVATION k� AS SCALE: 3/8° = 1'-0° AS SCALE: 3/8' = 1'-0' <S O, In UNITS 42 A3 44 A S SHOWN UNITS A2 A3 4 A4 AS SHOWN UNIT Al OPPOSITE HAND UNIT Al OPPOSITE HAND � - �, � = o Ln ° p 1 4 W rn J cn w 0 Lr) C) " 1 92'-10 1/2 to P e- LO (n 2V-11 1/2" 22'-2" 22'-7" 4'-0' 10 10 10 10 J- .0, 2'-11 'J. 10 11 2'-11" 2'-I1.. V) Z WALL 0 Ljj V) (107,- --------- -- --------- ------ < ILLJ i J L 4 0109-1 1/4"] C, 1/4" WALL 2 1/21 1/2'.SS WAL-L- [10q'-1 1/4"1 lq4l-q 1/4-11 ------- ---- 'i'lool-oll cawcF-F-Te rPIT---------- V Elio, 4 FOOTING 5 WA 51-G" X X 10 1�4 '5TF--P FOOTING L- TING WITH (4)-#S SWAL- EACH WAY TEP F--p r I N -r III __./ I ,-G.. - --a 3/8"1 o [110 -------- - 1011-0 :�`/4-1 "I b T.O. cowcpza-m COLUMN ------------ a. T-N Ln 4 t 14 FOOTING WALL X :!>'-G" X 10 5 5TF-=P C) :E WALL -pr-Y FOOTING WITH (4)-:PP5 (01 e STEP 1 11 !4'-4 1/4" EACH WAY WALL < [ill,-10 a>/4 1211 15TF-P C r------ ---- [107 FOOTING C3 [107,- 1/2"] 0 % I GXG 1 0 % '-Y-no. comcFzeTe 0 1/2" COLUMN 5TF--P (clq'-4") �T, --------------L I c 7 N�-(4)-2-X4 0 ------------- -- t�W COLUMN 1 1112" 1 1 E I ------------------ 2'-G" x x 10" z 108-2 1/4-1 FOOTING WITH (-:�5)-#S 14 EACH WAY 0 FOOTING -:�I'-Gll X x 10, `VT.O. CONCFZE�TF- 5TF-P FOOTING WITH (4)-#5E- 1 it .2 eACHWAY NJ I > 1/4', N, IL------- EP 157 L 104'-Z 1/4-1 .4 [� , .4 - I I I I GXG [10q'-1 1/41 (3 1 -1 L ---J I I L------ -0 1/21, COLUMN (100'-8 E5/4") CL -C.O. CONCRETE I .il 1 1"12- -N I Lr -L 4, 1 COLUMN 10.1 4" 5L-A5-OW-GFZA0E--- 2'-(V X 2'-ra X r-----------------r WITH GXG WZ.l X )_#S I t q`-r- L FOOTING WITH (5 10 W2.1 W.W.F. ON 4" -I r EACH WAY I I '--FT-O. COWCP-F-TF- GP-AVE1- 5A51EF� 12 1/2" SS 1 x x 10" 2 112"1 I It FOOTING WITH (4)-#S rl 1 5 2 S/8"I I (y EACH WAY Nj�� I I - - 2 S/8" 5/4'. WALL- eL - L (3 I F- -t It= d) I FOOTING -C� -p STEP Ln I GXG NI 1 2 /2"i 12 1/2" 1 1 COLUMN r- 4- 1 L J (102--1 1/?-.) [1101-GIII :t I lit L 10 r---1% SS>A,�' COLUMN it I /"'lo 1 1011 2-1�al X 21�611 X -------„----- r FOOTING WI'rH (5)-#5 110'-4 2>1/4 --------------- -1 6 [10-7'-8 1/2"1 EACH WAY ON( T.O. C F-Td r-7 O . 2 5/8"1 N WALL WALL r .•-i FOOTING L 15TF-P 15TeP ER 00. % lop LT- -L---------------- (100'-8 --V4) r------ -j WAL-L- WALL I r-OL-umm STEP '5TF--P d) I Q) 21-al )< 21-r," >e, loll r------------------I -10 1/4" lll'-2 1/4" OF- 4L - tp 1 4ll SLAB-ON-GRADE &4----------- 2'-0" X Z-O" X 10" FOOTING WITH (5) rq � 1 -0 EACH WAY FOOTING WITH GXG W2.1 X L ",-K-r.0 CONCRETE FOOTING WITH (2)-#S CONIC_ 4 W2.1 W.W.F. ON 4" IN, I GRAVEL BASE EACH WAY % WALL 15S L [107'-4 1/4"] I 002>1-cl 1/411) L-----,- Lo (102-'-1 1/2') OR WALL WALL Foo 2 1/2"1 43 1 1 .1 0 In STEP STEP IlN STEP I e 1/2" loqI-2 V) 0 0 I T SLAB-ON-GRADE C-4 04 WITH GXG W2.1 X C) 0 Lo Lo FOOTING 4 W2.1 W.W.F. ON 4" ce. 15TF-P GFF-AVeL- 5A51E� C, LJ CD Cy) F- FOOTING Z CY) r2 (104'-Il") STEP x 0051-G 1/4") ------ - 0 <SS L---- -------- F'OOTING Q� L-o Z- IIJA:Ll- WALL I 1 0 te) LL- Tep z 5TE--p > C'I 5 U • L 1101-0 ?V4ll N, 4" 5L-AE5-OW-GP-AC)e Ld Z 00 -10 5/4 1 1 1 0 [111' WITH GXG W2.1 X ±iL---------- - MO j 'a W2.1 W.W.F. ON 4" -y 0 O 4 1v GRAVEL 5A5F- CL 0 (IOG'-G 1/2") - ----------------- L-2 -1 110q'-4 -:5/4"1 C) 0 FooriwG (109'-4 �>/4") Uj 0 I STEP w 04 > C kt IV 0 0 0 > -03 ^7 L-L- WAIL-L- F- 15TF-p C) V) 1101-10 1/4" Ld 00 0 F- 0 =�K-----------\j v) X ltx 200 -----------------J [110'-2 1/4"� FOOT ING (107'-8 112!) < 15ITF-p 7p 2" 12" 5" 0 e- 4 1/2" V-4 1/2" V-4 1/2" V-4 I/Zl I/ V-4 1 V-C� 112" al- V-4 112" ,. Z-7 12'--7 112" LO J 0 JI JI X. 22'-2" 22'-2" ry < 0 IN 92'-10 1/2" FOUNC)ATION NOTF-5.- A I rllllll1 C-:�7 A r-�D- 1. DATUM F-L-F-VP,,TIOW 100--0 a(::ZUAL-15 ACTUAL F-I-F-VATIOW 7(GqG--0% > 2. [XXX'-X] INDICATES TOP OF FOUNDATION WAL-L. ELEVATION. FOU1`I�ATIOT`I1_._. A1`I oj� 3. 1/4" -011 4 1 1 (XXX'-X) INDICATES TOP OF FOOTING ELEVATION. It 4 CONTRACTOR SHALL FOLLOW ALL P-E0UIFZeMF-WTl5 L-115TF-0 IN '50IL-5 F?,F-POP-T. S. CONTRACTOR SHALL PL-,&,CF- (5)-#S VERTICALLY FULL HEIGHT OF WALL AT HIGH 510E- OF ALL WALL STEPS HIGHER THAN 4'-0 IN ADDITION TO WALL P-F-IWFOIZCF-MF-N-r SHOWN 0-rHF-F?-Wl5F-. Co. ALL DIME�N'510W,5 TI-1115 PLAN ARE TO OUT510E- OF AAB 0 BUILDING 15Y,5TF-M POP-M5. --? 0 4411� - 7. FL-OOP- ELEVATIONS SHOWN ARE AT TOP OF CONCRETE SLAB. 8. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NF-F-D TO BE L-OWF-iZF-D 12 L- E�P I--P ;> 1,2 4I"\3 X4 U�JW O'� FOOTING NI /V L 3-C. 0)-,� I :7Li -jI Due TO 53C cowbrriom5. vF-Fp-ir-Y CHANGE-, WITH STRUCTURAL J V4 W Ot M w 0 3: V) _I a) 1 cD (7) r 1 ' r Lo V) 4 z0 ss 4 J V) - o � q 1/2' 5GI/45 4 108'-8 1/4" AT 1'-4" WALL ABOVE SS T.O. PLYWOOD \ J > Li r l� cV cCi A q 1/2" BGI/45 qAT/2_ 5GI/45 O AT 1'-4" v BGI/4S Q LP �`• 3 P� 4 ( I AT 1-O' 3 1 ON_Y WALL ABOVE SS I I J 110'_1" G X K4> \ T.O. PLYW Jo D oL C�� EN HU � O Q (TYPICAL) O O I OI 108-7 q 1/2 BGI/45 O „ (2 -q 1/2 V.L. w AT 1-4 qAT/2_ 6GI/45 II I I 4 I I 2 ONLY LIP I Q _ 1 � ® WALL ABOVE S I I J 111'-S 3/4 5 SIMPSON HU (4)-2X (3)-2X10 I w. T.O. PLYWOOD HANGER COLU N X q 1/2 -- cV GI/45 S� (2)-q 12 N AT V-40 I I 8 71/ ' (TYPICAL) l l I M q 1/2 5GI/4S J 10'-0 1/41 BEARI G WALL -i (2)-q 1/2 V.L. ABO I I AT 4 /2- BGI/45 Q AT LIP q 1/2" DCI/4S v�� OI'JLY Z N N� I ONLY / I I AT 1' -O 2 .1. I q 1/2 BGI, 45 i _ 112-10 1121" < ( AT 1'-4" O I T.O. PLYWOOD 5IMPSON HU S(f (4)-2X W S HANGER COLD N d} (2)-9 1/2 V.L. q 1/2" BCI/45 -- = (TYPICAL) _ £110-0 1/4q I I SS AT 1'-4" BEA21 G WALL �I F>, ,, (2)-q 1/2 I• L. q 1/2'_ 6CI/4S tV " J - " AT V-4" q 1/2 BGI/45 Q (2)-q 1/2 V.L. c� ABO G )108-7 ty AT 1-4 3 \ LF Q 3 UP Lip N c.� I OI�ILY ^O �o tiS ONLY J vJ 2 ONLY I ^� I X Q O q 1/2" BCI/4S > 5 c�� p N j= AT i'-4" 9 1/2" BGI/4S N SIMPSON HU S(p (4)-2X W `� S z AT 1'-4' \ q 112' BCI/45 Li " SS HANGE2 COLU N (?)-q 1/2 V.L. q 1/2 BC1/45 AT 1'-4" (TYPICAL) X111' S"� I I SSf AT 1'-4" 6 jj112'-q /4"j BEA21 G WALL t J (2)-q 1/2 V.L. 4" SLAB-ON-GRADE • (2)-q 1/2 V.L. ABO f 110'-O 1/4'3 2E: SHEET 51A 1- N ! Q \ �. I I ONLY _ G 10 BCI/45 l iV N N AT I'-4" q 1/2" BCI/45 �nn�nrrr�. AT 1-4' !'Q� =� �• 1 TE fO:'•ip�I�, (2)-q 1/2 V.L. q 1/2" 50/45 X112'-9 ?>/4"? I I S5 AT 1'-4 13 ••��: { (?�-q 1/? V.L. 4" SLAB-ON-GRADE :4c-� 2E: SHEET 51A : u• �u c Q tV q 1/2" BGI/4S 1- N— AT 1'-4" q 1/2" 0CIJ4S r'rrrrrr,cra� AT i'-4 s (2)-q I/2 V.L. •4 SLAB-ON-GRADE )112'_q 3/4"! 1 2E: SHEET 51A O t1') V) U 0 Lo i 1 e • q 1/2" BCI/4S w SS / 0) O) AT 1'-4" ? N. X 4" SLAB-ON-GRADE 0 0 to Lam, �O RE: SHEET 51A U Z > N w z o� p 4] G ~ J x o CL SS = m 0 � o U Uo 1, L U W O m N > C E3 Q C 0 0 > Z W vp FIST L. EV FL o = 6 4 X 0 °o m 1/4" = 1'-0" Q z i WOOD f=F-' A("IINE7 NOTEES: O 1. ALL WOOD FRAMING JOISTS SHALL BE 5GI/4S TYPE JOISTS AS MANUFACTURED BY BOISE CASCADE GORPORTATION ALTERNATES SHALL HAVE EQUAL 02 GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. i 2. "V.L-." INDICATES VERSA LAM BEAMS. AS MANUFACTURED BY Q BOISE CASCADE CORPORATION. ALTERNATES SHALL NAVE THE SAME 02 GREATER CAPACITIES AS LISTED IN THE STRUCTURAL GENERAL NOTE5. , 3. ❑ INDICATES COLUMN DOWN ONLY. O Iii 4. © INDICATES COLUMN UP AMC) DOWN UNLESS IT BEARS ON I— 11 ! CONCRETE WALL 02 FOOTING BELOW, OR IS LABLED UP ONLY. U S ( ) INDICATES TOP OF BEAM ELEVATION. INDICATES TOP OP STRUCTURAL FLOOR SHEATHING ELEVATION ¢ { � 7. HEADERS SHALL PEE (3)-2X8 UNLESS NOTED OTHERWISE ( t 8. COLUMNS SHALL BE (5)-2XG UNLESS NOTED OTHERWISE j q. EXTERIOR WOOD COLUMNS SHALL BE CONTINUOUS FROM F!OOR I TO CEILING 02 FLOOR TO ROOF. TRIMMERS SHALL BE ADDED cl 4 TO NOTED COLUMN SIZES AS REQUIRED INDICATE5 INTERIOR BEARING WALLS. FLOOR JOIST y ' BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. r • � 11. EXTERIOR STUDS SHALL BE SPACED 2'-0 FOR WALLS m SHORTER THAN 10'-0. STUDS SHALL BE SPACED 1'-4 M 0 1 k ! M FOR WALLS SHORTER THAN 14'-0 AND HIGHER THAN 10'-0 Z ! • Gig m I 12. ALL BEAM/BEAM AMC) BEAM/C0LU lW GTION5 SHALL BE ' 1` 1; 1 ## r 4 � 1 1 � T IT T Y ONLY ONLY 1 G LJP Z ONLY O UJI V) (2)-q 112" V.L. Q W DOUBLE q 1/2" 5GI/46 D cr- JOIST AT 1'-4" Lp_ _ L (2)-q 1/2" V.L. DOUBLE JOIST LIP ONLY 9 U'NLY q 1/2" BCI/4S -- ONLY G UP AT 1'-4" I ONLY i 4 mJ DOUBLE JOIST r-- - (3)^2X8 -- -- (2)-q 1/2" V.L. DOUBLE jJOIST q 1/2" BGI/4S �� N Lp 2)-q i/2" V.L. AT 1'-4" 1-.: q 1/2" BGI/4S X I ONLY ON_Y \ q 1/2 BCI 4S " `� T 1'-4" N I LIP G _ - AT 1'-4" I ONLY Z ONLY 2 I h I G 2XG AT 1'-4" I A o J� BEARING WAL � r- X8 -- (2)- 1/2" V.L. q 1/2" OCI/4S O _w N AT 1'-4" DOUBLE JOIST s off S6LE I 0211 q 1/27/8L > A - UP UP N 2)-q tit" V.L. q 1/2" BCI/45 � F �+ n: ONLY 9 ONLY \_ q 1 2 BGI 4S AT 1'-4" LIP G ONLY N J BEAR AG iWALL G AT V-4"6CI/4S AT 2_`�GI/4S v o O r-- - ------- , .� C3)-2X8 (2)- 1/2 V.L. BCI/4S (2)-q 1/2" V.L El N AT _ 7/8"� . O a 0 c DOUBLE -� J0IST -1 (2)-q 1/2" V.L. N 2)-q 1/2" V.L. Q q 1/Z" BCI/4S q 1/2" BGI/4S �_ — q 112.. BGI 4S 3 AT -4 .� AT 1'-4" ..� N AT 1'-4" 3 L �\ o 2 1 J q 1/2" BCI/4S ? .. q 1/2 5Cl/4 X G 2XG Al 1'-4 G AT 1-4 J AT 1-4 N � I T/1 N _ v 11 .. Q BEARING WALL �. N d0 q 1/2" BCI/45 W (Z)-q 1/2" V.L. 3 N- AT 1'-4" X118'-11 S/8"� 0 117'-7 S/8" 1120'-4 3/8"j Z (2)-q 1/2" V.L. ' " 6 N �j (2)-q 1/2" V_L. ) Q T.O. PLY. )11T-G 7/8"; X X 2X8 q 1/2 5GI/4S q 1/2" BC -> N\ 1 m Q N N AT 2'-O" AT 1'-4" N AT 1'-4" cQ 2 .1. q 1/2" BGI/4S j Q = G G " X " J F- 1 -1 q 1 2" BGI/45 Z 4 2XG AT 1'-4 G N AT 1-4 Q N dJ AT 1'-4" Q BEARING WALL 3 _ G (2)-q t/Z" V.L. Q W (2)-2X12 X121'-q 1/8 1120'-4 3/8"1 Z ( /F 2)-q 1/2" V L > (2)-q i/2" V.L. X X118-11 S/81 J N UP - \ J ,� q 1/2" BGI/4S ONLY q 1/2" BGI/4S cV 1 Q q 1/2" BGI/45 N AT 1-4' \� 3 AT 1-4 AT 1'-4" Q 2X8 1 AT 2'-0" G .� q 1/2" BCI/45 _j �1 l7 „ J I O Z UP UP Igo AT 1-4 Q N N p( ONLY ONL1 X s oC ��4,i (2)-q 1/2" V.L. 3 v� Q �' Q itq'-O 3/8" N ;'' . ` •E •o �,�D'% 1/8'� ONLY GX10 J (2)-q 1/2" V.L. X T.O. PLY. (3)-12" V.L. : 4 X120'-4 12 _ 2X8 2X8 FASCI iV- 1 m Q AT/?_ 6GI/4S q 1/2" BGI/4S AT 2-0" : �'. •0 OL �Q 3 3 2X8 Q AT 1-4 GXG '��J• . tr�: Q T� AT 2-0 COLUMN ��i�J •s. ••• • ��• (3)-2X12 OF 1(� i N — ? X ONLY ONLY N 1- N ONLY W 120'-S 1/8" GX8 (2 -9 1/2" V.L. T.O. PLY. 1-q 1 " V J N `ri 2X8 FASCIA X118)11 V.L, J (3)-2 12 2X8 Q q i/2' 5CI/45 q 1/2" BGI/4S AT 2'-0" G N O LO 3 AT 1'-4 2X8 Q AT 1'-4" COLUMN U O `CV `CV Z AT 2'-O° UP UP (3)-2X12 X I p[ ONLY ONLY W 0) 0) N W 121'-q 7/8" GX8 Z 0) a) T.O. PLY. (2)-q 1/2" .L. O Q X120'-4 3 8"? (3)-2X10 I 2X8 FASCIA G G Z M ti. o 0 2X8 V o " AT 2'-0" N 2X8 Q AT V-4"6C1/4S COLUMN W Z o A T 2-O" l9 UP LLD- X (3)-2X12 �'- J m a v ONLY ONLY = (L m GX8 W no m U (2)—q 1/2" L. Q' N > c o 0 0 1 G i-' 2X8 FASCIA m a 8 ' l I H A 2-O' G N o M o WGXG L— EEVEL— O COLUMN � (3)-2X12 � U +' 0 0 FZAMIr- lam F �. Ar� o Q � om 1/4" = 1'-O" Q G WOOD FFZAMIN67 NOTFES= p I G 1. ALL WOOD FRAMING JOISTS SHALL BE BGI/4S TYPE JOISTS 1 AS MANUFACTURED BY BOISE CASCADE CORPORTATION ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED Y BY THE ENGINEER OF RECORD. c 2. "V.L.." INDICATES VERSA LAM BEAMS, AS MANUFACTURED BY Q d BOISE CASCADE CORPORATION. ALTERNATES SHALL HAVE THE P SAME OR GREATER CAPACITIES AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. ❑ INDICATES COLUMN DOWN ONLY. Ill 4. ® INDICATES COLUMN U' AMC) DOWN UNLESS IT BEARS ON O E CONCRETE WALL 02 FOOTING BELOW, OR IS CABLED UP ONLY. S. ( ) INDICATES TOP OF BEAM ELEVATION G. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING i ELEVATION. Ii 1 -. 7. HEADERS SHALL 0E (3)-2X8 UNLESS NOTED OTHERWISE i 8. COLUMNS SHALL BE (3)-2XG UNLESS NOTED OTHERWISE It E � q. EXTERIOR WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR ' TO CEILING OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED IN^ t a TO NOTED COLUMN SIZES AS REQUIRED. ` 1 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOIST ` M BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW 0 11, EXTERIOR STUDS SHALL BE SPACED 2'-0 FOR WALLS SHORTER THAN 10'-0. STUDS SHALL BE SPACED 1'-4 ! Goa O p 1 FOR WALLS SHORTER THAN 14'-0 AND HIGHER THAN 10'-0. Z q, ON 12. ALL BEAM/BEAM AMC) BEAM/COLUMN CONNECTIONS SHALL BE Z ,`j 4 MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED W Wao OTHERWISE. m W 33 s R, i r 1, I�E �1 L Ln C) [ � I T 1 � T / T Y/ } 2X8 AT 2'-0" PREFAORICATED Z TRU55 C AT 2'-0" _ - (3)-2Xb N ` - F-- > GI E2 T2USS 3)-2X10 Jul2X8 AT 2 o- " c GI CER T2U55 (3)-2X10 N a r a 2X8 Ar 2'-O" G 2X8 " T2US SZ AT 2'--O" m AT 2'-0 2x12 A AT Z-O" GI DER TRUSS C3)-2X10 v � PREFAORICATED DO (-5 a TRUSS X AT 2-1-o" 2X8 E ofi-1 C AT Z-0" AT Z-0" 21DGE LINE I a u Ooo Q I c3)-2X8 ( N GI DE2 TRUSS (-:!>)-2X10 N PREFABRICATED PREFABRI ATED " fi E-4 o 0 T2USS X AT Z-O" �,o TRUSS C AT 2-'- o o 2X12 <� C IAT 2'-O" RIDGE. LINE LF V 1 X H 9 o <<� N I I l w w <, ��, X I I 2iDGE Llly� 2X8 AT 2'-O" �� S PREFA6RIc..ATED _ _ T2USS Z A 2'-O" I ti� PREFAB2ICATED - � TRUSS G AT 2. D' I ! � � n X I �� oN I I I I 11 II N Iv� OIL Q� 21DGE LI � ( , CL Q ti 2X8 nnnt►�� ►11 oWGL Q C2)-�1 i/G' V L • s E •�DF��, Q GI DE2 T2USS •° �r � Z 2X8 I ••-. �Sr ��•:�,,,;�� w w AT 2'-0° �° I 2X8 IAT Z-O" I G I C20-2X10 __ V) O OI GiROE� T2US 0 Lo a U o Ln In co I I 2X&r P2�AP2CATEC ° �� '� G � I I N T2USS 0 AT' 2'--0" W O O J� L X ( I �e I I 1 �N I I �T8 z 2'-0" _ v z m +4J GIRDER T21-1SS ��J W Z I CO° o I a = 1 1111 OF- ,'�'' 2X8 ` _ k AT 2'-O" �@ G 0 IU yl " Ili 04 > 40 5 m Q I I �- f E IZ W NW$ I 0 to 8 O U a III C N O m 0 w i�� t— A i�'i�i~i� � Al ii Q a s n l 11 ROOF FF"ZAi"INO i iOTca: i�r'��Ar'1'�IGAT�D FP-00F Tr'�U�� i^iGT��: p 1. ROOF SHEATHING S/8" (�o�2oSPAN RATING). STAGGER PANEL END 1. PREFABRICATED 200E T21-155 LOADS: JOINTS AND FASTEN WITH GLUE AND 10d NAILS AT C' MAXIMUM ALL LIVE LOADS AT TOP CHORD= a0 #/FT? ry EDGES AMC) 12" MAXIMUM OTHER SUPP02TS. DEAD LOADS AT TOP CHORD= 10 #/F-r? Q 0 I e 2. 2E: A2GNiTECT F02 200E SLOPES AND BEA2ING HEIGHTS DEAD LOADS AT BOTTOM CHORD= 10 #/FT? I WIND LOADS SEE STRUCTURAL GENERAL NOTES G �. ALL HEADERS 030-2X10 UNLESS NOTED OTHERWISE. STRESS INCREASES 02 LOAD REDUCTIONS ARE NOT PERMITTED. ry 4. ALL HEADERS LONGER THAN 8'-0 SHALL REQUIRE 2 T21M STUDS 2. SHOP DRAWINGS SHALL BE 5UPPLIED BY MAMUFACTURE.R AMC) REVIEWED AMC) 2 KING STUDS EACH SIDE. BY CONTRACTOR. ARCHITECT. AND STRUCTURAL. ENGINEER. O I III I S. ALL JOIST HANGERS SIMPSON U TYPE UNLESS NOTED OTHERWISE. 3. THE TRUSS MANUFACTURER SHALL DESIGN AND SHOW ON SHOP DRAWINGS ~ ALL T2U55 TO TRUSS CONNECTORS. I U I G USE SMP ONP COLUMN E50TH TOP OTDHE2W SEOON SHALL 4. SIMPSON H02.5 CLIP ANGLES SHALL DE INSTALLED AT ALL EXTERIOR WALL �I ' f'7GTP.11 �,. T2USS P�EA2INC LOGATIQNS I � I III II 7. INDICATES OVER-FRAMING. IT SHALL CONSIST OF 2X4 AT Z-0" I III I 1?EAr?1�1G WALLS FPP.MFfJ TO THE TRUSSES BELOW �N AIM of II IIII z � I I ICI t ot °`°� I II � 1 f WOOD COLUMN RE: PLAN DRIVEWAY 3'-0 Am IN STUD WALL \ #5 AT 2'--0" X F_NI Lo 4" SLAB-ON-GRADE 2X10 CONT. WITH WITH W.W.F. 2XG AT 1'-4" 1/2"(P X 10" ANCHOR BOLT AT 3'-0" RE: PLAN BEARING WALL INTERIOR BEARING -- _ /8" WALL /_ 2X12 WITH 1/2"� FLOOR 8' c ° o'OP o Oo oo° 4 In SHEATHING DOUBLE BLOCKING - �o°�ma n°pOa @o Oho 4 _ �0 - —_ X 10 ANCHOR BOLT _ (2)-#S CONTINU U •. • AT 1-O (STAGGER) PF N 4" 5L_ b-O.N-GRADE #S AT 2'-0" Z FLOOR SHEATHING •a�• O•� • O o°•• W/TSHEOATHINGD WALL (O ` FLOOR SHEATHING GRAVEL BASE 4" SLAB-ON-GRADE FLOOR JOISTS G 1/4 #S AT MID-HEIGHT Q W o� =III III III III III ° ON 4" GRAVEL BASE �RE.: PLAN ---r--�- (3)-#S U � DOUBLE BLOCKING b e CONTINUOUS 4" RE PLAN 4" °�°�.Ooo;°•: EGS 2-O' X N 2 1/2 2 1/2 RE: PLAN 0 Qo 'o a o'•� FLOOR JOISTS Q SIMPSON A'�S ALTERNATE III III= RE: PLAN > CLIP EACH JOIST SIDES G" T (2)-#S CONTINUOUS 2 X 4 KEYWAY FLOOR JOISTS © #S AT 1'-4" •o 0:Q; �O''o•• O °ocro RE: PLAN WITH ` HORZONTAL #S AT 1'-O" gii-F ,o_on SIMPSON IU HANGERS VERTICAL I= (2)-#S � T O N 12 #S AT -O' IIII III— (2)-#S CONTINUOUS #S AT (2)-2X10 TREATED VERTICAL HORIZONTAL ' — — _ _ 3/4" = 1'-O WITH 3/4"(P X 8" — — EXPANSION ANCHOR = —III =III IIII 511 IIII AT 1'-G": NAIL AND GLUE BLOCKING (2 FIELDS) LEDGER WITH (2)-ROW5 =III AT 4'-0" RE: PLAN OF 10d NAILS AT G" ° 2X10 RIPPED TREATED FLOOR SHEATHING FORM FOAM PLATE WITH 1/2"� X 10" TIO 1 FORM AT LEDGE) SEC,- I EXTERIOR STUD WALL —� FLOOR JOISTS ANCHOR BOLT AT WITH SHEATHING RE: PLAN 2 1/2" , 8" 2 1/L 2'-0" m DOUBLE BLOCKING #S AT 1-G' o VERTICAL 2X10 CONT. WITH 1�••+ Q o, SIMPSON A3S G 1/4" 1/2'(P X 10" ANCHOR EXTERIOR STUD WALL CLIP EACH JOIST 2 1/2" 2 1/2" #S AT 1-4 ® a BOLT AT 2-0' W/ SHEATHING HORIZONTAL CONT. 4' SLAB-ON-GRADE ON 4 GRAVEL BASE v� a y n E-4 U • FFF�� m 2 1/2" 2 1 2° _ =III ---------- ►� o -III °:�oo °o•.o ono o WITH W.W.F.-GRADE #S AT 1'-O" X O O r -III I _ Ilq III=a • ^p.°^.o.po,_ I w ►•.� a MATCH VERTICAL O = H o 2X10 TREATED ® G N #S AT 2-0' 1 SLAB-ON-GRADE HORIZONTAL 4" S.O.G. WITH REINFORCEMENT N W/ W.W.F. ON 4" � Y PLATE W/ 1/2"d) X 10 -- W.W.F. #S AT 2'-0" X G" GRAVEL BASE 2 O `- ANCHOR BOLT AT ° - O o ct MATCH VERT. REINF. O G 1/4 o�° ••°o°-•OoiI o° LE ES ALTERNATE 2X4 KEYWAY VERTICAL O u #S AT V-0" ------ #S AT 2'-0" X OI 2 1/2" 2 1/2" � ,� > VERTICAL _ ' ------------- 2 X 4 KEYWAY #S AT i'-4" - — ('�)-#S O o°�.: .g o 0 0 oa` p o o (TYPICAL) LEGS N .°O•:°• °�O� a , o 00•°•o ALTERNATE 2X4 KEYWAY °i •`.O o •° O '°� �'Q • o o•.O o oo�,� o.•QO SIDES ~"+ > HORIZONTAL o oo'• o 0 00 - o o,. is G' (TYPICAL) CL -III IIII I II IIII o IIII �+ QE PLAN IIII ' G I/4" — (2)-#S CONTINUOUS 112 2 112 =III IIII -III IIII IIII III- (2)-#S CONTINUOUS •�'I O RE: PLAN MATCH VERTICAL SLAB-ON-GRADE I RE: PLAN =III (III =III IIII REINFORCEMENT N W/ W.W.F. ON 4" 3/4" = 1'-0 GRAVEL BASE 2X4 KEYWAY s T�oN s � T�oN �- � GTIOr� 2 —� 2XG AT 1'-4" ---------- BEARING WALL 3/4" = 1'-O i'-O /q" o a o 0 .� • *o: .0 000p',°� O.Oo 2X12 WITH 1/2"¢� �'-- o.ho o n�°•� cr X 10" ANCHOR BOLT IIII AT 1'-0" (STAGGER) 4' SLAB-ON-GRADE O • WITH W.W.F. 1111000 COLUMN ,` •0• IIII 0 (2)-#`� W/ SIMPSON PC •� �' .F COLUMN CAP AT TOP �y�'• • 2XIO CONT.ANCHOR WITH � • • RE: PLAN SIMPSON CB QO o•,QoO„ •:o�'•: BOLT AT 3-O' INTERIOR BEARING : s;.: �•. 'o °O' 'o, o c�OLUMN BASE I I o 2 S/8" 8" 2 S/8" =IIII .^ ^ — L J I — S" FLOOR WALL �'.,��,4T ..�.r (. ®tom N SHEATHING TRIPLE RIM ,��eefire eoaee�� JOISTS 3/4" = 1'-O INTERIOR BEARING o,'p'� ,O •°°••O o00 =III WALL °o_ °n .°„o ° o,po #S AT 1'-4" #3 TIE AT 2'-O" WATERPROOFING -�I (Ii HORZONTAL 2X10 X 10" WITH RE: ARCH. __ VERTICAL 4" SLAB-ON-GRADE ' BOUT AT 3 OCH02� TRIPLE RIM 14"(P PILASTER - RE: PLAN ON 4" GRAVEL BASE O � \ JOISTS FLOOR SHEATHING N O O _ W EXTERIOR STUD WALL IY N N FLOOR 4" SLAB-ON-GRADE I (4)-#4 X ° III= WITH SHEATHING -FLOOR JOISTS O Lo � SHEATHING \ ON 4" GRAVEL BASE #S AT 2'-0" X N RE: PLAN > j/ RE: PLAN U — C, RE: PLAN q.. `— ---` DOUBLE BLOCKING j � cn 0) L------� O (2)-#S CONTINUOUS --�— \ Z rT 0) 0 o O :° sa;°�•: o 5IMP50N A'2>S — o'=o' ci ° — S AT 1'-0' Q •° a o.o ,.o•O°. o O # o o:Oo ,o o° •O ono CLIP EACH JOIST M X �o po° _ _ (3)-#S VERTICAL III �- O Q `� I Ir c� M L` o 11 — RE: PLAN #S AT 1'-4" _ Z >v N (4)-#4 =III IIII REINFORCEMENT HORIZONTAL ' (, m co CONTINUOUS RE: PLAN Z 'm FLOOR JOISTS 1/2" TREATED PLYWOOD 2E PLAIJ (2)_#S w Q m° o RE: PLAN SHEATHING BELOW ~ J y a ' TOP OF SLAB o (2)-#S CONTINUOUS II � /� 0 #s AT 1'-0" SE(f,, 710r� 7 _ —III �\ U W N VERTICAL 3/4 - 1-0 3/4" = V-0 -III \\ Q ? m o = mQ #S AT 1'-4" 2X10 TREATED ~ HORIZONTAL PLATE W/ 1/2"(P X 10" U N a o G 1/4" ANCHOR BOLT AT W vp 2 112" 2 112" C 1/4" Z-O" 2 112" „ 2 112" o U v x #S AT 1'-0" Q w Nom° 2XG AT 1'-4" VERTICAL Q BEARING WALL J i -�� /8 HOR ZONTAL Q ° ;?X12 WITH 1/2"� z .{ 10" ANCHOR BOLT O AT 1'-0" (STAGGER) 4" SLAB-ON-GRADE Q STUD WALL WITH W.W.F. (LOAD BEARING) O OI 2 112" I N CONCRETE SLAB- 2X CONTINUOUS N 4' S.O.G. WITH ON-GRADE WITH W.W.F. TREATED PLATE --- ----- W•W•F• #S X G" WITH 1/2"(P ANCHOR Q 4" S.O.G WITH MATCH VERTICAL O -- BOLT AT '5'-O" -I ' °�°O.Ooo;°•:00'• W.W.F. —#S X G" REINFORCEMENT I SLAB-ON-GRADE Q MATCH VERT. REINF °Oo°•o a� '; ° � / N W/ W.W.F. ON 4" LEGS ALTERNATE u1 1'-O IIII= MATCH VERT. REINP. GRAVEL BASE SIDES p� =IIII LEGS ALTERNATE G' 2 X 4 KEYWAY - ------ S AT 2 O" ----=-- DES 2X4 KEYWAY -- 2 o ------------- (TYPICAL) t .(s # - x ------------- 2 X 4 KEYWAY q •_ •q moo °a`•�p ° o o •• o F° •`.O ° O o o °� 0'0 oho O.•oa. O. O'•o •.O ono 0:0• '�'°°•.O oho X ) o• .: o o ° o o �— (TYPICAL) •n °n°�' o o o o.. tl Po•O•.,n.o.,°-Cl a .°,O°°n,o.�o,_ oo_ 0 0 0 ( XX'-XX C, ..0 O -o•q o a :o�o0• '-111 •^ .o, 000^.Oo° 00 - 0 0..0 a °O.. o0o q • �° o.p o IIII — �� .o oa° • ° o•Qo U IIII y ° � • on� n �J IIII a , 4" RE PLANIIII 4„ _(3)_r*S CONTINUOUS CONTINUOUS - - -- - _ (2)-#S CONTINUOUS IIII v (2)- S =III IIII y RE: PLAN RE PLAN IRIIE, PLAN RE. PLAN .N S � T�oN ,� s � T�oN 11 � G loi�l �r 9 5/4" - 1'-0 3/4" = 1'-O 3/4' = 1-0 Fl • N� M O o i Z W�-- i • 0 1 WND Le_ j d i W i M W O I -2) c=n ( € t EXTERIOR STUD WALL WITH SHEATHING GENERAL NOTES FLOOR SHEATHING 1. LIVE LOADS USED IN DESIGN: C. LAMNATED BEAMS FLOOR JOISTS SHEER RING I 1. ALL LAMINATED MEMBERS SHALL Be FABRICATED OF DOUGLAS FIR LARCH AT 12 RE: PLAN A. ROOF 80 PSF PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE 4_� FLOOR JOISTS J r B. TYPICAL FLOOR 40 PSF 2. LAMINATED MEMBER SHALL BE DETAILED AMC) FABRICATED IN ACCORDANCE WITH THE RE: PLAN to STANDARD SPECIFIC��TIONS FOR THE DESIGN AMC) FABRICATION OF STRUCTURAL C. WIND GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 1. BASIC WIND SPEED 80 MPH 3. RZOVIDE UNITS CONFORMING TO AITC 117, 22FV8, D.F. FOR CONTINUOUS ROOF 12 2. EXPOSURE B MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. SHEATHING to MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE D. EARTHQUAKE ZONE 1 CLEARLY STAMPED ON EACH MEMBER. �O �j ZO ROOF JOISTS = 2. NON-STRUCTURAL ELEMENTS: D. PLYWOOD DECK AND/OR WAFFERBOARD RE: PLAN l,J N 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED SHALL Be IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN BLOCKING VERSA-LAM BEAM c( Ll i BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL PLYWOOD ASSOCIATION. RE: PLAN p � MOVEMENTS. 2. EACH PANEL SHALL BI_ IDENTIFIED WITH THE GRADE-TRADEMARK OF ( BLOCKING THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS SIMPSON LSU 3. FOUNDATIONS: OF U.S. PRODUCTS `_'STANDARD PSI. LATEST EDITION FOR PLYWOOD. ALL HANGERS PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO A. MAXIMUM SOIL DESIGN PRESSURE 3000 PSF THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T#-G STURD-I-FLOOR SHEATHING NAILED AT 4" O.G. 0. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. GS-1643 ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS. BY CTL./THOMPSON, INC. DATED q/13/qS. 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE 1 SHEATHING NAILED AT 4" 2XG AT 1'-4" O.G. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. BEARING WALL C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING S. EXTERIOR WALLS SHAT-L HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY NAILED AT G" O.C. ALONG PANEL EDGES. 1-� S/8 Of CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF G. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS WITH THE FACE FOOTINGS SHALL Be A MINIMUM OF 48" BELOW EXTERIOR GRADE. GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. r 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLPS. TONGUE AND w D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. OR PROPERLY COMPACTED BACKFIL.L.. APPROVED BY THE SOILS ENGINEER. BACKFFIL.L. SHALL BE COMPACTED TO q5% (MINIMUM) STANDARD PROCTOR E. PREFABRICATED WOOD MEMBERS SHALL Be THE TYPE NOTED ON THE DRAWINGS DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT AND SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION. O m SPOTS ARE ENCOUNTERED REMOVE SOIL AMC) RECOM"9PACT WITH APPROVED ALTERNATES SHALL BE RE=VIEWED BY THE ENGINEER. WEB BLOCKING AND G T I c T I 1 FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) BRIDGING TO BE AS REaNkF-D BY THE JOIST MANUFACTURER. FASCIA 3/4" = l'-O 3/4" = 1'-0 I� Q E. DO NOT PLACE BACKFIL.L AGAINST BASEMENT WALLS UNTIL ALL ATTACHED FLOORS G. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE RE: ARCH. ARE IN PLACE. NOTED ON STRUCTURAL GIRAWINGS, WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS REQUIREMENTS AkJD/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS HEADER FLOOR O 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 RE: PLAN SHEATHING NOTED ON PLANS. H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS O Q a G. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL CAPACITIES: Fb = 2800 P51, E = 2,000,000 PSI, Fr- = 750 PSI, Fv = 285 PSI. BUILT LAP MEMBERS UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. �-^ Q+ TESTS SHALL BE TAKEN FOR EACH FOOTING AMC) SLAB-ON-GRADE. CONTRACTOR SHALL HAVE: THE OPTION OF USING 3 1/2" OR S 1/4" WIDE MEMBERS. C/D Qtl a _N H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI- q. GENERAL Q ° TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 12 4. CONCRETE: A. ENGNEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND Q A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND ELECTRICAL GONTRAGTO('_S. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND ° + CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. ROOF SHEATHING v STRENGTH IN 28 DAYS. FLOOR JOISTS ►.� o WEB PACK C. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, PREFABRICATED RE PLAN ►� 0 B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc1.S 33 f'c MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS ROOF TRUSS (OR 57,000 f'c NORMAL WEIGHT CONCRETE). EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER RE: PLAN VERSA-LAM BEAM SIMPSON IU Y AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A3G. RE. PLAN HANGERS o C. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. JOINTS SHALL BE SPACED 10 FEET AND CUT 1" DEEP X 1/8" WIDE WITHIN p. pROvIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE v Q 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. EARTH. ]'n 2 D. SLABS, TOPPING, FOOTINGS, BEAMS AMC) WALLS SHALL NOT HAVE JOINTS IN E. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL V 1 A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD STRLCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK FASCIA ^ F•...� t UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS RE: ARCH. G T I O I I / "'+ '' REVIEWED BY THE ENGINEER. OF THE CONTRACTOR. I I ` o U E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH F. WATERPROOFIN(S. VAPOR P-)AF?RIER5. ETC., SHALL Be AS SHOWN SIMPSON HD2.5 3/4" = 1'-O V ACI BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. CLIP EACH JOIST EDGES OF CONCRETE WORK SHALL HAVE 1/2 INCH CHAMFER. USE STANDARD HOOKS FLOOR ON DOWELS UNLESS OTHERWISE NOTED. G. ALL DIMENSIONS ON STRGIGTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD EXTERIOR STUD SHEATHING ARCHTEGTURAL DRAWING ,. WALL WITH SHEATHING S. REINFORCEMENT: FLOOR JOISTS A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO RE: PLAN ASTM GRADE G15. GRADE GO EXCEPT TIES. STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION AGIS. GRADE 40. 0. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED I /� ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. (� / C. REINFORCEMENT PROTECTION: 3/4" = 1'-0 1. CONCRETE POURED AGAINST EARTH 3" 2X8 AT 2'-O" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" LADDERFRAMING 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2° WITH SIMPSON U 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4 i HANGER D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR ROOF SHEATHING ��`p�� ,• pro® AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE PERMITTED, GIRDER TRUSS WEB PACK • ; •. s,I� SHALL BE A MINIMUM OF 3G BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE / ;� • °' ALL BARS CONTINUOUS AROUND CORNERS. VERSA-LAM BEAM RE: PLAN _ • „• E. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-O PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS. SLABS. AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0 DIAGONALLY AT EACH CORNER. '. _ • F. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE 2X10 GONT. WITH INTERIOR BEARING s�®°o "'�• �°`�`s%�`,, SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. 1/2"(P X 10" ANCHOR / 1"1A1"L BLOCKING 5/4" = 1'-0 ""rrrrr��+++++• G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POST- BOLT AT 3'-0" WATERPROOFING TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY RE: ARCH. EXTERIOR STUD OVERFRAMING IN PROPER POSITION IN ACCORDANCE WITH ACI 518-77. FLOOR WALL WITH STUD WALL SHEATHING DOUBLE BLOCKING SHEATHING G. STRUCTURAL STEEL: EXTERIOR STUD A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A3G EXCEPT O SLAB-ON-GRADE WALL WITH PPE COLUMNS WHICH SHALL CONFORM TO ASTM AS3 AND TUBE COLUMNS TO RE. ON 4" GRAVEL BASE SHEATHING \ (/J O O ASTM ASOO, GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND PLAN tY N cV MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. RE: PLAN W 04 C4 ' B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE FLOOR SHEATHING U WITH LATEST PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION. ':O'�o•• p cr (� W 1 C. UNLESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS 10— I '•°it Z WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH FLOOR JOISTS SPLICE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN RE: PLAN CONTINUOUS — O Q BEAM AND SPAN. BLOCKING D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS THAN 3/16" CONTINUOUS (2)-#5 CONTINUOUS _ 1/2" TREATED PLYWOOD I- Z M N SHEATHING BELOW — 3 m � FILLET UNLESS OTHERWISE NOTED. #S AT 1'-O" TOP OF SLAB U Z l� W z ° E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING VERTICAL I HEADER BEAM PREFABRICATED f— 'Q m SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS Dl.l. #S AT 1'-4" RE• PLAN TRUSS 7. NON-SHRINK GROUT• HORIZONTAL ) RE: PLAN (HANGERS = m 8Y MANUFACTURER) FLOOR JOISTS ., o �y RE: PLAN U U o A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS• `/J/ W N > c 1. BETWEEN STEEL COLUMN BASES AND FOOTINGS. fY 3/4" = l'-O Q m 0 °> 8. WOOD: m Q U N A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY z W v °o WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING 1-• 041 Ln u� GODS AS FOLLOWS: _ 14 x 2" THICK - 4" WIDE STUD fb = 800 Psi Q Ix 0 °o m° 2" THICK - 6" WIDER NO. 2 fb = 1250 si 3" THICK - G" WIDER NO. 1 fb = 1350 Pai T I o I I J Q NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO 2 1/2" ,' 2 1/2" f I I Q ALLOWABLE STRESS INCREASES. - 3/4" = 1'-O EEE 0 PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD JOISTS AND 2X INTERIOR BEARING Z STUD WALL SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS — INTERIOR BE=ARING O WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE NOTED ° BLOCKING / STUD WALL U —FLOOR SHEATHING / FLOOR SHEATHING —FLOOR JOISTS / ---FLOOR JO13T5 SIMPSON U \ RE: PLAN 15IMPSON U / RE: PLAN HANGERS j \ HANGERS / / Q m i (INVERTED) /� i (INVERTED) / tV ' 4" S.O.G. WITH W.W.F. �\ #5 AT 2'-O" X G" MATCH VERT. REINF. II SIDES ALTERNATE _____________ 2 X 4 KEYWAY (TYPICAL) o / V L BEAM \' V.L BEAM - �• �o° °o o o••0 RE.• PLAN RE: PLAN BLOCKING e III_ \ VERSA-LAM BEAM RE PLAN WITH 3 IIII EXTERIOR BEARING - 15IMPSON U HANGERS EXTERIOR E3EARING WEB O c STUD WALL � STUD WALL BLOCKING ULj IIII (2)-#S CONTINUOUS WEB BLOCKING a RE- PLAN - 11 �EC-,/ ION o 5 EE C-.,, 0 5 C; Z I LAJ �O� m W I 1 i Lo 01 J UL w,n a SCALE: 1" = 30' N 55 020'377„ 168-231 N I 81.75, i=15 33'08" R=414.37' i L=112.48' 51013908" E 273.5o;3.50' �`- 61 2' LC=112.13' ' `— -- 45.2' L-13 2' CB=N 58°59'42" E 84.42' 26 9 7 1 CN N co (ARC) 224 N 011 07 BUILDING An -01 0 o (FOUNDATION ONLY) ° 270 1°6 ` \. 660 � t 27 0 � 46' ° \ 6Ai I 3 5 - 120 �\ 6p 10 BUILDING C3 W° N 0 — o� ° 2 1 9 07w 34 °69 ' 'I470 MAIN RIDGE to I i7 ELEV = 8019 3' +` 2 12C 0 0 106 \� 17 1200 M 100 i. o OD I 2s 0 A 1 23 5' ° 120 280 1 ° NOTICE: 1 According to Colorado aw yo st commence any legal action based BUILDING C2 —0 --- upon any defect In this survey hin three years after you first (UN)ER COD:STRUCT70N) MAIN RIDGE a A discover such defect In no eve may any action based_upon any ELEV o sot, 3' defect in this survey be commenced more than ten years from the date of the certification shown hereon. Z 0 ?00 + 23 4, -+P d- ° °° 120 ° 0 ' ° C) ?0° SO ° The sole purpose of this exhibit is to show the location and dimensions of Ull ° s° ° o buildings Al & B3 within Parcel B W (0 (FOUNDATION ONLY) S°p ° 1 44 j AREA UNDER 10 0 300' CONSTRUCTpN O ?SO ov ? ° 40 0 o `SO 1 4 I ° N I hereby certify that this Exhibit was prepared for The Town of Vail .�1. MAIN RIDGE a J that it is not a land survey plat or improvement survey plat, and that it is BELEV = solar Y P P Y P :P I N o 4 (® �o mprovementel relied upon for the establishment of fence, building or other future CO 20 s4 ° 400 1 further certify that the improvements shown hereon on said parcel on PARCEL A 40" �o a this date,12/18/96 , except utility connections, are entirely within the 1 60 O boundaries of the parcel, except as shown OD ° � � \� ^•� �� (VAIL COMMONS CONDOMINIUMS) PARCEL B 40 BUILDING C1 (UNDER CONSTRUCTION) l Date. 4 Samuel H. Ecker = -° : 3030 m `= (VAIL COMMONS RESIDENTIAL CONDOMINIUMS) ° Colorado P L S 30c , 4 i o ti r 30 N /f�`�r�Ni�ll F `°°i�` I � V co c� 4 0 ! 1 4' CANT t 4 s 253, t i 0 RIDGE LEV-8002 4' I 140 tin' �1�0x1, 0 CANT 0 0 8' CANT ry 40 RIDGE � � / ELEV=60036' 66 -14 BUILDING Al TWO STORY WOOD FRAME 7 Nns �10 x110 CANT FOUR UNIT STRUCTURE 4 0 o v (UNDER CONSTRUCTION) a0 f o 10 RIDGE � / 0 8' CANT ° S 46°57'50" W - 166.00' 1=03°24'52" ELEV-80052' 60 -14 I � , R=5910.00' 6) �1 ox„ o CANT W L=352.20' oti I ;o T=176.15' 4° RIDE 60 (ID LC=352.14' �0 2s 5' ELEV-8006 6' i0 20' BUILDING SETBACK LINE CB=N 45°38'54" E - ipx11 6 CANT °« „ r - - -- - - -- -- -- _. o?-- 24 1 s ,� �,Y�� •x L 2 Ox 11 5 CANT 70.54' y t JAN 3 1 S 43 056'28" W — 339.29' 06111 1. LOCH,I EXHIBIT La+Jn VAIL COMMONS DRAWING DATE 12/20/961 BUILDINGS Al & B3 DRAWN BY. �1tc LAW TOWN OF VAIL 1000 lion's Ridge loop, Suite 3-8, Vol, CO 81657 (970)476-8644 EAGLE COUNTY COLORADO JOB No. 259 ®a�ea� sass