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Vail Village Filing 1 Block 7 Lot 32.PDF
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" ti `� - �"��� , � I��� + + � + + , R� Address Marker _ � ' '- � � � � � � � � � � � ti �J , h�� � - ., I I � — ' � � i' + c,u,� ��:w � � � �i'r' , � i > unihi�i� mcunl�d maiaiqin � ; � � �� ° � /�ii . � � . ; i � . . �. . ;� � _J, � . / . : , � �. � � , �� j , � � � , M V n' � —��� � , _ - � �'otenHal Walk�ca�' tn �{ � � �'�I � � � � i Beacer I�am Kuad ', '' -I ' ,-� „ �� Pro osed i � '� � � � �� � �,,-' � - ., P � � � , ; � � + ��� �` � _ , i �y' i � --� . � � �,,�,,,,r� � ,�,"�,�, s Y ,�\ Residence � � ``� , . ,,,,,o � I �'I � � - , ' � ': ,,� �� ,� . ' % � � �- � � �� + � ``�a �� � � �' � � � � � + + � , � , � 1 �,�:. o { � � � � � 1 � � 2'- 0 (;racel strip �vith metal ,/ j � i , � I � � . � � � � � + edging and filter fabric under ��! d' � � �o,� � . � � � � � + ; i� �� � layment. x�ti . ' � ,' �' � ' . � ,�, � _ .-�`"Colurndn Itul( jznd.[unr qn� , �. � � �� . � . :�� . � . �� � � , �f � � ; ' " . . . , ' , � � h.. . '.T .T� � � mnldencerstunem i - � tread � . � � � � . -z� � ' � � � � ' '� �Y � � 1J� r " tif l . . + , i meah b�ddlnµ � �i -r�—Y h " / , ' . � �� N �tive�G �a�s � . , � _ •�• � �� � , � i 1 �= -- Q °� /i ' l / .." '�*� . . . . . . , , � - . � i � , � � .v: � . . . / " � �� . � � �� � � ,�� � � ��� t ` - '� � - ' � � � � � � )'� � � � ^'2� ��/J � / �� �"� 1�rr�' �� . —� '';, ,, , � � o � , � � � , � � �- � � �� � � � � r � - � „ �� ;_ � ; � � � �. r --� : -,� � . � , �,:. �. i' � � x � t� , � � � � . . � � � ' �+ � �� . � . � .,., , i �. : /�i�,�'� . NorHt Scdl�' = 10._ �.. I • . � � �Conceete Slab _.} %�,nn i � �� - � � � , + � �'j-t� � � . , ,/ . . � � _ � � �L,t � � . ; � , . . � , � , t i ' . �� , O v � Compzcted tiub};rade � � I . ' a _ , . . ' ; � I . � � _ 'L$ . y� � i � J � � / . � / . . ��" 2-3' Botdder � �; ti � J,`�'�;'�� T r� � � 1 �' , o 101 3'�i a_s_1__Ste_p Detail "<;� � � . � . . � _,;,,t� �; � Slope � 1 : 1 r., N.T.S. �, � � . � . � ' � . � , ' . ,�� � F�ini>hGradc . �. - - - - . _ "�- � � � / � — U , � .�i � . . � . . . - - - i - i � "�- � i � ' ' � ' . . . / -�l�,i� l — '' ' _ - _ �.. .. . , . � o . � ' � � � � � � . .� �,y��� � f�jk.il�7 - � ... j " � oq � � � . o . � � / TA/, 'I III _i �. , 8 '-r . 2 ��. . _ � � � � � �. . + �� � _ C . i � �. ,,. r.,,,,...� . . , i 8 . � �; . � � � � ' '�,� � . , . , , � "`�G � I � . . , . �� , � i _ _ . . . ` . . . '� � u . . � . � . � �� +� Giacel ISackfill '�° s� � - I = / o - 1 I / - _ �� _ � �' � � �tat�\ � ra55 \ + � � � / � "��II i i - �'� hff�a-PI � - , . . � / �� - ' _ I _ I - II�I L � ul � ,� � �-- E F � _ � �/ + ' , �, � � � � � � , �''!�n 03 � i4°= � �- u° yp.� � � rNatural Drainagewaly : I u�„ I � � � � �� � � ��w � .,- o � �� � . 1 � � ' I Plant Key ' � ! � � Potential Water Feature � � � � i � i �- � ---� � � : , i o� . ' � �� i � � � � � . � \ - ' � r � x lri�� a C�dorado Buri °� �� � �� � � � � I , ' � � I . � � I � , `^'" � � Ill . COITlTTIOIl Nc1TTlE' SC12rit1fIC NHIl72 SIZE' � . . . . . , ., iand.tune Vrp. '__ "_ _ ' } ' , I � ' I . � � / ` , � . � � i S � I . � L � ' Bd din melo �t � V'" - 1"' . I � , ' � � ' � � --I --`--�—r - � - - � + � � ' � � � �� �� Ci,lnradu Blur tiF�ruce Pia•.i pun�em As Shu�vn , � , ,, � . � � . �� �� I ��, � _ , �,.,.' �,�� � 1 �G StE'D �efdll � I � ; � � . � ( ry�y� > f lupa Crabnpple Nalus sp '_.5" 0 j � � S. I I S _ � ,. i _ . I . ' I . � 1 � � �, � Luakin}; Aspen PuF�tilus Vemtd�iides '_.i - 7.11" cal. I �, - <d. � :� � � . I . � Pr perh� �Line . � 1 � � '/ TT • • ~ � � . „ . . . , � _ _ _ ' Rcdt�ci}; U��};��'n� �d Cnrnus st�ilonitcr. ' L3alc�- " 5 g.l . 11 , � � � � - - � � - � TOWN OF VA!L aa� � , � ' ' � Chinrsc Lilac g��rin�;a � chinensi. 4' IE�$IGN REVI�VV o S IAFF APPROVAL ��, �:� . tia.l.aluon tii�r��irebrrr�� Amrl,inchicr alnitulia li�kl3 � � L i � R� ¢p�l � DF,T�:' m,"",,, STAFF l3 w General Notes and Specifications � - � ��� ��C"����'�� ���"t• I>","� n,���'�� (� „nA m.e . Loc.�t'�an nl all Irrc. .h.ill t�r .laAod and .�ppruccd I�c Lmdx.tpv .\r�hilril prinr tu lin. I m, l,�llalii�n. ! � ' \ li I lu:i��r,l . r.i l er 1� � f � did mth lown o( \'ail rrcummrnJcJ nalnv .i�ed mn. . . - _. t�.iil pl,�cemrnt dnd .hapi• ot plan��nK brd. yh,dl be rene�ced hc Imdxapr Ard�iiut p� o � lo lindl in.tallali��n. � . � I. .I .r��l� ,v a. . � I'. r �, r � �� \iira- li lill� i lal,n� . O FTUC�ie� SFilrea $F�irdel �l}�umcl 'I �ue��e�ll � � t;it�. IU . � . \ rrii� locatiun> ui .�II ,rrlinent r�i.tin}� +ilr imprnn�nn�nls and ulilihr. alread� inclalleJ � �iur lu convnrncin�; planlin�; �r��r6. II arn C. \ II nr�� h ��lanlr.t .hrul,. ,�nd Irr�•. .hall reerni� Jry+ u'rigalion.. .ill prrennial areas shall rcieice .prac irrigatiun �cilh IIII7^� F � Lm isea m :\rdirrd tur instrudion+ �riarto rnmmencin � m i�rla � ihu .� .lt�in .hall l�c eulum,�lii . Trm •�n'dn' InigaUun .hdil be prouJed lo all rt�� e�;rlaled and ��'ildllmcrr area. tor a _ pul ul thi- pl�n cannul hr implcmcntrd duc tu .ltc cunJilium, runWi t thi . � F 4 h I I ' � ��, �r�_ - miniinumot30dac.. �hrrrailerredurr �+ aicring �;raduallc � IcKa�'. �Nhile Pirientilla Potentilln trulicosa ' �4cKd�'� 1Vhite" '+ hal. -l. PIaN yuanlrties on plan lakr precedence o� e� �� ritl n pi mlili •s. t '.. Uulih all . n n v i � � �ith i" ul ytra�c . " ' . Ali �n and e. ualh' s are .�ll .hrub. and hrnund iucen �o dcsignalyd pur Ihrse 19ans and rnle.. li. It .h.�ll be thi I.and.c�pe l� mtr.�ctor'. re.ponsihilih� lo cnnlorm lo dll de>ign rntri ia a. no(ed nn the dre�eingv ur Ia hni�al ' �, �� . ' . b 1 P . . b. Fuur mil. sleel yd4in�, .hall be in.�lalled brhveen nll �;ra+� area. and planlin�; l.i•d+. � vc�iicatiuns. 4m du.repaniii., delelicn_ addilions. or alleralion� to the dr.iH'i�gs or specilin�tiuns shall be prrscnleJ nn wri[ing to ��1aec� PtietlRid�S 1 �;1� � . . All +Iznling hrds �hall rru�i� e 3" hard�cood bark muldr, ali hiaba�cous I,ed, shall rrei� e ?" linrlc shreddod hardwuuJ bark midch. Ihe prujed I. ind.cdpr Ard�ilecl prior to m.tallition. 4 tl. .AII :As �en trre. .hall hi� tield cnlieclyd, h0",� +hall he mulli-truncl.ed: and .�II .hall �d:r laleral brand�in}� in the upper '_ ; ; ul !he trei. I �. Land.cape ( �ontraclur <hall .uhinit Ihe e'ompam'. �.'riUen dik'ument regardinh il's policv in plant guarantee and replacemenl lu lhe . 1 v. Gradr. .ho�c�i in lhe Iand.�.pu arran are lini.h grades, induding {° ��I lup.ull in law i arras and 4" ol lup,uil in planling uea.. u�� n�•r Larh guaranfre shall � unform t�� thr nuninwm sland.ird ul rrpl�cin� all matenal ineluding labur due lu tl�e +Icknrss ur dez[h ui a planl lur Ih�• penud uf one � edr (ulluvcinA Gnal a<crplante. _ _ ' _ _ _ _ �—_- - ' � '�,�,b ,� 1 I "� p � _ , � � �' � ' I � V c°� o �� � � � i 1 a c� r 1 I � TIM�ER �LL ;i � r � � SE TION OR�AIN Im w � � � � I � � � � � ry � j � I � 1 I I � � NEW BQULDER WALLS (2) ��'' � LL � i I � � I TOBEffNGWEERED L / � � � 1 I 1 I I I I 11 / I � � � � � j I W�ICA ES TREE�S j O � I � I� � � TO BE �EMOVEL� I � ry 1 O Q jSET��PIN 8 �AP PICAL) i � �o I I � /ry i� � � • as � � ��L5�265981 i m � � � i � ,�OT 30 i � ' � ' ' � � •�'• � POINT {1P LAVOUT i � � � % / / � � � / C � / II � �..J,.�, I � j � l i l l / � / '' � � Y . j � o aa i „t�..� � � � I i i / � i� � I Cl 1 i i l � i i % �� �i I� � ��"'•�.. � r i r i i � ( _ _� , � � O ii ° '�7 i � � � �`� , � � � �� �� � �� ;3o a , � � *• , ; ; ; r , , _ , � x � , / , � � � N I �S � 26 I 2A 2 � � I / / I � Q � � �� � � � N u 1 i i � � � � �� _ i � i r .�,� � G� � � � m i i ��„� i � C � o ; „ � � � , , , y--�- , � , , � i �� i �I + o � � � � r '���.:�°,2�� E _� i i ���� 1 � �� i LOT31 � U � NEW 4'-0" � / a I I � I / � v. 5.52� / 1 � I : �O CONCRETEPAN i I � I i I ml I � � � � i I I ��' �.. 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' 3 i � i '6tl� ed6emwmiedm6e � wmit (a, um INV. ELEV.: 8237.1 � i � l � � I � ' -�_ , I I I 1 � i � I I Q � I / � � � A' �a � ���a /�� t ' / l I / i l 1 I I / ) , �{- ' _ _ �F/ i i i � i / � �i � �eyoftleqwi�iomoflh4mdeQd a1hnONNemdlhe � • \ V RIMELEV.' 82432 / � l l / l / l I I � � l I I I ri ' - - � _ � I I I I I 1 � /// � ' _E. _ _ ' � \ � / � � / i ��.� �%' joY6tMa. / , ' / / / � � � � � � I _ I � � � /In II � �I\� i l � � ll`� � i . i �d'i a�am �.eauhuNymviWnea�sodMepoNYmadroi� / 1 STRE.F�v1 � .!� � \ i mdeaahradimovsdWe 'ivitlioim �eothenlid. Mi � � l �Ny� P/N � � r � I � l I � I 1' - - � I I � I 1 I � � \\1���I II I ' / / /�� I I � \ � 1 I � ' �\ // /� �/ i / , �\�� '� i�f�`� i ilr iseumce d a P�1 Mxd oe vhm. epedQrxlmt md alhR d�u �0 � / � � I� �-�.�' BROKEN � i � i � � i � i i r �- ! i � � i i � �\ � 1 I I /� i 1 i � i i � ` . . q` s /� . M .� �/iST I L _ I I � � � I �/ I l I / l \� / �/ / �� � /�/' B. �W�f �he00I1CYaed � / / � P IC I � I � l I I I 1 �� ' - \ � � � I I 1 I � i� � /� emm�inaaidplms, s�prnfiwuan�sm�d 1aher�d.w,�rmfmm ',I�■ / A r•.�.`AP � I I I I I 1 � I - -I_ _ ��1� I .�. I � / � I � - �po \ � � � � � � y Wuatfaubcin rartiedanNereunderwheninvio�lioe�pp� — � � I � � I I � I � � I 1 I , �/ � 1 /� l� � I I � �-� 08� I � ` � i � O 8 �I / � � � � � � I I 1 � � � � I i i � i _ . � r..�i � I � _ I I � � � I I I �' �' J I I % Y � � I � / L462.30 / �`�` / � � � � _ O�' anYahroNinancce�fthisjun'S�inion /�/; � iv"wil O( lula � � � i i � i _ 7' - i i i� � � � a=asz. ' / T / ' '-- . ' = ( � /A� / / ' yy aoi 1 � � l �. � iY i � .._ . C/ � lL � ( � ` { / .. � P 4 � O � / I i � I � / / � . F. °= � ^, ° 7 -�'�.�.` r � i 1 i � i I � ' �- _ _ � � # � � � � /�C=62� i / �/ � i i �i i � Q� INITIALS: DATE: M � , � i � � � .3 � —, � - - � � , G ,��=��,�za ,� i , � , , „ , �, � �: ° � le ,� C����i � j '� � I � ��"��A k � � I I I 2 � � � i � � � � � � i `•� � / �'/q � �� � EE C��IeLCTaIAtS MT�9CH£.IJ � S�z'z'o.00••�. ' I ' ' ��' i � �' ; � 1 ' I� / / i � � ' ,� , �,� �� , l/�#' L�lyi��' /ip� REVEGETATION NOTES: P�q�}-O�I?Z j � 73�� �8 "•+.,� �• I �� 'I� �� � i \\�l � � � / �� / � � � � � � / / �� �� Lµ,HT �`� 1 . One application of di-ammonium phosphate ferLilzer, 1 8-46-0 shall be � + � �J� � �'ti. � I i \ I � ♦ � � / �I i � � � � / / � � � � / / � � broadwst prior to seeding. The rate of applica[ion shall be l -H Ibs per 1000 s.f. � � ~•ti..��.� // \ �`l� � I /'/. I / l I / l l l / 4,Jt � ' � //q /� I � � �I\U� � i \�� %.� / � � � i i i � � i i i p•�`� n � I / ,I� � !(�� 9 v 9 y 1 f y � 2. All seed sown and fertilzed areas are Co be li htl raked into soil and enerall `�..� y Q I � i � l l / � � / / /��` / l ��i/ � moi5tened. >� 4 / � � � l l / � � / l a / / y For LanQscape Plan - see Planting a Landacape Plan '•�. _ % , � ' ' ' � � ' � �A � � O � '�.`� � � � / � � � � � _ � 3. All AISCUYbCd 3fCe5 COYCGCiVC 110[NE QY255 CYCeLlli211C Sh211 b¢ Y2VE9EC2CCG btJ LOT 33 �'� � jj � � l l � � / i / - i � � sowing the following seed mixWre at a rate of 421b5. per acre: � � by Fieldscape, Inc. DateQ 6 / 1 / 99 . � i s1. i i � � � i i i i� � v �onr+ancnarsmootnerome � r � �• ��\�! � / I / � � � � � � 30% Linn Perennial Rye � �'i l� dl� �f i i / � � � � �� r! \ �\a� �o% Kentuckey 3 i Feswe � / FNDPLAINNS � � � / � / j ��/IIII�l� t0% Po[omacOrchardGress Q Topographic information provided by Eagle Valley Surveying, Inc. � REBAR ; � � ' � ' � � , o% r�mocny Job No. 802, dated Nov. 2, 1 998 j � r � � � � � 10% SheepFescue � � / � � � � � � 4. All areas to receive wilGflower seeQing shall be con5istent with like 5pec'�.es of native � � � � � I � � mountaln wlldflowers. All wilQflower seeGing appllcations shall be applleG per suppllers � EXTERIOR LIGHTING: % � � i � i i � � recammended raGes and cultural information. � p a SITE PLAN - � - ? � To be determined er T.O.V. re uirements; � � � ! ' ' o � This property is allowed 24 exterior lighte (Max.J � � � ' � — NORTH LEGftL DESGRIPTION : � Lot 32, Block � , VV 1 Vail, Golorado � - \ - � ' _ • � � U N ti _ - a � � , - � � � GEN�RA�L 1�tOTES: • ° " _ d � � ` - 1.f4LL DIMEN510N5 ARE TO FAGE Of WOOD OR GONGRETE 2.ALL EXTERIOR WALLS,4RE 2X6 FRAME GONSTRUGTIOhI,UNLE55 NOTED OTHERWISE � 3 ALL INTERIOR WALLS ARE �X4 FRAME GONSTRUGTION,UNLE55 NOTED OTHERYVISE � 4.ALL PLUMBING WALL5 ARE 2X6 FZAME GONSTRUGTIOhI,UNLE555 NOTED OTHERWISE � 5 ALL FINISH FLOOR ELEVRTIONS(f F E)ARE TO FAGE OF GONGRETE TOPPING _ L Q OR GONGRETE 5LA6. 6.ftLL INTERIOR YVALLS HAVE TO BE 5/8"TYPE'X'GYP.BOARD FINISH WALLS WALLS AND GEILINf�OF GARAGE 1'O HAVE 5/8"TYPE'X'GYP BORRD FOR 1-HOUR FIRE SEPAR/4TION TO RE5IDENGE. '1 ALL BATHROOMS ARE TO BE VE1lTED TO THE EXTERIOR WITFI A FAN AIVD DUGT Y 5Y5TEM TO PROVIDE FIVE AIR GW41JGE5 PER FIOUR(MINIMUM) = 8 ALL 11VTERIOR DOOR OPENINGS PRE TO BE GENTEIZE�IN WALL FAGE OR 3"(MIN.J � � FROM WALL FAGE,UNLE55 NOTED OTHERWISE 9.PLUMBITJG AhtD ELEGTRIGAL TO EE INSTALLED PER GODES IN FORGE AT TIME _ ° -" OF GONSTRUGTION. 'a > ti " � 1 O PROVIDE INSUL�TION A5 FOLLQWS � ` co A EXTERIOR WALLS R-1 9 (6") 6 FLOORS(TO THE EXTERIOR) R_3d�9�� � � G RDOF5/GEILINGS(TO EXTERIOR) - R-48(BLOWN IN) � p WALLS BETWEEN BEDROOMSi OTHER SPAGES R-1 1 (3 1/2") � U � (50UND ATTENUATION BATTS) � L 1 1 VERIFY WITF1 OWNER ADDITIONAL WALLS(INTERIOR)TO REGEIVE SOUND � o ATTENUATION BRTTS o 12 RESIDEIJGE(GROUP R-3)AND GARAGE fGROUP M)TO GOMPLY WITH 1 9 9'7 UBG O � U � — REGULATIONS � N � 9 1'-1 1 ���• 'i'-6` 4�-O' '1'-6' 15'-5 �i� '1'-6" '1'-O" 13'-O' 30'-O" . �J O ° � ��� � a � y E � ° �'° � -t� V . � Q � a � _ � �D G ��b e� a_°_' G��� . i � H � (� i � i TILED SHOWER _1 1 -� � '�S ,.` _ _ I -13 � -13 I I I -1 WALLS � � � ' m o � � � , � , , _� I • _ . „ .- _ a � • •.ers •'a R. " ' ` Y �.�+ ,�•-.'r )'.� !; rit;r" �t �- t' • •���. � � .i,' •�y •tt ►-•' ► I •� .� � .se W .�� tt' +t i •' a.� .i.,t • �:r' f�r. ��_�. � y' y: .L •�� t i� .t�� � �. .1. 1 • �� •, 1 •► � 7• 1 •I• f :.� �v + I I * �� '� • 1 ' / , � � � D P •�• , :: : o � � _ � .-~ 35, -� �r � � z � m � -� � I �, � �,• �I .� I ,' (�j ' � i � . �'r � �. I • 1 � �• m � ' j �9 ' . ''� . �R � ' � �! � : �. '. t� � � � � � I i' �' ' • `•v+ . . , .' ,`" ,• ' '� •� ` � S'. �r � .�.r� �y � L'r `� � i" M �'_Cj 1/2 w Cj'_3 1/7' S ���� • I , �� � • � �. � � � � � I I O . � I •. m �a \ j ' � _ ' y � � e � � � . .. � � f � � .: n � . m , . , ( �. � �f I ♦• � , ' 1 - �,, � � � � GrawlSpace ' ' � �'. ry �`' � ' � ..a ,� ~ 9 � � I ��, � �" . - Bath a n , i I 24�Grawlspace � 5 ' tn ' � Q �. I ry I n � AG e55 135' � ti ' Ul y, � ' ;� , � ; � � � � � � �:•:,. ;.- 'v � Game Room ': � "v , !'p�G - 3 � e_; , o `,• � � b . .. e r � s; . _., _ - _ . , i �� , .. _ �*, .� �- -f `�,, -• �, _ � t'• � F F E Z� ' � . .ti i��'��.�' � i�• .�ti� _ `� rT�: i T��*'� � �7'�` r.� f� .;�T��: T'.j"`;w ��� '.`T�`" y. += . v :.T'T'�: ts � i�w -'—TT'.•�: � T• �T. � .'!_'7�r' � Fi � ry � �1��Z� I 1 - _ i _ ; n . ° m Y ` 1 35' �' � 3 �i , � ' i 1'-'i" 5 �i�. 2 1'-b' 1'-3 ii� f� i � 4'-O" . - 2�_�• 3� � iis• 3 i�• 1 1'-b vr 2'-b" 19' O" 3 V2 5._3. ,_3. � • 1 1 t� � r u. � a..1 n n � 46 3 t�Z' � � � i t � V n FFE� ry � t �l' B G � � � I � " O in Hall Arched � � Wood P �� �t � � _�p ' B � � � I dl � open ng� � m Radin m 1"f,_�., ' � _ • -1 O N r. � ' I � O � I m - - - I � � l� �'� � I I .... ...,a....�.,;.. �.. ......u...�. ... ... ..,.w.....,... ..� - - � ry � _, � O i `� , � n i i �µ � K ' FFE , G¢nc; n Wood m , � �� . ' � GloSet ;LL � � � t'-4" 41 ; wa�l � = Ralling �� � A 4 I BUILT-IN � Q pt I I 43 ;� �W � � �inen � � � P � � � ,�-q s `� � 61ev� ' � � GABINET , , A-� : ^ , Bedroom 5 � � Q � ;� , '"`" � Landing ; �qu�� � m Landina� ; " 34 •' ; Q �U ct1 i!1 �O ---�--- • i � �a�� � a� g ii�• • 1'-O" � � O �p VANITY ;� I ( I I ��' � ------- 3 iiz• � i .0 g �i�• r � -n , 0 GAB.d �u • f g v�• � r> ti�• �_g t��• b'- g t�Z' 9'-O 18'-1 1 vs i � � � MIRROR \ i. t , � 3 ��� { 1 3'- ri2• � 2'-3 � ' 3'-2 5'-O' 3'- � � � V , O „ 3 iix 3 �ir 3 � � i � `� i � I I VANITY \ � 'I � �Uf � ,y ; e I c�g a �4 Elev. 3 `� , ''�' +, � � � � MIRROR � m ` � � � � Vestibule ry � � Bath ' � I � m ' - ` I in ROD!SHELF � Gloset �Patio (3)TAPEREDE ' � W !� r, � ' ' � � __________ : I WODD GOLUMNS � TILE 3 SIDES � ? Bedroom 4 Bath 4 � :► ELEV � ' � TUB TO GLG p��� ry " 38 GloSet �, ��°O� ; � . , �. I CO I I I ' o � 40 m � ' ______�_ ______ _ __________�________ _ ______� � , , � � , Bath 3 ' �. - ----- � - - � ( � , O �1< ( , ,/ I in t = open Below � � � � T. �.r � , _� 39 as Gloset , � �„ � � � � � , VANITY O . i GAB d •� r--------�------------- , i � _ 0 � � �� I � � � � � -r � 1 � � I � � STOHE GAP � � y I o ` MIRROR � � , TOHE G.4P � . , . . �. i � � � I � I Deck I � � �l . � L_'________—__!_____________J ( ' ' Vry ( � �(�,� ' � pa � I Line of � s � Y ' � � 5'-3 ���' 3'-8" b'-9" -6" �, i � � De�k Above � , � � � ,4R e TILE 3 51DE5 � _ , / O � I I �! D �.�' W I � �+7 TUB TO GLG '^ 3 ���� ry ` � � O TAPERED WOOD r � � GOLUMN(TYP) � I � �7 a � � �= � I � � � in ' � � � - i I � I � Bedroom 3 "' ' ' ' ' I � ry � . � I I � � , L______.__ ' I O �' / -----�---_—_J O WOOD RAILING STONE GAP D l � ~� � � W � � p I I d P05 5 � � � " �I� � a STOTJE C{AP I Q � � . I I I I m � . I I � i � � � m ' � � � � FUR OUT WALL N I �� I I � � � � , W , ( I OVE GONGRETE � � O � � � I � I -- � J � Iry � I AP RED ' I I , I I �� � WOO� GOLUMN � G LINE OF � �"� � G � � ; DEGK ABOVE ; -n � I -� � -13 -13 TAPERE � I ' I I I I IWOOD GOLUMN i � -------------------- � F ----------- i E i � � ' � -�� -�� N Q� 3/4• �ia• 10'-5 �is' 9'-9 ii�' S'-2" 10'-O' 10'-O' S'-O" � � 5'-3 t��• 6'-2 ��a• 1'-O tia• 3'-1 1 6'-1 O 4'-2" r' � 30'-2 �iz• � � 1 8'-b" 4'-7' 1 5'-O" 20'-3' 0 8'T'-1 1 ���• L P LA N � LO WER LEVE � Z � 1 ,9 5'7 S.F. Finished (Gross) 1 /4" = 1 '-O" o 0 � NORTH � ` � � �� - � . , , . ll , , / � �!!% I ' _ -�o.... +���s� s _— t — . r _ . x t+• r �"' ' v N ti _ �: � � - ,� � � - - a � � � � - :� ` L t ; - a . .. ..�. , . _. .. , , .. . . . . . ,� _ �. . � . _, : .. � _. , - .,, , . . • � L�. . r� �•.� ,�.'y�.`:. ,�.' �. . �- •. �..!� �,� : ��� ��• ♦�.^ . '�.��.N`��.►��7� ��.t� .�. s� • ^,y• '�' ,.`. s. ���.. . . •• '�. .w �i . . J N " tF _ ' ` i� t� + '� _ , w� • ■� `• , �' Y , - ,- , .�. Q .- � �• O ; �, ' . _ + I - � ��, � _ •�r s�; _ �''`, 'r` 'R i � ; f� _ '_ � - � C. o ("'D , � i. .� � ,C o � � o � � U` � 9 1'-1 1 �iz- ' � � � o ' � � 0 � U '7'-6" 4'-O' "i'-6" 15'-5 ��_• 'i'-6" "i'-O" 13'-O" 30'-O" � _ ' 9'-1 t v�' 3'-O ��r � � N � � � - ,^� E j p.a� `�.� � �j � �� �� � -� � � � ���, � `�y � / �\� � r0 `s � � i� �� ��� I� I I � � ��� ee'. � � i � , � � I , � Q i � / � TILED ITY ea y - / \ ' i H i G i i � P / /� � � 3 SIDES I NET I G ( �' d � ' -13 -1° -12 � / �� \ TUBTOGLG 3}�t ROR -11 � � � � �`j� � t 1 I I 1 � � , � � � , �b � i ` 3 ,.�• � �!S �,��,� . i i i i �� � ' � �/ / I �� /\ b_q 5 �ir 5'-3' � v�• 3'-4 3'-4" �i�• 1 O'- " � < � � M ,� � '►. �t. �,�"' i { i !�i ii' t ♦' .. '` .' I � / / / / / _ • -�_ . t w '..w _. ): � ..• � • � - �► - - � _ • � � � � t i .s. f �. 1 � t . � . I t .R t t t ! t � t R ♦ �•� 1 . � s � ' s^ . � /� � / ` .� � . ' ` �.' 'r. � �. , r .� i � �: - • ' ' f ry ► •s 1 2"GON�RETE .. ( ,�� i / � � , WALL d 3�1/2" ,t� •• 0 ry E •+ / Q �t/ �� � � / .•+ •�� e� • . . . � / � / j' ROD t SHELF O FURRIPIG� � - � r`,� � _ � �� � --` - _--------; :� �� � ' � // � � � // 1 �` -------- ----�--- -- - - - ------ I � � ( ' • � SINK /O O '�� TILE � ��� Q ° � GLOSET � .5 � ,�/� // / \ \\ /� / �,� GIO. REF � ' � �D 5►+OW R t '1 ► t a1 5Y5TE � • � � i / / ( ' I ` ` � � •� 'BENG „ � ct1 , � / \ \ / � ;p ! � r ., :.„ .• , +,,�. .. �: � , ; �.., . .�� � � i � i �. , � � 14 , � � r � 7. �� . .ir.� �� � , ,F �• ,�..• .� . � � � � / '� � ,', !� ry Gloset � i •; � � � F,�UE GHASE o Bath p ITGHEN -"" -I� i � •i � � i � .. � v �ABOVE ' �� 16 I ' GA61NET5 --- � i i , .�; - o , -- ------- ---- - 4 �,g , � � -. m -�- -,� . 0 � . ' r'_ � `/ �- � � .. . . . ... 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I ------�--i � / � � O � -------� �-� i i �-� � �/�� � � •` ' Vr � �--i � � `� � , �-, � V , � �-�_ Landing Game Room ; � I � ' Game Roo � O , I � 1 �'-2" O � � � � , J , Z m , o � Bedroom 6 Hail � N � I loset Q M ., Bedroom5 3 d 4 L _ � _ _ _ � 1 1'-4' i � � � Woa . � � > BUILDING SECTION B � , N � 1 /4,� _ � �_0,� � � � � O . � 1 ' � a� � � z � ' � � . ° o , _ � ` _ - , , _. l � • f1• .- � V v N ti T N � � � � � � O X � � � lL .ir � L Q • , � ' ` � , , •� � � Q. � . _ ' � � � > � , � � c0 Y � � y O 0 (`) m 3 �' ° 0 � �j U � N �' �O O�P ° � �J��i - O 3 ^ V ° m , V vs $ CG , a _ = y O � � _ �lb, � = � �`' - �!s `�G� B �. � e -10 A-9 A-4 -1 T O Rid e�Gara e � T O Ridge�Garage 5 5'-E" 5 5'-6" 12 . �b ` FASGIA BEYOND � TO Plate ' � 4 9'-'1" -------------------------------------------------------- 12 2 1 b� Q O � � . ' O T O Plate • 4 5'-9' _s O � r '� ' , 1� Garage Gara e Gara e Garage �..,_� 40'-6" 40'-b" L_.� ' _.' ' � �` L_, /�_ � �/1 �`\ ` � �� � ��� L_, �� , . �` L_, � O i ���� `-� � � � � 1Q 16 `\ ` , I.i. . . . , -� . , L_, � �� ♦ � �� L-, �� � ♦ � ` 1 \♦ � 1 1`�� L__.� - _ � �` L`.1 � � � '� �-� � W � �`` L_, �pt. Living ``�';,�_� � ' ,�pt. Living 1i A t.Livin Rpt Living � ' , O 2 8'-1 O" 2 8'-1 O" l ^ � . �"L � � � �t'� � p � - � � � 34 � � 0 O , � � O I � , � V � J ' Z m I ; oo O Game Room � W � � c� V Game Room Game Room Game Room � M � „�-�� -�-;,�-�� J C� I-- _ � W O Q � ' � J � � BUILDING SECTIt� N C � � � . � � . " _ �_ ,� BU �LDI NG SECTI � N D � �- 1 /4 1 O p � 1 /4„ � � ,_0,� t0 O a� .a � z �, � � • < < ° o . � , � , � 1 __ _ 1 _ � � � . � � � , � N n - � � � �- � � � - ,� � � * � - � , d � � � = � � L Q � ` _ � , N � , C �L - � Q O . _ _ 'a � ti > � , � � � Y � - C � O . O � �° r � V � 3 �, o 0 , ' 0 � U A B , � � = , , � N � A-9 -1 � B A l -1 O A-9 . i I P o �,,, �JJ',� ' ° ° �' y , , .� � ; o .= m � T.O.Elev � T O Elev � , 59-6' 53-b � � Q � Q i� ' � c � . \ i�/ �' ' J',�b, � � ��`' • �i �� , � � � , �!S ��G � / I � � . � � � � � � � C � 3� / � � � � � 6 � � � � � � � �� �' � � � ry � i / .`- // � 1 � _ lQ O . � I � MUd RD t11 Gara e Mud Roam 40'-b" 11 I 40'-6" � O O � . ry i � � �_ � I � ' 19 , _ � � . ' Entr /LanQm • Powder 33r6" • Terrace 33'-b" Entr /Landin Terrace � 3 3'-b" i � TerraGe , ry 8'GONGRETE �fving Area � ----- -- - - - Terrace � 31'-10 1/�" = FDN WALL 31'-10 1/�" � ---- ---- 31'-10 1/2" � � ------- � Landin A artment {____;___ � 2 8'-1 O" 2 8'-1 O" i O ` I � i / 12"GONGRETE � FDN WALL � � Deck Bedroom 2 O 36 . Laundry I Hall Linen Dressing Bedroom � Deck e eQroom � Master Bedroom Master Bedroom � Master BeQroom Mast r B � � 21'-10" 21'-10" 21'-10' -------1- -- 21'-10" O �-- --------- - --- --- - � � O . GIo. -- ------ - � � Landin Game Room � 1 l'-�" t"1'-�" - —-- ---- � . � � � O - � o �ow � � Bedroom 4 Gloset Bath Bedroom 4 Z � 5pace a O � Bedroom5 4 Bedroom5 3 t 4 1 1'-4" 1 1'-4" B;d�oms 3 d 4 B 1:4 oms d ■ ■ � � W N C.� � M ., "' J � F- � W O Q � J � BUILDING SECTION E � � ,4�� � � �-��� BUILDING SECTIDN F � N � , � _ , . . . .. � o � � � 0 � .� � Z � � � . � o . � � . � � . � , , f , � • , . � � � � N ti � , i a � � ` � � � � ' ' a � � � . j � _ ' � Q . . y _ _ - •— .�C - a - o . � � _ � � � > .` � , � � � c � o . O v � . 3 �' ° 0 O c� � V� N > � '�J B A A g P' M �� -,o A-9 ' �,-9 -� v ��° � %S o ' V : m ` � ��Z � Q � � y Q � � a . �b � � ��y .!s ��G TRU55 SYSTEM : n i � i i . � � n � � i T O Plate � � � Q 40'-9 1/2" n � • ' � � � m O � � � � � 9 - � . ry � _ � \ . ry \ { O Bar Beyond � dp , , O iA Dining Kitchen Livin � � L.(vin Area Livin Area Livin Area g Livin Area � Patio 3 '-1 O / " — ^ — — - - � 3 1'-1 O 1/2" 3 1'-1 O 1/�' 3 1'-1 O 1/�" ° 3 1'-b" O �� � � � � � � 1 � , '_ ry r " " � Master = f Bath ° e; a, W � . � � Gloset Hall • O 5tudy Deck Master Bedroom Master N � MaSter Bedroom MaSter Bedroom � Master BeQroom Bath ' Master 6edroom � � O 21'-10' 21 -10 � 21'-10' 21 -10 � Grawis ace I � � � p � � 0 0 4C0 � I � 48 4Q 1 U � W � t J O , � V � = ' J ° z m � � , . � Hal( W N C� Bedroom 4 Deck i Bath 6 GI set M � BeQrooms 3 d 4 � Bedrooms 3 a 4 f � 6edrooms 3 a 4 Bedrooms 3 a 4 � � 11'-4' f 11'-4" � 11'-4" 11'-4" � � i � � � O � � J � _ � � , BUILDING SECTI4N G N � „ , „ BUILDING SECTION H � � 1 /4 s � -Q O . . 1 /4" = 1 '-O" 0 � a� � . � , z � , � � . ° o � , � � � r \ f'• � � • _ v N ti �. . N cfl CO � , � � � � ' � � lL . �M�+ • ._ Y�lI1�1I701�1 SG� �I7UL.� I700�' SG� �I�U�� a � . . � i�10. OPER,4TION MFR. NO. R.O. WIDTH R.O. HGT. MA�TERI�L GLA�55 REMARKS NO. LOG�TION WIDTH HEIGHT THK. TYPE GL�455 MA�TERI,�L FIN15H REMARKS v� . � a 1 AWNING 3030 3'-O 1/�" 3'-O 1 /2" GLAD 1 G�Rr4GE 3'-O" 8'-O" 1 3/4" 5 T WOOD STA�IN .�C � n i u � n � u u ' _ 2 AWNING 3030 3-O 1/2 3-O 1/2 GLAD 2 GARAGE 9 -O 8-O 2 1/4 O.H. INSULA�TED W/ WOOD VENEER � � 3 ,4WNING �020 2�-O 1/2" �'-O 1/2H GL,4D � � 3 GAR�GE 9;-O;� 8�-O�� 2 1/4�� O.H. INSULATED W/ WOOD YENEER = 4 FIXED SPEGIAL 6-O 1 /2 4-O 1 /� WOOD 6-O RADIUS TOP 4 GP�RAGE 9 -O 8-O 2 1/4 O.H. INSUL?�TED W/ WOOD VENEER 5 FRENGH 5Y`lING 2868L �'-9" 6'-S 1/2" GL�D T IN SWING 5 GARAGE 3'-O" 8'-O" 1 3/4" 5 20 MIN. W/ GLOSER = > � 6 AWNING 2626 2'-6 1/2" 2'-6 1/2" 6 MUD ROOM 2'-6" 8'-O" 1 3/4" 5 o T- � 'T FRENGH 5WING �S68L �'-9" 6'-S 1/2" T IN SWING 'i MUD ROOM/ ELEV. 2'-6" 6'-S° 1 3/4" 5 �O MIN. W/ GL05ER � � o 8 G/�5EMENT 2634-2 5'-O 1/�" 3'-4 1/2" 8 ENTRY / ELE1/. �'-b" 6'-8" 1 3/4" 5 O V � 9 G�SEMENT 2634-2 5'-O 1/2" 3'-4 1/2" 9 POWDER ROOM 2'-6" 6'-8" 1 3/4" 5 � � `o , ,� � ,. , „ � ,� u o 0 1 O FIXED/,hWNING 6850/3420-2 6�8 1/2a �-O 1 /2�� T 1 O ENTRY 3,-bu 8-ON 2 1 /4 5 WITH � SIDE LITES � � U � 1 1 FIXED/aWNING 6850/3420-2 6-8 1/2 �-O 1 /2 T 1 1 ENTRY GLOSET 2-6 8-O 1 3/4 5 = � _ 1 2 FIXED/P.WNING 6850/34�0-2 6'-8 1/2" �'-O 1/2" T - 1 � KITGHEN 3'-O" 8'-O" P V) N > 1 3 F I X E D S P E G I,4 L 6-8 1/2 VA�R I E S 6/ 1 2 WITH 1 1/2" MUNTIN 1 3 MEGH. EQUIP. 3'-O" 8'-O" 5 1 4 FIXED/AWNING 6850/3420-2 6-S 1/2 "i-O 1/2 T 1 4 A.PT. LI1/ING 2'-6" 8'-O" 5 1 5 FIX D SPEGIAL 6-8 1/2 VARIES " 1 5 APT. LIVING �'-6" S'-O" 5 1 6 FRENGH SWING 5480 A�/I 5'-4 1/�" 8'-O 1/2" T 1 6 �4PT. BATH 2'-4" 8'-O" 5 1 � FIXED 5446 5'-4 1/2" 4'-6 1/2" 1 � APT SEDROOM �'-6" 8'-O" S 1 8 DOUBLE HUNG �850 2'_8 1/2" 5'-O 1/2" 1 8 ?�PT. BEDROOM 4'- 1 O" 8'-O" BP PP.IR 2'-6" DOORS �,, �`��� 1 q FIXED 2846 2' 8 1 /2" 4'-6 1/2" 1 9 LANDING GLOSET 2'-O" 6'-8" S � 3° = y � N � �� � �� � �� ^ 20 DOUBLE HUNG 3450-2 6-8 1/2 5-O 1 /� 20 ELEVATOR 2-6 6-8 5 20 MIN. W/ GL05ER o o m V ' 2 1 FIXED SPEGIAL 6'-8 1/2" VARIES 6/ 1 2 WITH 1 1 /2" MUNTIN 2 1 ELEVA�TOR 2'-6" 6'-8" 5 20 MIN. W/ GL05ER �' � Q _ 2� DOUBLE HUNG 3450-� b'-S 1 /2" 5'-O 1/2" 6/ 1 2 WITH 1 1 /�" MUIVTIN �2 BEDROOM � 2'-6" 8'-O" 5 23' FIXED SPEGIAL b'-8 1/2" 1/,4RIE5 6/1 2 WITH 1 1/2" MUNTIN 23 B,4TH 2/DRE551NG 2'-4" 8'-O° P ^ � �4 _ � �� � N � n � �� aa . 24 DOUBLE HUNG �850 2-8 1/2,� 5-O 1/2�. �4 GLOSET ��-4N 8-O� 5 � � � `j 25 FlXED 2846 �-8 1/2 4-6 1/2 25 BATH 2 �-4 8'-O 5 �b.�s ��G�� 26 AWNING 3030 3'-O 1/2" 3'-D 1/2" �6 LINEN 2'-6" 8'-O" 5 2"i FRENGH SWING 30805/3080L 6'-O 1 /2" 8'-O �1/2" T IN SWING 2'I L�4UNDRY 2'-S" 8'-O" 5 28 SLDR.GL.DOOR FRENGH E6080-XO 6'-O 1/4" S'-O 1/2" T �8 STUDY 5'-O" 8'-O" 5 PA�IR 2'-6" DOORS �9 FRENGH SWING 2880L �'-9" 8`-O 1 /�" T IN SWING 29 M�STER B�DROOM 2'-6" 8'-O" 5 30 SLDR.GL.DOOR FRENGH E9084-OXO 9-2 1/4 8-O 1/�' T 30 MA.STER BATH 2'-6" S'-O" 5 3 1 DOUBLE HUNG 2860-2 5'-4 1 /2" 6'-O 1/2" 3 1 MA�STER B�hTH 1'-6" 8'-O" 5 32 DOUBLE HUNG �560-2 5'-4 1/2" 6'-O 1/�" 32 MP�5TER BaTH 2'-6" 8'-O" 5 33 SLDR. GL. DOOR FRENGH E5080-OX 5'-O 1/4" 8'-O 1/2" T 33 G�ME ROOM 2'-b" 8'-O" 5 34 FRENGH 5WING 5080 A�/I 5-O 1/2" 8'-O 1/2" T 34 GA�ME ROOM 5'-O" 8'-O" 5 �_ 35 FIXED/�WNING 6850/34�0-2 6-S 1/2 'T-O 1/2 T 35 LANDING GLOSET 2'-6" 8'-O" 5 36 FfXED/A�WNING 6850/3420-2 6'-8 1/2" �'-O 1/2" T 36 ELEVATOR �'-b" 6'-8" 5 20 MIN. W/ GLOSER . ' 3'1 ` FIXED/�WNING 3450/3440 3'-4 1/2" 6'-O 1/�" � T 3'i ELE�/A�TOR 2'-6" 6'-8" 5 20 MIN. W/ GL05ER " 38 AWNING 2020 2'-O 1 /2" 2-O 1 /2" 38 BEDROOM 3 2'-6" 8'-O" 5 3 9 FRENGH 5WING 6080 A/I 6'-O 1/2" S'-O 1/2" T IN SWING 3 9 BEDROOM 3 5'- 1 O" 8'-O" BP PAIR 3'-O" DOORS 40 FRENGH SWING 6080 �4/1 6-O 1/2' S'-D 1/2' T IN SWING 40 BATH 3 �'-4" 8' O" 5 4 1 FRENGH SWING 6080 A/1 6'-O 1/2" 8-O 1/2" T IN SWING 4 1 ELEV. EQUIP. 2'-6" 8' O" 5 ' 42 DOUBLE HUNG 2860-3 8'-O 1/2" 6-O 1/2" 42 LINEN 2'-6" 8' O" S 43 DOUBLE HUNG 2860-2 5'-4 1 /2" 6'-O 1/�" 43 BEDROOM 4 2'-6" 8' O" 5 44 GA5EMENT 1 840 1'-8 1/2" 4'-O 1/2° T 44 BEDROOM 4 2'-4" 8' ° � 5 - 45 DOUBLE HUNG �560-2 5'-4 1 /�" 6'-O 1/�" 45 B1�.TH 4 2'-4" 8'-O" 5 °- 46 SLDR. GL. DOOR FRENGH E5080-OX 5'-O 1/4" S-O 1 /2" T 46 BEDROOM 5 2'-b" 8'-O" 5 - 4'7 SLDR.GL. DOOR FRENGH E6080-OX 6'-O 1/4" 8-O 1 /2" T 4"1 BEDROOM 5 3'- 1 O" 8'-O" BP P�IR 2'-O"DOORS "� 48 G�SEMENT 1 840 1'-8 1 /2" 4-O 1 /2" T 48 B�TH 5 2'-4" 8'-O" 5 1�t11�1�01�1 SG��DUL.� G�l�l�fi��L. 1�1OT�5: I700fiZ SGt��17UL.� G�1�1�fi��L 1�tOT�s: 1.SEE BUILDING ELEVATIONS FOR VENTING OPERATIDN. 1. 5EE FLOOR PLA�NS FOR DOOR LOG�TIONS AND SWINGS Q 2.1�LL VENTED UNITS TO BE PROVIDED WITH SGREEN5. �. ALL EXTERIOR DOORS ARE TO HAVE STA�ND�.RD J1�.MB5 FOR 2X6 GONSTRUGTION. � 3.A�LL WINDOWS TO HAVE STAND,hRD JRMBS FOR 2X6 GONSTRUGTION. 3. ALL EXTERIOR DOORS A�RE TO HI�4VE WEf4THER STRIPPfNG AND SILLS. 4.ALL GL�ZING SHA�LL SE INSUL?�TED GLA55(5/8" A�IRSPRGE MIN.) SUITABLE FDR � 4. 5EE WINDOW SGHEDULE FOR GL,4D FRENGH 5WIN6/SLIDER DOOR UNITS. O IN5T,4LL,4TION ,4BOVE 8,000'(,4LTITUDE) RND TEMPERED WHERE REQUIRED BY GODE. 5. ,hLL GL�.55 P�NELS(EXTERIOR) 5H,4LL BE INSULATED (5/8" A�IRSPA�GE MIN.) GLA55 5. ALL WINDOWS ?�RE TO BE GL�4D, BRONZE/DK. BROWN GOLOR. SUIT�BLE FOR INSTRLL�TION ,�BOVE 8,000'(A�LTITUDE) A�ND TEMPERED �h5 REQURED. A/ 6. ALL WINDOW MANUFA�GTURER'S NUMBERS ARE FOR ERGLE WINDOWS. 6. �LL DOORS ARE TO BE SOLID GORE GONSTRUGTION, UNLE55 NOTED OTHERWISE �� �.GENERA�L GONTRAGTOR AND SUPPLIER TC? GR055 REFERENGE PL,4N5 AND �. DOOR SYMBOLS ON PLaNS AND ELEVATIONS ARE NOTED �5 O � ELEVATION5 FOR WiNDOW QURNTITIES,SIZES AND LOGATIONS. � � 8. WINDOW SUPPLIER TO ADVISE GENER,4L GONTRAGTOR/ARGHITEGT IF ,4DDI1"IONAL � � REINFORGEMENT IS REQUIRED AND GHRNGES TO R.O. FR�4MING. W � 9. WINDOW UNITS TO HAVE '�4RGHITEGTURA�L' MUNTINS(�/S") A�5 5HOW1V ON �$$���I�T I O I`�J: ELEYATIONS �ND NOTED IN SGHEDULE. • � 1 O. SE� ELEV,4TIDN5 / SEGTION5 FOR ROUGH OPENING HEIGHTS. . 1 1. WINDOW SYMBOLS ON PL,a.N51�ND ELEVA.TIONS ,4RE SHOWN A�5 � ' � 5 - 5WING . O 1 2. 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(j o� �� � c�v �n�n s �'� N I�' O O s. 4� CO CO f� t� ;� � �� l�� ` :� � . �: V OX OX � `� � �� �� , �� � . ` STRIJCTURAL SPECIFICATICJNS i Q J � � , 1) Foundation desiqn based up�n "3�xlr, ,nd Foundation 7) Structurnl steel chall h^ ASPFf ASr or better excepk pipe 11j Ail copstruct�on nust comply with the 199? ilniform Iluildinq (n � Investiqation", Job A9II-2dL as prepar�d by Kot'cili,f IN Cott>Ut,T1t+G column�s vhich ,hail confnrm to A3TM A53 nnd tube sectfons which Code as adopted by th� 7owu of Vail Duilding Departmen�. and t4e � rNGI13EERS, It7C. dated 2] 5rpt��.urrr 19A8. Instnllation qf must conform to ASTM A504, GradA B, anchor bolts and holt3 "Generfll Conditlons of ttte Contt�act fot- Cohstruct�on'� (AIA � � ' perimater drain to oonPorm with �otls report by en�ineer A1l shall be A307. All str�ctural steel i� to bo dc�taLled pocuu�ent Ax01). All conatruction must bo completed within the Y � footinqs are to bear upon natur:�l undi�turbed gozl or compactn�7 fabricated And erc�cteci in acccr�ance with AISC SPECIPTCATZOI�S, tolerance� desczibcd in the "Re�idential ConsCructioh Q �N r structural fill �8 approv�d by tl�e soils enqin�er 1489 and CODE O�' STAt�UANfJ PRACTICE. All weldinq to be Parformanee Guidelinec" a� prepared by the ttA�PI�tinL AS5oCIl�TI02t �d' - � 2) All foundation �round pet9meter oP structurn shall have m�nimum performed by a certified vrldrr and cpnforr,t riith A7SC dnd ASJS OF IIO;iF. IIUII,DEFL>. / � - �� � _ frost protect�on of 4t3" to bottom oC footing All foundation � � - �1RUCPURAL WELDIt1G CODE, I990, Zil electrpdc�s to bctl�F-70XX. 14j Conqtruct walis as follows- . ' walls and columns to b� rentered on concrete footings unlesc - „ 3 _ shown othQrwise on plang. Grout beneath �11 base �ilet�s and bPAA1 be,�rinq plates ahali be -Cxterior-2x6 E� 16 oc. � � � • 3) T11 cast in place concrete must be made with Partland C�m�nt non-shrink epoxy wiLt� minimura �FS day compre�xs.tve strength oC -Intcrior-?x4 � 1G" oc., unlass noted otherwisc�. °� � � � �O r and attain minimum con prer,ive �ren gth of 3oDO ps i a f t e r 1 n 5000 pci. All Trubolt We3ge Anchor3 �nd ramsets to bA 25) All beams, jof;ts and raPters are to bear upon wz�lls or benms ,. �� pp installed accordin to z�auufacturers s �cificationc. OR be hunq wi C h S S M P S O N S tirony-:Le h�ngrrs o r appro ved e q u a l s. Q C D O— days De��q» based uppn liUI1.LJZ1:L' CODR Rt'QUI[2EMl°t�TS FOR , g p' a � r- (V U ej ESCI s ahd Versalams (2.OF.j :+re as manufactur�a by notsr. cnscnnr. All connection h�rdwarQ as aa��u�ackured by SIMPSOt� Strong-Tie Y � REII7FORC�p CO1iCRETB (ACJ iID„ I9h7 Alt rnncrcte ,labs on � �- � qrade must be provided +-c�ntrol inints (scoc�d or cut) in C�RPORI�TIO17, see shcfp di�.uingn t,nd manuCactur�rs stinridard or approved equal�. . N , accordance with �oils report. All exposed edgea of concrete detflils. All built-up Versal�m hc:�ma must be qlucd with PI4o0 1Gj All structural nemUers Zre sho��n ti� their f�nal positlons O �� � � „ and nailed wfth 2 row� of l�d spikas Q 9 oc. Versal:�ms deeper properly braced and supported, �Iuring constrvction it may be shull have 1/2 champfor. Concrete work sha11 not have �ny than il 7/0" must be bnited together with 2 rows of 5/8" �� tt�ce3�ary to shore portions of the �tructure �rhile oti�ec � U � M� �r horiz�ntal cold Joxnts iinless anthorized by the structural diameter bolts €� aa'� oc t�p and bottom. Metal X-t3racing � portion� are being con�t,ructed. Contact the structural , �� X � � Anqineer Pield coordinate atl verttcal cold 7oint� w�th required 8�-0" on center in aIl c3iaptiragms. T11 alternate, to engineer for consultat u�n �s re�utred, � 0 � O � ' structural engineer. (� `�` be reviuwed by engtnoer. 17) Contr�ctor is rr_sponsiblu for all non-specified connections, Q (�} m Y �y, 4) IteinPorcinq steel is ASTM Gradt� 40 for p4 ancl �5 bars, N� �nd gj Sheath floors with 1 1/8° 2-4-1 'P nnd G plywood with minimum contact structural canqinc�er for deCails as requlred. �ngineer � .-= � �,� qreater to be Grad�s G0. A1l uFlded wlres fabrlc must conCorM 0 � � a with ASTM AlIIS. Relntoi�ement placement �hall conForn wfth spnn ruting of 4II/?4� or better ind qlue witla PL40o. 1tai1 to approve a13 atruct�iral �;ubst�tutinns. h !�1 O �f �, plywood with 1Gd @ 6 oc to all joi�ts, Eield coordinate ,craw lII) Floor framinq and concrete basenent �labs muat be aonpiete and v J `N� �m MANUAI. OF STANDARD PRACTICE, 1990 as prcptred by CRST. Al] l�p , � splices to be minimum 35 bar diamc�ter3, a1I hari�ontil option. Cover deck3 with dx6 Redh�ood with 2 s�rews per bnartng 1n place gripr to Uackflilir•) 4�1C£'4 foundation waiis, unless reintorcinq 3tee1 to be cont�nuous around corncr4 and �t wal] ��in�" � „ ' adequate braclnq 1� tn piace. intersections. Minlmum re�nforcement rotection• 10) Sheath roof� wlth �/fl plywood wtth minimum r>pan ratittg oE 19) Contractor is to caorAinata .�21 vi�phruc3m ��netrations (ie, p a0/20 or bettor. J�ajl p].wood with 8d @ G" oc at panel edgce chimnoya, plt�nblhg Qewer�c, Atc:) ttu-augh floors, roofs and ■ "' -Concrete poured against earth 3" and 12" oc at intarmediate members. foundation walls With nppropn ate sub-contrictors. General r`� ,r -Concrete poured in Corms 9" 11) Sheath all exterior walls with 1/2'" p}yvood to�th minimum e�pare Contractor is res on3ib;e for rrana, mathods techni ues � �� r -Slabs 1" rating of 24/0 or betYer. Nai] with IId @ G" oc at r�anel edge, sequence3� pracedures, w�rkmansht� and job-s�te safety � (� �(d ,) Al1 lumber shall be nouy-ptr q; 51s or b�ttec , �11 wolm�ni7�d an�i 12" oc at intermediate 3tuds, lumbar shall be ilem-Fir #2 S4s ��� better (all l�mber w�thin ]n^ asaoci3ted with thie� pCOJeGt. Conex��I Contractor to verify all �� NT of fin�sh qrade must be wolm.�niier3). Prov��le soliA b_oekinq 12) Live loads used for de�ige- dimansion� and Qlevations with arahltectural cirawings. 1totlTy � at i3'-0" on center in all diapt�ragms. All cnlunns to be -ROOP-00 psf snow. enginecer of all conflicts or omlr>aion3 betwean var3ou3 elenont� e � -Fioor-50 psf residentfal. of thA Wor}:ing�drawil�gs and tho Qxisting conditions beforo continuous bearzng to foundatfon -Deck-100 p�f. commencing with that portion of th�s project. � � 6) Glulam materials, manufncture at��3 quality control shall conform -Wind-25 psf. 20) All matorials expo�ed to extexior and/or moisture conditions � ` with AZTC Product Standtx�c] PS 55-7'I, S1'ItUCTtJF2Ai. CI.UFD Id.11iNATFi? -�arthquake-Zone 1 U13C, c�hall be treated for these� aonditions jie, chemical trc�atMOht, TIMFiER and 1JIMINATING SPFCII'ICATInNS, ALTC 717-Fi4 DC9IGt�. stafning, paintiny, damproofing, membraqes, flashinq, etc.} as Simple span bearos sha17 be Conibi�,ation Symbol 24F-V4 with no requira�3 by cod4. AI1 materiuls to be treated for £ire � , camber Continuous or c�n�tilev�cad beams shall be Cor�bination resistan�a as requLr�fl by codo. � Symbol 24F-VII with no cai�.b�r. 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I ' . . o .. � Hapa Crabapple Malus sp. 2.5'� � � V � 1L1 m . . . . . . � ' , � ►� . 1. . . �- _ -� � � � . . I 1 1 _ , , . , , o Quakin As en Populus tremuioides 2.5 3.0 cal. 1E� , � � ' . I I • . I � P I � �. . � a� ,� ° • � ' . . . ' Pr ert Line . . ••, �2 � � ` � � � / , � �� �� � � I :• Redtwig Dogwood Cornus stolonifera 'Bailey ' S �;al. V � _ o � � o # _ � � 0 / o o '., g �, r c� � � � � / ,�! � . N � � � �0 � � � r ti� � L Chinese Lilac Syringa x chinens�s 4' B&B 7 � � � � � M � � � � Saskatoon Serviceberry Am�lanchier atnifolia , 6' B&I3 14 � � O � �i ii a F.� �f� lOI1S � 3�� �`� Dwarf Mugo Pine Pinus mubo 36" 5 � General Notes and ,Spe�i icat ��,� � 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation. 1Q. All distuzbed grades are to be seeded wxth Town of Vail recommended native seed mix. ' , ,, Froebel Spirea Spiraea japonica 'froeb�liY 5 �al. 10 �,,,q_„� " 2, Exact placement and shape of planting beds shall be reviewed by landscap� Architect prior to final installation. , 11. All shrub areas shall recetve Mira-fi filter fabric. �� 3 Verify locations of all pertinent e�cishng site improvements and t�Hlities already installed prior to commencing planting work. IE any �2, . All newly planted shrub's and trees shall rece�ve drip irrigation., all perennial areas shall receive spray irr�gat�on with'l00% ' , �art of this plan cannot be�mplemented due to site tonditions,contact the Landscape Architect for instructions prior to commencng� ° : } overlap This system shall be automatic. Temporary irrigation shall be provided to all revegetated and wildflower areas fpr a � rvork. - " 4� - ' min�m�un of 30 days, thereafter reduce watering gradu�lty. ' McTCay`s White Potentilla Pbtentilla fruticosa 'McKay's White' S gal. 13 4. Plant quantities on plan take precedence over written quantities. � � ° 13. Mulch all sown areas with 2-3" of straw. . ` 5. AXign and equally space all shrubs and�round cav�rs so designated per these P1ans and notes. . 14. It shall be the Landscape Contractor's responsiU�Lty tU conEorm to al}design criteria as noted on the drawings or technual • � - _._... - 6. f�our mil.steel edging sha11 b� �nstalled between all grass areas and plar►ting beds. �„` , . � specif�cations. Any discrepancies,deletions, additions. or alterations to the drawings or specificat�ons shail be presented �n writing to , Mixed Perennials 1 �;al. 5QU 5}i��� �4 � - . 9. All planting beds shall receive 3"' h�rdwood bark mulch;ali herbaceous beds shall re�eive 3" finely shredded hardwood bark muldl. � the project Landscape Architect prior to installation. � � 8. All As}�en trees shatl be field collected, 60% shall be multi-truncked;and all shall gave lateral branching in the upper 2J3 of he tree. - 15. Landscape Contractor shall submit the�ompany's wr�tten document regarding it's policy in plant guarantee and replacement to th� ; � 9. Grades shawn in the Iandscape areas ar�f►nish grades,including�" of topsoil in lawn areas and 8" of topsoil in planting areas. owner. Each guarantee shall conform to the minimum standard ot replacing all matecial �ncluding labor due to tl�e sickness or death af a � - � plant for the period of one year foiIowing finat acceptance. � - ' � ' . . . � <�t � � -Z , , . /''`�.� ♦� , � �� `✓,�_\/ " V' � yR V � � T T VJ '�,�' �' r `� � U N,� ,��,.� •r , , � ' { /_`` �"`� r� � �,• CV ' � , �-.ti ' � _� �....�� ,---�,'"��r� ^�,.'� �1�: 5EE �Rt� ��tL'�.►r� � ✓'--�''-�,,�-�" c� co . 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('� _ � i � (� , � L (C�n� G� 3�p�� . � �(9 o.G, ��Dry �, `' � ` � N�' �ar►,�� �S S u�g �� �'�a M� � i,o" �2'�'' � � �..rw� 4 � � � � � � f�R 4�N �rs�} �' �' �"� i � �N• 1�1kU. R�D � ` , . ` �,-��',i1�E (00 #��a �IN�}11�NT' � 4 oR i ,� i / '' / ' � �, � ��' �� � $A�5 GoNt% _ �R sFc-�loN, ll-'#- I�-2 � � < � ' ', �_ \. , \ `�,\� ��, =1�` � � $t,�t6 f� P�N �_G� 60 .�� � �m - : . �_`W'---- � r „o , „ �f �, � k 5� Q�f F�t�+ , ►� ,J� cy� /.� �) f` �o-QV R �6-6 .�, T-� , �' r k ` � C��DcVE (a0 �6 U� I / ( � ° v ,,,,� 1 �.����.� � n._ � J.l�'„–'�`�� f�'.../ ' � � ((�''D.G, � GR�kOE� (�d �C� '�ltf~S , � ,� `�.-.'- , � Il' �-" � -� t3'� S ; q ,r @ lo o,G. '� �� ,L_#5 j3� L��JT - – � ,� i � �� � , � I�- `,, --'� T�? r�� �o-I-ror•t * l�-o r- . 1 �{ � f (�=�" aQ ;o� � W �r�- � � � ,� o � - t►����r���-oP-c.��`'i�r' - � � ° �¢ i2" � W f ^ �. i l e • o {2�� '��- S�c-1►oN C�52� � , � r - � � .� PLA1�� - , ; � �� , ,. �. f L4W�R LEVEL F�AMIN� „ r � � -�� � I �:.p�� �2,u ,Z,��� �. r�' {��fi+NEt� � „p r, e . �Ww� �vEi, F�MlNf� D�SIC�N�D To ftL�oMMaDPtfG 1%2�� �N�r� ToP��N�� �� — ► �� �Y _ , �1N {�t G�AvEt, �, � , „ ,► � „ , �I4 - 1 -0 � � � r�. ���5 � - �' ' 2'a 12 2-0 �,'� ��N��R �� i u 1�PpQt< W ` ` Z k I�l��rv�t, t� 5o t�s � � � � � ; • 6%a�N.r,S, �°�-r, ����'O� �` � � � p � . 4 � -� o . � �e� �2 ���''"°�� , � + S��T'��N � � , � u , �� -- � � . �. , � SE�T��N F �2 . .� _o„ �-� .oF��_ ��.,, r ^ � �.►2 � , - � � - : , �u `�a1� , A � , a �, � . z � � ._ ; , � °�� ��, �^�.....�f":..._..�/''�..�,��...-�.-�'`` , � ,- �; � , . - , , . ��, m . � . � � . � � � - , � � � � .� � � � � a ^ r � - .-.. , _f.,... „_" ^ , "" ...-r..,-r a- , . „ ...�., . ... : ,--.-. .n�„.. � ..-....�.,-. x � - _ � , , w , . . „ � • , i � , ' , ,, � � �' Y + l r � . ' � i , � � � � i r \ � � ���` � � � � , � 0� r �� , : , ', ' ' ° " ' - (� N�. ' oo _ . � . `tn c1� � ty.1� z . " ` ^ i�1� �t�' �, ' � . , . , � �'tii' ` lL')t1'a ° _ ° ' (J � O , O X � . � ' , Q� �� �I.QL : � ,- - , __ . � . , � .e . ,' � , ' , � � • STRdJCTURAL �SPECIF,ICATII'�NS� � . . , � ( . , , ^ ^ _ _ � � . . , . - , a . . . . � . ,. � ' y � 1 j Foundation design based upon t'�of lr� AI7(� I''OUtt(�t7t�Qtl ?) Structural �tea�'aha11 h*+ A51,'M T+)6 or"�efite� except plpt� 1]j A11 constructian ipUaL Gomply�witlt�ttie 1997�ilpifor'ini Aullding, ' Ihve,tiqat3on^, Joh �'9D-2+�1 �s prepazed by KArci�L�irt Co1JSUF.T1t�G � columns which �ha1t conCnrn Co ,n;,t'F! A�3 nnd tubQ s�ctions wtiich Cad� as adopted by t.ha 7oH:�^oP Vaa1�T3u�.lding Ur_paXfm��t.and Llic�,' � � " Errc21��ERS, Zirc. c�nted 21 sopt+e,ab�r 1�9f1. Znstalln�5,an of muat canform ta ASTN4 A54G, GYade.ti, IIIICIlOj" f?CFI�3 nnd boita ^General Condl,tions r{t' Ch� Cbfltl'dC�=f�� ennstzuot3onn (Aih *� perlmeter dra3n to contorm v�th soi)s reporC by engineer. A21 ' shali be A307. 1�11 str:�c-yYa1 c,keel is to ba de�illed � j p � � , footing� are to honr upon natura] imdisturbed Ra�l or �om �cted, ' � Document A201 . I+11 can�truCtlon muat be cqm loted within �h� , � � , � , • structural filY as approvad hy the �oils enginner. � fabricatec� and erected irisa�Crrtanca trith AISC SPECT�ICATIOiyS, to2orances de8crlbed iri tl�e ^Residential Coristr�ckion. ` ' „�-,,,N , 2J A�I foun8ation arourtd pexi.meter oP strnctu;a :sYtail haVe mirifmum 19l39 and COD� t7F STANUAt<f) PRISCT�CE.� Ayl taC�cl�nq tb bc FezEormanCa Cuidcslinas'� �s preparcd by ih�YJATxC7tiAL AS$bCTATI4}P1 �' ' (�� fro�t pratection af 4{1^ to bottom o� footinq. A71 foundatfon �Parfozined by a certittnci valdeY ar�d confarm With AISC and AWS , ' OP ftOME At721.�E2t3. ° ' � �� , � 0 m O � vails and column3 to ba !centare�l on canezeC�z footittqs �intrss , �TRUCTURAL WELDItdG.CCYDE, 1990,° �tl olectrodes to bc,.�E�?OXX.� ld� Construct walls a�' fullawa- , _ , p�� sho�m othersriso an plana. Gc4ut benaath �lI baa4 �Iatas pncf boam bearinq p2ntea,rhall ba', -Exterior-2x6 � 1G" ac. ' ', ' �` ?3 O � 3) AI1 c�st in plACe concreka ciust bc� made *,+itlr F�ortlartQ Camr.nt �on-r+hz�nk epoxy witi� minimum �e day op�prQSSiVe �tsnng�?1 ofl -Interior-2x4 p '�G" oa., vnlo�, nated' otherwisb, � , ' , ,� ' � �� i ' - � und attaih minimum compre•>�ive v�rength of 300o p3i atter 2i3 5000 psi. ]1l1 Trubol� Wodgo`Anchars nnH'Ramc�dts to b� . ° � i�j AII beam�; joiats arid r�,ft.erss �tire ta bcar upon wa11,a o� �eams" , � ��y . � Q � days. Design based upon RUI2,UiTli CODE R�pUZRi:PlENTu FOR installad pccording tcs mat�ufBCCur4rs speclP_ic:�tio�a. � OR be hung witti SSMPSOtt &�raaq-��e hn�gera Rr appraved equals. 0(� p._ ti) IIC*'s nnd Versc�lams (2.0�) �re ts� manufacturecl b I�OT��' CJ1,,CADk ' Alz `connect�ion hardwaza .a� mar���aatured b iTMPa�M Stzon Ti� � 'r" N V . 9 REItiFORCE� GOt7CR�TE (ACI 328j, 1992. All C[�RCY'eCC sl.abs On y Y 4_ ` � F rade muRt'be rov�ded cqntral CORPOItATIOR seE� shq diaving.^• a��d manufactuCerts stctndard 'o� apprbved eqpals. , , ' 9 P jninCs {scot�pd or cut) in ' p - � _ • � �� � ' �` acaordance vith soils ref>art. AlY expased edges ot conFrete � �letails. AL], buflt-up'vArszl�m t,eRm� fauat be ylu�d with PL44P 1Gj All �ttruCtural a:ombe�r� :�ra"si�uN-n iti Cha3.� final pQSition�, � fl ` ti aj - � � and n�iled with 2 rows af�76d spike^, Q 9" o�. Versalarao d�e�or ` properly brac�d and csupparte�, iluFing copstzuctinn ft rnay 60� Q V� '� �. , .� � riorizontal cold jointseunlessl�iut)e�S�ad by�thanstrncturalY than 11 7jis" mu�t-ba bnik3d, tog�sthet� t+ith- 2 t�ws qE 5/t�p - nece�saiy to �hote pdrt�.ons of tl�e,atructurQ whilo other, +- a � � � d �.` diameCAr bolts p 48" oc te and battom. Meta'L X-13raai�c� ` portiari3 ara befng ConsYtucted. ContacC th0 sttuctural X � — i enqfneer. Fi+�ld coordin:�te alt vertical, cald joints with raquired 8�-4" on center ip a11 diaphraqtns. niz altnrnater� tc� � c�nginec+; Por con�ultatian,as reqUtxed.F -" ` ' � � � ' O � � p �tructural engineor. � be reviewed by,enqinear: ' 17y Contractor is rQSponaiblu far a�2 nan�spe�citfe� conn�a�fon�, 4 j RQintorcing steel is AS'IY�t Gra�le� dp Xor #4 and �5 bars �G and " ' Q ' �V � CD-�� .� ' 9) Sheath floors with 1';/8" a-4-1 T ah9 G p l y wa r�d w i t.h 7 a i n i m u m c q ri t a c t s t r u�t u�a l a n g i n e e r f O X d�t a f S s a s Y e t�u i z�e d. F.n g�.n eu r �_ •�` g r e a t e r t o b E� G r a d g 6 0, A l l w F l d e d Wi r e P�z br ia mus t con fozm ' span xc�tin af ats/24 or Ustter �'rttd, 1ue with PL4UO. � Nail � � �a a ��/�' , p f� ` 0 � ` ` `� � with ASTM A185. Reinforc,emank placemcnt shall conform witi> > g g pprovo all stYU�tural aubst3lutiohs, , r � � ' MAttUnL oP STNIPARD pRA�ICE, 1990 aa �re pare d b y e R S 2. A 1 1 iap PZY�+4od w�.tri �Gd Q 6„ oc to ali ,jo#,at�, ,p.fa},d cQOrclinute screw i4) F,Loar,frami n q �and concr�te ba�er+en t Cl�ba �us t be com p leta a n d ` , v./ N� n.�] � flplices to be minimum 36 bas diaraters, a71 horixontal option. Cover decka with ?x6 itccla�ood wi�h 2 screws`per hearinc� ' ° _, ih pkace pr3Qr to backf�tiir�� c�.rect Pounciation walYs, unless �� . . � ' ' � ,. rainforaing 3toe1 to be continuous araun�2 corners and at wail p°iM�` ` ' � adequate hX�d}ng.is {n�p2ace. ,� " � - � ' ' � tntersections. Tifnimum rQinforcement pratection: .1D} shoath ronf� with 5/Sn pl;waod�W(th m�riimuict span rr�t�ng ot �.9) Can�X�ctor is to aatlrdSnnte a11 dimphaaqm gdn¢tratAan9 (ia� „ � ' -Cehcrote poured aqainst eartlti ��� d0/2tr or better. Naix ply�roo:l crith �3d p 6* aG xsC pnnoi edg�ct chimnmys, pluzabing sewor�, etc,) tlirouqh Plodzs, xoofa anc] � � ,� " � ' � � and 1.2" qG aG interm�diatQ memb�ra. � �r faundat3ort v�►�ls with n�proprini.o suri-oontzaCtars. � Ge�eral � � ' �� r _ � -Concret� poured in forms 2" li) sheath all extezior walls xith i/Z° piyweod witta, minimum � 3n � � - � -Slabs 1n ° P� � Cortt�actor is zesponfifblaa �ar �tPan�s, m�tho�.�,"�echn�guQS, ' ' ` ` � , 5 A71 lumber sh51I be Dou Fir �o :t+iS • �'ating o� 24/4 a� bet�ar. Nail vith t�d ,Q G" oc at pnnel edge�s.° seqnenc�s, proCedares� s,rakkanansts3�'anr� job-sitm safetX , ° !� + -"' �(�}' ; r-, , � q° 4r �otEcr� r�ll wolmatnizc•d 4r� t2N oc at intormediate studs. T r lumbar shaXl ba Elem-Ft� �2 S4S 4r betCer (�11 lumbe� within lo�� � - � � 3BSOC1A�9d wit1� tfiie proja�t. Goneral Con'Eractar ta vexffy A�1 ` ��r � �t"" � � � P` 1Z) Live laads used foX das3gn- � . � � , r Y� , . �, of fini�h grado mpst be wolmanized). Frovidc`soi3d b:ock,3n� , , , dimen�€onn t�ncq e�.c+vationa with c1YCH�,�@C�qT�� C�I'85tfiiQ3. Notify � . �,, " ' � � � - a� 8�-0" on center in ail diapt�r.,gms. n11 4vluruss to be 'RapF�$0 psf sno�r, , �ngin�er,o! a1i conL;S.cts o� omisaions between variau� eipmerrts° ` � ~ �"4""_ � , " Contieuous bearing Co foundatian. -�'Ioor-5U psf r�a3dentiaT.. ` , ' ° aE tha working drAwings and tha exSstin conditions b�Pare � � ° � � '�`"��" � � � 6) Glulam materials� 3nanufaqtute anci �uality �antrol shaY1 con£arm �nack�100 psf, y g' , � ' " -Wf»d-25 s�. cora�nenaing Vittf that portion at, tho,pro ept. , � �." �' a with AITC Praduct Standxrci PS 5G-77� S'1'FZUCZ'qRIfL,GLUrD I.h14IP11L'TEII -�ar�hquake-Zane �. Ut3C. ' - � , � � � , : 24) All mutar�als-exposed to�exterior and/d�C ma.istura ccfnd��fons� , � `° ' , - � TYMDER ahd i,71MIN1fmIt3G FriECIFI�TIONS, AITC i17-II4 DF3IGTI, a r,hall bo tx�lated tpr these atlhdl�f.pns (ler�'cflQm3,aal treat.ment,� , � _� y ` "�`' staining, pafnting�'dampraa,finq, tnQ�bxnnas, tlashingx ptc.),as s' ' �� ��\`'� �� requirod tay codB, -A11 materfals tcs bp t,�eatad for,ti�'c3` " �` , 3 camlez.S Cont nu us or���nt�leveredtbe3m��h52.2 boFCombina�i�n ' Yesistance as 1C,equir�c3,'by cc�da. . - • " ' ,� : � Symbol �4F-Vit with no caribyr. Adhealv¢� sha11 confor�a wfth the 22) Atasonry fireplace/chimney speoi�ications�' � � , 4 , requiremenCs for Wet cor,rSl+:ioto+: nL �ervic�. a) Iiollow 2oad-bearinq concrete masonx}r blook shal,l ba 8'" ;zl� Furnfah bnn se� n'L'���� ahd er�ctiat7"`driwii�q�, £or rea�nfqrcinq " � , , ' ` { � 9 psi or` ��d�Z, ���'uctutn2 c�nrL, plant Gflbt�cated waad jol�ts and � ' � . � , r � ,, ' thick with minimum cvm resslve �tron th oE 200o t F � � better lafd in runninq bond. Mortar to be Type S with � glued-laminn�ec� timbcr to thc sCZUCt�ral enqinee� for revi�w ` - ', �� " r � ' g psi free o� a13 admfxtures rior to f4brication whon sho drawln s 7re y , �, � nn�.ess a rp riato sUbcontrartor, , . > , � . ' - � � � ' � • � , , � - minimum cuba stren th aF 2000 1� p, g pCap�r�ad B the , ' � , r , bj R@inPorcement sh$11 be- �- ' � � , � � ° - , � - - '� ` � � s , � 'NOYt�CII18�4oba;'$�Q lc��ac�ccthkere8, dowel to contzete �Pp p ' � � � ` � ` fou ndation witn #4 dcwels p^�6" oc. � � � Q � -hotizcntal-�Ft DURAWItTY, (truss�typc) at,alternaCe Courses � � ' � � � � � and II^ bond beam wftr, 2-;9 hars continuous a� a•-0" oc. 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