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DRB080301 plans
_ , ,� ._,; � . _ �'1�, � ` : , � < , � �; , � PARGEL 14 N T , , u E aer..E SANDSTQNE DRIVE fiC} : R.4.W. UNE BEARING" DISTANCE � � � 61 N33'92 51"tN 1.92 `: , ;L2 S56`47'09'W 3.90' ° . � L3 S56'47 Q9 3.90 .�. � . , . , 'L4 <S33'12 51 E 1.92 � °"'^,�,, L5 N33'12'51'1N 38.33' ,r ECECTRIC _ � , / � EDGE ASPHALT TRANSFORMER PNONE PARCEL 14 EASEMENTEJNE TABLE EDGE RSPHALT PED �I , , � ` ': L6 S56'47 09 11.25 L7 N33'12'S1'1N . 15.80 f � � NORTH LINE L8 N56'47 09 E 11.25 / ' • . . . GASO�AR VAI� fl' ; L9 S33 12 5 t < S 8.$0 _ ` :. � � N45"22'54"E 272.48` , : E�c�ic METER � � ' �.... ' � �y "'"----,,,�-.-.,-.,,��. N S�4`49;��a NS�'1�•� ,. _ , -1"'�, -....' � � �20.38' 6 1 Sp.3 � NS5'3?• „ �NW CpR � fl�tW ROOE PEAK COMMQ�I AREA � 54 E 15p.34� �""`--CASpCAR, VqIC tl : ��'"� �'�Sp� 127.9 (Nly c�R )I R Vq�,� tt EQGE ASPHALT ; , cASO(qR q" ROOF PEAK '� �` '""_-_--.., �� 11 t 24.5 -------- ...- ' ,`"'^�... _ r4.s, � BUILDING �� � '� r OVERHANG ' � `' N / . � � � I � s.7 56'¢?. � N56 47 Q9 E 30.00 � �.r' z.�' �� 3� ' �a� � f ---.,._� •oo �, -_ ��.o. f �j �a' �a' �a' -�� . _ SEWER -._. _ P(ER -�... CLEANOUT � � �2:a' Q � r" G! � CQNC. , N �, L6 1'j .�s.s w��� _ m �► , � UNDERGROUND ' _ ���. SEWER STQRAGE 8 '-�_ GLEANOUT /`-- 2ND LEVELaR m EASEMENT p � "'"..---.,,. c� � � ' . ---_� ROGK WALL iv 110.2 r. I FiNISN FLOOR �'� `� 15A �.�• � -� �A,N ��v�� a.7�--� ''"'-_ .,� _ �I cJB -; a.�' �.7' PARCEL DIMENSIONS AND 1'IES PER ' 100.0 -i- � °' `��� ?: "' � GAND TITLE GUARANTEE C0. POLIGY � � �JA `�� :'���:�t�- ` r�_ ° = � NQ.' V26620 `�, ,� , f_ w '`���,�������_: �.�� 14A c8 � ' r�o-rES. �=,.-�, t � '- ���` �_ � OVER ANG 120Q SQ. FT. (CALC} � �' "�-- ..,,,.� ��,�1 � 1) DATE 4F SI,RVEY: 6/3d/08 & 7110/08 =� �, � _..x RQOF PEAK AQD ROOF FEAK ELEV'S 8/Q5JQ8 � 123.9 � «� �' 2} LAND 71�TLE GUARANTEE C0. POLICY N0. V26624 DATED JULY 9, 1999 (PARCE� 14A} CONC. 2 STQRY WOC1D 1 4� ,� r,f AND OLD REPUBL{C NATI4NAL TITLE INSURANCE Cd. POLIGY N0. V256283 DATED WALL' FRAME BUfLD(NG 1200 SQ, FT. (CALG} JAN. 28, 1997 (PARCEL 14B) WERE RELlEQ UPON FOR ALI� 1111E ANLl ERSEMENT ° WITH WALKOUT PARCE� DIMENSEONS AND TIES PER $ INFORMATfON. . - (UNDER GONSTRUGTION} OLD REPUBUC NATiONAL T1TLE INS. CO3 iv � o.�� o.�' POLICY N0. V2562$3 �+ 3} NOTlCE: ACCORQING TO COL4RADQ LAW YOU MUST COMMENCE ANY`I�GAL � AGT10N BASED UPpN ANY DEFECT lN THIS SURYEY WfTNIN THREE YEAR5 �- o.� AFTER YOU FIRST DISC4VER SUCH DEFECT. IN fV0 EVENT, MAY ANY LEGAL DESCRIPTION: - lg 6 ACT}ON BASED UPON ANY QEFECT IN THIS SURVEY BE COMMENCED MORE . ^_." r- � � TNAN TEN YEARS FROM THE DATE C}F TNE CER7jFICATlON SHOWN - PARCEL 14A: � 'p' ss.r, r HERE4N. . THOSE POR710NS OF PARGEL 14 AND COMMON AREA QF - 4} BASI� OF ELEVATION: TOP PLYWOOD MAIN LEVEL HQUSE PARCEL 14. ASSUMED � CASOI.AR VAIL A A SUBDIVI510N RECORDEd IN BOOK 277. AT 55647�Q9"W � � , � ELEVAl10N = 1QO.OQ, PER CONTRAGTQR REQUEST. PAGE 5241N THE OFF(GE OF THE EAGLE CQUNTY, GOLORAD4 . G�ERK AND'RECORDER, DESCRIBED AS FOLLOW'S: ��.ta BUILDING � A�zr.,;• "? ^ Q.5' BUILDlNG 6} BASIS OF PROPERTY LINE LaGAT1f3N: M�NUMENTS ON NORTNWESTERL.Y LlNE (}VERHANG ` "-�---_ ' _ ..�._. " � � Q 7� OVERHANG CASOLAR V4IL II. PER DRAWING . ��t;.,. E } BEGINNING AT A POINT WHENCE THE MOST WESTERLY CORNER �">,��`'¢., � , �•s° OF SAID CASO�AR VAIL II BEARS S54'49'27"W 124.38 FEET; ` y; �"�-d:- � S5647"49 W �.'' 7} BEARINGS ANQ DISTANCES ALONG PROPERTY UNES SHOWN HEREQN ARE .T}iENGE N56'47'09"E 3QA0 FEET; THENCE S33'12`51"E 38.33 �'''�'�A:�<,, SEWER 26.1Q" WATER AS SHOWN ON THE SUBDIVISI4N PLAT ONLY. A BOUNDARY SURVEY W4ULD : . � „ , „ GOMMQN AREA ..,i�?� �, � _,_.._.---0 CLEANQUT BE NECESSARY TQ DETERMINE THE 1RUE DfMENSiONS QF THE �OT AND FEET: THENCE S56 47l09 W 3,9Q FEET; T1-IENCE S33'12 51 E 1.92 �-��,. _� �---PfER � �, GURBSTOP SETBACKS, WHICH MAY VARY FROM THE PLATTED' Q(MEN51C1NS. FEET; TNENCE S56'47 09"W 26.10 FEET; THENCE N33'12'51"W � -`� p� .� ' tie�v4 40.25 FEET, T0 THE POINT 0F BEGINN(NG, CQNTAINING 12Q0 'r�'����,� .��,, `a�� r "'`"--- 8} PQRTIONS OF CASOLAR VAIL II FALL WITHfN A MEDlUM SEVERITY SQUARE FEET'MORE,QR I.ESS, TOGETHER WlTH AN EASEMENT � ' '���` RdCKFALL HAZARD ZONE AND MEQIUM HAZARD DEBRfS FLOW ZQNE � '�-��,;� .��-^7..�� FOR AN UNDERGROUND STORAGE AREA, DESCRIBED AS FOLLOW: �.,r ?:;"��� �-;---_-... PIER Q �-� .,,� -" ---.... �?�� �-��fi�-��>-- --, -�,- '"`��``�� ACCORDING T4 OFFIGIAL ROCKFALL HAZARD ANLl DEBRIS FLQW HAZARD , INV. dUT �.r-�.-�;'�`� d�,a ;"�= ?�: .` , ��.�- •t���-r._ � �„� �..t ���,,,� r�.�.��_ MAPS OF' TOWN OF VAIL, GOLORADO AS ADOPTED BY CQUNCIL ON BEGINNiNG AT A POINT WHENCE TNE M4ST WESTER�Y C�RNER 4" PVC � -'��_��z�r..� �-�, OF SAID CASOLAR VAIL 1( BEARS S55"31'54"W 150.34`; THENCE OCTQBER 17. 20Q0 IN ACCORDANCE WfTH RESOLUTIQN NQ 13 SERIES ROCK WALL QF 200Q S33'12'51-°E 18.8Q FEET; T}�iENCE N56'47'Q9"E 11.25 FEET; RE�REQT�Q� ARE,p1 THENGE N33'12'51"W 18.80 FEET: THENGE S56'47�09"W 1t25 9} MEASUREMENTS AND TIES ON BUILDWG PARCELS 14A 8e 14B TO WaQD FEET T0 THE POINT OF BEGlNNING, GONTAINING 211.5 SQUARE FRAMING UNLESS QTHERWISE NOTEQ. FEET. MORE OR LESS. 10) POSTED ADDRESS: 1148 SANDSTONE R4AD, PARCEL 146: IMPRQYEMENT LOCATION CERTiFICATE 11) NO DRIVEWAY AT TlME OF SURVEY. THOSE PORTIONS OE PARGEL 14 AND COMMON,AREA QF - CASOtAR VAII. U-A SUBdIVtSION RECORDED iN BQdK 277, „AT r 12 TNIS SURi/EY AND THE INFORMATfON GONTAINED HEREQN IS THE PRQPERTY OF PAGE 524 tN iNE OFFICE OF THE EAGLE COUNTY, GOLQRAQO I hereby certify that this (mprovement Location Certificate was prepared t � EAG�E VA Y UR YIN IN . A [S IN F R TH Q F E GLERK AND RECORDER, DESCRIBED A5 FO�LOYJS: fae THD COLORADO LLE S VE G, G NQ TENDED 4 E S LE USE 0 TN � 4RIGINAL CUENT ONLY. ANY USE OF QR TRANSFEI� T0 OTHERS IS PRQHIBITED. that it is nat a land survey plat or impeavement survey plat, and that it is BEGINNING AT A P41NT WHENCE THE MOST WESTERLY CORNER not ta be relied upan for the estabfishment of fence, building or other future 13} ROOF PEAK ELEVATI4N MEASUREMENTS SHOWN WERE TAKEN TO TOP OF PLYWQ4D QF SAID CASdLAR VAIL !f BEARS S55'12'56°W 150.36 FEET, improvement lines. ROQF SNEETING. THENCE N56'47'09"E 30.00 FEET; THENCE S33'12`51"E 40.25 FEET: THENCE S56"47'09°W 26.1Q FEET; THENGE �133"12`51"W I further certify thot the improvements on the above described parcel on ; 5:9� FEET; THENCES56'47'09°W 3.9Q FEET; THENGE N33"12'S1.'W this date, 8�05j08 , except utility connections, are entirely within the -' . 38.33 FEET, TO Tt-IE PaINT OF BEGlNNING, AND SUBJECT TO AN baundaries af the parcel, except as shawn, that there are na encraachments y `' T EA�EMENTFOR AN UNDERGROUND STORAGE AREA, QESCRIE3ED upon the described premises by improv�rnents on any adjoining:�rernises� � AS FOLLOWS: exeept as indicated, and that there is no aPParent �vidence or sign af any ; BEGINNlNG AT A POINT WHENGE THE MOST �STERLY CQRNER easemenf' crossing or buedening any part of s�id parcef; exc�pt as noted. , �E . _- OF SAIa CASO�AR VAIL Il BEARS 55531'54'�W 15D.34'; 11-IENCE ' .; ' : _._..._.�,.,., S33'12'51"E 18.80 FEET, THENCE N56'47`09"E 11.25 FEET; �f,,�.�"'�`� " .•,," .'� >- � � � � � � -M�NC� r��3�2'��ryw 1$.so ��ET: THENCE S56•47'os-w ��.�5 - ,---- . �___ f�1/���Q`/E�1/��N T �...�}�AT�aN �ERT�F'���TE M�chae4 ;J. P � . _. - �} A p ! /� p D FEET Ta TNE POINT OF BEGINNING. CONTAiNING 211.5 SQUAFtE � [� /'�61,��L� � 4� /-��� � 4L.� FEET, MORE OR LESS, Calorado P L.S �D116 = . _ . . .. -;; ' :. NOV 2 0 2008 _ . . . :� - ��,,y. ; :� ;� CAS�►LAR VAI L l f ,, . R,- , �=� � �� �---� aa��.=� �� ��r��-.,� - � , . T�W�I �JF VAI L 41199 F4(GHWAY 6 8c 24. EAGLE VA(L � �"J , TOWN QF VAIL . . . �` F 1 . k . . v rt� " . . . . .. . . . . . . . . �. � ..: , : . .� . �.a. g�X ,��� , �. �o� L. T L� z . EDWARDS, C0. 81632 r�.:, ' , � (970}949-1406 � ;. 1581�C2,DWG $/06fQ8 KP,9 �C57" ���� JQB N o. 158 , . r� P � . ',,. � . . � � . � . . � . . ' . . . . . . . . . . . . ' � . .. . . . .. . . . . � . . . � .� . � � � ... � . . � . . . . . . . . . . . . . � . � . . . . . . . . . ,. � . ' - _ _ . .� �o, G _. � �%% - .� _ _ , � � y� ` � : . � �� � � � �� � � . \ °'� • 09 � . ' � , �4 � , '� d►� . � ; , . _ � , � _ ' � o,a` ` ' " 8238.3' x �� : s � . � . ���D � . , ��C� \ °�`'`�?�. (� i �� � � _ u : ' - _ � PHoNE J f o'���' S � � PEDESTf�L � ,�po � : �' � _ � �-` `� , � � U , : : \ : . ,Q'' , ry�, �� � o , , � _ 6.��°` '; � "=��.J � ,. CO _ : �5 ca, �� � � : � ' � F ,,� � � � � , ,�(/ 8239.0� x q7 PRY�D PARKING : t�; '� � �' � � Ir a � , b` � FOR P,�RG�L 13 � � \ � Z � � ��'� , � . : �� \ �C� � r � �. g �.tiG ��— O . ' \ ,yp o � � � (�} LLo �� � 2G . �j /� � � � � , � : y 5T 2 ''' \ � � 0 � ; � iC�� � N � tEA I/ ) .o, ti y, rw� � NEW DDR�55 SIGN /,¢�$` ��ti :�''� DUPLEX a � � ✓ ` 0� S�O� � \� �` � ��y �"A . . . � � .. . . .� . . . � � �O � . � . . . � � . . ..' � � � . � . ' . , S . .. �. . .. .. . .. � . . . �4 � '� � . . . ` \\ . � . 6.� .��t�.' � . � . .. � � .. . . . . . ,,, . . . , � . . � . .. � . � � � . _ . . . . • . . . . . �� . . . . . . � . . . . � . . ., . . . . � . . . . . . � . � . . � . � .. . , . . . . \ . \ . . . � . . � . . . . . � � � � ��,. l � � � : � sz4o. x Parcel 13 ... � z – ��, � ` - _ . _. oy � / � 6$ l Q / / .' ,�Q � \ \ G � '` � � / � _ • / � ` s dj �,� � �� .._.-- � � : ` "'`� ' : �, . „ � � i� \�' Q `�' �` .�- --...- _, p, '�, ( WEST I/2 ) ��� ,1, - � i �, � �, r ' 'J� ,/ NEW GONG DRI\/�WAY , ./ 0 �, �V� 'cQ� DUPLEX °'. . ,�,4i�` : / �cS. �` u')� � r . Q�' -- °- � � �, : -: , �6 / ,� . ��, � �� o � � \ . \ �,, oF � �------� / i . . s ,,,� o. o � � ; � .�------' �/ � � � PARGEL AND BUILDING OU7LINE '. .,� � �O/ `�,, � �S� _ O Ca�' � � _ . �c' � / .:� . �i� \ � � � - �.� � ,, � / / � .'..� . / : i �l' � ...-- � p. / � BUILDING OVERHA�NG � ,/ � \ ' � � — �'� U / -� ,p�'� / � - aoy `� �''i � � \ � . .. . � . � � . �_ _ � �,- � . . �� , ,c� o _ -----"""" � - .-,' � •, . � S �1-- v � . _ � ` - � � \ � : ry ...:: >� � ...:. . . 8242.1' : / __` _ / � „ ; . . �� , .. � . � �; : . / � o ��'L `..'. . j�' � � f � � o. � . . /i � � ' � > . - / � � , o � . . _ �. ' . . : . � � � ;� \o � � ° � � � /� : U' � m ' ELEC. / � : TRANS '� . � � f� . . X . ,� � - � � \ � UPP�R LEVEL DE�5 � � � � . � i � / � ,. � � .. . - \ � ` f ! �04--�'� °p � �� ' � ;� ; � ` � _ � /' � � . : . ! i s � \ ,�- : � , . � , :� l � . . � . /_ I i � / i . . _ , L , : � _ / / PL�4TTED R.EGRE/�tTIDN P,4RGEL , � � � . � : _ _ ` O� � �. � ' / � � \ . � / , , - ,h � � i-,� � . % , , ,�,�' � , ./� ` �►��' NoteS '_"� � /� � / � � . : - �� � � � �''j� � / � / 1.)ExiSting �(te (nformatton taken from � , . _ � PA1/ED PARKiNG � � � � ,/i/� / ° � Leland L.schner Topographic and I FOR PP�RGEL 15 ' � ; - . 5 � � / / /'� Improvement 5urvey dated O6-o42007. � . < , / � , / / / � • " . � _ , -. , _ . . _ / � � .� /� � � / � 2.I The �4rch(tect ha5 made no `� -�'� z.�.: � � : i' � t search for � `v � � �,�0 �� investigatfon or fndependen 4� . . � / . � i/ / EaSement5 oF Record. Enc,umbrance5, � �• - . . � /V� � � � restrictive covenants, auner5hip title � � . t � / / / � � � �.� � _ / evidence, or any other fac� th�an s�o ,� / / / ,� � /�� // / _ accurate and current Tl�le �earch may � � � � � ,�3.' _ � \ •�°' �/ �G�' � '� '_�cS. / ' / disclose. —� . � ,. / ` / / / e , \ / /' ._ C� � � � � // ��, i /' , �, Q .� � \ ` � ��' � �� � / 3.) Elevation 8238.0 �hown orr 51te Plan � Jbo. ,/ ` _ � / / � � �'. � � � \ / � / � �,,� to eq,ual elevation 104'-4" on � � , : � � : � � �� ,�� ,�rGhitec�ural Plans. c� / \ �/ / / / : '� � !r / /,(��( : - t � ~ / ,/ / ,/ � � . 1 ' 4.)Gontractor to separa�e all utility lines `\ ` �.J .�, � / .� /' /'� and meter5 a5 requtred by applicable ""'�' : � Parcel 15 �� � / � � � \..� / � , �oaeg. � � - , du�l ex ��._–�- � / /: / / . / / / � � / � �' . �.►� \ / � / . � s� 5.)Gontractor is completely responsible \ f , ` p � ` ` to ensure that new add(tfons do not ` / / / / 'O\ �� � ♦ / � O� / cro55 11ne of Platted Recreatfon Parcel. � _ � .� / � / / � - � If plan5 need to be revised in dimension, �, . / / �o � Gontract,or to make �4rchffi.eet aware � / � � �`ti / � before ourin of foundation5 and an � � , P 9 y / - / � � / � � / orderfng of steel and windau�. / 1! L : � f an revi5ed fleld PPER/LOWER '�E E / / �/ _, , c.00rdinatton o y DECKS ST,��S ; � _.. .. � / � changes tn dimensfon to be . � � , / r'e5pon51btlity of Gontrac�or. � _ / / /^\ ` ; � . /''� / b.) p(Icable code 2003 lnternational \ � � � � � . / / Residential Gode.wlth Taun oF Yail � ♦ � / ,� adopted revision�. � � a � - � \ � \ � / I � Copyriqht Galen A./�asla�d.Arch�tP.C, . � \ / T.� No dltch/culvert exist5 at edge of ` � � _ road/drIvew aonnection.Gontractor / � t �� ���� � Th�s dorumer�aid the dest�s,Ideas a�d ,: \ � � / 5 tn notea � ' ! dara�s�he prc�r�y of Ga(a,A�Aa�faad. o� � s �o zo to�Yerify with Town if culvert (sixe p��h,��p,c.�5 r;�,����'�� � \ � � _ �g� � ` r�� � � � : : _ . �� � �_ n � ecified b Town) 15 re Ired rior�o � C/t.. \ � � � ,� I SGA�L�. I 14 O (� y � !� serv�ce.�h�s dorumcnt.sh�l notbw t�d cf i/�t � � I,) -fhis plan for stag!ng on y ' _ ' - In���ll�tion of new drlveway/pan. ltl5tal! if . mp�ed�n whde or par�w�cutt��e wr�ten �' o � \ � � ' Re: 51te Plan /�-r for contours.and site development � na �� . req,uired by Town. ca�sentoFthe preS�oFGalenA�A�d, D - � � � Prch�tec�t'.G, r4� � ' _ ' - nq , � : / 8J No Pan exist� at edge oF 9e � / , F , road/dt�iveway connectton. Gontractor oS \ : / . � e . / to Yerify wlth Town if Pan-l51xe . ��o � \ PRO�IEGT NOe 2006-8 � h� / 5pecified by Town) is rec�uired prtor to � � � / . . . : \ _ _ > .� {� � � � � � ins�allation of new driveway/pan. lnStall if �,aTE: 6-I�F-o'7 ,'`� / , . ` req,uired by Town to Town oF Yail. . ^ �J \ / � � � , _ • . 5tandards. R�VI51oN No� -,� � � _ � ' 1liL 2 3 2008 � � � . ,� ; - � � _ _ • q.� RE: Givil Engineering plang far driveway . _ � ` �\ � / _ , grading � � l'��/Rl C'7F !(�IL D�+wN B�r� J�aMlG,� _ \ - _ : . , `� � : �� _ -....---. .. , . �. , _ . � . . . � _ - � ,. . S►r41�L��r�"� �i� (�0' R.�.W.� No�s • ` ' 1) DA� OF SURVEY: 6/30/OS & 7/10/08 . , 1Q6:9 . 2 LAND T1TLE GUARAMTEE CQ. POLJCY N0. V268TA DATFl3 JlJLY 9�",i99� (PAi�G�I� 14A} 107.9 �}-. �F- 1051 104:4 j AND OLD REPUBUC NATIONAL TITtE INSUI�ANCE CO. P[)LICY NC1. 1�E�$i283 . , :_ pAi� / i --F- - -"�,, JAN. 26� 1997 (PARCEL 14B) WERE REUED UPON FdR ALL TITLE �tl�iC! �kS�l�NT , / ELECTRiC 1.0 � INFORA�ATION. � _ ED�E ASPHALT TRANSFORMER f'HONE , .,,, ; ; � EDGE ASPH,ALT PED ' 2� SURVEYOR WAS �AADE NO dNVESTIGAl10N�OR INt�EPE�lL1ENT �f�R�H FdR AMENDED � 1,.�,`,�i I j,�, ` PLATS. EA�EMENTS OF REGQRD (OTHER: 7HAN PL�tT'FED . �t�A�A��s. i�1� �'dUMf� - �'•, %� 103,fi : RES'FRICTIVE C01/ENANTS, OWMEfitSt-IlP TITL.E �WpENCE� � AiVY tJ'�M�R. � � PIl�_,!t f�1�i�p � . FACTS THAT AN ACCURATE AND CURRENT TITtE �RCfii .MAY �t'�.�. 107,0 �;:.J15"�C ��" (FOR THE REMAINDER OF CASOLAR VRg. II EXCLIJL�ItJG PARCELS 14A ac 148j. f �, PREV. F�?UND r i`;, ,�� ;\ + 103,4 _ I �F'S R�Br4R 3) NOTICE: ACCQRDING TO COLORA00 LAW YOU Ait1ST CC3IAM�NC� l�d'Y.I,,Ff3�1L -::;. , �, ,, .. . ._ , � ' , ; , ACTION BASED UPON ANY DEFECT IN THIS �tV€Y WITM�1 TNt�EE 1f,ElkRS ,�:. : ,. . , .,: . ,. . :: � AFTER YOU FIRST DISCOV�R` SUCH �EFECT. 1N N0 EWENT. MAY` A�Y ,.: ..,: .. _, . , :; ,. _ - ., � _ � ..". .. ._. . _ _ L „ ` ACTION BASED UPON ANY U�ECT IN TN(S SURVEY �E OOM1��D NIOFt , `r"`'��r.� ' ,� 105,6 � THAN TEN YEARS FROM THE DATE OF T4il`CERTI�ICATlON SHQ�VM � . EL�C IC + 102.4 ' HEREON. � - METER - + it}�,8 - � 4j BASIS OF ELEVATION: TOP PLYWOOD �IAIN LEVEL HOUSE PARt�L 14. �1SSl1MED S82•,� , I ELEVATION = 100.00� PER CONTRACTOR REQUEST. ' ;� � /l � � �27 � = � / 4? M Bq.� , „ + fQ2�6 - ` � . 64. � 120. . . 6) BASIS OF PROPERTY �LINE LOCATlON: MONW�IENTS ON NORT#iWES1�R�Y llNf . , �/"� � �' � + 103J : I CASOLAR VAI� IL (PER aRAWING). , API�ROXtAAATE LOCATION , r. IA�[I1t�Ad SEVEl2fTY ROCI3FALL N55' • „ N55•�2• „ 7) BEARINGS AND DISTANCES ALONG PROPERTY UNE$ SHQ�M�I HE�QN At�E �..,�' 31 g4 E �6 E 1 COIIAIVIOI�I AREA � AS SHOWN OW THE SUBOIVISIQN PLAT ONLY. A BQtiND.RRY SUlQVLY WaEJLD ` HA�ARD ZONE ��0.34. Oti 50.36. 1D2.9 l SL�E NOTE 1 D ' BE NECESSARY TO DETERMtI►� THE TRl1E DIf�tENSiONS OF TH� LtJT RNb . LI 5ET8ACKS. WHICH MAY�VARY FROM THE PLATfED DIMEfVSfQNS. ` N4g�44�88"E 3Q,Q3' 102.9 � : 8} SPOT ELEVATIONS ON GROUND AT °+" POINTS. 103. �,� . BUILDING � °p s OVERHANG : , 9) 2' CONTOUR fNTERVAL. �4�'�* 30.05' 102.4 "' • , ` . �"��� P16li�7'O�"E 3�.�0' or� � _ ���' ' g• 10) PORTIONS OF CASOLAR VAIL II �ALL WITHIN A MED#tJ#rl SEVERITY \ 2.s' �„�'� -� ts.o� . �2 � ROCKFkLL HAZARD ZONE AND MEDIUA� HAZARD` t3�f5 FLdI!V ZaNE ; BU�D{NG \ OU INE SEWER , _ �� I � ACCORDING TO OFFlCIAL ROCKFAI3._HAtARU AA�D D�B#�t� FL4YY i-�AZ,�RD �- � CLEANOUT ' � -���� _ ..� 2.0' 1D2.4 ��� : MAPS OF TOWN OF YAIL. COi_ORADO.,.AS ADl3PT�D BY C�J1�C�t. �JN . \ ` � � , L$"�^� + C(3NC. itl0:b �O�` � I OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTIl3N NU. 1� S�RtES . ' � w � � 35.s WALL : OF 2000. PARCEL DIMENSIOI�S AND TIES �. -. 8 , SEWER � 11) THE SOLE PURPOSE OF THIS SURVEY IS TO SHOW THE I�W CCjW�TRUCTION � PEFt LEGAL DE9�RIPTION @Y PARCEL DIµEN51ONS AiJD TIES UNflER�OUMD .s _ CC 98 � J i CLEAN�UT I IMROVEMENTS FOR PARCELS 14A dc 14$ AT THE DATE OF THE'SURVEY AND PER LEGAL DESCR(PTION BY � STC�RAG€ .,. EAGIE �✓AL1.EY SURVEYIlVG APRiI �j • $:o. I TOPOGRAPHIC INFORMATION SHOWN 1MT?�IIN THE COMMt)t+i AREi�. � -� EkGLE VALLEY Sl1RVEYING APRIL -' � EASEMENT ;� I v! 1981 (UNKNfl1�YN IF RECORDED) � o °� 0�1 \ ' . � 1981 (UNKNaWN IF RECORDED) � "' �* '�:'�►*2,� I 12) MEASUREMENTS AND T1E5 ON BilILDING PARCELS 14A dc 14B TO VI�OD 15A � ' �ocK w�,� � -"�� s'�� J o.�' 9$ '�OpS' • FRAMING UNI�SS OTHERIMSE NOIED. � ` � .r?B o.9' .�' PARCEL DIMENSIONS AND TtES f��R 9@,2 98 f SS� . / I ° : � �, o LAND TITLE GUARANTEE C0. POUGY / Z8 42� �. . � 13) POSTED ADDRESS: 1148' SANDSTONE ROAD. � ` � � ' , `* � N0. V2B820 O,S" � I � 0 0; � ` '�. �.,�,, . �s' 1 4,A ' BUILDING 3 14) NO DRtVEWAY AT T1ME OF SURVEY. ' i �'"'� ' ` BUIL�lNG ��.,,� 9�` OUTLINE � 15) THIS SURVEY AND THE INFORMATION CONTAfN€D HEREON IS THE PROP�RTX OF \ � ^ OVERHANG �200 SQ. FT. (CALG) ,3 �/ �► �` , �v EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR TH� SaLE U� tSF THE BUILDiNG , � \ OVERHANG � 90� � � i� . o ORIGItdAL CUENT ONLY. ANY USE OF OR TRANSFER TO OTkEFtS t'S' PRf)MIf�ITED. � 4B � � � PARCEL DlMENSIONS AND TIES ' I � ' CONC. 2 STORY WaOD �, � � , � PER LEGAC.QESCRfR7MUN BY � Z , ` � WALL FRAME BUILDIl�+tG � 1240 SQ. �T. (CALC} 6. . � EAGLE VAt�l.EY SURVEYING APRIL ' ; ( ,;:, . � WITH WALKO�T PARGEL UlMENSI�NS AND 71ES PEf2 ��� 1981 (UNKNOWN IF RECOR'�DED) �j � ' '' ' - w L X.X DENOIES CONIFEROUS TREE WITH APPROXIMATE 1RUNK DlAME1ER S4�'44�lf�ll'N ' � 88.5 (UNDER CONSTRUCTION) OLD R�PUBLIC NATtONAL TiTLE iNS. C0. � ,� �. FARCEL DIMENSIONS AND TIES PER • \ 30.05 � . o.i' PalJCY NO. V256283 � :,. �• �' ;,,, , � . 's� 4 t� � 3A � ON VI5365 GUARANTEE C0. POLICY ; I . \ + I o.i � . � '?�� , 88.5 88.0 . �, �s.s� � 8�' BU�:DING � �y ��./. ' BELOW c► � .3B 4i ( _ X.X DENOIES DECIOUOUS TREE WITH APPROXIlutATE TRUNK DIAMETER BELOW � \ � : B8.8 �` � (�i�ERHANG � : -+ �'?�� ' UPPER DECK _ �; �s.r- � ': p . f ,� �.!�,,:�� � v � . � ss�•4ro�•w , . � ' : \ ' 2d.�0' BUELDWG ;�'°a21.3� �.5 M • 0.5' BUILDlNG � � , - . . _ .. _ , . _ . . I _ . ._. . � . . -, . .. _.. . _ . . _ . . _ .. ._ . , ._ . . - .. _ . . �1 '� OVERHANG ��-_�_ "' OVERHANG . • . PARCE� 14 IJl� TABLE \ LOWER DECK : � I + 86.9 84,9 �, o.�' . ' o _ , . ._, .. . . �y S'�b'47' 'W o.�, � : UNE \ � , ' � � - _.. _ . . ._. . , . : L1 1 .. 1 1: 1� ( / � . }� S�WFR 2610 WA7ER �� � 90,2 , ,, �0.5 � • `I (+��w�''�-PtER-��-0 GLE�it�OUT 8$,0 CURBSTOP �UDECK �� 30 p�, :. � '�' . 1; �J � . � .. , . . . . . . � . � . _-. . ,�il �;,�;�; 84 \ � . ' L3 4 3.�G! , ` 0.7 � 85,0 � : ; L4 l x 5.1 1.9 ' : �, , � �. , ;, ; : ���Ti� WAtL I ' I LS N� 12 5t 3�{. �y ,i;� 1�•\ 82 P � 85,4 �,� `�„• , , ;/y ; : � r 0 �o.o�� '' IN�I. oUT � � �, `,, � ;��r�/ � LOWER � N�'?8'4 � n : • � � �� ; ,/,, ,: ' '�-� -._�vi , "'"'"^-�� I. DECK . � 30;p5� ' PARCEL 14. EAS�NENT UNE TABLE • � 4 P VC -�,� �; / , ✓. • _,,,, I �.r�l��+�,,,�� ����.. � � 82.1 ROCK VWALL , , , , , ; 85.7 -..,., ' ' . L6 SStI�"�7 OQ 1#; . . ` . , ' ;.-Y �• •�-. . ; . � � L7 N33'1° 1 i ` � i���B�?I11151 C�'N t�F �` � .. ��, , , � : � �8 +� � \ � L9 �231 � 1� �. . � . �'37'�� 1 f p. • �.:Q�� ��"+� ��� Jb1'..� �'a! - � � � C \ .��1C, 78 4 .` - 2.a . �a+ ------ � � 8� i',y-'" r� . + � o.� � �' �, ��� I I " ' � � '' ' : .;:� �6 ��`;; �; � APPROXiMATE LOCATION \ oRa,aNncE COMMO�J AREA � ' � ; , : � � ' � I I LOT A-6 dc UTIUTY 0.3X2 MEDIUM HAZARD DEBRtS EASEMENT t� FLOW ZONE • \ ,: ���,-, 0.5 � SEE I�OTE !0 ��'`_� �10.0� 0.3 74 • i�, � I ,,ii'i.� _ ; � . -� 78.4 . 0' ' 10' , 20' 30' �-� 72 , �C:REATIOI� AREA I IMPROVEMENT LOCATION CERT��'ICATE \ ��`�"r ; 0.3 PARCEL t?lMENSIONS AND TIES � � J hereby certify that this Improvement Location Certificate was prepared ' . _ � 0.5 < � 0.3 � . . .; . .: , , � ;��, 7 _ � • � �0.4X2 SH4�V PER FINAL PIAT CASOLAR I for THD COLS?RADO ' ' \ . , ��� 0.5 � VA(L li REC. N0. 173934 � � I that it is not a land survey. piat or improwem�eret survey plet, �d thgt it is '�''�� � � t/) not to be relisd upon for the estobiishment of fence, buttding or other fwturs , ,` I ` 6S � 0.4 I improv�ment lines, WATER � ., * .:, � � v i further certify that the improvements on the above described �arce) on ,, LEGAt QESCRIPI�ON: \ FEATU.RE `' . ,, . 0.3 � � p this date, 7/10/08 � excrept utility connections. are entirrely within the 0:2 `�� ROCK WALL e6 � � � � boundaries of the parcel, exc�pt as shown� that there, are no encroacfirnents , � - P�4RCEL 14A; . : ,. , u 0.3 � $ m upon the descrbed premises by improvements o� any adjpining p�erniises, '[�3Q� P�t?IOt�1S OF PARf�L 14 AND COM#�ON RR�A OF \ S6 , ! `,�,.-.�'r(. '"' 0.3 I s v, � - �--!r� `�` � ` exce t as indicated, and that there is no a arent evidence or n of an 'CA� 1lAiL N A �Dt1�lS{Oh1 R�D�D fN BQOK 277, AT ,t�.:�y.�--���...,�..,��--.`: fV P � pp , � � � t � �'�k� 3�4 tN TW�, pFftCE. OF Ti-1E �AGLE CQUNTY. COLOR�DO F'LAGSTDNE��-; -` 0.3 � easement crossing or burdenung a�y part of �cid perce, except as o ed. . _ � CLERK �hi#7 RE�t�tfl�R, �ESCRI�EQ AS FOLLOWS: ` STNNE , �PA'�10>�- ;/�.- 63,6 ��, , ,, : � � ��}t�4��y..,,t; BE CH r � • +`,'c =���aJ''''tf .�� �'��� , + 64,4 � � ' B�flt�. . � AT A I�OINT WHE{�t�E THE MOST 1MESTERLY CORNER :• :x� '� :. 1N'G _ \ � ,,,��c,� 63,6 � � ` . �„ ;0F �A� Vr�IL q B�IkRS S5�'*9`27"W 120:�8 FEETc $ 0.3X2 �`.�% I � Mic„ti� ;.i'�, •• •* +� � �' 4 � 63.4 r� ,,,,, � �"""-� : COl�ra��'.4S � �� . Thl�`1�'��'+Ei�"� 30.00 F`�ET; THg1�E S33'12'51"E 38.33 `�� , 0:3 N3 . ' \ � � '`t�� �6�'7 @�"11�1 3.� FEET; 7HENCE S33'12�51"E 1.92 , . ., �41 : • .;> , r^� � - f� '� I ; .zs.. ._ =' i' r . :: : .. .. _ F'�`�: ;I�i�� *�':4��f't?9"IN �6.10 FEE7: 'TH�NICE N33'12'S1"W 0.3X2 , � ' . � 6p p�, BLOCK WALL � _ �4t3��$;:��,.5� ��`pO1NT 0'F',�.t��1NlNG, C�?h1TA1NING 1284 0. •�%,� • � � 64,1 , ' '-' +`�� � . - `,•�� �':'�kQ�;;t'3�i �ESS� �Tl�[ER iI�FTH AN �ASEAAENT � BUhLDING OUTLIN= I I � . .:� � t {S�.�: �t.��t� SY(�Af�E AR�'A. D�SCRlBED AS �OLLOW: � ,. � ���0.3 ��, ���,��.. 4� y 1�54, Date..Y'�'�'`�' .. ; \ : " '��,ftt���}+��t Q��� A� A PO4NT N��ICE "I� MOST 1NESFERLY CORNER � 0.3X2 ..' � .; ',;, : DRAINAGE I C� ��►1£#: �J��t�:AR 1fA�l.. If .8�,��i2$ S�$'3f'S4"W t5Q.34; TNEt��CE . ",-% � �,• 65,2 � dc U11UlY _ � ; ���"^�1".�.i��� ��ft TF#£l+tk� hil56'47'09'E i1.2� F�E7; \ ROCK WALL . 2 �, . DECK W ,,/ : -�, , EASEtdFNT I �::�'#�"t'�'St`W';1&$0 ��'C; .T4�E�1� 5�8'47'08"W 11.25 / H _ 63,6 � `._` ! � DECK � ' . �1' � '�:;F�fli1�iT.€5� �GtNM1NIG,` Ct3htTAlNif+� 211.5 SQUAf�E _ � BtSl1�F�IN�, �i '� +65.1 � ; . � ��� ;\;,,-�. , ��,,!� G� k;�. m , t�V�RHA�#G � � ,.. : � i SURVEYOR'S CERTIFICATE : _ . \ PARCEL DIMENSIONS AND T1ES / ;;� i<< ��, . t� Michael J. Post. a Professionvl Lond 5urveyor ceqiste�^ed und+er the Idws of `���� �'�. . " � SHOWN PER FlNAL PlA7 CASOLAR : . �' 1 �' ` ���IY the State of Colorado, do hereby certify that this tc�pographic suryey wps - , ;'�����.OF l���El. 14 ANt� COMtr40N AR�A :QF 1.2 . " , .� ;; '�_.. _:.=., , . ._ ., , VAIL If REC. N0. 173934 + 63.2 �QO' � I made by me and under my supervision, and thot the sirrv�y is t�ceurctt'e and ' � ;C� �'i�„ H �:: .R��4FRfi�D lN:B4QK ZF7, AT .�` •. � • correct to the best of my knowledge. = -. ; . ` � � . - ,.;, �! ..:;.. lfi�,,;'� ' _; QF' THE �A�_C�U�ITY, CQlf:1RAD0 S - •. �► � ,�.:.r.,��.,,. � 'u,� '`�v , _ , , ���rc�� +���.:�si�re� xs ��a,.ows: PARCEL 12 I � � �s� 0 3 BUILDING • °+ � : \ �' ; � OUTLINE • ,; . . - . . � ;'. ; '�;�#Iht�3 Ikt;l4 k�3fl�T WH�?!t�E 'TH£ M03�' W�TEFtI:Y CQRN�R " , � Mich ' I BUILDING • :,� . � +* � .'.. "�; ���4�� �iA#L. II' �E1�,�`S 555'f 2`�6"W 150.3�► F'EET; � R�` DECK . . Colo.�adc� k�:L.S. 30 t� �`� . . ���.�t���"E '.3�:� �T; 7H�hi� S�3't Z'S1"E 4U:�5 \ . � OVERH AN G . � : _ �f . ; : ,., . �y .; .. .. ,. .�:. ,,_. _ jj� ' . ... `i _ • �,�-� :� *�:'� '�'� 11�:�tU ��T; '�{+IGE �t33'�2'81"�V � .� $� � �"� �"�•�r, ! [� e �. ar . - . . � � � . � . . . .. � . . S_.� . . . . . � � . . . . . . . •` � . . � . . .. � ��s. + ti � . . 'i \ � - �=�.'�>.. �k����'"'� �:f�(1 F��T: 'F�l�f+€':� �+t33'1�&1 W _ , , , � � P�RCEL ONM�lV�IONS At�D TtES , �� ' ;�� . . . . . � . , '. .r . _ .. ; � �� �,;:f�'�i'�;�;.CA�' �{��� l�d+� .�CT T0 AN � ,ry�',;� a . �„ , � .t ... . .., . , , , ,. , > <: _�_: , . b ED .:- , :. . ,� A� t,�'1���C#t'�lJN S'�'Cf�+A� �A. DE9Gf�t18 �3WA1 PER FIMAL PlAT CASO�tAR ' ... , ��+V� ' �.� �e .ti . � > _, \ ° � Y�tC II RE�C. NO. 173�34 $ �. ,� ;�.�,�€ ��,�� `titi,� '�` '�' , � ! . ' � r..' ,..,.,..,• .. , " . . . . J . . . . .. . -' . . � . . . . . . . . � . .. . ,��f� �f�5 _ � i . ..�_. .: . � . . j� . . . . . . . .� � � .. . :'. . . .. ..� .. _�. � . . . � . . �,` � . . . . . � . . . �. �.. .- . �-' . - . . . . . . . .. � . ', . . .: .. . . .. ' . . ,' . ..'. . ._ .. ..,. . . , ,` '� - - :: '' , .,�. . ".�_ � � . . . . � � � � . . .. . � . .��. � . . . . . . :���� ��'.,:�A..�di�l` ��AI.� TM� A�fi�ST 1�5:'f�RLY GDl�NEIt �� � �.�.:, tl , � P�t�iC L 11 . � •. �� , � _ �. . ���� �., �F 1�14�tS 5�3���.4 Y�V 150,�4;,,TH�1�E � � S`a�• , � s, �f� - �. � , , �,; � ��C« •"f'�1'' . : , , N'�i5`.�1�':�i9"E 11'.25 T• �"IY � ���: � .,, .� ,, � � � . o � ; IfNf�ROV��I�NT LOCATION CERTI�ICATE � . � , :.: W �� ,, ��`w�`'���:''."����'��s'� '��i :��`.�����0�~�`��.��- s r,,� '�' _ '� 1- , - �� �:',.�,�rtrt;ct� ���u�: c�r,a��+r,a 2��.� �a�E _ N ,5� � . �cll �/ � �1 ' : PA#���ELS 14� A(�D 14�B, CASOL i� A L � � - �, �• � '' ` ����i�:�:'� �".�� � O'(L' bt ' � C� �1�',��'��� ,_ ' . ' � . "'a PA�TCAL TOP4GRAPHIC SUR1lEY, C�0l��I���1 �AREA - . . � �� �. . \ �N : .:_ .... .: . . . �� � �, � ! A P��T 4F CASOLAR VAIL II _ � a r�. ��. . , ::. . ,.. . . , . : :: : ° �`o �:�t.sr.��, &�, .,� � . _. 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' . . . . . . . . . . . .. .. . � .. . . . . . . . 1 11 . . . . . . . . . . . . . . . . . . . . .. .. �� . . . . . . .� . HW m Q I 17-2 GONG TO GOKG.' ` a , „ 6 1/2 � a I � �� � -I i l-I 'L = � a , � �i- a I 8,� _ _ � 0 . „ _ _ _ � _ 8„ 8-O I/2 - `i- N „ tr N .� � � 8-O I/2 � � <a � � � - D � DN o - m z Z �- ( I o � , � � �r � e m � o _, o I � � _ C��' � � � � � r a m � 0 0 . . . . �., . . . . . . . . . . . � � . .. � . . � . . .. .. . . . e = � . � . . . � . . � .. . � d . �. . . . . . . .. � .. . . . . _� . b . . . . . ' . . . �,.. � . . . . .. � . . . . � . � . . . . . .. � . ~�� � . . . .. . p . . . . � � . � . . . . . ' . . . . . . . O�. . ��� . N = e �� _ I _ � � _ ;, ' cA � O — — �— ++w �W o _� � � � . ', � � . . . . . . . . . . . . . . . a � . .�.... . .. . � . � . . . . � . . . . . . ". . . . . . . . . a . m � .. � . / . � .. . . . . . . . . . . . . . . . . . . . .. . . . . . � - . 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M��SUiz�M�NTS 0� TH� ,�5-BUILT �� �� _ � �� servlce,This document shall not be used or ST�UGTUR�. IT IS NOT R�i�RES�NTED TO B� f� SURVEY. - _ I/4 - I -O �e 14 cop�ed in whole or part wlthaitthe wr�tten consen�of the f'res�dent of Galen A,Aasland, Archttect p,C, - � PROJEGT N : - i O 2006 8 ti ; Df�TE: 6-14-07 ~ REVI510N NO: ,, � � DRAWN BY: J�tM 6A� / � _. ' � �,.' - � w�..:m�_:�.�., _ _ r , a . . . . . . � . � . � � � . . � . � . � � � � � . � . � � � . . . � � .. � � � � � .. �. � . � � .. . � � .. � � � .. . . � . � . . . � �� . . � � . � � � � . .. . . . . . . . . . . . . . . � . � . . . . .. . . .. . . . � . � . � . * . . . . . � . . . . . . . .. . . . . . .. . .. . � . . . . . . . . . . . . . . . . � . . . . . . . . . D 0 �i�_�� � 2�� / — — — — — � � — — — — — — � I ( I ( �C. DEGK BELOW K D�G I I . 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Arch�ct�'.C. . i'ROJEG7 NQ: �44�a-S DAT�; 6y14-47 - i��'JI510u i�0: �RAI^4�1 PY: JAMIGaA. � , .� �.. ¢ �, � , ' ., , �, , , � • �- � \ , , , . _ - � �„,-f , GENERAL NOTES TR AT ITH ,!'� ; 2X�6 E �� ED W , I/2 Q> X 10 ANGHOR EXT�RIOR STUD 1 . � IVE LOADS USED IN DES IGN: B . I F CONCRETE SUPPL IER PROPOSES USE -0F FLYASH HE SHALL PROV IDE OWNER WITH H. PREFABR ICATED WI�OD MEMBERS ,SHALL BE THE TYPE NOTED ON THE DRAWINGS AND �_ �� WALL WITH SHEATHING � BOLT paT � O �ETTER IND ICAT ING COST REDUCT ION AT T IME OF B ID , THE MODULUS OF ELAST IC ITY SHALL BE "TRUS5 JO 15T" AS MANUFACTURED BY TRUSS JOIST INC,ALTERNATES � �� " A. r ROOF SLOPE <4: 12 100 PSF OF ALL CONCRETE SHALL EXCEED 1MC1 ,5 33 �� OR 57 000 �C NORMAL WE tGHT SHALL BE` REV I EWED BY THE ENG INEER . TO BE CONS IDEREQ ALTERNATES SHAL� S" GONGRETE SLAB ' ` ° CONCRETE) . t � HAVE A LOAD CAPAC I TY I N BEND ING , SHEAR AND DEFLECT I ON EQUAL TO OR GREATER [XXX-'XX"] - ON-GRADE WITH �5 � g, , ROOF SLOPE >4: 12 � 80 PSF THAN THE S IZE SHOWN ON THE DRAWINGS, WEB BI.00K WG AND BR IDG ING TO BE AS „ �.T ID" EAGH IN/�.Y ' C. CON7RACTOR SHALL SAIA�CUT OR TROWELCUT JOINTS IN SLABS ON GRADE . JOINTS RE U IRED BY THE JOIST MANUFACTURER . � ��� TOP �4ND BOTTOM , � Q �� � C. FLOOR 40 PSF SHALL BE SPACED TEN FEET AND SAWCUT OR TROWELCUT 1 /4 OF SLAB DEPTH X 3/16" - . � � , W IDE W ITH IN 12 HCURS AFTER POUR ING . 'CARRY ALL SLAB RE INFORCEMENT THROUGH 1 . LAM INATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOW ING STRESS : -._. �. , ,. ... :.. . ......•,•� •• ;�_•: � � � D , GARAGE 50 PSF JO INT, CAPAC I T I ES: FB = 2800 PS I , E = 2 ,000 ,000 PS I , FC = 750 PS I , FV = 285 PSl . e " . , a , `_ , �=s� ' � � . , a � '� i BU1LT UP MEMBERS SHALL BE CONNECTED IN ACCOROANCE WITH MANUFACTURERS • � � � . ; E , GARAGE POINT LOAD ' 3000 D , SLABS TOPPING FOOTJNGS BEAMS ANp WALLS SHALL NOT HAVE JOINTS IN A RECOMMENDATIONS. CONTRAGTOR SHAL� HAVE THE OPTION OF USING 3 1 2" OR ' ° � � � # HOR IZONTAL PLANE . ANY STOP IN CONCRETE VtiORK MUST BE MADE AT TH IR P INT F 1 4" WI M M R / l2)-�5 ' a � , r � : D O O 5 / DE E BE S. . . , . , . o , . o � , F , IMPORTANCE FACTORS SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE :O�.00• °:O�.osr °:O�.od. :0•.od. : � - ; 9TONE VENEER � , _ .o .o . .o . .o . AT RY H WN A N TR T I N I T HA A Oo..� O ..4�Oo•.�DOo..�� � , C EGO I S O . LL CO S UC O JO N S S LL BE S DETA I LED OR AS REV I EWED BY THE 1 1 . NON STRUCTURAL ELEMENTS . . . . .o„ n • . „ •� • . „ .� • � . ... SNOW FACTOR IS i ENG INEER . _ _ _ . - - � 4 = = = = - - � °�.p � WIND FACTOR IW I � A. ELEMENTS SUCH AS NON -6EAR ING PART IT IONS, ETC. ATTACHED TO AND OR �"m° ', � - - - - - GONGRETE TOPPING `` {� � T a I I I_ -�] ,. y E , ALL;.CONCRETE WC)Rk AND REINFORCEMENT DE AILING SHALL BE IN ACCORDANCE SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIQNS AND _ _ _ _ ,� ; , , - - - - - �' _., ,►- �� , G. W t ND W i TH AC I BU I LO I NG CODE 318 LATEST ED I T I ON UNLESS NOTED OTHERW i SE . USE OTHER STRUCTURAI� MOVEMENTS, - - - - • , �_ ° � _ � � �, �. � ; � 3 SECOND GUST 100 MPH STANDARD HOOKS FCR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED ED OF L4X4X3B EPDXY-DOWEL �5 X 10 C� ` � GES �`Q PHi+. T Mp. TI .^ �., ,� , � FASTEST M I LE 90 MPH CONCRETE WC�RK SHALL HAVE 3 4 INCH CHAMFER . B. F I RE PROTECT ION FOR ALL STRUCTURAL PARTS SHALL BE PROV IDED AND SHALL'MEET (A5H L 5 X AT t ,4 , 6 DEEP � _ _ . ,f' ; PP.INTED) WITH , INTO Y�Ii�LL , - EXPOSURE B ' ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE . ��- „� 4,,, .• 7 , REINFORCEMENT ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED 3/4 X _ , ' - PA SIO . . , H. LIVE LOADS ARE REDUCED PER CODE 1F APPLICABLE . ' _ UNRESTRAINED-UNLESS NOTED OTHERWISE . EX N N ; �_ �� #g X 4'-O" �.T I'-O" , A, ALL RE INFORC ING SHALL 8E' H IGH -STRENGTH' DEFORM BARS CONFORM IN T A TM ANGHOR AT I 4 - - ' ' '�" ED G O S � ' ' ` , K �'x � F.; i . CODE USED IN DESIGN, INTERNATJONAL BUILDlNG CODE , 2003 EDITION , - A615, GRADE 60 EXCEPT TIES� STIRRUPS AND PLATE ANCHORS V�HICH SHALL BE � 12 . GENERAL • - - F RM AR A TM I NAT I N A 1 RA 4 R A T , . ,, ,. . DE O ED B S. S DES G O 6 5 , G DE 0 0 S M A706 GRADE SO. ; ; : 2 . DEFERREO SUBMITTAL . A ENGINEER'S ACCEPTANC MUST 8E S R F R A STRU T RA TIT T1 N • .� ' • E ECU ED O LL C U L SUBS U O S � ,e3 TIES �.T I -O � � , B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE _ •• ? \ _ � A. bEFERRED SUBMITTALS PER SECT ION 1063:4. 1 SHALL BE SUBMITTED TO THE BU IL.D ING LAPPED ONE FULL NESH AT S IDE AND END SPL ICES AND WIRED' TOGETHER . B. ' VER IFY ALL -0PEN INGS THROUGH FLOORS ROOF AND W4LLS`WITH MECHAN ICAL. AND ' ` '�. OFFICJAL AND THE DESIGN PROFESSIONALS AND REVJEWED PRIOR TO INSTALLATION . ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, S1ZES. LINTELS AND � o, ' R INF R M NT PR T T I N N N T TH RWI . s R IR TJ N AR ' , ( C, E O CE E C EC O U LESS O ED O E SE. �� , EQU ED CONNEC O S E CONTRACTOR S COMPLETE RESPONSlB I L I TY. (2)-#5 AT I'-4" ! B , DEFERRED SUBMITTA�S ARE: 7 . COrvCRETE POURED aGaINST EARTH 3 � � � , ,� a HORIZONT?.L , � 2 . CONCRETE POURED IN FORMS (EXPOSED -TO WEATHER OR EARTH) 2 C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER , „ • . _ ,� _ , (XXX-XX ) • 1 . STEEL SHOP DRAWINGS 3 . COLUMNS AND BEAMS (TIE BARS) 1 1 2 ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER S APPROVAL OF CONNECTIONS ' ,� , ,, 4. SLABS AND WALLS NOT EXPOSED TO WEATHER 3 4 AND' SUPPORTS SHALL BE -0BTA INED . UNL.ESS SPE I F ICA Y TA IL N a � � ; � ) / C LL DE EO O , , w� C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSE� ARCHITECTURAL AND STRUCTURAL DRAWINGS RESPECTIVE SUBCONTRACTOR � !. : ' � ; .� 9 PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE D . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SHALL` FURNISH ALL HANGERS. CONNECTIONS, ETG. , REQUIRED°FOR INSTALLATION OF , � � �" DOCUMENTS, SECTIONS 7 .5, 7 .6 AND 7 .7 OF ACi 318, LATEST EDITION. HIS 1TEMS. �. , , _ � : � : . , T ST ING INSPECT IONS AND OBS RVAT IONS• ` N P I F R INF R M NT A X T A _ .' 3 , E , E , E . O S L CES O E O CE E SHALL BE M DE E CEP S DETaILED OR D. PROViDE ALL EMBEDDED ITEMS IN STRUCTURE aS NOTED Orv ARCHITECTURAL, , �E e AUTHORIZED BY THE STRUCTURAL ENGINEER , LAP SPLICES. WHERE PERMITTED , SHALL MECHANICAL , ELECTRICAL AND STRUCTURAL DRAWINGS`� MISCELLANEOUS EMBEDDED � ° � � _ ' A THE STRUCTURAL ENGINEER DOES- NOT PROVIDE IN P TI N F N TR TI N A MINIMUM F 48 AR IAM TERS F R AR AN MA R N N . '" , � ' � S EC 0 S O CO S UC O , BE O B D E O #6 B S D S LLE U LESS NOTED ITEMS A D ANCHOR BOLTS 5HALL BE FURNISHEO BY STEEL SUPPLIER AND INSTALLED o STRUCTURAL ENGINEER MAY MAKE PERIODIC OB5ERVATIONS OF THE OTHERWISE . MAKE ALL BARS CONTINUOUS AROUND CORNERS. BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . ` , CONSTRUCTION� SUCH OBSERVATION 5HA L N T R P A R IR � • • � � S l. 0 E L CE E�U ED , �, �, � ,� a _ _ � INSPECT IONS BY THE GOVERN ING AUTHOR IT IES` OR SERVE AS SPEC IAL F. PLACE TWO �5 (PER S TH ICKNESS) WITH 2 0 PROJECT ION AROUND ALL OPEN INGS IN ' E . PROV IDE ASPHALT IC MAST IC COAT ING ON ALL STEEL ANO WC�OD EXPOSED TO EARTH , , 4 INSPECT IONS'� AS MAY BE REQU IRED BY CHAPTER 17 OF THE INTERNAT IONAI. CONCRETE WALLS. SLABS, AND BEAMS. ALSO PROV IDE TWO #5 X 4' -O'+ D IAGONALLY AT � ' I IN DE ° BU LD G CO . EACH CORNER. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL - " , � � " STRUCTURAL STEEL. THE MANUFACTUR ING OR FABR ICAT ION OF ANY I TEMS PR IOR TO � - , ' � B . THE FOLLOWING WORK SHALL BE INSPECTED 6Y THE SPECIAL INSPECTOR UNLESS G . CONTINUOUS T�P AND BOTTOM BARS IN WALLS AND B AMS SHA P I A • � E �L BE S L CED S WR I TTEN REV I EW OF SHOP DRAW INGS W I LL BE ENT IRELY AT THE R ISK OF THE � �� , � , SPEC I F ICALLY WA IVED BY THE BU I LDJNG OFF IC IAL . FOLLOWS: TOP BARS AT M IDSPAN , BOTTOM BARS OVER SUPPORTS. CONTRACTOR . C4)-�5 X 6-O , , � � �r�- EAGH PIER/WALL ° t�- 0► , '�' IhIT G TER ON .10 f EN � 1 , SOIL PREPARATION 8. STRUCTURAL STEEL • G. WATERPROOFING�' VAPOR `BARRIERS. WATERSTOP , ETC. , SHALL BE AS SHOWN ON THE \ � ,JOI NT , ARCH I TECTURAL DRAW I NGS AND AS I ND 1 CATED I N TH P I F 1 AT i N � �` E S EC � C O S. 4 "C� O a , 'EARTHVNORK EXCAVAT ION , PLACEMENT AND COMPACT ION OF F ILL AND A. ALL STRUCTURAL STEEL SHA�L CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS _ r ..�' �_ u �_ �� � _ I O OR I � Q> _ , �., IN PLACE DRY DENSITY OF THE COMPACTED FILI. FOR CONFORMANCE WHICH SHALL CONFCRM TO ASTM 992 , 50 KSi AND EXCEPT PIPE COLUMNS WHICH H. ALL MASONRY AND STONE VENEERS SHALL 8E ATTACHED TO IN'FERIOR AND O � � ) � W I TH TH APPR V R P RT GONGRETE PIER WITH E O ED E O . SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A50d, -GRADE B , LATEST EXTERIOR WALLS AS SPECiFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING ° -� - • - . - c fb)-�5 vERTIGP.L aND �9 .:., ED I T I ONS. STEEL ..UPPL I ER MAY PROV IDE ASTM A572 , GRADE 50 AT H I S OPT I ON . CODE. , „ � -i,.. u� st 1 i4T I - P +i > .a:. �, 2 , CONCRETE CONSTRUCT ION M tSCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL . 3 T ES O LU5 a — � � �p � , �2�-#3 TIES EAC.H , . ,.._ � , i . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHAL� BE CHECKED AGAINST FIELD AND r , fk TT M • . ; a . PER IOD IC INSPECT ION OF RE INFORC ING STEEL INCWD ING B . ALL STRUCTURAL BC�TS SHALL BE A 25N IN TA T A M IN IM M N TOP ND BO O r , 3 S LLED O U S UG TIGHT ARCHITECTURAL DRAWINGS. � � � p PRESTRESSING TENDONS AND PLACEMENT. CONOITION . AL� ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED ° 4 � \ V , � ; —.� b . CONT iNUOUS 'INSPEGT ION OF PLACEMENT OF SHEAR RE INFORCEMENT, OTHERWISE . , J. ' CONTRACTOR SHALL' VER IFY ALL ASSUMED EX iST ING COND IT lONS. I F COND iT IONS �J . - - - � .,� , - ,,. d � ��_�,...< c . PER IQD IC VER i F ICAT ION; OF WELDAB I C I TY OF RE INFORC ING STEEL OTHER ARE D I FFERENT THAN ASSUMED , NOT I FY ENG INEER , . � . . . � � .. . . ... . .. . . .. .. . .. . . � . . . . � . �. . . . . . � . . . . � . � � �� .. . � � . � . . �. . . . . � � . . .. . . . .. . . . . . .. . . . . � a .� . .. � . . � . � . � / ;. :�.. -. . � .: � THAN ASTM A706 . C'. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � � I V R 1 1 T I N �� .� , , a d . PER IOD C E F CA O OF USE OF REQU IRED bES IGN M IX . LATEST PROV IS IONS OF A ISC MANUAL OF STEEL CONSTRUCT ION. K, PRE/MANUFACTURED' STA IRS, HANDRA ILS , AND GUARDRAILS NOTED ON FI.AN SHAL� ' � �, ., , � e, CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED HAVE A�L ENGINEERING. DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND • , - ., ,� . ,., � TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND D , EXCEPT WHERE DETAILED OTHERISE� FABRICATOR SHALL SELECT STEEL SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL < � � % A 1R CONTENT TESTS AND' DETERM INE THE TEMPERATURE OF THE CONNECT 1ONS PER A 1SC "MANUAL OF STEEL CONSTRUCT 1ON" (ASD) , TABLE 1 1 -A ENG INEER REG ISTERED IN THE STATE OF COLORADO. STA IRS SHALL BE DES IGNED TO a I!2" X b" X ID" STEEL .� � IV R T AN R �� �� CO C E E , D/O A i SC S I MPLE SHEAR CONNECT I ON MANUAL W I TH A325 N BOLTS (OR WELDED SUPPORT A L I VE LOAD OF 100 PSF. SEE ARCH i TECTURAL DRAW INGS FOR ADD I T I ONAL Z PLP.TE WITN (�)-HEX X � ' , �. �-°'�., - � � �;,.,, f NTIN S INSPECTlON OF CON R T AN H T R T P A M NT IVA NT T PP RT A IN I AT N � __.�a , CO UOU C E E D S O C E E L CE E EQU LE ) O SU O LO DS D C ED O THE STRUCTURAL ORAWINGS. WHEN REQUIREMENTS AND CRiTERIA. � , NUTS T., � F R R P R APP 1 AT I N T HN I .;a: O P 0 E L C O EC QUES . LOADS ARE NOT SHCWN, SELECT CONNECT ION TO SUPPORT 60% THE TOTAL UN I FORM : � „ �� . ;� g , PER fOD IC INSPECT ION FOR MA INTENANCE OF SPEC IF IED CUR ING LOAD CAPAC ITY PER A ISC MANUAL OF STEEL CONSTRUCT ION FOR EACH G IVEN BEAM , TEMPERATURE AND TECHN I QUES. AND SPAN . 4"cP MIGROPILE �� . . � , A ��,,,�. R�: SGHEDULE ,.,,.,,o. � g�a E 5��v��v �nnme� �.�� � ,.:� � ; _ � m�tdr $ I3 �'�S� P'v rr� �. 3. STEEL CONSTRUCT ION E . ALL WELDERS SHALL HAV V I N F PA IN TH AM R I A GONTINUE MIGRO N .. .�n , S' . �n�n . ,.-�, E E DE CE O SS G E E C N WELD ING SOC IETY . �t���a smv`�a �� a . � � . .. . . . . . . . . . . . . . ... . . . � . . . . . . . .. . . . . . . . . . . . . . � � . u� . . . . . .. . .1! O�O�y . �� O��oDOO x..x� . STANDARD QUAL IF ICATlONS TESTS AS OUTL INED IN AW5-D1 . 1 . PILE REINFORGEMENT q. ►� � o�o �o �y �},x��� - �_ �� �_ �� w �q��e��� m �`�� ,� ��� �.,r� o , ALL WELD ING SHALL RECE IVE CONT INUOUS SPEC IAL INSPECT ION 4 O INTO I O N THREAD BAR � °� oo� 1 M Q ^^p �� � , � �oo� �,�, ^ �� PIER FOUNDATION ANGHOR � .� ����o^a � , - EXCEPT THE ' FOLLOWING: F. M IN IMUM WELDS TO BE PER A ISC TABLE J2.4 BUT NOT LESS THAN 3/16 CONT INUOUS , � aa$.... �$� y$� ��-�� 1 l NG DONE I N AN APPROVED FABR I CATOR'S SHOP W F I LLET UNLE S NOTED OTH RW I ' y � �+ " ' � °- � °�: . WELD S E SE . ° � n� �� � �a � �e ' � �. , ACCORDANCE W I TH SECT I ON 1704 .3. _ `� d a' �?�� ° b . THE SPEC IAL INSPECTOR NEED NOT BE CONT INUOUSLY PRESENT G, FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECT IONS , PROV IDE HOR IZONTAL SHORT � � � � � ` �� `�'� R IN IN F TH F L OWING ITEMS PROV IDED THE MATER IA SLOTS IN CONNECT ION MEMBER ON Y WT - T I N AN0 � ° a � � � DU G WELD G O E O L , LS,' � ( SEC O S , GLES OR SHEAR P�ATES) . .• � �' WELD ING PRUCEDURES AND OUAL IF ICAT IONS -0F WELDERS ARE CONTR�CTOR�S .�LTERN,4TE `� � � " � � � ���n' � � � , � �� VERIF IED PR IOR TO THE START OF WORK; PER IOD IC INSPECT IONS ARE H . PR�V IDE TEMPORARY BRAC ING AND PRECAUT IONS-NECESSARY TO COMPLY WITH ALL p N�'�'� ' MADE OF WC�RK IN PROGRESS; ANO A V ISUAL INSPECT ION OF ALL WELDS STEEL ERECT ION STANDARDS AND TO WITHSTAND ALL CONSTRUCT ION AND/OR DET.�IL TD I/S�O ���b� � � _. � . �`,.,.� IS MADE PRIOR TO COMPLETION OR PRJOR TO SHIPMENT OF SHOP LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT , `�- �: WELD ING . LATERAL SYSTEMS AND DECKS ARE IN PLACE , • �`�,�' ;, �� `�� 1 , S INGLE PASS F ILLET WELDS NOT EXCEED ING 5/16 tN S IZE . �I ��?..�.., , , ��. .n.. ,- -, , iR AN RAI IN Y T M 1 �� � � � O I �1 � Y 2. WELDING OF' STA S D L G S S E S. . STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP �'��. : , � �,b ;! ' c. VER I FY WELD F I L�ER MATER IALS CONFORM TO AWS SPEC IF ICAT IONS DRAWING T 1ME FOR AP1Y REV IS IONS TO ERECT ION DRAWINGS NOR FOR ANY REV IS IONS 3/4" = I=0° • _. ��, ; AND- MANUFACTURER'S CERT IF ICATE OF COMPL IANCE IS REQU IRED . TO P IECE DRAWINGS PR IOR TO ENG INEER'S APPROVAL :OF ERECT I N RAWIN � �"�' � 4 O D GS. � �, d , PER IOD IC lNSPECT lON OF THE STEEL FRAME TO VER I FY COMPL IANCE , f� ° -� � � WITH THE DETAILS SHOWN AN THE APPROVED CONSTRUCTION 9 . NON —SHRINK GROUT 8" GONGRETESLAB ;, M NT S CH AS BRACING STIFF NING ' MEM R ATI N AN _ # DOCU E S U � E � BE I.00 O S D ON GRADE WITH 5 , ,� _, PROPER APPL ICAT ION OF -JO INT DETA ILS AT EACH CONNECT ION . A, NON -SHR INK GROUT SHALL BE PROV IDED� i�T 10 EAGH WAY � e, VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS 1 . BETWEEN COLUNN BASES AND CONCRETE UPP RT " S O S. TOP f�ND BOTTOM SPE IFiED `IN THE APPROVED CONSTRUCTION DOCUMENTS 'AND 2. BETWEEN BEAM BEARING PLATES AND N R T PP � C � CO C_ E E SU ORTS. � ;. -_ MANUFACTURER S CERTJ F I ED M ILL TEST REPORTS , 3. GROUT SHALL BE COMPLETE ANO HAVE A M IN IMUM COMPRESS IVE STRENGTH _� � f , PER IOD IC VER IF ICAT ION OF H IGH STRENGTH BOLTS , NUTS AND WASHERS OF 6000 PS I PR IOR TO ADD ING BU I�0 ING LOADS ABOVE, �' FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVEO ` , . . . •. . "t � _ , ' , CONSTRUCT IOtV DOCUMENTS AND MANUFACTURER S CERT IF ICATE -0F 10. WUOD . a . • , O : � ... � � .. . • . . .. . � � � . .. . � .. .. . . . � . . . � . . � . � � � . . � . . � .. . . . �. . � � . � . � . � .. . . . . . .. ... , . . . . . . �.� . � � . . . . . � . � � . . . -. . . � . . . . : . � � . � � . . . � . . �. , . °d 9 ..a . e.. . . � . � . . °d : . . . � � . ... � . . . . COMPLIANCE . f� . . . . ., . . . . . .. . . . . � . . � � . . . . . . .. � .. � �� � � � � .. . . .. . . � . ..� - .�.� � � . � � . . . . . . . . . . . . . . . .. �.�W � � , � a a . � , a , � . . . . . � � . . . .. . . � .. . . .. . . . . . . . . . . . . . .. . . .. . . . . .. . . . . . . . . . . O . A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR LARCH GRADED BY WESTERN � , . . . . . . . . . . . � .. . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . ' . d . • � a� . � � . z..-�.�. . . . . � . � . � . � . . . . . .. � . . . . . . . . . � . . . . . � � . � . , 4.' FOUNDAT IONS 1M1�OOD PRODUCTS ASSOC IAT ION AND CONFORM ING TO INTERNAT IONAL BU ILD ING CODE . .• . o. , < e• ' a o. • . .�O.Od. .0• � . a , sr. .0•. . AS FOLLOWS: _ • ' •o a . < •o .o - .O .�QOo..�. • Jo..O po.. � a .� � � . . . . . . . . � . . . . . . . . . . . . . . . . . . . . a � . .. fl . n C1 . . . . / .� . . . .. A, MAX IMUM SO IL DES IGN PRESSURE 2500 PSF �A _ :,.' , . ,. . . � . .. . �� � . . ... � � . �. . � � . . . � . . � . N � N � 1/ � . �. . . . . � . . . : � . .. .. . . .. . . . . . . . . . . . . . ' . .. . . . . . .. . . .. . �.:�. �..-,� � �-- � ' .. . . - _ �- < : � O _ '_ 2 TH ICK 4 TO 6 WIDE (WALL STUD ONLY) STUD Fb 700 PS I . ._ . �. �� _ �� . � B , ' CONTRACTOR TO FO�LOW A�L RECOMMENDATIONS IN SOILS REPORT NO, ' 1061017 2 TO 4 THICK 6 AND WIDER NO, 2 Fb = 900 PS { - _ - . <, �� _ �� _ I I - �-I i• 0 �_ BY HEPW�ORTH -PAWLAK GEOTECHNICAL , INC , , DATED FEBRUARY 28� 2007 , AND THE 5 THICK 5 AND WIDER NO, 1 Fb - 1350 PS ! � � t � 1� � V SUBSEQUENT REPORTS DATED. MAY 10 , 2007 AND JANUARY 30, 2006. NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR �� �� �� �� GONGRETE V� X 6 X 10 STEEL r ( l ., � � 6 TO ALLOWABLE STRESS INCREASES, . TOPPIN6 P AT WITH -H E 2 EX � L f ) V 0 A F T I N AR I N VAT I ONS SHOWN ARE ASSUM D EXACT BEAR I NG , C, LL 00 G BE G ELE E , N T � V RIFI IN TH FI WITH A T A N IT1 N Y � `'�' �5�-#5 TOP AND ( (� , ELEVATIONS SHALL BE E ED E ELD C U L CO D 0 S B B , WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND � Z _ _ BOTTOM � v ` � CONTRACTOR WITH' APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS NAI� ING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER . �3 TIES AT10° � � ,� � ,� ; , SHALL BE A M1N IMUM OF 4$ BELOW EXTER IOR GRADE , 4 � MIGROPILE � � � , � _ , U C. TR EATED S I L L P LATE �UMB ER MAY B E H EM F I R , STRUCTURAL �}7 GRAD E , NOT�: GONTRAGTOR 5 , „ RE: SGHEDULE � l A F T I N AR T P A ON F I RM UN I T R NAT RA I R 2-6 D . LL 00 GS E O BE L CED , D S U BED , U L SO L O .4LT�RNATE FOR MIG � v 1L1 PROPERLY COMPACTED BACKFILL , APPROVED 8Y THE SOILS ENGINEER . BACKFILL D . PROVIDE METAI. CROSS BRIDGING NOT OVER S' ON CENTER FOR ALL 2X Wt�OD JOISTS . PILE EXTENSION RE� 5 . VSI � SHALL BE COMPACTED TO 959b MINIMUM MODIFIED PROCTOR DENSITY PER ASTM SO� ID BLOCKING �BEt'WEEN AL� JOISTS AT ALL SUPPORTS AND ENDS F ANTI V R `' • 1 7 N THERWISE RECOMMENDED � IN THE SOILS REPORT. IF SOFT SPOTS ARE O C LE E S � _. D 55 U LESS O IS REQUIRED . � � ENCOUNTERED REMOVE SO I L' AND RECOMPACT W ITH APPROVEO F I L� (RE: S�i L ' ; ;�, �, � 1L1 -,_ P T F R R IPT ION OF BEARING SO IL . � F , :_. ,; RE OR O DESC ) E. ASTEN ALL Wl�OD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE � � TABLE 2304-9 , 1 UNLESS NOTED OTHERW i SE. _ � _.__ � C �C f O � E . CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS lN 12 � l�l 2 �� _ � �� � I INCH MAX IMUM VERT ICAL L IFTS OR AS RECOMMENDED IN THE SO IL.S REPORT, REFER F. LAMINATED BEAMS 3/4 - I -D � � ` \ \ TO SOILS REPORT FOR BACKFILL MATERIAL � . 1 , ALL LAMINATEO MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR �AR H AT 1 � 1� C 2 rr, PERCENT MOISTURE CONTENT IN A R AN WITH I CCO D CE V4Cl. B . ALL S IZES SHOwN , v l �l A AIN T R V WA NTI TH R � F. NO BACKF 1 LC ING SHALL BE PL.ACEO G S LOWE LE EL LLS U L E �OWE ARE NET. �..J , � LEVEL FLOOR AND MAfN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED , 2. LAMINATED MEh�BER SHALL BE DETAILED AN� 'FABRICATED IN ACCCRDANCE � CONCRETE SLABS SHALt BE PROPERLY CURED . : WITH THE STANDARD SPECIFICATIONS FOR THE DESlGN AND FABRICATION OF . � � STRUCTURAL GLUE LAMINATED TIMBER , LATEST EDITION AS PUBLISHED BY AITC. I ' G. ' CENTER ALL FOOT INGS UNDER WALLS, COLUMNS OR GR ID L INES UNLESS NOTEO 3. PROV IDE UN ITS CONFORM ING TO A ITC 1 17 " 24FV8 D .F , F R NT IN ' I � , O CO UOUS � OTHERWISE ON PLANS , MEMBERS AND CANTtLEVERS AND 24FV4� D .F. FOR SIMPLE SUPPORT MEMBERS. � MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE H , CONTRACTOR TO PROVIDE , AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED CLEARI.Y STAMPED ON EACH MEMBER . ' - ' F 1 LL UNDER FOOT WGS AND INTER IOR SLABS -ON -GRADE , � , .. , G� PLYIM�OD DECK AND OR SHEATH 1NG. 1 � I , NOTIFY SOILS ENGINEER WHEN EXCAVATJON- IS COMP�ETED SO THAT CONDITIONS MAY 1 , PANEL THICKNESS SHALL BE AS SH01hN ON THE DRAWING. APPLICATION SHALL ' � BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE , ; • BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWnOD ASSOCIATION. ; J, FOR SO I L DRA I NAGE REQU I REMENTS REFER TO SO I LS REPORT AND C I V I L. DRAW INGS , 2 , EACH PANEL SHALL BE I DENT I F I ED W 1 TH THE GRADE -TRAD MARK F TH E O E 2 �f�� .�� �/��� � AMERICAN PLYV100D ASSOCIATION AND SHALL. MEET THE REQUIREMENTS OF ' A N RA RE , ' 5 , SL B O G DE U .S . PRODUCTS STANDARD PS I , LATEST ED I T I ON FOR PLYVNOOD . ALL PANE�S �•••••�.r.',��' � W!-1 ICH HAVE ANY EDGE' OR SURFACE PERMANENTLY EXPOSEO T TH ' . • �a_ •.,.�',�(` . , o E ; � P ; '� �' : PROJEGT NO. '1334 A TH PR PARAT ION OF TI-iE SUBGRAOE FOR THE SLAB ON GRADE SHALL BE lN STR ICT ���� � ���F�" 0• :� ' , , E E WEATHER SHALL BE OF THE EXTER IOR TYPE. , � �,�v�� �; ;�c►� „ _ _ d .� �: ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE 3. FOR FLOOR ING USE 3/4 T&G STURD I FLOOR PLYwnOD SHEATH ING GLllE� AND - Q: .,C7 DATE: 04/Iq/2001 CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION NAILED wITH 1DD NAILS AT 6" ON CENTER ALONG PANE� EDGES AND AT 12" ALONG U:`r �� �� T NI A N IN R � '_ REQUIREMENTS TO THE GEO ECH C L E G EE , INTERMEDIATE SUPPORTS. § � � ' �� ��,�.,a � � � ' 4. FOR ROOF USE 5/8 (40/20 SPAN RAT ING) EXPOSURE I PL�'V�OOD SHEATH ING NA ILED � � .. � • B , MOVEMENT OF THE SI.AB ON GRADE MAY CAUSE DAMAGE TO ANYTH ING CONNECTED W ITH 10D NA I L5 AT 4" ON CENTER ALONG PANEL EDG S AN AT " .ti. REVISION NO: E D 12 ALONG •• ' REl/1510N0 Q7/12/O'i TO BOTH THE' SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE, ISOLATION INTERMEDIATE SUPPORTS. ' DETA ILS FOR PART IT ION WALLS � BASEBOARDS , P IP ING AND OTHER ITEMS MAY BE 5. EXTER IOR WA�LS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE I PLYWC�OD SHEATH ING REVI510N0 08/28/Ol REQUiRED . REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE NAILED WITH 8d (OR 1Od) NAILS AT 6° ON CENTER ALONG PANEL ,, � RESPONS IBLE MEMBER OF THE DES IGN TEAM PR IOR TO CONNECT ING ITEMS TO BOTH EDGES AND 12" ON CENTER AT INTERMED IATE SUPPORTS. ALL PANEL EDGES ` � REVISIONa IQ/19/O'i , .' THE SLAB ON GRADE AND OTHER PORT IONS OF THE SUPERSTRUCTURE . SHAL� BE BLOC'�CED . � ' REYI510N0 II/OI/Ol , � b 6 . FLOOR AND ROOF SHEATH ING SHALL BE INSTALLED WITH TH FA � RA IN 6 , CONCRETE P RP N i AR E CE G � REVI510N� II/2�/O'1 E E D CUL TO SUPPORTS WITH END JOINTS STAGGERED , 7. INSTALL SU tTA3LE EOGE SUPPORT BY USE OF PLYCL IPS TONGUE AND � REYI510N0 02/12/08 � + ti* A, ALL CAST— IN —PLACE CONCRETE" SHALL BE MADE WITH TYPE I / I I PORTLAND CEMENT, GROOVE PANELS OR SOL ID WOOD BLOCK ING SUPPORTS. R y� � �y ti � ; T STONE AGGREGATE AND SHALL SAT ISFY THE FO�LOWING REQU IREMENTS: � . E 50 � 02/5/08 , , � _ . REVI510N� 03/14/O8 CONCRETE I TEM F'C M I X TYPE MAX W/C RAT I O % A I R REQ. 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SLAB Q4 �- ° - - : � � Q � I . q '�rt ' i �t i s� � . � ,-., . � - -� , � -1: _ --- �Y � _ _ _ , ; - � ,� , „ _ � - � r,5. :' - , .. ; _ _ _ _ � r � 4 � � e q q �� �,2 _ ,._:�- - �� C T F Ol�l 1 0 o �1 -. �o�-o° � io�-o° i �- ° �U : o "'� _ " , , _ _ . „ j � _ � tl1 ry . . � .� i .,, � 3/4" = I'-o�� m .. �88 5 � � 0 - , „ . „ �. - o � � �;; m 3 � tY _ � .i , _i 2 -4 13-3 � . � - i -1: i - � . : ; � G ,� �- - , �, :tE. , �.�� : '�fi _� i4 MIGROPIL � �� .� d�3 - MIGROPILE B � r ',�;�'* i STEP � x - o � , � ,:: - S i (t1 _ E MIGROPIL E MIGROPILE ; .- . . _, i ffi i,,� i 6 O � B ROPILE '�t ff � E MIGROPlLE • ° ` � � ? � � ;,. , CONCRETE MICROF')L� SC1-IEDULE - O r- ., � - �/� ------ ------ - --------------------- : .. � _ , ------------------------ - ------ ---------- --- - --------- ---------------- - - ------ --- --- -- - p . , „ - , .. � .. . .. ���17 � ... . . . L_ .. . . . � . .� . � 'C,�B.. � . �.. . . � �. . . . � � � . . . . . . . � � .- � . .. . � . - . ,. . . .. . . � . .� . �_ - t '.� . .. . . . . � . . � � � . . � � � . . � � . . 8 � � „ � , (V TYPE 91ZE SERYIGE LOAD GAP.4GITY [KIPS] , ' � r'1�CiR�P � ,�, . . 2 � ' � •;.;' � � � � � n gm.r 5�tvrtv r�nen�a . � . . � . . � , c � ... ��� �� . �' .. . � `�. . . ; •. ( i � ' 2� 2� . . rl�.V�O� �O cv 9k noo . . �Q .�:. / �1�, � ,..� � vi�id� t'3 a� t°3 �n a.�. , $ ; � - - - - . -: ' - - - - , -� - , -, - _t - - . -. - - . - -: : - - - - ' � _ . � GOLUMN N� .. ..n � � y � .. �. _� �� � �� T-fS-✓r' 3T/�R3 T7�R3/�; l � i � „ � �� 20 KIPS LI�/E L0�4D � 4`4 K, �mm `..�t I :� " "K8°°da� . � en� o3p0mma ' 6 ` � '_- (V _ ,,, . "". 't. � ' ., . � A 4 Q� o�o . GO MN ' _ _ A f: � coy � � 1,� � � 10 KIPS DE D LOAD 3 MIGROPILE MIG IL �� �1� �y'°��� � `0�� ��� . �� � M . . . . � . .� � i . . . . . �� ������ �������������������� ����� ���� �������� ��� ����� � �� ������������������������ � r I . � . . � . � . Y/ � ppR7 ..J � . . . - - - � -- .�QIIQMOF------------------- ---------- - B � � o � � �4 Q �ooQ d- WP.LL STEP � , _ _ _ �� 30 KIPS LIVE LOAD . � �� N � � a� �a , ,, IGROPILE �� �� �_ � �_ �, �_ �� �_ �� �_ � �� � , �- B 4 G� � a, ac��� �n� '� . �t��.,� / 4 O 6 O O O 5 O i , , , :, POSSIBLE GOL JO NT Q 40 KIPS DEAD LOAD ' � • � • � HS X3XI/4 �- y � 2 � _; LOGATIUN WIT 2X2 � p� � �� , � �a � �e � 2 GO MN t' -. � :-� _ `� � � a� --• i , .> � ._ , VERTIG�.L AND (6I- 5 X � �� 10 KIPS LIVE LOAD � � � � A 5 . •. ,,, , � . .„ i 56 � E 4 � G) � , > � � q ; - q Q2 `ts � � � "` HORIZOHTALLY GEN ERE O IS KIPS DEAD LOAD p ra b 3 6 „ _- .} .. ., � .. ' MIGROPIL � MIG PI .. . ., 2 3/4" ,_ �� �� ' i ; ��; , N JOITIT _ i� � � ;• •� (5)-2X6 ;..';� � 6 ° � �� MIGR PIL c.� MIGROP LE MIGROPILE H I 6 � � zi�; � i G •; P, D p,, `� tV (8 - ) � H55 4X I/4 �' S5 3X3X1/4 , .. , � � . GOLUMN' 4,. STEP , �� � � �� B B B � GOLUMN ;., i � � • � � � . � � �86-1 ) . -O i I I i � GOLUMN �� i 6 B � �,,t � L q • _ . �� • . � , , Q� __ N ($8'-5" � GROPILE g 6 6 ? � MIGROPILE ,- : S P = � _ _ . rs,,r.r=�,,,�,,:,,,,.,,., �.rt ,.,t.,,.. ,,,,;..,,�, � ,'w :,�,. � i�1; . .,,.. ,,., . ,.� . , „•, ,.,.. �,._., ...,n,,. ,,. � . � . . . � . � .} . ' • .., �r.':,�..,_.. ,.4._�^'2• .` :��s .... ,.: �� ��� ������� � . �1 . . . . . . . . . .._.....:� �- .,.. -`.�. . , ,,,, ,,,,,,, , .:_ ,.. , ....,. '.:..,� - , - : ,..- . , ii � � , � ... . . . � . � . � � . . � . � � � � - - - � c:i 5=-" �� � ��� � � . � . . . . � �{' . . �{.. . . . . � � . . � . . - a �t ':;^'s�.: ' . . � � � .. � ... . � . . � '`" : . . •�• . : � . . � � . . . . . . . .. . . : .. � . . � . 1NALL _. - ={� :a.,.1� .;s. :�•�.�+� ���,• ,,�� ;,- :�w ..rYft .� rYa..:'��,.:w" ���� . � ,. . . t. . , ,. , , � ,.,. ; • ;�<>., . ,. _' :' � s � :. .�. , ., . . , " " � STEP , - ,,,. ,.;,,.,. :; - � . �� ' ` _ G p , i ;� - - - -a-1�-}- - 9'-II" " ' ' O ,,. �.. .. ,,.. : � , , . ;5., j � ,,,;,. .r � ...�� = I. SERVIGE LOAD GAPAGITY �✓-HALL IN LU E A MINIMUM � � �- Q ; � = � - � � (� � � I d� � '- ' , " d' ' " i'�` d. (V SAFETY FAGTOR OF 2.0 _ , � b � � �� � • _ � � ,,,,` � ( N 4X4X3/ - �<, � " � B MIGROPILE ' � �� I q. _ ----- �-&-�1 J _ ___ ,�, 2. PILE GONNEGTIpN-TU 1N1�LL OR FOOTIN6 SHALL dJ _ 2 -O ( ) 2X6 � '�' . - --- -. - --- H55 XI/4 ::,�, t� ! � ;;� _ �.,� lT ;� O = ! BE REVIEWED BY ENGINEER OF REGORD PRIOR - ,, s3 MIGROPILE GOLU N GOLUMN q ;. DOWEL 5 X 0 I REMD�/E EXISTlNG ( � = '` -� �'LL O K1 TO INSTALLATION �' ; � �� � � , � ��`,., � S7EF � �l' , ,_,, 6 DEEP INTO � .l,r: - � � ! � ��,' � �.� H55 4X�X1/4 FOOTING TH15 AREA q ` I EXISTING FOI�NDATION II � I �'- /g° f _ MIGROPILE B `#� BOTTOM OF � 3. LOP.D 7EXT OF ON-SITE PIERS IS REQUIRED. m I .._ _ � � � �� i i GOLUMN 2 = ;'��` WP+LL 5TEP � q , . f � LLAT10 � � � � , , � �_ �� �_ �� � � ,�;= �- q O 8 O 2 � - 4. 501LS ENC�INEER 5HALL INSPEGT INSTALLATION OF - ; q (H55 3X3XI/4 51 r NEW 8' SLp.B ON � � "'` MIGRO-PILES. ��/' • � _ Q WP.LL STEP ��,r, B MIGROPILE I I GOLUMN ,_ „ GRADE 1^IITH #5 AT 10" ;>�_,�. - _ ,., .,,, � ,� 10 O EAGH WP.Y OP P�ND � � O . 2 6 ` ;; � 5. [XXX'^XX"] INDIGATES TOP OF MIGRO PILE ELEVATIDN. O ! ' ;' MIGROPI � E I I � �.,, �- B LE IGROPI E E , , �� C - � ----------- -- =----- - -- -- -- � " - _ Q8 I � EXISTING I "� ' � � , _ O F r = „ �, ,, ::. o FOUND,47 f Oi�i NOTE S: �C � .. . , . . . .. . .o.� . . � . � . . � . . . �.� . � .. . . . . . � ( I� . . . . . . �� �NE7 . . ( � � � . . . O u � n. ii �ar,. . �� � . � � .. . � . . . � � . � � . � _ q - � _ _ _ - ; _ , ► _ - _ _ 3 , a'� N �_ �� � � � , I , _ .... , ,� � 1. DATUM ELEVATION 100 O EQUALS EXISTING MP+IN LEVEL FLOOR SHElkTHING � � '� �, ID , . i � � � ''' ' ' i ' '' ELEVATION. � O ' � a- � I - -- -- ---- - - �--- r, _. _ - EXI9TING } . - �-----------------=--- =}�r� 7 . o � ,_ „ .. �-�r = .�, 0 � `-� / 6 = SLAB ON 6RADE , ( 5 J ;ta �„ �� � , g � I I g MIGROPILE B _ ,:; - - - 2. [XXX X l INDIGP.TES TOP OF FOUNDATION WALL ELEVATION. ` ` � � . � � ry '=•' -` , o TOP OF ��l � U , „ ,.,: : � � _ ,;: � �� ( 8a 3 MIG PI E SLAB �-� Q ��, _ _ ;.;,, m _ 3. ' (XXX X ) INDIGATES TOP OF FOOTING OR MIGROPILE ELEV�4TION. � � I I L_ v ' � �.���: ! I I � , �. � Q v O o TOP OF _ , �;� r WP.LL � E 15TIN REM ---� � i�= 4. GONTRAGTOR SHA�L FOLLOJ�I ALL REAUIREMENTS LISTED IN 501L5 _ I I � � X G EXISTiNG � � SLAB � 13 :,c � STEP - FOOTIN6 ► r EXIS I G /� :��� �- � REPORT. Z � Z - WALL � � � � ���,. , � I I EPDXY DOWEL q � I I WALL r' i - ` ` ` , � � �� � �i - � . , ,<, . # _ OPENING _:- BO'TT M F O , _ 5 X 3 O 6 i =.r. O O _q 1�1 , u � ^�` ,,. 5. GONTRaGTOR SHaLL PLS�GE (3 5 vERTIGALLY FULL HE�GHT OF � EXISTING I I „ � ;. � � � ♦ :,{� � _ I ._ „ r � �j r>. WALL STEP � ,� V - SITE WALL 6 DEEP INTO �il I 8a 3 - � � , W1�LL AT HIGH SIDE OF P.LL WALL STEPS HIGHER TH�.N 4-O IN ` l � , i �_ �� . ,,� ( � ( /��b8 I -I � � EXI5TING 15TIN i � ; � � V TO REM/�IN it GUT EXISTIN - --i - - - - - - - - � i�DDITION TO WALL REINFORGEMENT SHOWN OTHEf2W15E. 1L� � TOP OF TOP OF ! ' ! � ( `FOUNDATION � � i� � OTIN FouNDS�riD � i�: r -1 � I I /kT Pi+. I PLYWDOD ( EXISTING SLP�B � i t � O ,;t,a 1'A ., INi�LL 5 G WfaLL AND , .;�= � � � 6. ALL FOOTINC�''a IN GRAWLSPI�.GES SHALL BE B�GIG FILLED WITH � � ( .. �- ..._,,....�:.- .. .. , . �__.,.. . . . .. . . � ..I�. .I �..� . . . . . . . . . . . . . ' . y ,,._.,..r,, . .�,,, ,.r.,.... ...�. .,r � . � � . � . OF NEW FDOTIN I 10 , �._,,. _� ..:� ,_�, . � FDOTING ! �� y�.:���:. ..K�� _;��:•�� •- r;��}3�.�`=������7,: GOMPAGTED STRUGTURA�L FILL TO THE TOP OF THE FOOTING ` ` ` , I S EP 4 , . , ,.:.. �,. . ,E. rt���.......n � � AND INI�LL REINF RGMEN 1MALL � INALL I ,,,:. MINIMUM UNLE55 N�TED OTHERLVISE ON PL.4N5 OR HOWN ON 1�1 � � I � � � �_ � STEP � T P 5 AB �,_�u �[, � �� , 5 � : l_ - -- - - - - -� �-- - -- - - �88 I - - - - - � � - - -- - - - - - - - -- -- - - 5 E- - - - - - � _s : [104-4 � � � L_ - I SEGTlONS. � � - - - - - - - - - - : - ;. Q �. i � __ _ _7�� _7__ _J i � , '7. FLOOR ELEV.4TIONS SWOWN ARE AT TOP OF SLAB OR AT TOP OF ` ` �\ � � ••�; � I {� PLYWOPD FLDOR SMEATHING. - _�L_ _L_� �1 �, - _.L_1 •� �. .s,v� . . . •.y .�S^ 4.. t� . . \\ \ . . . . . . . '+n. ��1 _ .,t . . . �:}`:��5 r GM I� •1 . . . . " 'J." �'I:' �4�� 5'S. ..xi�� a,t Y'` . . . . . `�}'=� �qY i:J''i4"i" Y.�. . . . . . . " t'1�55Y.� .�.•.�_ . . . `.7�':+`� .o '7. ,.'Y . 6 r . . 'cKj," ^3�; ?i=t�'•;i..». 'S^�"'. . . . . . . «.e'�- 'i ti+ •.�f�' ?;r' •i%�'i:C't z - .wst-1 . . �, �" S.:'' , �. ,. :r-.,... . ,•.�. ,,a,d' :.��� :t' "'i;°�.:' ,a;�' ,�. .s.�, :r_ ,�.,... ,;�,� ..i :.fi'';�, ,t' .�- �'ur'� y�+ .l. 'ur> :•;F�t.ie',^�i'".. .�r' ``i?+' „�1, -�. �s.� .�, •,:=;'�'.� ,,'s" �r.,�' :�i.,.?,,. n• �.�.;; i:�•,.��:+'.�. ry�4 .r• .� �' �fk"� . . . . +:+.� :r; '.i;. �t:,� ,;�'= '(•' A1 .'�. �,, s I . . . �T .0 'V1..� � e�t'�' :}��„r+iN• ;:,,.�, �. r-' '�s $ . . - ,'r� .,t.�».. r.. �� i:>=.. �49'� - r�t 3 a wk;. Nn�.�i �'Y . '.�;6 �Ll -.> •!. - .ii,.. . . � :f �',�: i:ie: . ' iK�: +'Y :�5�. k• 3 . "r', 3-"< K+' r�:'3 �i. -2�1:;".,'. ,�'n-<s�.,k,4 . (' ' � ii. a .x Y . . , r..., - f. �K� . "'.d`"�i7:.�.�..Gn.i7' - 1 „ . . � ��+�... •4-� .a. � .��>: �ti .t�r�' � � � � . 4'' - - - - r - - - ���_,., - - - - -- - - - - - - - - f,t::-.�.>Y a - ,i, _ . . . .. , . . - - �"re!>' . . � . . . . . . . . ... . . . . ",3" � . . �: F TIN VATI N H WN AR A � `.;a�..� �.. 8. 00 G ELE O 5 5 O E M XIMUMS AND M�+.Y NEED TO ; r ";°.,..,'<, .;.�. . :,.w�, ,,.,. �:;.,, . ....,. -. , ., :, ,, .,,:., ;., ,.;. . ,, .., .;,,,, - . , ,,,-� , ..;�,.�...-,.. � � ;,_. ; �. . ,. :�.. ,. ;... ,.. �,_-��w. .:. ,;_ .,� ,_ My � � �_ „ � �_ �� �_ �. �_ � . A_ NOTE: PLikGE STEP ` �.�r,., . _. � [03 4 ] L OC! 6 ] [103 O ] [l03 4 �?.:+': �Y BE LOWERED DUE TO SOIL GONDITIONS. VERIFY GHAN6E5 WITFi (� / v . . � 1. � . . . � . . . . � � . � . � . � .. . . .. . � . .. . � . . . :�f�^ . � . . n . r.,�ti., � . . � � � � .. . . - � � . � � . ! . � . � _ �.W.-,- I I/� AtN�kY FROM :_y, I � a STRUGTURAL EN6INEER. 11_ - , ., m i ,>,�;?,3`^_?:,i:� '4;.4 LOW SLA.B q ��'�` / , � - � •�.�', (V m � ,.,�.,;;�; .�:�:. �-.�., rK+'9 ' 1 �a.',",3 ,S, , ��?��� sr�..�. i \�' , ., � . "�be". rt;r . ' .�.. � _ p ,�;;; a,�'•�,; ;�� :r; �1. PLAGE SL.AB ON GRADE ON STRUGTURAL GOMPAGTED �ILL OR _ ..,.� ��� �.,� . , r ;,, m _ �,, .;,�, �,r.� r,.. _, .. , .,. w _. �. . . ,. .., .. - .........,, ., ,. „ .,. ,��_. , , , . . ,.>M - .,.y„ � ,;,,, ,,,,,,,,, z.,._:,__,. ...:. .:_..•.,-..�.. I a ,._r, ,.., .:� ,..,.� �m, s��,,. , . _, . ..,T; �,>,.� � N TURAL 6RADE F.S OUTLINED IN 501L5 REPORT. , . . . . . . . . . . . ,i ... . ..V . . , r ,,...� .� ., , a x, t, � .� r. r,.:,-... -,t ,.s�:..> , .a,, .,,,... . . . . . . _ . . . . . . . . . . . . . . . . . . . . ,..�,. ,,c.: r � . . . .. . � �_ _.. � � .i �f,+..4�,. k..t.,.�+'�.:..rt�r.h.n .a.r.,`r ,- n :..,b �,,' . . . .. . . . . . . .r.&, � '�'.� a ��:j J.. .. .��� �+�f�%. �t.. .. i u m .f.,, �..f. . , . .:_�:,. �. .. f�. � . . �.� < � ,Y�'rf����� r�r>.>,� � �t...,,r,i.���F r���'��y._.�_�t�'k,r ,,}^^,r.�Fl . . . . , � � � . . . ... � . � . . . . . . . . . . . . . . . . '�.J,p; r�.,,6c2 . . . . . '. . . . . WA L . . �'+. �, • x,;... _ ,�,�, `� :�.... . . � . . � . . . . � . � � . . � � . � � . . � � � . . , , „�.,., .,. .,. EPDXY OWEL �5 X 3 O , � - �.. .�:��-��U_:��:� N � _, STE [l04'-4" ° 10. UNLE55 OTHERWISE 1�lOTED - .t+.LL SLaB ON GRADES �RE 4° THIGK r � Q I AND F TING AT 5PpGlNG ITH W I W I W � W 6X6 2. X 2. h1�LD@D IRE FABRIG. - I OF NEW FOOTIN6 �ND iN�LL R INFORGMENT 52 II. PRO�/IDE GONTROL JOINTS OR GONSTRUGTION JOINTS AS SHOWN - ( ON FOUNDATIO'P�t PLAN. MAXIMUM I F A H f�R A H � 2 5 ZE O E G E 5 ALL NOT I ' EXGEED 225 FT . I , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - --- - -- - - - --- - - - J � I2. GONTRAGTOR TO GODRDINATE ALL DIMENSIONS AND DETAILS ��_ „�,_ „ (8q'-I") (8q'-I") `/ fbq'-I"J WITH p.RGHITEGTURAL DRAWIN65. g 3 3 6 � 13 o a c.� QI c� 13. GENTER FODTINGr-J' UNDER WALLS �ND GOLUMNS UNLE55 14'-3 I/2�� 16'-3° '-8 3/4' � � DIMEN510WED DTHERWISE ON FOUND�TION PLAN. PROJEGT rt0: '133�f ', DATE: 04I�1 '1 14. REFER TO ARGHITEGTURAL DRAWINGS F4R 5Ti41R FRAMING DETp.tLS / /20C 35'-5 5/8" 14'-4 3 4�� � �� �_ �� AMD LI�.NDING SLAB E�EV�4TtON5. i / 9 -8 I/8 '7 I I/2 . , 15. .4LL SITE WALLS N4T SHOWN ON THIS PLAN SHALL BE BUILT PER , �_ „ REl/1510N- NO. 66 b ARGHITEGTUtZAL LANDSGAPE PLANS, DETAILS A.ND ELEVATfONS. REYI510N0 07/12/O7 51TE WALLS SHALL N07 BE GONNEGTED TO THE BUILDIN6 UNLE55 NOTED OTHERWISE. ,t�': REYI510N0 OS/28/O7 R�t;��.,, . tJ, ........ y ,.••' P. ''••.F';t� (tEY1510N� ID/19/07 �� 5p ; � N ��� '9 �;�1 REYI510N 0 I I/OVO� � �. ou�� � � � u� � � ��� � �� :'Z �c+s V:Q Z 's�g d REYI510N� l l/27/O'1 : :_ �� Y e � RE 1510N0 02/I�/08 a • y. �� REYI510N � 02/15/08 . ��1 � �o��lD �� fo�l �� �� . . o .. . � EVI510N0 03/14/08 I 4��_��_ �� � / O REYI510N� 03/IS/08 ,� , _ GHEGKED BY: H5 DRAWN BY: AYON , � � . . - � . . . . . , . . .. . . . . . . . � . � . . . . . . . .� � .. . � � � � . . . . . .. . . . . . . . . . . . � . . . . . .� . . . . . . . . . . . .. . � . . .. � . , . . . . . . . . . . . . . . . .. . . . . . . . . . � � . . . � . � . �J . {F�. . . . .. . ..�.�.._._.,.�..�.._.............,, . .. . � ....- . . .. , . . . . � . . . . .. . . � .. .. . . . � � . . . . . . . . . . . . � . . . � . . � . . � . � � . . ' �; , � � ��� �/� NOTE� FORM PLYWOOD ��� ve SHALL BE REMOVED .�,�* H � AFTER GONGRETE : c�,''p.�G ��' �, • HAS GURED. t�r ,��� , � SOLID 6ROUT '��. 8" GMU WALL � a , ,V. WITH #5 AT 8' �:N�� �,�,',� A o Y,w,;., . .�,� VERTIGAL AN ' ��,�'��.� � . . � � � t`";,:• . :-'- �2J-�5 IN BOND r 6" GONGRETE � , ,.:.;� , �}>^. . •• � .. BEAM AT 6'-O' iC� �Y f�] , , HEARTH SLAB w:; .; �;4 AND 8'-0" w � WITH �4 AT JO" p; : INSTALL 3" . ' - :.'� W TOP O SLAB c. � F�E BRIGK . '':�;+ STONE VENEER z- � ,�.F . .e. (WITH 3" LEG P E R I R G, W AT .ENDSJ `'�: t �003 ;. :;�'� STONE PAVERS � A ' Q ,.+ �;�; AND GROUT � . -• � �. .."�: P; : . , : ,. L4XA�X3/8 WITH � . #5 AT 8" Xry k., , - � .` , ,;.. 3/4" � X 6" W 4 _z;�� nI� r` EXPANSION � o � 6�� ; ANGHOR AT 2'-O" a $ .\ m .� . . .. ' � . , , . , �••' � � e ,d ' 4 :• I I'. , 1. I . ' . }'.. • I; I • I.I •' .e.' � . a , .�� 1 d e . I I�,;. .�.' • •i'i ' ',�I t' d. . • ! ' �= 6 , �� E� A � ' EPDXY-GLUE FRONT '��'' `• :; Z Z , PIEGE TO EDGE �' ` ' "r. �LL M � . � . � . . . ... ��.t : .: . . � � . ^ „t . . I I/�' 6YPGRETE � . . • . • . . . . . .• . ... . �• .w �� z OPPING ° ' ' - � O . , . . . . y . d •. , •� • . . ,� • • i . ,.t�. . � �r�., � � .. . ' _ •• '� .. HEARTH '��� ,� U � EXTENSIO� � W — PER IRG, ���� ;���; � nI SEGTION ���.,N.....� RI003 10�� � T�. NSTALL I" SPAGE ��� ..�4`� '� ti ���n� ETWEEN.GONGRETE ��o��°n�'$� , SLAB AND JOISTS 3/4" m X 6" H.A.S. � N �y �� a � a°�i p��oo a , , FLOOR JO T E� PLAN AT 1'-O" go:or'�� ' ° WITH SIMP��ON U210 � 6b a�""� HANG�R STEEL BEAM RE� PLAN �{� �g �� ��_,q.�� WITH SOLID 2X WEB �d � PAGK WITH I/2" � THRU- � �3 AT I���� x 5�� BOLTS AT 2'-0" � o � ' ALL EDGES I'-�" n 8" GONGRETE SLAB � � O ' : " WITH #5 AT 10" EAGH � `/ � C � � O I � 3 WAY TOP AND BOTTOM 3/4•' = I•_O., ,a. � -.� � ��. , , . • . ,... ° NO RM PLYWOOD •';'. ` : -,�" SOLID 5 ED _; 5HALL MOVED ',:<' . . ',,: 8" GM LL5 ' � � - AFTER GONG ti WIT .. AT 8" HA5 GURED. ;•. . • : TIGP�L AND : L8X4X1/2X1'-O�� . _ ;�= , :� -#5 IN"BOND STEEL BEf4M RE: PLP.N V�LITH �6�-3/4"mX6" • „ ,; � � �� hIITH 2X12 RIPPED _.� ,, . . BEAM AT 6-D EXPRNSION BOLT EP�GH ° � _ . . �ND'b'-O" 1^11TH I/2"Q� BOLTS 51DE OF BEAM q � _. . .hT �'-O�� � •• • -� • teg .4T g.. X� : . ; � , 'ry . � . . STONE VENEER �� - ,• ry 6 , . : � . L4X4X3/8 WITH ;; , . ; �� �� . _ ., � . . 3/4 cD X 6 - I i/2 GYPGRETE . ,. . .. ,. . , EXP�4NSION D TOPPIN6 Q . ,: . .. �� � � ;, - .� P.NGHOR �+.T 2-O = ; N . . . . •a . . � . . \� � .. . � :. � � � . . . � . � . . . .. . . � ... . . . . . . . . . . . . � . . � � . . � . .. . . � . . . . . . , . . � . � . � . . . . . � �� . . . � '. . a 'e . . . . , . . . . . � . .. — � . . .. . . � � . � . � � . . � .. , . . . � . � . . � � �� . . . � . . . . .� � . . � . . . . . . . � . � . �� . . � : . � . . �. - �� . . . . . . . . . . . . . � .. . . .. � . . . . � � � . . ... . � . . � . � . ` .d � . ' . ° a . . . . . . . . . .. . . . . . . . . � . . . . � . . . ., �. . � � . � . � . � . � � . . . . : . . .. � .. . . . . . . . . . .. . . �. ...� . �. . � . . . . � . . . . . . . . . a . . . � .. � . . � . � � . � . � . � . . � . � � � . . . . .. . . �. � . � . //��,, �. � .. . . . '� . . .. . . .. . � .. . . .. . ... . . . . . . . . . . . . . . . . . . . ... . � . . .,, �.. . . . .K � . . . . � � . � . 0 �. �r � . . .. � � . . � . . � . . . . � . . � . .. . . . ` . . . 0 `% _ .y�y� _ — . . . . . . . . . .. . . . . . . . . . . . . . . . v� . . . . . . . . . . . � � � . . . . . . . . . . . .. . .. . . � .. � .. . . . . . � . .. . . :� . . . � . . . . . . . ' . . . � . � . . � � . � . , . . � .. .. . . . , . . � .. . . . . . . . . . . . . . . . . . . . � . . . � . .. � . � � . . . . . � .. . : N , � " � � - _ ,d. CV _ _ _ , • �� � , ' �� , ' NSTALL I SPAGE fV , � ETWEEN GONGRET B AN JOI T - , SLA D 5 „ �� , 3/4 C> >C 6 H.�+e.5. 4 � � �� : 12X12 GOLUMN 12XI2 GOLUMN FLDOR J015T E: PLAN f�T I -O WITH IMN � 5 U� O STEEL BE/�.M RE: PLAN , HANGER �_ �� WITH 50LID 2X WEB I 4 �I �� ,� - �� PA K ITH I Q> YHR G W /� U 1 # AT 4 � � � � � �I � ---------- ---------- ---------------------------------- 3 X 5 � � �� ALL GES I'�"- BOLTS AT 2-O �� _ �_ �� 2 � �,2 _ , o a �STRUGTURAL GRADE #I) �� 8 GONGRETE SLAB _ � q �� � , WITH 5 AT 10 EAGH � � WAY TOP AND BOTTOM F- � �� qa -a i i �2 , �� G T f 01�1 3 a , � , .. _ . ., � i TOP OF 3/4 - i-0 i � N tY DEGK ING i 1 i ,� � � �� � , - i (Z)-L 3 I/2 X 3 1/� X 3/8 X '► X� � FLODR SHEATHING _ �� �� � � _ m � N W 12 N W I WITH (�) 3/4 X6 ( 3�5) .fl V E 2X E f2) 2X 2 q �� i i � „ � „ ♦ , W _ _ � BOLT EAGH LEG AT I 4 .4T I 4 i � � i ��� � � H � _ ��► �"'" , � �� = HAN6 B.4Y PRAMING i- i . i Ni K FROM FLOOR .4BOVE I _ � � 9 . Q� i 8 i F-., X � Q i , i � .,,,,� . � � �.. i i 5'7 S'i � W�4LL ABOVE Q - i ,� i d � i/4 STEEL � ` W - i i � . � 14 ROLLED H5S 4 I/2 ;. 8x x � m 0 0 � � P�a� B�aM O O SHEAR WALL TYPE 3 F. , , SADDLE � ABOVE AN � D BELOW 5� i V _� .fl i _ _ i u.14 . ,(� r FLAT -- __ -- -- -- - � LJP.LL BELOW � _ ___ -_ _ iF- SHEf�R LJALL TYPE 3 �t' - — - V � RODF - __ � O O � _. _ _, , � ABOVE AND BELOW O O � = E ,_ _, _ � WP.LL I►.BO�IE RE� ARGH - � � O 12XI2 � ( � r � i � � - 4 H 4 4 I 4 �J GOLUMN C3) �X12 �, SS X X/ _ i I i 1� I� �GUT TD FIT GOLUMN ---- --- X4XI/4 GOLUMN >C - �----- . 6' i � i i � (5 -�X6 . � M I NT Y�tA T T F I T J _ GOLUMN UP � � GOLU N � � O LL " GU O i � q ` l � : ?. . TEEL BEAM RE PL N i � GOLUMN � � i � S .p � � BELO INTO WALL _ _ V�U � � � �..J � � I ( I ---- � ' -- ---- --- WITH 2)C TOP PLr4TE � / — ----------- ----------------------� r--- �� � � � ._._ .,._ ._._._. . ._ ._._ ._ ._. . . .-•-•-•-. •-• • - - - - - - - - - - - - - - E: PLaN . . . . . . . . . . . . . . . . . . . . C3I-�X8 i AND V� � BOLT i � STEEL GOLUMN R � � � WI i � i AT 2'-O° i i WITH 1/2" STEEL TOP PLATE s OX i t � _ i i i N � � _ I i i I 1 J . � I _ - N i � i I � X _ i � '�t . NEW FIREPLp. E ABOVE i Q � . � i ' i i � } N � H X4X1/4 X � N i i � _ f N � WITH STONE vENEER i . ,. G U N t- i � i I/4 X 5 I/2 � � 'd' � �., m F- � dl ' i 2 � i _ _ � U ONI�Y 3 � d� 12XIZ Z Q W � i - i i _ i _� i tt) GOLUMN I Z � H� � � � � � �l�l 2 � � � i �� � 6 - X6 a i 8 G NGR�TE SLAB i Q � � � X ( ) Q _ �L : RE, EG. 3/53� i � � � I i/2" = 1'-O�� _ r 2X12 A7 - dl V i � 6X6 GOLUMM � �� i w � � 1 -4 � i i i i � 3'-6 I/�' '-'T 3/4' 4'�5 3/4 ' � I/�" '-3 '- 5/ i (V� i � i i i � i � ii i � -� i 3 EXISTINC�'7 � 1 I � tj n a at� v� en�ca . (3)- I .-i a� ffi� a� �� 2 FLODR nN� o � � � N F� � � i �►� ., ..F � . amM$ � _ i i v� . ry I . Ky� � � � � � 53 _ JOISTS i d�„ � � . _ � � � 0 9 a � r`�e`� I . (2 2XIZ � EXISTING . : _ ! � y a co�' � I �� � m X ( GUT FOR � � dl w �a � �o�o ���� I/4 STEEL X � . � . ,,,, ,� ,,,, .. $ (41 I �LOOR ^ � �� i � � oo� � � SIMP50N � � X - !V � � 99-4 1/Z � � g o � � Q s • 57 I PLATE BE M O � N = _ NEW ONES ' I . � s,� 'oSM'bM' � �� . - HU H.4NGER � J015T5 f� -: 0 �' - � � � i ' � � s'o °'ac3.,,, ��.,., �,�.,., . , SADDLE � i � _ X U - � i i i � . . � � `�t . GUT FOR _ �' 6 � . P OF � � � I cv N , � 3 m I , � � 4 W �� � > �� � �s . .� - � NEW ONES � -' - � � � �Q EGKING � � I � �� w� � � �� � a - X Q � "! 5'1 i ( i � 3 (Y � .� .. _ 5�( r-- - -� �Z �� � �` ° o �,� � �W p Y WF' ' _ W�" t , , X � & 3 . .. � U ONL . _ EXISTING HSS 4X4XI/4 � W a' , � � O � .. . . Z Q �t � z d I 9 � � GOL.UMN UP o � . 3 FLOOR GOLUMN � \ � � � � � ; r o � � �}- ( � � � � � . � J015T5 m ( i � � 6X6 GOLUMN � Z Q UP ONLY x � � ' � DOWN H55 3X Xi/4 i � 1 � O � � I GUT FOR _ I 6 � � � � - �_ ,� � i �_ �� � GOLUMN I �_ ��. I WAI.L ABOVE � , � • �. � NEW ONES �t 10 2 3/4 � I 3 3/4 3 100 O ; � ' UP ONLY ;� � _ � --- ' . X _ � �. T P OF i �3)-{I I/4' VL � �i � � H55� V2X3 I/2X3/ 6J q ( � �_ �� � �i � _ d' Q HSS 4X4XI/4 � P YWOOD ' �GG {t I/ ) 1 l i I�1,I', : :_ � -� � H55 i �y � , D .. STUB GOLUMN � � __ i �� �; _ , �� UP L , i X' ; � Q' • - � ( � �� � ,� � � i i _ , �� � _ i (V . q '1/8 3 9 a 4 '7/B � � � ak ^ 15 I HS 4X4XI/4 � - # I 4{ ' . � G MN i � � �� � - � 51 MP50N S'1 L.0 �4)- � � , _ -. (4)-2X6 � UP i 111 F- ; ;� �; (5) �X6 HU HANGER 5 GO UM ( GOLUMN GOLU p,� ONLY i Z 4 � � � � H 5 XI/4 � , � �r � ,; � _ q :... � � � (2 2X6 �.T. I 4 B IN6 WALL WIOX33 G 33 ,,,,, '7 WIOX54 � � �----------- �- ` `� \ rw 1� m ' � �� � G�l'-�I 3/4 GA' �i /4" ;.�;. �t�l -9 3/4 � � w I , „ - (� � i�_ i „ � . �..,: UJOOD FR,4MINCi NOTES: a • -3 3/4 _ 2 / U � ;,_}, 10 > " NEW ZXI� , r, ' NEW � �� I G H55 4X4XI/ — � H5S 4X4X1/4 �.T I -4 �:,� . _ _ NGRETE GOLUMN .�:x; � _ �+r � L D F OOR FRAMING JOISTS SHALL BE 2XIZ DOUGLAS-�IR /8 55 X3X - -- --I----- - -- � �r, ALL W�O D L , O J I {- �-�- ----- -- ------- - ----- n,,:; t# ' � , I- GOLUMN ,,.. STRUGTURAL 2 GR�DE OR BETTER. � Q � OL MN ,,�, �� �t dl I ONLY ° IMP50N Q Q 7 N : � �� � 1 C ) HAN , � GE � I 0 _ _. _ _ Y 1 fV 'Y IN I i�T V R A LP.M BEaMS a5 MA�NUF�GTURED B BO 5E � _ ( P UP -- � �,,; 2. L D G E5 E 5 , . . (V-� U - �,:,_ X ..f� P TI A T R T 5 5HALL H�.VE THE SAME OR � - - '�t q X N Y, ONL _ X XI IN6 . :.,., G45G.4DE GOR ORA ON. L E NA E � X ( 0 � L ry _ 0 .,;� , �� �j I � Ql . 12 - f•;: � GREATER GAPAGITY AS LISTED IN THE 9TRUGTURAL GENERi�L . � SL Q . ry - ,� LO R �.;..� � 0 d' , „ - - •,;,�_ � � W � - I :,: � NOTE5. � � � � (V AT 4 �- 3 JO TS .:{.r• f _ � � �0 ` d' _ 5"1 �., F- ,,,,, � . -. � tSl � � L4 4XI 4 13 W tll W J I ` F 4 � , GUT OR � �,:;: � _ Z'Q ?,�;' � ' - TIP F MI N T d1 U. :. H NGE - II ONES „�n. � 3. ❑ INDIGaTES GOLUMN DOhW ONLY MUL LE 2X R�4 NG O ED ` ` �` O � `- S - � d �- � � ,� S'1 i�.� � ON P AN 1� � . 'T tV W o �� � :,�, � L 5. U . . .. � . . . . . � . � . . � � . . . .. O . . O '.1:�i 1 . . . � . . . . . . . . . . . . . . �� . � N UP 5:..:. � i O , , , � , � . . � . . , . . . . . . . — . . � . . . . . �:�,r, � i . � � . . . . . . . . . .. �.. . �. .. � . . . . . . . . . . :,_: .� . . . � . . . . . . . . . .. O Y NL a. s;. ,..,. � � T AR 4 A WN N I E 5 N IN I AT MN P ND U LE59 B O I . �� �� �� ,.: . D G ES GOLU U DD O O i!1 ., � � x,;. � � � � �� ,,,.+ � , I �i W O O ;m_:. , C,JNGRETE WALL OR F0071N6 BELDiN, OR IT i5 LABELED UP ONLY. z _ . . . . .. . . Ly=' i . . . . . . � . .. . .. � . . � . . . . � • `{ . . ' . I . � O . . . . . . � . . L . 3 O � . .. . . � . .'}` 1 � . � . . . . . . . � � � � � . . � . . . � . . � . . � . . . � . . . . . . . r . . .I . .., � . . . . .. . �,, �t U V ,,,. � � .. . �(1 �t . 5. INDIGP.TE5 TOP OF BE/�.M ELEVA�TION OR PL.a.TE HEIGHT ELEV�.TION. : _ � 2 , C ) . . , 1 ,, �, �UT��WN —� �r , , 0 . :�� I . 1L� � f -�. EXISTIN6 r _ „ , ;. �2) II I/4 V H 3 I � c.��, U ' , X . -�:. -� 6. INDIGATES TOP OF STRUGTURAL �LOOR SHEATHING l l � ,: � � FGw � . ONGRETE - � �� ..�_ � �U _ G LU N ,,_ � . _ !O I 4 , , � V � . _�, �0 ( 3 3 / ) �_ E ATION 1L� , ` F- _ i o ,,:� LEV . � FJCI9 IN . C. LL BELOW r,, � ... � � , 3 � ,.��, � � � m ,.. , I F�o ��... � ,� _ -+ • In O .s.4 ? H A Hp. 10 NOTED OTHERWt E. ALL � � _ � .,,.. �,.� . E DERS 5 LL BE �3) 2X UNLESra 5 � , , :l015 ID �-_ � �� ,� i �� �,, .,, � .. _ �. � � I ` GUT R o I 3 �i � NEW - ;,';, FOUNDP�TION HEADERS SHALL BE BUILT OUT TO 5 V2 (3 I/2 ) WIDTH BY ` ` ` , . I � I ft,e_ � � . ; . 5'7 2XI� '� ,�,,. ADDING PLYWOOD SPAGERS AS REQUIRED. 1�1 NEW T OF m � � ,_ „ � �•�* WALL � � _ t r AT I 4 t�._;_ 1 .. . . . . . . . . ...... � ) . . . . . . . .. . . . . : . . r.., . . �� ... .. . . � . . . �/ . � . . . . ���. � PL WOOD �� � � � • ���; ; 8. ALL GOLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. — I ; Up LY ,_ „ O ERF aM , �� �_ �� ry , ..,, ; � 14'-6" 21 I /4 r 13 l "►/ N� , �µ,. II '� , , m o ,.>,, � > , , , - I I ;.;; q. Y�OD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR � n � ..�., � � ` ` \ � I r,,. O� �,; T F ODR OR F OOR TO ROOF. TRIMMERS SHALL BE ADDED TO �. ( -.�_,, �� �_ �� _� �P.... O L L . .1� � . _.�r, 104 4 ( � ' �:,. � r _,,1 ;.� MN 1 A I , i t �6 2 s,,� NOTED GOLU 5 ZE5 5 REQU RED. , ,.,.�. a �..., v ��,. Urt, � .. .. . . � , .. ,. � , ,_ . ., . ,. , _.,_ � I ,., , . � �. , . , . ... . , . � ( _. . . f �. . . � I _ ..� . . , , , . , rr� .,. ,,,.,,��,�, T P ,�. . . � .__�< s ,. ,� �. � U � O (� � . . . . . --� .. � . . , .. .sri. „ r�i. _is� a �. �. . .. . . . . � . �. . . . . . .. .. . i • . . . . . - . . . . . . � . . .. � "r u1", 'ds,'.� :g� .r^$. ._t�:��"��%�F: ;'r..r�i.�' . . . � . .. . . � � . � . . . .. � .� � Y :,;:. '�' �` �/� 10. INDIG.4TE5 INTERIOR BEARIN6 WA�LLS. FLOOR JDISTS � ,• � ( ' , L � _ .•. � � .. _ � 3 .� S3 .. f. � I 53 ,:�r � S �,�� ----• ---- B=ARING LOG/�.TIONS 5H.4LL LINE UP WITH 5TUD5 BELOW. , i Q :.� � , . ., -�-ry � � � , ...... , c� - � � ; �;;.� � t'; , � : � � ii. ALL EXTERIOR WA.LLS SHALL BE GONSTRUGTED USIN6 �X6 ' " 5TUD5. REFER TO EXTERIOR WP.LL DETAILS FOR �+.DDITIONl�.L �, -- - - - _ Z�r1-17� ,_ ,, s� , . . _,.� .._. _............. , ... � . :.. z. . ... . . r .. . � . . . . , .,r ... ... � ._ ._ . ., . _ . . . Ey. .-i . ♦. . � . . �� _ n .. t ♦ � -� M �- .. . �.'-. . .✓, .�.. . . . . . ..� �. _. .., . ... . t . r Q _ .. . , . . c . . . a a-� .� S- + i ar r ... , . � ..,_ . ,. F u fr4 , u � ra .! �.. �� ,�i . „ .�.. , , .,. �� .1., � t ,. . 4 . . . . J n 4� �. . . . s .' . . .I ... . n, a n .+ . x1 �. �� ��4 _�.r !!. , J, ..f , _ � • . .6, � ,�..-T .i . . . � , .. r a .. ,... , _ . . .. 1 . . . . . ., a. _ . . , . i .+l" � . i . .�3 .r I �i. . �h.l �_ �I �i. i.,l '�! 'Jn��t- �.f� . . 1 . I � I . .I 1 � .c , r . , .. 1 I . . a . . . . .;,. .� �,. r,._�..a•� .�i . iF� :,, `•m:w ;Y�" '.r - i� . . . . . _ . . _ .. �...1 i,. . . � _ ... -+ I. . �. . . ..l, l . I . I. . Y 1 e i 1, v . .I I 'k P � I � . I . . . . . . . . . � . � , t, 1 , . _� . .i . . ... . . � . . x. . 1.. _. . ,. .P .._ . . .. . . . .. .�. rc .�_ .- .... . s . .. �{ . w.. . � ,.dt ;f.�.�.T.=ae',. ;'Y:.r . . . q� , _ ft � , , . , � . I�FORMATION. EXTERIOR 5TUD5 G�4N BE SPP.GED 2 O FOR . . .x,� 1 SJ S .-3� k. . . S +'C'� . . . . . ._ t �. `T - Y � ... .., � . _. � �a . �.. _ .. ♦ �._„ . � . . � , r � .t� . ._x �.. . .,. •� . . . .d �:r' . . . . Y w v. . . .r... � �-. .< i �. .. rn 'T� t�'+ . . . . . . ... � 3. ., , _ _ ,. „ . _. . , _, , S . „ , ..< a _ ., ._ . . . , Y... . . . . . . . . . . . . . . -x . . . ., . . . , .,. � .. s�. , . ... . �.. » 3 � .., . , .,+ ., _ r. .. .t � -:'t:.y.., .._k< . . . . . .. i . , � a�. , . . .. , . , .s . . � ... . - � - .,e. . . + ... �. ..�:. . . . .. . . , .v � v _ . r , a . ,.. .'}. . ., .f . � v .. . . a . .. � . , . . � . . . . ^s .� -r . . � ,s . . . . . . . _ I I'' > � . .� . . � . . � . . . . . �. . .. . . . . . � , I 11 . . rt. � n� , ,i r . .� � � �, r �� . . . , r . . . . r� i n . .�.+�� v i �k� c r n r . r � Y .r . .Y„ �� r` r r r,, � . r � � r a. . a� F':'C . 1�. • . � r.t.+. t `v� ,�.0 r� '� n V . . . t� � 'r � .S� Y,y tt . 1 , r ,�C' � f. � . .f r . �. � . . . n . r �.,�r �w. �' . ..,. ,r , �r r . . . 1'�" �� Y 1 4 +i �5. '1�. .5����i rh. �.� �5.4ui.Y 11?�.r 5 5 . . . ..� � .t u I 1� �. �`�r a i. 1..t. . .t \�. 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P 4 ��`, ��. r .� x,: ,� �. / T H � I ..�,�: �_ �..u. �Mti ,�_., _�,� h. �� � .�... � � ��:� H T TH.4 1 S UDS 5 LL BE 5 GED ,w).a. .��. ,•- :;,�,� .�s.. �.� .�a �r�i.. ,,;s. �,wtuF �... �, rn.y ��. .�. ,_� � .�.� W4LL5 5 OR ER N O O � . . . . . . �. . �� - t" '��• i . . . . . . . v M -,�i. .n.�.is'.:t�. r+ ��,- ,4> �t . . . . . . . . . . . ,.:,' . • i��`.'�; ' ,�;:,:;., ,�� �..;,. .,_f..�,�, .�..-. ,-„_�, �;.,_.�,i - .. , .i �..,�.� +...�.. . . . . .. . . . . . . . � .. .. . ., t, . .. .,. , ��., . .. .. . . . � � . .. . . . . . . . _ . . . . ... . . - ��,. \ : , .. ...,..... ,,,.. , �..,, •, - E I . . , f w... �. .: .: t . . : y.•,�d H�� , �"`�"' II �" FOR WALL 5HORTER THAN 14� o�� aND Ti�LL R TH.4N O� o°- 0 ' �Q- _ ;�,,i, � ,,:, � .� �� . . � . , �. � . . : .�� �� . . . . . � . . . . � . . . . . . . . � � . � � . . �.�.. �. -.. . . . � . � � .J:-,', ' � . . . . .� �J'(� . . . � . . . . . . � . . .. .. . . . � � . . p ,.,.��,:�..�-- ;-=. ' :_, � 12. ALL BEAM/BEAM �4ND BEAM/GOLUMN GONNEGTIONS SHALL BE :,<,;�,:,;,,,o.��..,, -+•ri� � ' . . . . . . . . . .. '� .. � . ._�a-.�'.'z:t;,. . . . . . . . . _�..: �� . . . . � rl';�: -i . . . � . . . . . . � . . . . . . . . � . �. � . � - ���,�_,.,,,,„r,�.., •--, _ ,.; � MA.DE WITH 51MPSON STEEL PLATE GONNEGTORS UNLE55 NOTED b b ;��;; ::;�- � 6 0� 8 �},,,z� t,rA,=� ,;.�,. _ �.W� NEW FOUNDATION REMOVE ..�:, �ws�,, �,u _, �,� OTHERWISE. Q ,y�, •��•„ -��r;� .,as- t�r•.. ,•���-:�s,�a� -.�� . . . . . . . . :.t , . . . . . :.I,: '%;�en 1 :is �-L. '-;e:'' c.1�:L:,l" . . . . . . . . . . .. . . . . . . . . . . . . . . . . =-r �"' . . �� . . . ;!� r a`a .��i'.'..- ,�.-, -�f,�,. 'iz:� . . . . . . . . . . . . . . . . . . . . . . ',�� , ,, x�,��, >L r. �� �: r ��vL --�-;,�.�;, �, �� :x,.. .;> INALL EXISTING 56 s,��,x�'rd�, _,�..k 56 5b ::+����-:�.. ", :ts, ..>x rt�>�.+.zi;:�;k,. ...t.,� �.,. 56 �. . . . � � . . . �� �. . . . . . . . . . . � .`..4Iµ�.��',�t.;- � . . . . . . . . . . .. . . .._ 't .~ M1, . . . . . - . � � . .. � .. . � ... � � � . . . � . � � � � � . � . � � . � '� t��� -� FOUNDATIDN 13. RE� ARGHITEGTUR�L DRAWIN6S FOR LOGp.TION p.ND 51ZE OF � .. . � . �, � . . . .. �. . . .. . .. . . . �. . . � . . I . GiinGF3n�Gv..a:��' � � . � � � � . . . . .. �. . .. ._ . . . � . . . � .. .. . . . . . . . � . � �. . . � . � .. � � � . . . . � � . � . . . . . � . � � . .. WALL R�UGH OPENINC-�S W WDOD STUD Y�LLS. NEW GARAGE FLOOR . ; 92 �� .. �� WITH 3 -4 GONGRETE GONGRETE SLAB 14. REs ARGHITEGTURP.L DRAWINGS �OR HANDRAIL .4ND STf�IR PROJEGT NO: '7334 FLOOR TOPPING WITH '! ON GRaDE WITH #5 „ FRAMING DETAILS. � ' bX6X W2.IXW2.1 W.W.F AT 1'-O EAGH WAY DaTE: 04/Iq/200i 56 15. AL.L EXTERIOR WAl.LS 5HALL HAVE GONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDIN6 R�KE WALLS). , � . . ,, �� , REVI510N N0: I6. ADD i/2 PLYYJDOD TO ALL 3/4 PLYWOOD SHEATHIN6 MEW aND OLD). RE . �o ......��s REVisioxp o,n�io� `� p, ••.,l' , O;�E `S,p•:'fi �` REVI510N0 08/28/07 Or"�' �;. , • R��S�oxa �o����o, �-� ��� _ �: REv�S�oHa �vo��o� � � � -� : _ p ••. .' REYI510N0 I i/2'7/O� ., �,. � �• . REVI510N� 02/12/08 ; / � ; . , REVISION � 02/15/OS w . Q , REVISION� 03/14/OS N �1�` f � I \ / j� f � I/�' � I . � I I � I I � � � 1� � � � ��I I I I ��....I� �� �I � REVI510N� 03/18/08 � GHEGKED BY: HS , '.g .. . � . . ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . � . . . . . � . . . .. . . .. . . . . .. � . . . � V4"=I'-o" DRAY�I BY: AVON , °_ , $,, L . ' , . v� - J -- �.., . ____ _. __._ — � ..�. - � ', � , ,, ��. _ BEARIN6 STUD W.4LL . e a WITH PLYWDOD SHE�.THING FLODR SHEaTHING , FLOOR JOIST I : AN . . RE PL . » I/4 i I I/2" �� 3 I/2 L � ' I '�' �� 3/8 STIFFENER E�4GH � I A V GOLUM 5 DE BO E N ; � ' _ i � � , - _ i i � i i i � T AM R � PL�4 I I S EEL BE E N � i I WITH 2X TOP PL?.TE WITH �P• 11 1 �• I 1 SCi �4 I , "Q� T AT '—D" �PP� VL i i /,2 BOL 2 , ,� a�fl SUB_ ' �/L Fq i � 4 SG � V Iq � � � i � I 4'-3 3i4° 5'-7 !/4" 5'-7 I/4° 4'-3 3/4�, i i � � „ , �� '1 I/4 �� '! I/4 14-O 3/4 VERSA-LAM � � f4 -2X6 6 6 � . i i BEAM RE. PLAN STUB i i H 4 4 STEEL'GOLUMN REs PLAN SS X X �� H AR LL TYP 3 S5 4X4X3/ 58 � � �� , 58 5 E WA E GOLUMN 3/8 STEEL PLATE BEAM GOL.UMN � � i WITH 1/2 TOP PLATE RBOVE AND BELOW OLUMN SADDLE WITH 3/4 tD � i ---- ---- SS 8 4XV TH - T X -------- RU BOL HS � , _ / S I I X3 _ 2X 2 4. _ _ _ X n _ p>X I . 4 _ 5 X3i d- TIMBER _ NS � 8 (3) 2X12 �I' tV � SHEAR 1NI�LL TYPE 3 . � � 1 ' GOLUMN GOLUMN - - m �. A Jnt BOVE ND BELO 2 . � 4J r _ N � � fi � 01�1 1 ! 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N i I 'd' (Y _ � _ � ! � i �!1 ---- --- — X `� I I _ 58 , : m - � v 4 = = 5 - dl TYP. 2 I _.. � .,.. 58 .. , -� , . 4.1 4.1 : 2 2 5$ P A : � L GES ���.� ��� r" �_►n —� S ... � � S� � 3 . — � _ , H55 4X4Ki/4 � ' ,, 4 - - � , [ 2X6 ) 4 2 6 _ ( X ) � (4) �K6 M -l- m � STUB GOLU N i _ _ GOLUMN UP P I U ONLY 2 GOLUMN � UP Y � . ONL Q � r N H 4 4 1 4 2 3 !: 55 )C X/ � UP ONLY - _ ? WIOX45 ENT BEAM � I bXb TIMBER I DOWN r - • 3 �r 58 c,o�urW vowN �, rn UP O d� RE: SHEET 55 - 5 � 7 ONLY � lri , S8 2 � _ � _ I = UP ONLY � �� SS r WI X68 (108-I I 3/4 ) UP ONLY X I i OPEN � -- - -- -' -- ------- ------ ---- . � " 5`� _i � -- - - ----- -6-- ------- ----- ---- - i m - :..,�,�.:.... $ � ��J �X � 2 �:ia :• . , ti„-•�.,x�. 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I i?'� i � �."e c. � . . � . . . . � . . . W � d �p� � O0 q. g . ., . r�.� _� � _ .. o � � � . GOLUMN , „ a' O ,.:.� ----. . , . H • �4) 2X6 g . _�� �.,� ..�. _;,._,. � . 3 „ _ ,__, ,._� : �� � � .. �._ , .. a 4 � _ H 514 / , f r ,, tt �, ..,,, �� O �> ,� , . . , „� . � ��. a �•- � ti � c� c� , �, r. 6b s . � �� . .,� „ , � . . 'e _ . � � GD MN r LV ,. .t � N ti ,. . � .�, , . , . a � �� . . . < . � �� � �� �, _ ' W I � _ � � .. OX3 I 2XI2 2 O OT�t GENTER y _ � � � 8 � �DD (I 2X10 T • , u� e � � � "1 O > w � w �mw 6 "� e UP ONLY � � d . Ep.GH EXISTING J015T �_ �� i , d � � o,w � 108 II /4 E 1�✓-TI '� , X G . � N � � � , H55 4X4X1/4 �'f1 � � � 3 , ,� . �� � , .. � O SHEAR Wf4LL' TYPE 3 _ � 1 T T A .• � � .. . 14 6 $ 3/4 0 0 JO S I � o _ _ � � �� � • � •• . � _ i i. �. ABOVE AND BELOW ' . � 2 2X12 I 4 ON GENTER . , X X � � 0 Q ( ) 2 6 , � )2X6 TAI � � , Q 2 (y S IZ � � � 0 O � -. N i - ------- --E14--� ( � � UP ONLY - G U ,� X -� _ �2)-2X10 - ----- ' � I . � b I � "�t" ry ry � � 2X O � • N i .. - TOP F � � �� • _ 6� 2X6: � - I 2 2 I O ON GENTER 3 X . . .. . . . .. . . . � . . . . . . . . . . . . . • 4 . . . .. ... . . . . . � . . . . . . . . . . .. . . . . . . . . � . . . � � �� . . . . . . . . . . . � . . . . P Y O L D • M � � O 3 -�X10 OLU N O � __ ( ) X _ � . _ I- N � a _ � . X N 2 : � • a _ � . � � Q � �� (5 z 6 � X , � tY _ ) i I13 3 I/4� -� UP ON � . ry � _ NA • � � � �� N' - � 3 ii�—4 _ .. , - � I � _ � o I W p (3) 2X4 • H55 4 4X V Z i W �� , . Q TOP OF , 7 z . , GOL M U 7 1 ` � :, ! 5 P YW . L O D aO a a o _ o a � . . � O � UJOOD FR,4MINCz NOTES. ❑ _ ❑ ' � . I _ . � � , -. I , , , _ . ` ` \ , � y Z I. ALL WOOD FLOOR FRAMING JOIaTS 5HALL BE 2X12 � � 5� cr �' l� � 1� . . . � .. . . � � . � . .. . . � . . � � . \ � .. .. — ooaoo � �. . . . . . . . . � .. i . . . . . . . � . . � . . . . . . . . . . .. . . . _� . . . � . � . . � . . . . . . . . . . � . . . � . . � . .. . . � . . �� . � . . . � . � .....�Z . O. _�. . . . . . . "'. � . . . !. . . . . . . . . . � . � � � t . � � � . . . � .. . � . . . . . . . . . . . . � . .. . (� . � . . . . . , m _ , „ . n .� a _ - /�,T R �4 P.M A A A � � F- II 4 d 2. �/L INDIG ES VE 5 L BE M5, S M NUFAGTURED BY BOISE � - X �1 , . Q O W � �n � I � , _ . _ (V , . GASG�DE GORPOR�4TION. �.LTERNA�TE5 SHALL H.4VE 7HE SAME OR _ td . OF � � �` _ ' m _ I X A A � C� � GRE�.TER GAP GITY 5 L15TED IN THE STRUGTURAL GENERAL � �� �113 3 1 4 _ , _ � _ �? IOA 2 Y �1 DOD .. W o � - I t �. F- �' � NOTE9. , ��) / w N � UP ONLY I _ � 4 ' SHEAR YJi�LL TYPE 3 TOP OF - 2 . � X � ........ .... . . .... . ... S'1 � . � _ p. V A W AT M WN ....... . . . . .. . . . BO � ND BELO 3. lNDIG ES GOLU N DO ONLY MULTIPLE 2 FRAMIN NOT D P Y . . . . . . . N � X G E � � � L WOOD � ........ ... ... ..... ... .. � • ' T N .... ..... .. .... .... ... 5 O E ON PLANS. , • ... ..... .. .... .... .... . OPEN � - � Y N R - .... ..... . ..... . .... l'11 E EE � . � U �. J � � ........ . .. . . .......... N WA � O O LL 4 IN I AT MN P AN WN AR N . ......... . . ... . .. . � D G E5 GOLU U D DO UNLE55 IT BE 5 O N � / O ,........ , .4.. � 6�� . I � � . . ....... - GONGRETE W?.LL OR FOOTIN W R IT I A P N Y .. ..... . .... . G BELO , O 5 L BELED U O L . � � � ........ ..�.......... �t � � � � , ........ ..... . ...... � � , �� � ....... .22CP1.�°..T....... � � - [� - V 3) G I/2 L I I A T P F F AM TI .... ...,. ,,. ....... � 5. ( ND G TES O O LOOR BE ELEV� O . , ) N � . .. .. . . . _ 1� , ..... .. ....�..o............ . V , I z , . .. .. .. g . . ..... . ........... _ � . � : � l l , ,,,,, ,, ,,, ,, , ,. . . b. INDIGATES TOP OF STRUGTURAL FLOOR SHEATHING . . .. ... ... g � � � V � ... ..... ..... ............. o , � T � : 2 O _ , A.TI N � . ELEV O . � _ .... ..... .....0. ........... 4 2 6 S (4) �X6 � �� ( ) X , .fl Q � ... ..... ...... ............. _ ._. _._._._ � (''� , � i - _ (Lt X z ......... ..... . ........... MN ---------- - � MN GOLU GOLU � , � ........ .....�............. c(1 - V � tV ID _ � ; � . . .. ..... .....,. ........... F-z 'i. HEADERS 5f-Ip.LL BE (3) 2X10 UNLE55 NOTED OTHERWISE. P.LL � ` ` \ ....,. . , . ... . . . . _ �� �� � . , � .� . . . .. � HEA RS SHaLL BE BUILT OUT T I I WI TH Y ! , . ... . . . . 4 DE O 5 /2 �3 /2 ) D B � ... , . . . . . � ... .,. � 11� ; „ � � i _ a ........ J�LIOX �i (II 3 3/4 ) � r '•'''''• •'•'•'''••'• ADDI NG PLYWOOD SPAGERS A9 REQU RED. U � . �Q _ ; � _ 7 ------_ ----- W (4 2X6 x � , v ._ _ _ _ _ _ _ -._._._ . ._._._. _ , 0 � � ._._._._ _._._._._ � ----------------------------- - -- �- --------------- ----------------------- i (V t11 G MN SHE.4R WALL. TYPE 3 AL GOLUMNS SHALL BE 3 - N N T D OTH RWI �� p ,, „ OLU 8. L C ) 2X6 U LE55 O E E SE. � � � � 5 I/4 X 16 VL ABOVE AND BELOW � (� -� � _ � , � _ ;, 2- Fb 3100 � V � -- -- -- -�-------�-- ------ �}— 0 i � �i. WDOD GOLUMNS SHP.LL BE GONTINUDUS FROM FLOOR SHEaR Wp.LL rYPE 3 _ , ` ` ` � �. -- -- -- --------- ------ � T F OR OR FLOOR TO ROOF. TRIMM R HA A TO 1U 0 ABOVE AND BELOW � �� � : O LO E 5 5 LL BE DDED v f i 13-8 ) � 1�1 '� �4)-2X6 � NOTED GOLUMN 51ZE�a �45 REQUIRED. _ ., `�' - � f3) zXlo SMEAR WP.LL TYPE 3 � � 0 GOLUMN � 2 Q GONTiNUOU ,480�/E AND BELOW 10. INDIG�.TE6 fNTERiDR BE�RIN6 JN/+�LLS. FLOOR JOISTS � � � , � 5'1 UP ONLY . ._._. ._._.._... ._ . ._._._ BEi+�RING LOGp.TIONS SHALL LINE UP WITH STUDS BELOY�I. � 52 � • � 1f A TERIOR Wr4LL5 5Hf�.LL BE GONSTRUGT USING 6 (5)-�X8 �� . LL EX ED 2X I/4 STEEL PLATE , 5TUD5. REFER TO EXTERIOR WP.LL DETAILS FOR ADDITlON.4L � � �� � GOLUMN , I F Mf4Tl0 . E T RIOR S �t PAGED 2-0 POR BEAM SADDLE N OR N X E TUDS G N BE 5 � � �� � �� � _ _ � WP.LLS SHORTEi2 THAN 10 O . STUDS SH<4LL BE SPAGED 1 4 , SHEAR WALL TYPE 3 � „ F YJA. HO T R 7HAN 14- A T� TH/�. I '-O" - . ABOVE AND BELOW OR LL 5 R E O ND LLER N O . � ,_ „ 12 8 '1/b 12 12. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE ('� , � 1� N W NTRY 58 MApE WITH SIMP50N STEEL PLATE GONNEGTOR✓ UNLE55 NOTED E E RDOF OTHERWISE. RE: I 5 2/ 8 - 13. RE� i4RGHITEGTURAL DRAWINGS FOR LOG?.TION AND SIZE OF ROUGH OPENIN65 IN WDOD STUD WALLS. 14 RE� P.RGHITFGTURAL DR.P.WIN6S FOR H.�.NDRAIL AND STAIR � FRAMIN DETAI S. ' G L 15. ALL E TERIOR Wr�.LLS SHALL HA GONTINUOUS 5TUD5 FROM X VE FLODR TD FLDOR OR PLOOR TO RODF �INGLUDING R.4KE LJl�LLS). PRO E T N : '1 4 I6. < > INDIGATES TOP OF W.r4LL PLATE ELEV.4TION, J G O 33 • DATE: 04/19/20 � I"I. ( � INDIGATES BOTTOM OF ROOF SHE�4THIN6 ELEVp.TION. P „ �� 18. �DD i/� PLYWDOD ON .4LL 3/4 FLODR SHEp.THIN6 (NEW AND OLD). REVI510N N4: � , REVI510N� 07/IZ/07 , � RE� REVI510N0 08/28/O'i � �'O .......,�5�, .••'' P ••. EVI510N s IO/Iq D'i ' . s ..F R � i o,,� Ay�;� , , �; ;xt► -REVI510N0 II/OI/O'1 �' p; �'�`�• U� xC� y . REVI510N� II/2'I/07 • 6 ; ... REVI510N� 02/12/08 o •4� �P � • ..• REVI510N� 02/15/08 ro N ; � I . .. a � � � � �� � �1 �L � � REVI510N� 03/14/08 �� � . REVI510N� 03/18/08 , I I � I I GHEGKED BY: H5 4 I � � �1�1' f � , � O W� � ��O � 1 �� ��I— � DRAY�M BY: AYON I/4"=I'-O" .., ` �,r'. �..... , . � ._. , J _ �,.,_ _ .. � � ' I '''��"� � . y. . . . .. .. . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . � . �. . � .�� .�. . : �. . . . . . � � . . . . . . . .. . . . . .� � . . � . . . � �� . .� . . � � � . - . . ... . . � .�... .. .�. .. . -, � . . . . .. . .. . . � � . .. � . . � . � . . � . . � . . . . � . � � .� .� . �. . . � . � .. � � � . . . � . . . . . . . . . . . . . . . .. .. .. . . .. . . .. . . . . . . � � � . � . . � . �. �� � .. � � : .. . . . . . . . . . . . . � .. . . . . � ��. � ; . . � � . . . . . . � � .. . � . . . . . . .. � � . . � . . � �� � : . � � � .. .. � � . � .. � .. . . . . �. . � . .. .. . . . . . . . . . .. . . . � . . �. � . � � . � � . � � . . . � � .. � � . � �.. .�� � � . � . � . � � .. .. � . . � .. . . � � .. .. . . . . . . .. . . . . .. � . . .. . . . . � . . . ..� . . . . . . . . . , . . . . . � . � . . � . . . . . . . . . . . . . . . . . . . �. . . . . � . � :�� � . . . .�.. ;� TOWER RIDGE - RE: SHEET 54 � 11 , � � � 5b t � . '`t V \ 2 �� �� � U V4 �tL. 5UB-F�►.SGIA II I/4 VL 5UB-FASGIa � � , O N U a- I — X — N 6 '� _ .o . 5 v _ , _ `� � ^ _ 41 _ _ Sb _ 4) ax6 OOF JOIvT SCHEDULE (4 2X6 � 6:12 6:1 5b � 6 ) 2_ �i T � , � GOLUMN m � GOLUM y � � S8 b - HSS 4X4X1/4 In 2Xi2 TYPE SIZE SP�GIN6 c l V . �J` - � STUB GOLUMN � DO N N Y (V - �� _ W p L _ � �� � d II I/4 VL SUB F.45GIA� ., _ 5HEAR X- I -O ON GENTER � BENT EAM E: HEET S2 - N �XI2 O 2X 2 � � TYPE 3 � m ;, N I (3)-5 V2" OVER RAME � -'�` '" GOLUMN . . . .. . . . . . . . . .. . . . . . . . . � . . .. . . . . . .. . ;._lsirr . � . � . . � � . � �� � .. � � . .. . .. . . . . � . . . . � . . _ :�:�.: �_ ,� I I'-4" ON GENTER ,�..,,.�, < I 9 13 16 2 2X z . . .. . . . . . . . . . . . . . . . . . . � F „,M1� . . . . . . . . . . . . . . . . . . . SHEARWALL t' .,,�. , O X . _. _. . . . _. _. _. . _. . _. . . _. TYPE 3 ... ,, _ _. _ . . i ._,�:,•�,. - - - - - -�,:.,� . . � m ;r, �� -:.r _ . .��.,.,, , .:...n .,-_� - _�i � �� V . �-- --+" r-, : .�.a.:� . . .. . .. � � .. . . .. �. �� . .. .. , . . . . . . . . . � �'7�". f i�i'Ft � Ir�` I L Y'�crn . � . . �. � � �� :� . . . . . � . . . � . . . . . . . . . .. . .. . . .. �. <I�O-3 13/16 ) r.; ;�::,,::. _ _:�., � : � . _. _. . -• -•-. - -• -• • :-• -. -. -. -. -. -• WI X30 BENTBEAM �,. .�.. �,,,, u_ O _ ( 1'- N NT R : .,, ..�.,;:�,..�.. �:- � 3 r ,, ;fl STUB GOLUM • ' Q �X12 O° O GE E • �^ - I '� C 2 -2 12 � (2) 2 2 � r ( ) X , ,..,., . ' �0 � � ' �ry v y�gma Qror�v r�nm�oa 2 /' — �4)-2X6 _ r� s+ �o g gcu o+�g nao � vec'S+idn t`S+ aSS ,tv nn I . q _ � '�' �i 111 �� �� . �� r� � a � Q� ., .,n�4 $ �o . Sdmcn� � -� t`1 'd' 4 I 4 X II 1/4 VL 2 O OPl GENTER . v K. , _ _ � Q' �Y GOLUMN _ i . '✓� • K?�� aa .`�� �p o 3�aboop (4 2X6 . � i d ( � : .. _ O � c d o o`� pq�n , i s8 M a _ o � sa � '� �� ��� � ��� ��� : ' � GOLU N � _ � lN I � :12 = ry 4�1� � a� • - oo a ��+° � �oo° � i � .� a �� � � - ' � - � N � ('A .` . .�.i on ��.,., �$� ���., m ' � ^ _ ry , SHEARWALL 5 I 3/4" X I I I/4" VL t'-4" ON GENTER' �+ `� � � � � ,, TYPE 3 O p� � �� � �a ; �� �e d' _ . � , � �� .� -�� .� ; 2 ,� . � � � � . I -. � --� � � m a � � � . o o .. o � ^ . � : ND NGER 1MP } I � � � ° •a tV S 50 - [4)-2X6 � � � _ � �5)-2 b ' � GOLUMN - _ HU H�N E �t N I GOLUMN , � Go� N I [s� �x6 i �6 — � _ . ROOF FR.4MINGc NOTES. _ : � GOLUMN — � . WIOX54 GO T. ( 3-II 5/ib" —� G ` tV „ ' N �-F� ,� -� (5)-�X6 1. ROOF SHE�THIN6 5/8 (40/20 SPAN RATING). STP.6GER PANEL END . • , • � � �V ��' STUB JOINTS AND �/�STEN WITH IOd Ni�.ILS AT 6 MAXIMUM ALL EDGES AND : . I �' ' 1'—O" MAXiMUM OTHER SUPPORT5. � , I I GOLUMV (V � • � " • '-10" '-5 3/4' , _ � �. 2. RE� ARGHITEGT FOR RODF 5LOPE5 �4ND $EJs.R1NG PL�.TE HEIGHTS �, , �' � � W10X � I i NOT NOTED. , � � � ^ , n1 - • _ 4 I m 3. �.LL FtEP.DERa SHp.LL BE (3)-ZXIO UNLE55 OTHERWISE NOTED. ALL I � 2 .� HEADERS SHALL BE BUILT OUT T0 5 1/2" OR 3 V2" WIDTH BY �.DDIN6 N . � ��Y � � � � - `� -1' a i PLYWOOD 5HIM5 p.5 REQUIRED. d' � �, 2 • �, N . - o0000 � _ �_ �� I (4) 2X6 4. ALL HEADERS LONGER THAN 6 O SHALL REQUIRE TWO TRIM � � , 6:1 ry ,12 � . GOLUMN STUDS 1�ND TWD KINC� STUDS E.p.GH SIDE. N � � _ ' — . x : : ' tA ( • g � 5. �LL JOIST Hp.NGERS 5H,6.LL BE SIMPSON LUP, WP �R L55U TYPE . . o � o t� , �1 UNLE55 NOTED OTHERWISE. � ( � � `�'� }� cV cV r (� 0 . 4 - _ I , — _ - M TI N TH T P A TT M . 6. f�LL BE/�M TO GOLU N G�NNEG O 5, BO O ND BO O � � ! SHEaRWALL � �p �t � � �t . ovERFi2p.ME _ � . � : iY � : SH/�LL USE 51MP50N PLATE GONNEGTORS UNLES5 NOTED � ` � \ :� .. _ TYPE 3 _ � � �`► ,:F,.. :>. TH RWI N TAILS. 1�i � '�'� 5 M. _ � - .;u>:. .� • ty O E SE O DE I �- � - X ��� � _ - _ . , � � .�.;� �. �:;�;�, � � ry _ . _ x SL "� `� - �'i - ., �- - � � - 12 'J. AL.L EXTERIOR WA.LLS SHALL HAVE GONTINUOUS STUDS FROM � �V � O � � � � r � ; � 1 ' � -� g ... � -� ; , - ; , -. '� FLOOR TO ROOF (INGLUDING RAKE WA.LLS). ' — ry , , , � y1 �v � � �.. , ; , X . �1 _� � � v 58 , ? 3 � � , � �v SHEARWALL 8. C > INDIGATES TOP OF WALL PL�TE HEIGHT. , � � � . TYP� 3 GONTRAGTOR AND ARGHI7EGT 5HALL GONFIRM ELEVA710N IN `� 8 � � N � � o � � ; � TH FI PRIOR TO EREGTIDN. � ! )�; IZo (z � 2 � E ELD _ �� 58 , ?J 2X12 _ � � z � � � � , �� - , � ' • � , , , � <II�T �i 13/I6 > � 9. RE. aRGHITEGT FOR GHIMNEY 51ZE5 P�ND LOGfs.TIONS NOT NOTED ` \ ` ; � , � _ ON STRUGTURAL PLAN5. .111 O � �� � � � (3)- � 4 O-�� v vl. (2I-2xlZ � � � � � t� (� ( � U ' � � ID. OVERFRAMING SHALL BE ZXb MINIMUM /�.ND SHP�LL BE POSTED l � �„J .-.-. . -. . . . -• -• -• - -•-• 3 -2 � � DOWN TO Ma�N TRUSSES ON A� C�.RID NOT TO EXGEED 2'-0" X �'-O" �4 FT�) � .� '-q 13/16"> 5)-2 (3 -2X6 ( ) i � � � '� OLU G LUMN `GOLU I � � II. ALL GOLUMN5 SHALL BE (3)-2X6 UNLE55 OTHERWI5E NOTED. � T PE 3 L� � � � � 3 - I I/4' (5)-�X6 12. ( � INDIGA7E5 BOTTOM OF STRUG7URAL ROOF ' � � � GOLUMN I SHEATHING ELEVATION. / � � � � � � � � � � )-2X6 -• -• - -• -�. �. _. . . . _. _. _. _ �U �i' , ,p 0 TUB ` cv � �� 6 C : i GOLUMN I ' C � X , l � ry - � �„ SHEARWALL � � tV j V 58 � '1 TYPE 3 - � x o ry - ,�/ / ry ' _ "" i i- ` , ` � � 5b -. _ -. - �Ll tY N n1 � �� „ " , I (2)-II I/4 VL f2)-11 I/4 V � � � 5 SIMPSON HU 51MPSON HU HAN6ER I 5b Fi�N6ER fINVERTEDI i � �� � �� (INVERTED) 15-8 V2 19-IO 3B PROJEGT NO: �334 - N , �� I � � �1� f l�l �l�l , } l�F ��� � ��� � � �� DATE: 04/Iq/2047 .. . . � . . . .. � . . . � . . . . � . . . � . .. .. . . . . . � . . . .. � . � .. . . .. . � � . � . . . . . . . . � . . .. . . . .. .. .. � . . � . � � . . . � � p� 1� 11 . . . � � � . . . . . . . . . . . . . . . . . . . . . I/4 -I O � REYI510N NO: � REYI510N� O'1/12/O'1 _ REVI510N0 OS/28/O'7 s , , REVI510N0 ID/19/O'i . . , .. v� � N � II ID'1 �t�V� RE 5 0 0 /4/ : � : 0.. .....,,,.,��, � �.• p s, .,` � REYI510N0 1!/2'1/O'1 p�+�'fi '° ••;'P REYI510N0 02/12/08 -.�;`'' "�t�i{t� �- 2�t� REYI510N� 02/I5/08 - v;y� 2 g ; � j REYI510N0 03/14/08 ' REVI910N + 03/IS/08 � , 0 ., ��'•• . ...•••'' GHEGKED BY: H5 ' � . , R , � � DRAWN BY: AYON �' ._.. L.. r J _ --�. �._. .w _._ m, _ .. � � � INTERI R, AIZIN � _ _ O BE G FLASHING RE: Al?GH � 9TUD WALL WITH I � i H55 3X3 GOLUMN 2X6 TREATED WITH Y M H A 2X6 TREATED WITH � �� �� „ �� � . �� �� G P5U 5 E THING . �� -EXTERIOR STUD 1 NON-SHRINK 3/4 m X 12 X 12 i � RE. Plr4N �� i I/2 4� X 10 ANGHOR V� 4> X t0 ANGHOR I�X12 GOLUMN � � � �� N �_ �� WP.LL WITH 5HE/�.THING GROUT STEEL BASE PLATE i �� EXTERIOR STUD � � 6 BOLTS A7 �-O 8 GONGRETE SLAB BOLT .4T 2 D a r---� �� �� I 8 GONGRETE SL�B I � i i WITH (4)-I/2 X 6 i � � t�-EXTFRIOR ON-GRADE WITH #S STEEL PLATE RE= ° i RE= PLP.N i i ON-6�RI�DE WITH �5 WALL WITH SHE�.THING ii i STUD WP.LL AT I " .4 H WA.Y b" GONGRETE SLAB EXPATl510N ?.NGHOR � I P.T 10 Er4GH Wi�Y 6 �I � O E G _� �� SEGTION 2/56 � � i � i� I WITH GONGRETE TOP .a.ND BDTTOM LXXX XX ] ON-GRADE WITH �5 g i o i I i TOP AND BOTTOM GONGRETE TOPPIN6 i� i TOPPIN6 �� p i i " ' ii i SHEATHING � # �_ �� � „ AT 10 E.4GH W�.Y i i I NON-SHRiNK i � = STONE VENEER '1 5 X 3 O EPDXY- 2 /� � i N ii i (REMOVE) „ 70P �ND BOTTOM STONE Gp.P � � 6ROUT i �I � 7 DOWEL INTO i�T 8 : � � NEW FLOOR 5L.4B ..,. . _ ,, � '` I/2° 150LATION B�� GONGRETE �� � 6�� DEEP . . �I � GONGRETE • • . (XXX'-XX") , • ' . . , . " �IDINT SLi4B-ON-GRADE I� I TOPPIN6 I TIN a o . e e � . . n p. . . . � . . . . . . _ . a , �_ �� � EX 5 G . WITH �5''AT i O � � � • 4 cQ < a . •e NEW 5" SLAB-ON EAGH Y�,4Y �� � FLOOR SLAB = �� . ° . o STONE VENEER . � a a Q 8 GRADE WITH 6X6 � . . � ,. a . . . . �/ . . . • - - • • . ,. .jC . . •. . . . . .- • � • � � ���� � � e ... � . . . . � . .. . . � � - � � . . . . � . •,• .. O• d �. '° d� .a � � � .. O• • . ��2•�/�W2.�.W.W.F.. � � . .. e . . � . _,. , ... .. . + � .. . . � . � . . � ♦ . 9 . � . . . .. . . .. . .. . .. . .. . . . . . . .. . . e. � . .. . �•.Oo. .Dy d . . Q•� . . � . . . .. . d . . . . . . . . •!� •0.�� o.O.� d o.�.� d.o 00� d.o e � , , , . `: a . �. .� � . • ' ° • "a ,.:,.-•r,.• ' ' " • ' a t0•:Oa.°•0:Od'.°•0•:O�OtO•.Oa TO V R .O .O .0 .O : p o a o o < �7�.,�.,y� , , . -, . , . , . , . . 5 NE ENEE . . . • O . .QDo.. o•.O�p .. .. _.,._,_ -.�. -.�. _..,_�. .._ . o 0 0 0 . a . . o.. � 6� ,:..,, ��_. . ,..:�,,,.��,:�„ Oo..�� . 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I I� � 1 - " ° _ _ _ _ ' � _ _ _ _ O o d a, = n/ � �� r .,� •.O�•Q� •�.0�•Q• •.O�•Q� •• �• O�•�� � '� �I� / �� �� GONGRETE TOPPING - - ll= -111- - � - , � -�rr � a � � � m�z �� i i _ ,:.,, ;r.'-� ��.�(1 e�Cl�O.•f1 n Sl�0.�11 n C1�O.•S1 n C1�O.f1 n - ��2 /� b X �� CJT�EL. ' - ° I I-_ I-I I 11- I 1�i I�-�I (�-1I J ,_,;.,,:, r=:,,;,, - .. . ... . � . I._I I � ... . _ -I I=l i . . . . . .. . . - � . . I I- n - . . a . . . . . . . . .. . � . . . � �- . �T . . . . . . . . . �,. ,,,,I c I� ,;:w ,�-.-; . P AT YVI TH 2 -HEX - _ V a �i L E ( � ��....�- - 1T1- .� �� �� GONGRETE :,r ; ��,-�w_ _ ��,�-,, - I/2 X b X 10 ST E ,�.. ,.���_, _ _ 4 -,-��-III I -1 J.L� E L _ �,__ _: T L4X X3/b -► L4X4X3/b e , . ��-E _ NU 5 . . . .. . � �� 4 .. . �_ . . .. . a . .. . �,���, ,,_ I _ �r�.� n. .. . .. � .. . . . . . . . , �� . „ � TOPPING . a �.:w �. _ . � _ a _ _ _ , _ � 1�� AT _ �.. �, ..._ - � �� �� �� „ , . „ . �� PL E WITH (�J HEX 8 I b 8 '7 - I �;;-, ti z_" XXX-XX �p.SHPHaLT MASTIX - P Y-DOWEL #5 X • WITH 3/4 mX 4 a q _ u��� L4X4X3/8 �„�. ;s:-.:�,_ I �� I � � , E OX 3 T��SAT � o N�TS a �•� PP.INTED) WITH , 'EXPANS10N P.NGHOR = „ �p.SHPH�+LT MASTIX :.:*-av :sj:`: ' I I- �� AT I'-4"; 6" DEEP �_ �� :....; . v� EPDXY DOWEL �- „ ,� � I I .. . � 1 11 � . . . . . . . . . . . . . .. lO �. k�ti�:i i t9.,�_ . . . . . . . . . . . 1 . . . . .. ... . . � . . . . . . . . . � a . . . . . J�. t. t.,. . 4 � 4 . . . . . .. ,,._., .,:-, � �� �� 3/ X 'AT I 4 (ASPHALT �� Ps41NTED L�tiTH .._> NEW ENTRY _ _ a INTO WP.LL 10 s+3 TIE5 is.T 1 ) :�... ;...,, st4 X 2 O . 4 _# � X . . . . . �2) 5 TOP P.ND � 'MP�STf PAINT < X ED) o . � 3/4"�X 4" ,._ FLOOR �.. �� '-I ''-`'"`' '"4'` DEEP P.7 I O EXPAN510N ���Q �� °� '' �'•=� � BOTTOM , �� p �_ �r � �� �� - - = :;�°r-: ;�:w� �� I I ANGHOR AT i -4 5 X 4 O 1�T I -0 � �b)-�5 q q 4 cD MIGROPILE L EXPANSION r _.;,, „�r� FRAMINC 4 1__J � _ _ ,�,:. :.;.r, �I i_ �_ �� �I �,-:. THREAD-B�R , �_ �, RE: SGHEDULE 6 P.NGHOR AT I 4 ,r,,� 2 6 a1-� _ .;t., ,;��: � .� , ,. - a ; _ - ,r �.H�>.:. �_ �� FOUND�eTION ANGHOR ,..�, h.,.. q #3 TIES AT I O „ . �� - a - . �.,.. � . � . . . . � ,6. � a � . . . . � .. .. . . . . . . . .. . . ��,.,� �- � . � �...-., .. . . . � . . a . . . .. .. . � u . . . . . . 6 , a � � _ �� 3 T ES AT I D �, �� �� 4 � MIGROPILE J/� X 6 X 10 STEEL .� .� , � �� . _ , .• ., . , �., . -I �` .r, _ . - 1� , RE. SGHEDULE . . � � �a� � � � �XxX Xx � . . . . . . . . . .. . . . . . . . . . _ 1 f' .� ,,... 3 PLATE WITH 2 HEX • i - _ _ . _ . � � . - _ > i _., �.- ,, . . . . . . . . . . LL � . . . . z'. � �. . . . . . . . . � .. e � C �" f Ol�l, � u . . 0 . . . . . i . � . . �. D . . . . ♦ e ..5 � . . ... . . . . . . . . . . . . .. . . . . . . . . NUTS �I II . 1�14 � ��.r>.. .�_, _ _ _ T .�, „ �.,.r_ �_�. �� _ . �� - - - - �� 4 - - 3/ I O ._._, �,• � - � �� .. _ �. . � � - t r 5 i . . . . . } . . . . . �I . . . . . . . � . � . � . . . . .. . . . . . . . . � . � r„' :� :.",Mi. . . . . . . . . . +� • 4 . „ ,.. (2J-�5 AT I 4 . a .. . . . n� . . _,�_ . . . . . . . . . . . . . � � � � . „ . . . . . . . . . . . . . . . . . . . . L __ . - , . . . . . . . . . . . . . . . . . . . � . . . . . . d � � . . . . . . . . . . . . . .. 11. . . � . . ., . 6 . a _ t . � � � a-r i , ., � � a _✓ O t ,s n � � TA �. H RI O L • ,;,.;,-, ;�,�, � O Z N .9 - - -.� � �� _il < _ n HORIZO T�.L .�.�r ,. ., _ a N �-� ..� �� � -C" f O � xxx-xx . aIT . ZX8 TRE.4TED , �f:., ,<<,_ f ) I_ �� �� >,.s,-• ITH 1 � =-;= ��`,•=, �� _ , �, 1/2" X 6" X 10" STEEL - - - W /2 XIO � , ,, 3/4 I -0 �- - _,.,.., .�:. �T ,-- �-- - . _ y..: .-.,.� AT I TH H ANGHOR BOLT V �-, _ ,_-. PL E W [Z) EX STONE ENEER .T �,. , ,,,,. � �� .� _: . _ , �� - +i • . .. a� . .s; . . � � , , . I� II _ , . T _ 5 ` X X _ NU . xx x _ _ A ,.. ..., � � _ T . 2 O _� a ' . . v� .. , _ a � . _, . � . . , � - - - - f , INT RI R ARIN , , , E O BE G .� r. i _ � _ ., a � � . . _ .��,:, .�:... _ �� THREAD BAR �� . .��,.s ,,......, lll .:,_ .,. �_ T WA INITH , GYP R T T PPIN 5 UD LL _ - 4 � MI R PI , ., . G E E O 6 G O LE EXTERIOR STUD � . �� a� ,. ,,,.: � FLOOR SHEATHING .;�=u:_ �:,-, _ � FOUND�aTION P�NGHOR a ,�. ,. . - - - �� R H _ .s�.. .r.,. K GYP��IJM SHE?.THING , Es SG EDULE '` WP.LL WITH SHEATHING , �.; , .:-,. 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G ,,,�, . � L N N ER :„ -,�,.. ,�f,3 � ON-GRADE WITH #5 a .� . ._ EXISTING FOUNDATION ?�NGHOR . . . . . . . . . . . . a . . . . . . . . . . ,. «. . . a _ . . . . . ._ � � . . . . . � , , , � 3 . . . a , � � � � �� � . . . . . , . „ � � r.s ,P:., AT ID EaGH WAY _ _.:1.. �. FLOOR FRaMIN6 . _ . . ._, a �� _ �_ n - �r �+�t� TOP p.ND TTOM ° - , 3/4 - I O ,.. ��r:=. , . . , _, � 0 . � _ ,.. .. . . . . . . . . . . .. . . . F d.r. . � . . �;� ,< , .. r ZXb LEDGER 1NITH . . i , ,.. . 7 ., _ �_.�_ _z� , , . b _, ,.. :,� . _ �. _ .� ,.. _ a � � �.. . , . a � 5 TOP , _ I NAI AT . � � � �p ,r,�r :....,, (2) Od LS �� ;<i.,; �rst�_ a _ q ,,::,.. ,,.,:� EAGH 5T a, 5 AT ID X ._. . ,.<_�. UD c� > ���1*, ,�-,.;, �� - a1..n,, _,;i.,_ , � . . . . . . . . . . , . . . . . . . . � . � . . � . � _ � . . � .. . . .. . . . � .. � ��� ..,�_ ,._„ � . .. � . . . . . d r � . � . . . � � . . � . � . . . . . . . . . . . .. . . .. . .. . . . . 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FLOOR B�AM RE: PLAN �� U e - t ITH - " 4� HSS BEAM AT 10 - �Z : W (�) �/� BO�TS .� REYI510H� 02/15/OS r.•` EYISION� 03/14/08 � I ' •'•' REYI510N� 03/18/08 �� � � ( O I �l � � , � GHEGICED BY: H5 ' . � � � CT ( O1� 8 �� C� f Ol�l � . 3/4" = I'-o° 3/4° = i�-o° 3/4" = �'-O° DRAWhI B Y: AYON � . �-' .a f, L.... , _ ` ,J ` � `�; ; :� . --� r ROOF 5HEATHING � WALL 5TUD5 AT ROOF .J�15T5 , I'-O" ON GENTER RE� PL�N 2X LP.DDER , ;:,, , FRAMIN6 RE: PLAN �.,::'�', WITH 51MPSON U o- ,,,,,,,ti .s _.._ STEEL BEAM ROOF SHEATHING q RE, PL/�N WITH ' STONE VENEER ��"�; _ 50LID BLOGKIN6 HANGERS CINVERTED � ' �^=,,� :., ABOVE f+.ND BELOW 12 !�T OVERHANG) 3X RIF'PED TOP �.,.,�`- SUBFASGII�+. <XXX�-XX�y DRILL C2)-Z° �D VEN7 PL,4TE WITH 112"4� ,' ' � ROOF 5HEATHING ;�.',°;, Ris.FTER SANDWIGHED . 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ORAINAGE BOARD . ; ; , „ � :: ; ; . ; :, ; / f ,..,.,,�.. ; : ,_ _ / , _;:: ,� ; ; : ; � : ; CONCRETE WALL .. .....: ....... ....... ....i..... ; . SHINGLE IN DIRECTION ; ,,.. � � ;.. , , ; , ; :;,� ; : ; � : ; ; CONNECT THE CCW QUICKDRAIN TO THE OF WATER FLOW , ? . S , � � : : � , ; ; � ; 5 ; MIRADRAW DRAINAGE COMPOSITE - _- ; ; � ,«, ,f, ; .,: . ; . f, : , . , . .s is . ` , , ;;, /:::, , , .. ; . ; OVERLAP THE FLANGE FROM THE UPPER `;; � , ^ _ ,, FABRIC FLAP ; s / , 4.17 O . 4 PERF. yt ; > ' F� F ,,� , : , . > - ...................... :...........................................:.......... .,,.,....,,.,.......,,,,.,,,..,..,..,,,,,.,,....,.;....W............:....,..............�.............,...:..,,....,,.,, ..........:....:.........................,...,,,,,,..,....,.,......... ,_ „<, , ; , ; : PANEL OVER THE LOWER PANEL OLD ,...�....:....................,,..,,..,,.,.. „ , ,, , � ;; � . , _: ; < : , , , _ �, �� ., , ,._.._,,_...v__..�........... ........�._ PVC S 2.0q , ,_.......�, .... .._ s R PA O , , , . : ;:.; , ; , ; . . , THE FABRIC DOWN ON THE LOWE NEL , , . . . ; � ' FA RI FLAP - FOLD , . _.------__._...... ....._....._......_�..�.__.�..._._......_ ...._•-•_....___......... , ; B C , � �- >: , > �€ . .., ; �. . . . , > __: . ARROWHEADS 7NDlC , .. , .• AP TH FA RI FROM THE . , , : . ,,;,»>,,,,,;;,>, :,; :;.. : ATE 2.68 OF 4 f PERF , , : ,. ' AND OVERL E B C 1>.>2 AWAY ; 4 SOLID PVC. DOWN OR CUT OFF . . . . . . . . �,. . � . � : � ; . ; . ; , ,...y,<. ,..,,4 ; , . . . . . . � � ; , . � � . � � . . � . . . i ''. . � � �. , . . . . . . . .. : ... � � . ,.;.. .,., . . . � . . . . .. . . . . . � . . . . , , . . . . � . . � � . � � . . . . s , , . ..,.., .., . � DIRECTION OF FLOW = , , _ � ; PP R PA OWN OVER THE LOWER s ; , : �- .. .. ..,:, . PVC S 2. � � , . . : , ,, ,,, ,.,, , � FROM FOOTER ; S-2.0% TO DAYLICHT U E NEL 0 , , . ; , ; '. :�! ...,,: ; E , . � , , : . :.... .....: ....... ....... ...... ....; ....,..,� .., , , f - ' . ' . -: PANEL AND SECURE WITH ADHESIVE • ADHESIVE T0 SECURE FABRIC • . . ���. ,�.�� . . . . , . . � � . � �� � � . � % � � .. . . . . � . . �I .� . . : . . . . . f '. . � . . i .: � . . � . . . � � . . . � . . . . . . _ . . . . . � . � � � � . .'. .� �: . � . � � � . � � . . � . .. , s : : . ,i. , I NV-��4.49 , ; . . „ ,., , �,. � .. , , . . E ,,, PIPE ROP , Q °.:. ; : ; ; ; , .,, _.. , . . . : . / ; ,, DRAINAGE BOARD ; _ ; : .....�.;.,... � ; ,,; INV=8�.52' ; �' ' , ,. ;... , .,.,. _ � , . , . .,, .. . .. ...., . . . ............ . <, , . ,. . ........:...........,�, ' ' . _.. , . , . / . : PI PE DRaP , r ,,,, ....:.. ..,<..... . , , . . , <. . - � , � , , : _ • ; :.;.: � . .. V=8 .36 ; , - CCW QUICKDRAIN DRAINAGE COMPOSITE ,,: , s : � ., ,;:., / IN ; . .,, , , f : • . ; 65.85 OF 4 PERF. . _ , . . , ., � . : ........,.� , ; INV 84.45 . P FI , . . , : ; ,,, • SECURE TO WALL OR WATER R00 NG , _ � . .. . ; d � , , _ , = i , r f . V . � I , . 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TH A H , , . . ;, ; ,. . . . , ; ..; , _ . . , _.. ,. . : ,. : ,� ; , 1M D ES VE , .. . . _:. _ ... . ..... .... . .:.. .� . �.....................:.....::........._..__;_ ...:...._.__.._........ .. � , . , , , , .: , __ _ _ . , .r . . .. ..... < , , ,...•...,.; , , , :, : ,., Y .. ,. :. _ . , _ . . , € I. � °, , . . .. ; . . . . : . . ., .. . , , . , . . , . ,, . . , - ... � , � , . . : , . - . - . � >..,.. , : -,... -,..; , _ , ., . . , �� � . .; , . a � .. . , : ; ; , , ; : ,,..., ., , . ; �,. : .f° , . . ,, .., , : . , . : , < . . , . , r , ... ..,.., ( . ;< . :.., �/ : ; . �•�--� , . . ,,_ , ......................:.......... ._._,.._:.... ,,. � , . ..., ., ... . . . . - ,. » °� . € , . .. . . . ,.,� . ,. ,. . , , , , . . , , ..._ , . � , A , .._ _ _ ......_.. , . , , . _..., .;: . :;.. . , ti � .�.. .�....� � .,.. . , ; :. . 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NNECT DRAiNBOARD TO f � . . , , _ ,.., .., CO . ,: „ . . , .: � .,.. , , 1 $ , . ,. .,,,. . . , . , ,. . .: , . F ,.,, y � .. �... . .. � ,_,.; . . . . . . . . . . . . t.i / . . . . . , , i>i;,, � . . . . ., . ., . .. .:. ! <� 3 :,.;.: : „�..i ../ /, i U � �: , . . . . . , , .... , , ..;..... . �; 5 . . � . . . . �. . . . . . . :�.,'. . . /. . . � . . . . . . . . . . . . . . . ;� � :�� � :: :;. i . . � r � � t:� � ,:� 4 A H R CK /• WSED 0 , 3 4• � :, .i . s V -�•� � .: ., _ , � . .. . � V 6 - � �•`- IN �88.6 ..�•.. : '�,�- V- � ; -,. IN 86.89 ` :;� . . . . l� 1i,Y . . . . . i . . /': n . . . . . r , ' � . . � �. � : '�: . � . �:.. ., . . . . .. . '.l. . . ... 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I : .._ , ... , . , ..,-°,,;. � � <-:,-... , . . , .. . . . , ,.,. . . ., } , .,�. , . , , ... , , ., ., , , . , . . .. , . . . . , . , _, , . .. . , ,....... , � . , . , . < . % . . . , . ,,. , . , .. , . , .. . . , . . . . . . . . . J. , � . , . , , . . . , . , . . .:,, .. ... . , , ,.. . , . , . .,. , . � . ., . . :. ; . .. . . .... . ...... . . ... .... . . . . � . . �, .,, ., , ,.. . . . . � , .. .. , . . : , , : . . : .., , .. .�. ,,,. ._ ,. .. ., . . , __... : _...__--�__-_-�, : ,.; � :.Q-, s .. .. , . .. . w. . , ; .... , : .,.. . ,. • . � .. , , . (�.. � r . : ; ; • ;,,,,/ , , W ,. . . . .. . :, , � , . ., . . . . . . ,. .. .,.. ... ,.< ., , . , .. , 4 . , .. ,. , . , f . , . , . . .. . .. . „ � ,I.. . . , : : ;, :..; .€:, E. .� PP I IRAFI 1 ON , , . . , . . , .., . , , , . . . . �. „ . . � ., P .. . ., .. . ' WRA ED N M , , , , , .. ,� . .. . . , r.. . ,,. . „ .., , , ,. ._ , ; i .,., , . . .. . . 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( . � � . �� O . . .. . . . . ... . . . :�. f . /:. i � :: '., / . . �. ............ . , . ,. , ,. . ; , . , , y . ., ,..:,, , , . . . . . , ., . !N�' .85.53 . . . . .� . , . �.�� . . .. ,, .:�,.,.c. .:-:;.....:..:...........,� , ,-y....., ... ,,.,,,. . . . . . r . ., � :. ; .� : ... ,;;s -„ s� . . : i, �.i,. ,;.y..,.,,., .f•...,.. -, , . , � . , _ . . .. : . � . . .. .. . � . . . . . . . . �� .. . :. . . . � : , . .. � . . . . . _ . . , . . . . _ . . E . . . . . , . : . .:,� .. ... .. ./�,../� � ....:........ . . _, .. .. , . . , , , . , . . . . .�+4 . . . . . . . , , _ , .�� ,,,, .,. ,t . -., ,., ,.. ._ . ... , ..• � , .... . .. , � / f J i. /-„ i. i, V �> rN .ss 8s , _ . � . /i . . . . , • a. . % t : : ..... S �. :,i . . . . . r /. ... �� . � ; ::. . . . . . . . . . . i ! .� ' i ' . 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The en ineer ond owner n �` - � � � �;. �� � � � � � � � � � � � � � � � �:� �"� � � - :/,�Y � .�/�. , t� ; exst 9 ut tes ocat p . .. . 9 .. . N � . ,.., I.., � , I � � � � � � � �;� � �' �%'/6, %/D �, � � � � . ; . .. . o : . :• � � . , , � � � � Gy � �/, /� , �I� � m d� � s sholl be O . �• , ,•- - ' � � � ; � � � ; . ; ; ossume no respons�b�l�t to domage done to ex�st�ng ut t es: Do oged ut t e ��l � , J Y � _ � . ;, ...._ ; , U _ , 18. OF 4 PE F PVC S 1.0� .,.,..,..............:._. �.:... ,�...... , ,�,......, ; . , Q _ . , ��% / ...... : ,, ; , .: .... • •� _ t < . .... : . � _ s_ ; , � ,.. . w ,�''.. -. , �r .. 44.> 4 - ; , .;. ; : , ir h n r r at no ex ense to the owner or en �neer. tNV 88.90 , , , ,. , , ,; , , , , OF PERF. PVC S 1.0� ; �. . : , _ ; • reploced/repo ed by # e co t acto p g . £ ,/�., r 5 , . . : - .. . , .:> . . � � INV-87.81 . , . , . . . . . , %:.�................: ' ' ` _ ,. . .,. .... ,; , s ��,,,,,,,,,,,,,,,,,,,,; � � � ; . . � � ......... / ' � ' O ; .....< ; ; , ;.. ; , . , ..., ,r i a � - f ,.. ; , '%. ,, ; : � ; ,; :., o ;, ...,,: , ` � o . . . . . . . � � . . . .. . .. . . . . . h r n i n t a , •,. . s: ; .. ..,-.� • s ' ' riI i in b otesad s o . ,. . . < ,�..., , .. .,: . � 4. Wo er roof�n locat�ons ond mote a s s to be des ed .:......:.. . ......................................................:.........:.............................:.......:................:........................................... . .... .. / ; k P 9 Y i s �.::...,-� i ; , 9 I �; /:/ / .., �-<<:,, , / .. , € .�.,_ .,,�., ,.,.., - :< ; ; ort of th�s lon. � :,. � , ARROWHEADS INDICA7�'E . , . , ., . P P �D " : ::;', ,.:: , �-;�� ; ;,,: : ��.... r ; .��;� s _- , O ., ; ���.'..s,; DlRECTION OF FLOW - :..., :., ;,,.. ; :s ...,; , , ., ,, ; � : .,,� . ,, � , . . . . ,_ ; . ....�..:�.............:.:..............................�.,........__�.................:...,.....................,.:.. ..,,....,...........•,...,.._....:..............................................,..,.,..,...,,....,,:....,.,..,.-,..._ , .., ....._......:.........:................:..............�..._..:.:_...:.....:........,..,..,.......,.....,...,_ .........................................:.:.... ..... . ......................._........,..,...,..,,..,,. . .....:.............................::.......... :..:::..m,.,�.,,.,�..................:._::_...:_......._.,:...,...::...,.,,....,....,;,.;..,.,,...,,..,............................ :.............:.....:.,.....,.;,.;.,..,,,., ...__....:.............. ^ .,,�,�,,:..�..;,.,,.....�. _,,,,,,,,,, ,,,,„,., . /,/. % /,/; 5. The controctor shall not scote plans. ony discreponcies or m�ss�ng dimens�ons shall _ �: : - : € : be brou ht to the attention of the engineer. ai �: 9 �. , -�-� ' o � '.: - .;,. ; ' .,.. •.., . � :, � ; , ............................................:..,...,,...,;,,..,,,,,,,.,,,,...,,............................................... ,,...,....,.,.,;.,,,,,,,,.,,.,.,...,.:,...,. ....:....................:.,,,,,,,,..::........ ,..,,..;. :,,,,;,,, ,,......................,..,.,,,.,,,.,,.,,....,.............................:.....,m.,,,,.,...,..,..,..,.:....,.,...................,..,......,..M,,.,.,,,..,.,......,...,......:,..,....,...,...............,,,,,.,,.,,,,,,,,,,...,....,..,.,:,...,.....:.. .......:,....,..,..:..:....,.,,,,..,,,.,,,,,,....,.., ...,...........,........,,.,.,..,....,,,.,.,.....,. ,,:;.,.. ,.,.......,,.,,,,.,.;,,.......,..,,.,...,.... � .,,�.:.......................................... ......:.....:................, ,;,,,,,,,,, � 6. S�te Vis�ts ond f�eld observat�ons ore not guorontees or worrantees of work p � : ,, , < performed. p � . r . ,. . . . . . . � . . . . . . . . � . . � �. . � . . . . . .::% . . . . .. . . � . . � . . . � � . . � � . � . . . . . ,. . � . � . . . . . .. . . . � . � . . . .. . . . . . . . . . . .. . . . . . . . • . • . • •� �. � • • • . . . . . .� . . . � 7. No Arch�tecturot plans where prov�ded to Arroyo Engmeenng pr�or to the t�me th�s �; HATCHED AREA INDICATES AREAS WXERE EITHER WHEN THE PIPE INVERT ELEVATION IS LOWER THAN lan wos roduced. � CCW UICK DRAIN DRAINBOARD OR CCW MIRADRAIN ' P P r Q EVATIDN THE PIPE NEEDS _ THE BOTTOM OF FOOTTINC EL I � 9000 DRAINBOARD NEED TO BE EXTENDED ACCROSS W , • rin F n i n I n rovided on I � .. TO BE LOCATED FURTHER A AY FROM THE FOOTINC IN , 8. Th�s plen was prepored from Structural Enginee g ou dat o p a s p � TOP OF FOOTINC AND CONNECT TO 3/4 SCREENED ORDER TO STAY OUT OF THE f:1 PRESSURE ZONE UNDER ,: 05-21-2007. � ROCK AROUND FOUNDATION DRAIN. > THE FOOTING (SEE DETAlL). TXE AREAS THAT THIS ' � .. . .. . . � �I� nf rm II technical subsod stud ����� � � - SCENARIO OCCURS IS INDICATED BY A DISTANCE AWAY 9. Contractors respons b ty to co o to a Geo y 3 ' • r mmn in � FROM FOOTER' NOTE WHICH IMPLIES THE DISTANCE eco e dot o s. �; :, - ' REQUIRED FROM THE EDCE OF THE FOOTER TO THE � � �� `• ' i in i inf rm i n includin structures utilities ro ert � FLOW'LINE �F THE PIPE. IN ALL OTHER AREAS WHERE 10. Contractor to ver�fy ex st g s te o at o , g . . p P y � �. . ` � � . . . f rk n r � - THE PIPE IS NOT BELOW THE FOOTINC ELEVATION THE �'+ /� . _ I�nes, I�m�t of roadwoys, and curb and gutters; that may effect the scope o wo p o � r . 1 . . . . - , DISTANCE FROM EDCE OF FOOTER TO FLOiYLINE OF P1PE �+C^�� �/� to be �nnmg s�ke construct�on. � . .. 9 C 2 ` SHALL BE 6 MIN. �: � , � � _ �: � � � � .. t; � f __ , � _ ,; , �` � t , , � , _ � F,: � , _ � x� � , , , , _ ' � :� ; T � J , � O� G �� � '/• %� ` � � � � Q � o� � � � O � Q o,• : \ � • a 9 � � F 4s � � � � � � ; ;� ' g \ , � a'�' �jl . 8238.3 x � � � �' � �, � � o o �- i � , � �(� � `s �� , iP` �, � � � ¢ , PHON� � F � �I , �o � P�D�STAL o � .., p . � • EX51T. . . � '� . � � . LL D I STURB�D AR�AS BOULDERS TO .. : � , . . _ O REMAIN . TO B� R� S��D�D AND , :. � � • REPAIRED AS R�QUIR�D \ < ♦�' �- -, . .• , F. ��' ,�� �,'. \ � � f,,� .. . � , 2i �. ` � NEW �LOW�R BED / .; . .. � ti `V � 5�° �d�. L�N]75G�P� L�C��ND � .. 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SL / � � '�/ �5`o d isclose. , _ '�G � � i ,, / / e \ i / � i � / O ,. � � J � / i � / // � � • , � � / / ti � � � . \ � / O � 3.J Elevation 8238.0 5hown on 5ite Plan � ,p, / / \ / � _ � � , � • � �� , �, � /� �-fOT TUB � 6'� / to eq,ual elevation 104-4 on (� � .� / ��` / / � . / � ., � ON GONG PAD � � �.J_ , � ,.. � \�Y � ,, �c. ' Arch itectu ral Plans. U , � / / � / �.A / p� � -, � / � / . � 5 .. . / / � � / , '1 4J Gontractor to separate all utility lines � / /� . , U � / �� � Dc and meters as re uired b a licabie — Pr 115 � / / / a ypp a ce / � i \� i , � \ codes. , � , / � du�Iex �,--- / / / v � �-- / / / / , � � . . (� � � � 5. Gontractor i5 com letel re5 onsible / � s � p y p � � � . . yl_ � / O � / / . to ensure that new additions do not , / . . / O� / � \ O� cro5s line of Platted Recreation Parcel. � � � � . . . . � � / \ \ � if lans eed to d e o � � p n be revi5e in dim nsi n, \ , � / �.0 1� � : / Gontractor to make �r�hitect aware � `L / � � / . . / � / before ourin of foundation5 and an � p 9 y v � / / / . . � / ordering of steel and windows. � . . . . � PPER LOWER �CEVEL � � � �/ Goordination of an revised field / � y C / , . , ' DE KS ST,�PS � / chan es in dimension to be / 9 � � . . . / re5 on5ibilit of Gontractor. �c� p y � � / � / � � \ � . . i / / / 6.)�pplicable code 2003 international \ � \ . . . . : , . P LA N ��� D���� � ReSidential Gode with Town of Yaii \ � � o ' � / 1 3 5 10 20 . . . \ , adopted revi5ions. ,.:. � O � _ . u - '_ n � � o. L I SGA�LE. I - IO O � v � , � . . o \ \ Copyr�qht Galen A,Aasland,Arch�ect p,C, \ / '1. No ditch/culvert exists at ed e of � � 9 � . . Thls documer�t and the des s,Ideas and � � � I^OaGI/drIV6UJa GOnn6G�lOn. GOntl"aGt01" � \ y \ \ / . . . . data�s the ro er of Galen A,Aasl�d, j , \ p p �l !: D \ , to Yerif with Town if culvert �size ': , \ / �J , . . . . . Archttect f;C.as instrumer�s oF professla�al � , �' \ t � s ecified b Town) i� re uired rior to �i, � p � a p t � � < . . . . . . serv�ce.rhis document shall not be u�d cr .y \ installation of new driveway/pan. ln5tall if I ew�h�th�w�� 4� \ \ � . �led In whoe or par n d �� req,uired by Town. � , \ LandSGa e note5 ccnserrt of tJie presldent oFGalen A.Aasla�d, r \� � p 4i /'j �/ Arch�tect f;C. \ ✓ . i 4 � 9e S.)No Pan exi5t5 at edge of \ / IJ Th(5 lan for locatfons of lantfn s and if htln onl . E p p 9 9 9 y . . � � ` / �e: Si - road/drivewa connection. 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Q e, ,, ,, , , / , / . . / S a 0 _ � , F . , , . , ,- - . , lL � . 0 ,,, ; ., 0;- _ r 1 n il n i 4 aceadbu n i � dx oud e � , �, \ � / , P P o . , � /-' , '�, e, � -� . . . ` , / , , 4a. . � , � . / , e, .. , , . , � , , / \ , . ,, , . � , . .- , , � ; ,- , . , butldm overhan : , / , / •tG . , g g _ � , � , . , . , . : , , cA , . C1 , , , ,,� , , , , , '3 , , i / , , \ , '� c� , � < , . , . o , , o� , , D� • _ c� . . ,.�' o o , , , , , 3 , � . i . 6 0 • , , , , . . . / . 5 a . � . .�'` 0 m i r . , , , . . . x a n floo elevahon , , , , , .5 di , ine 0 cA . C� , \ iP . 3 _ , � , . %" ,- ,� —8237.95 �' , , . ,, � , O, , , ,, / , , , , . . „ 0 8237.5 � . , . . .� � , , . � , , � � . / , , . , . - - , . . � . \ , , t� , � � , . � , ✓ . � , . . � , , / � � O p,2 . 8242.1 x / , . � � , C , ,/. , � e�,s , , 5 `, , o. . . � ' , , . . � ' � / ,- , , \ 2 � F \ '�, C� . � � . � � �� , , / � . . \ � � ' , . . ,� s . . ,-• � , : . , , , O , ,/ . � � , . _ � , , . � r 1 _ _ aa esabs . . � � , � / g g rid e elev Uon 8257.0 . . . o _ , �' . g a , \ ./ � , , \ , . _ � , o, \. � ,� ,- eleva�on—8 37.8 � , . , • . , 2 , , , - : . ,/ � - � , , . �. I C G , , . � _ ee m . . , , . , , � . . . , . , cP , / , , , . - \ 0 r R m , Sto a e o0 tr n former / , . $ as 0 . , , . , � \ � � \ . ,- ,/ 0. , , ,, � . , . 3 �'o Easement , , , . , E i/2 du lex . , , ,. ( , , P u erleveldecks. , , ./ � , r- PP � , , , . \ \ . . d�, , , , / \ �o cr� �', � O. �' �\ , , . , .o ,, .--� . Parcel 14B � .-��� � , o- � , . O , , � . , � , , . , - \ \ . , . ` ' - - 0 � � � - , , . c�` o - � � , , . � , , , 3 . , a.o2��c. o, .. , ; ,, ,, ►� . ,. � . , . o p, , , � , .. � _, x m in fl or elevatton 5 , . \ , , a o �. , , - \ . . , 0 � � � ,- � ;, , 5 = � 1 . , , 8238.0 , , . . � � ` \ , , � � � , , / � , , , . � � , , \ , , / ` ', � � . , ' --8�37.1 � ; . , � � • X / W 1/2 du lex . , ; � P willow trees ; , � . : / , \ ' 69 � , -,,` , � , , � , , .V" \ , / , , • •. eve elev n , ' Parcel 14A � . . -� . � latted Recreation Parcel � i � ,,� 2 , .- o �t p , , 8235 / ,. '3 �' � � 0.027 / lo�ver floor elevatton . . \ c�o x 82249 Ac. / ,. �` ii �` . � � � , .,, / / . 5 , 8 49 , , j 22 . x \ o`�.�' � ,/_ / ,- _ cP. / . , , .- , 5 / _ , � c� i "\. , D� 5 — , � 1 82 7 � . ti. \ py ndge e evaUon 5 A 3 / �y.1 , a i ,.- a� � � � � '� , o. �ti � . o � � ,- � . \ �i -, � 3 ,, �. , . / o o � � , i � o� , D� / . � y�'�/ yro ,- / \ ; , , / ,-' ' � � ti , ; 1 � ,/ aved arkm for Parce115 u er level enclosed s a ee � ,. ; p P � , PP P . / . , b� , ; � . \ �c fi � / ,, � •� - � . . , _ ! , � / . , �' . � . , 0 � , ; e \ � � a/ ,% i i - 0 � , � �y , , / . . . , • 6 % \ �. / `, , 0 ' � 3 n T o r hic and Irn rovement urve � � � ;.-- o a S � lower floor elevahon J � �� � _ � s . . � �� �G / \ 8224.55 x c�,- . � . a - \ i ,- . �ti . , � . , � �� ,. . � � "A` t i, . .. � m o 2 .,- ' . , • , �.��* , . . ; , , , � Q. : , , s o` -� a4, , , , , o . � Le al descn tton. ,. , o. . , � P , , \ 3 . s . . , � .- � . , o D� , , , , � Parce114 Casolar Vaal II accordm to the recorded lat thereof E le Coun Colorada' . , , , g P . � tY, : � \ 6 , � , . , 5 . � / , , g ,- . . �, . . . . . . . . � . . . . . . � � � � � . � , .�� � . . � . . . . . . . �y� . .. . . . . . . . . . . � . . . . . . . . . . . . . . . . . . � . . . . . . . . � . . � � . .. � . . . � .. � . .. � . . .. . . . . . .. �i . . . ... . � �. . . . . � -. . . . � . � . . .. � . . . . . . . . . . . . . . . : .. . . . . . . . . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . � . \ �. � � . . . . . . . . . . .. � . . . . . . . . . . . . . . .. . . ,. . . . . . .. � . . � . � . . . . . . . i � � . . . . � � . .. �. . . . . . . . . . . . . . . .. . . . � . . . . . . . , . � � .. . . � . . . . . .� . . . :...� . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . '. . . . . . , . . . . .. . .. . . . . . . . . �� ��.Q� . . . �. . � � . . . . . . . . . . . . . . . . . � . . . . . � . � � . .. '. p , , - , . ,, , . . O . . , � / . - I her c th thi T r hi n Ym r m n rv s r are b me and is an accurate re resentarion of the , , , eby erhfy at s opog ap c a d p ove e t Su ey wa p ep d y p . � / -� , , - , , , , , . to o ra h and im rovem nt 1 caUon of Parce114 on Februa 2 2007. . .. . . . .. . . . . . . . .. \. � . . . . . . . . . . E' � $ � neoe�r. . . . . . , P g P Y P rY oa9 .eo, . . . . .' .. . . . .. . . . . . . . . . ♦ . / � . . . . . .. . . . . . . . . . . . . .. � . . b40 00 . . � � . . .. . . . . . .. . . . . � . . � . . .. .. . .. �. . ' .. . . . �. . .�`��.. � �. . � � . .. . � .. . . � . . � . . . . . . . . . . � . . . . � � . . . � L4 P� Op � . . .. . . 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" = , _ , a t r ' - , Date �.L�a�d ec ne P�S 2 6: , . � cS` �, �� . . �- .: • p, o .� . , �,, . , . �> .,. , ., . p .- ,.. , „ _*, d . . . . , . . . . . . . .. . . .♦ . . . .. . . . . . . . . . . . . . .. '� � "1 . . v a . . . . . ,' y � :" f�^ ". e" °� ° . . . . . .. . . . . . . . � . .. . . � . . . . . . .. � . .� � .. . . . . . .. . . � . . . � . . . � � . � . . . . � �.. . ' `�. (�, °a�o �.-ee�° ^� a°` . .� . � ... . . . . . . . . �.. � . . � .. . . � � . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . � .Jn o., Op . . . . . . . , . . .. . . . . . . .. . . . . . . . .. . � � . . . . . . . . . . . . . . . . . � .. � . . . . . t � q . . . . .. , . � . . . .. . . . . . . . . . .. .� . . . .. . . . . . . . .. , . . . . . . . d. .'�/ � . . , d � a � t� a � � � o . . . . . . . �. . . . . . . . . . . . . � . . . � . � . . . . � �`a � �. . . . .. . . .. . . . . . . . .. . . . . . . . . . o � � C . . . . � .. . . . _ .. . � � � ... . .. . � . .. . . . . . .- . . . � .\ � . . . . . . . . .. . �. . � .. ... . . . . .. , ... . . . . . . . . . . _vv ao � � . . . . , �e�i ei�N � . � .. . . . . . . � � . . . � . . . � . . . . . . . �. . . . . .. . . . . . . . � � . . � . . . . . . . . . . fllli/1 . . . . Parcel 15 ,, , , �, , ti . , � Notes. ; du lex , , , P , ,,' 1 Platted easements are shown. � , ) ,! . 2 A tifle olic as not rovided for this suve . , ) P Y�' P Y ` ,, . , . , 3 Th n r m 1 i � , , , ) e co tou terva s 2 feet. ' ,,`' `�'�, ,,,�' . , ` . , , �. , . , . , . 4 Elevat�ons are based on Parcel 14 du lex ara e slab shown havm an elevahon of 8237.8. This matches the on mal . . , ) . P g � , � g ., ,, ,� • 1 in N 201 m r 15 1980 � , to o ra hic ma for Casolar Vail II b Ea le Va le Surve Job o. dated Se te be . ,, �, . , P g P P Y g Y Y g, P � . , o , � , , ' _ �. �, " p. ,, , , � , ' , , . 5 The du lex outlme on Parcel 14 follows the latted arcel bounda exce t as shawn. � , ) P P P n' P � ., \ ., ; , , ,-' -. , ,, . 6 The total area of Casolar II was I tted at 1.235 Acres. � ) Pa � � ' - 1 ' � � - 0� �. �. ,� , lj., , , , , , , � . . , I , . , . r �. , 7 The du lexes located on the Casolar II latted arcel were not necessanl constructed in the loca�on of the latted ty ., , . < ) P , P P . . . y . p , ., , �� �� �d , , . 1 1 In 1 r P r 1 r 1 r A R s b i sion ofParcel 14 Casolar Vail II r corded at Ij � dup ex parce s. panc�u a, a ce 14 was e ocated pe e u d vi , e ra• '; �, ,, . _ �a �. �, ,, Rece non No.204159. , g � , , . P �F , , , �s , , , e � � , ; � � - , . e � ., nt . . u er/lower level ;, 8) Revised 6/04/07 �, PP , � , , ., deoks/steps ; ,, �. � ,�' ` , 6 ,� , ,, A • 48 n n ri il , �, , , ddress. 11 Sa dsto e D ve,Va , � , � , A _ , �'�., � ,,,,�' _ a _ , , , , N • A ' r m m n n 1 ' n e on an defe t on this surve wrthin three ears after . , ote. ccording to Colo ado law,you ust com e ce a y egal acUo bas d up y c y y . , . . . . . � � �, ,� n m r n n r � r ou first discover such defect. In no event ma an achon based u on an defect in ttus certificate be comme ced o e tha te yea s . , : y . . Y Y P Y ., � ,, from the date of cerhficatton shown hereon. . ,, . � , , , � � , � ,,` , '� _ '�, , I n h r PL 30946 n R .356 Bu na Vis Co.8121 T 719 395-9160 , , \ Le a d Lec ne S Cou ty d , e ta, ( ) , , . , � . , . , \ , ,, , , � f� °� - , , . _ , - �; : � . ` , T , SA�DS ONE DRI V�' 160� � o 0°— Q Q : ' � EDGE f PA ; � 0 VEMENT ,. e _ , , , C> E�ec. �LI _ J ..._.�--- ': ' , O � 0 � ` ,, U � . E/ a ;. 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Foundatron utbne ` e . r � 0 d� tli ac cu .a� c f aid o � v 5 1 c�tions. tJtil.it 8220 , . Y : CS� . . , o :, , , , l.i < - ne locations must be c�btained riol , _ _ / P ,. .� . , . . . , _ . , : . _ to anx an sitc excavatian. - &' .' . Ind1_vtdua]. � _ :,-. .,. . ^ , , . `, , �9 1 servl�e line �u . s � t� .,lio�m unl�.ss 1o��iLed , ►► 8220 , t _ . . , • , � , � � b� thc, util_ttv com�an.ik_s. - - 1 � � • N ; 41 ,.. , Z , F� �'--�-� , ' � 82/ �-- 'J � O ` 4J : Z Z � _ ;� � '�� ` ' � ecreotion P cel r� ezio --.._: : , Orolno e and : Q W 9 ` . 1i I ; . 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I _. ___.I�_._� �_S a L �i�o!� _ _ __._. z -t� - __..._ __._ __ _ _ __ _---_ .� - �_ _ `�'�"r T consent oF the I'res iderit of'Galen A,Aasl I �r"c.NC�1-f�1"`S b l.L nl I►� � and, . _ �_ A .�_ N I _ - ��a- _ _ _�a�_ _ - : _ � � � _ E, � _ . , _ _ -� �r � _ � , Archftect F',C, , `/ L, s E a . �.�- _� _ _ N _ ___ 1�.. ---.__, . _.__ _. �-�' i _._ _ _ _.__.. _ _ � _ _ � _.__. . _ � - : � r . _._ __,__ _ _ _ . ____ . _ --- _ _ ---_ ____----- ___ ____ ____ _ _ _ _ ___._ _ _ . __ _ _ _ _ __ __ _ . _ � _ _ a-- ----!----_, __ __ . _ _ . _ ; . . , . _ PROJEGT NO: 2006-8 , - , _ .. . , . � ` _ � NORTHEAST ELEVATION ___ _. _ _..._ , _ . � - - � . a QA . t� �_ ______ � . . . . � . . . . . . . . . . . .� . . . .. .. . � . .. � � . . . . . . . . . . . . . � � .. . . . . . . . .. N � 1 N �. � . . . . � . . . . . . . � . . . . ,� ; , I/4 - I -O , _ _ A-8 .: 0 � REVISION N0: R a � . - ; C� _ � : . - - . �� � �1 . . � � I I D Y: A , AA RAWN B J M/G � : n , w � r " _< ` ° ° __.___ � �, _._ _ , . ,: �; , _ l , �: .. ° ' . a r i � � '- He��v:�rth-Pawlak Geotecktnt�al, Inc. � � � 5020 Coun�y Road 154` �'/�� ' Glen�a�ood Springs,Colorado 51601 �' ['hoi�e:970-945-7958 HEPWORTH-PAWLAK GEOTECHNICAL Fa�:970-945-8454 emaifc hpgeo�hp�eotech.com October 9, 2007 Dabney Pierce ` � h." 3'800 Inverness Drive � . Houston, Texas 77019 - Job No. 106 1017 ' Subject: Observation ofAdditional Pit Excavations for Foundation Underpinning; Parcel 14, Casolar II, 1148 Sandstone Drive, Vail, Colorado Dear Ms. Pierce: As requested by Tom Meyer, a representative of Hepworth-Pawlak Geotechnical, Inc. ' observed additional pit excavations at the subject site on October 5, 2007 to evaluate the' soils exposed for underpinning the existing foundation. The findings of our observations and recommendations for foundation underpinning are presented in this report. We previously observed shallow pits dug along the south side of the building for evaluation of bearing conditions and presented our findings in a report dated May 10, 2007, 7ob No. 106 1017. ` At the time of our visit to the site, two pits were excavated near the south foundation wall of the existing building in an area that had been cut about 3 to 4 feet deep below the existing footing bearing leveL'The pit next to the existing foundation was dug about 7 feet ' deep and appeared to be all old fill material. The southern pit had been dug to a depth of 8 feet and encountered a large rock. An additional excavation depth of 2 feet appeared to encounter natural gravelly soils. No free water was encountered in thepits and the soils were moist. Underpinning should consist of extending the bearing level down to the natural granular soils. Due to the depth of old fill and rocks in the subsurface, micro-piles that are'drilled into the natural soils appear needed. The structural engineer should design the underpinning. A specialty contractor may be contacted to provide construction details. If you have any questions or need further assistance, please call our office. : S incerely, HEPWORTH—PAWLAK �AL, INC. , Jc�Nr.z..'�.LL ' o •: .:•�yG� R � . . a _ Steven L. Pawlak, P. '�: � 5 2 2 2 ,.� . . •"� .,�6 . . . . . . � SLP/ksw '•°��``f o T`�*�.° J'T9•;�;/ONAI���p� ' cc: Galen A. 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I r � � `�, , _._ - - -,4-- ------ � � 56 ; - ry � Z � } � --_ _ � �µ� _ , � � ; _ _ � �. - ;1, ; -, � � � � �" f �1� 1 - - - - - � �� m � � -,� -^- ------ m _ -- � ; " �' ,� 3i4° _ - �, � l , ::�� � �� � � � - � � - o � R ; . �: ,__--1��'-��,, � � `__—_---{_ � qo,_i„ -.-� ,� � ; _ ,,,��, � Q � a�; � ' � �p , , - ! ,.,� � ;� � -. � V�IRLL m ry 3 �:,�; �:�,� ��'�""�.�a�*'�`� `''�� � '�``�:fi.�«,���� oX �.,. °� (�� ?��, d1 1� MIGROPILE � � TOP OF �` _� � �;; I � 5''Ep � � ���� f� ., _ , _ _ _ � r��. m �' �.,..�,__ _ s�aB �__ `�,,..- �'� . m� ' � � v- CQNGRETE MIGI�OPILE SCNEDULE �n _� �:. r � � � , O '� � i i i ____. __�� � % ��P �., �D - �:__ O t TYPE 51ZE SERVIGE LOAD GAPAGITY [KIPS] � �p � Iq'-b 3/4" I l � I i � � fV � � � �`� MIGROPILE G ; IZX12 �--� � �o°eh� ��NN p rn u`"�z� N�; MIGROP G ' � � , B ' f�'; ; GOLUMN a � � � �N�oro$ cvc�� ev ��r�o ' 20 KIPS LIVE LUAD �� '" ��o��'� Y°et`�� k�,�"""� �.£ °�°a�a v�i�a�3 �� �ea '`"�;� 3 � �,�' � 6�� 6�� HSS 3 I/2X3 V ZX 3/8 j � ; I; , Q 6��m ID KIPS DEAD LOAD ,�. ,� � �_ �,o,� „ � „ � � � MIGROPILE ' , � � � b�,... ,. � "�,,.,� , GO UMN , p � - - - - - , ,r + � �� - - - •.. a �,�, vv a� - � k_ � , � , � � . . . . . . i . . . . . � 0 000 R � ti�Min f�L�COO , � .� ' � � �,: IGfZOPILE �_ �� �_ �� '� �� ; � ; � � � B 6"� �` C �� p a� o � F� � nn oo r � , `� 'I � � ' ; ; � �� 30 KIPS LIVE LDAD ;f F� � au � �� � N� � � , �,� � ;; i 8 O � 8 O � , I 2 � ' '•�° � 40 KIPS DEAD LOAD � W �� �e g; �� �y �/���.� ��4 I I. �. � � �. x C U � ' ;���� I'��# IQ � I' ; 56 � � G ���� 50 KIPS LI�/� LOAD �y �� 'a 3�A � ,�� � ;�. _ ;" ---.- _ _--- -,_._ ._-4 _- --� _-.�— --�- - ---� a -- �f , � - a 35 KIPS DEAD LOP.D ,� 0 � � � � �, q I' q - --- --- ---- --- - -- - - - -- , ,�� � � ° 'A ° - �..: � 2 3/4" � ;. d' ,: 5 MIGR PIL MIGROPILE MIGROPILE � l' I ; i ' ; - �' f � � " .� e ` �. �' � I i WikLL � p �..� 60 KIPS LNE LDAD � O � � � (5)-2X6 �' � � 56 !88'-'i") H5S 4X4X1/4 �' H55 3X �Cl/4 � � G j I STEP `fl � 40 KIPS DEAD Lt7AD W W .;"`'k GOLUMN --- I � � � Q GOLUMN � I;�' �LL MIGROPIL � MIGfr2 PILE p i D i � i GOLUMht � i �: . i , � � i -_ � = L - " _ STEP A f�. MIGROPILE p 6 F_�" G ; ' t�V �88'-7") --T MIGROPILE -- I � _ '�, � � ,� ? �88'-I") _ ,-_ . . ' _ ' .- � � � •,, NOTES: �; � _ c0 � ,,; � <, , ,; i � MI QPILE �-ziE3 }'-`] � - � a ►� � WP.LL _ _ _ , _.__. __ , , ----�� _ ____` � � . ._ . _ ` � � ' i _.._::: ,.�_.____..._.._ : .. . _..� ._ ....... , _ . �.,..�.. .__ :.:.. '_ `— - ------- C.�—� - - � P.PA ITY HA IN A MINIM M " � T P � � � ' ` , � �� ` ,� I. SERVIGE LOAD G G S LL GLUDE U , ' , , ��. ,�.._� ._. _� -�.�_a�. -�. `� r � � A,, S E , , , `- - ' - " -�: - , •LL-�- ; _ , � �q0 -I � � � • ' m 'b;�. � " r � I % \ I —_ _ tl, �`, � i � ,� � t�V S T AGT 2.0 ��` AF Y F OR OF � I , j - �� I I I � �, I) I ���- ��� � � r m `.. � I. � : � 2. PILE GONNEGTION TD WP.LL OR FDOTING SHftLL * � � ;.� G MIGROPILE �, Lq0'-ID 3/4"] �) I � B � �'� .�-�L I ' "�`� � ` L -- �.. I I ; , � _i BE REVIEWED BY ENGINEER OF REGORD PRIOR � � ' � � � � ((� � a tr .. � �� � �n�s� � i. � 1 # MIGROPILE ��`,_, A I--- ._ � Wi'.LL � f(1 Td INSTp.LLATION � � � : ` I ( REMO�/E EXISTINC� � - ----�- I ��') �,\ � � raTEP � d' EP_�JXY DOWEL 5 -�__ � , __� -� , �� � Y' �i � X '-O" 6 DEEP FOOTING THIS AREA �---- ° , ° ----------- MIG OPILE G ; � a �4 :� � --- ------ I I _ �T I_ I '1'-8 I i (�_ — I � 3. LOl�D TEXT OF ON-�"aITE PIERS IS REQUIRED. ;� „-;: � � INi EXISTINC� � .,-,- I�I� �� � � _ I—i.. _ i � I � � � F NDfaTIDN W.4 L , — --� � 4, SC}ILa ENGINEER SHALL INSPEGT INSTP.LLATION OF � � ! � ��� r � q'-O° 8'-O" ,_ � '2, 5'-q" r � ,, ,E� Y � � �H55 3X3X1/4 __ � �T — - - - MIGRO-PILES. � ;�' WALL STEP I i.� --�-------- -- �>, j;,} � �GOLUMN � ,.-� I�(�W 4" SL/�B ON i �..�� �� , � _ � I ; - _-______�__ � p��,;,,�a� GR.o.E?E WITH 6X6 � 5. XXX'-XX"] INDIGATES TOP OF MIGRO PILE ELEVATION. O ` � .-a �� � 6�� 6,. � � � [ � 'C� r,A 0 �. � �; I I ` .,q`���.�``� � I W2.IXLJ2.1 iN.W.F. i � 1O" �� �� '� _� ; G MIGROPILE � ;A� - ,I: :. ( � � EXISTING I I , I � - �- , ,�- ��.�� O �� ,� _ � - � ������ �,� FooriH� � � , � , ii � FOUND,4Tf ON NOTES: �.�� �` � � l ��� - ---- -- � ; : �; � , , j �;, � _.. � }`., i rv�„�-���� . � � q h--__ \\ \ , „� , , ���n�,�,����„"�{I ,,� �,,�fi /�\ I I ---' -Mtf�R6PttE--6 ------ � : c.� � I. DATUM ELEVATION 100'-O" EQUALS EXI�✓-TINC-� MAIN LEVEL FLOOR 5HE.4THINC'.-� �`�' � � � � � � ... . ,. � . �. . `', . . . . � �0 � i'� � . . . � � . .7�3 I�r w�n°''"� . � �. � �� � I � . . . . ,J\ . . . . . ���S6 � _ . . .. ( I �: � . . . ELEY/�.TION. . . . . � . . . � . ; . � O � �� . t �:�' I� ,� � �`� I � EXISTINC� ... � Cb8'- „� �p GO'-I" _ � I i,' , � � ��� ' � �' S6 �' , �.;;��„„�°'` , � �`=�� I � SL/�B ON GRADE � s I � ,� D TOP OF -' ; ' - - - 2. [XXX'-X"� INDIGATES TOP OF FOUNDATION W�.LL EL�VATION. O W . } �� � _J N 11� —� v � ���,x,� A 6 ' ,����� � �I_—=== -- ----— -- ---� � SLa.B �, 4 1 ' _ dJ g� , � r �' ------------� I �:`° , I =-- _--.--BCf'-3" MIGRO I E t. �. � O � 3. �XXX'-X") INDIGATES TOP OF �OOTING OR MIGRUPILE ELEV?.TION. � . � . . � �am,ss�u=�`` . � .:. .. � �" � ,R''�a�a„mw;.wa3 � . . . . . . . . . . . . . . '�'�c�s` . . �^� u � � �. `� . 0 �y.i^F. . � . . � � . . . � . . . . � . : �, � � . . .�`"'e��xe+'�N""}'K'��'s�'R . . ��...wu=u"� -i m''�amar«ka`,. �____ . . . . I I�� .. �. . . . . � � . . .. . . . . . . . ' . . . .; aM`k��.:,� � � . °�r . . . . . . . . .. .. � � . . .. � � � � � . ; � --_�� L _____. _� C-� TOP OF �� � � �� I � '�•L L. � (� � �� � � I I �-EXISTING EXISTING � � � IJ SLAB R OVE :- �,I II �'"� �`� '`' STEP 4� R�PORTGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS .� V � z - ( � i I _ � I�iTING i /i � � � FOOTING � I 'I EPDXY OWEL I I W,4LL ( � � ' L �, , _ S(, �1 � Q _� #5 X 3� �� � � OPENING ii I I /I O ��`' } � ' S. GONTRAGTOR SHP.LL PLAGE C3)-#5 VERTIGALLY FULL HEIGHT OF v - EXISTING I I „ � _� vI � , , WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-O" IN l l V I � �J - 6 DEE INTO GI'-I" SG'-3" i ,� SITE WALL � EXISTING _%��88_'�__� _ � .0 P.pDITION TO WALL REINFORGEMETIT SHOWN OTHERWISE. � � � TO REMAIN I I EXISTI TOP OF I TOP OF I � GUT EXI TINC� � - i I - - -� , FOUND ION I I � i� � FO�TING FOUNDA I�ON � � ' I I I I Wi�LL P L Y W O O D I E X I S T I N G S L.4 B i � W,4 A � � �_ � _. � � � ' r i � m h. A L L F O O T I N G S I N G R A W L S P?.G E S ✓H A L L B E B A G K F I L L E D W I T H � � I I I � � ( �� I FOOTIN (10' i�'" ' � GOMPAGTED STRUGTUR?.L FILL TO THE TOP OF THE FOOTING � I � � � ��-�- I I I ' 1^1?.LL I 5LAB � I � MINIMUM, UNLE55 NOTED OTHERWISE ON PLANS OR SHOWN ON � � � I � (88'-1") ST�P STEP �- - - - - - - - -1 1- - - - - , - - - - - - - � � - - - - - - - - - - - - -� �- - I'-O" i 3'-O" [104'-4" � � SEGTIONS. � � - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ _ _ _ ' - � ----------� � I ___.------------------------------------------------------ ---- ---- �-- � �I - --Q- - -- -� � � `t 'T. �LOOR ELEVAT I ONS 5H0 W N ARE AT TOP OF SL?.B OR AT TOP OF � - -- - - -- '�, � �- - _-J� _�� _ 1 � m �-� PLYWOOD FLODR SHEATHING. ` ` ` - � - - - - - -� � � � - - - - - - - - - - - - R MA IM M AN MAY N T - - - - - - - - - - - - - - - - - - - - 8. �OC?TING ELE�/ATIONS SHOWN A E X U S D EED O v l � �l _ ITI V IFY HA Y�11TH T I O . E G NC.-�ES BE LOWERED DUE O SO L GOND NS R `�J I'� 'L 103'-4"] LIOq'-6"�� L 103'-O"l� L103'-4' � i � � STRUGTURP.L ENGINEER. � ((} � I FOOTIN tV �� _ i , 6TEP � G. PLAGE SLAB ON �RADE ON STRUGTURAL GOMPAGTED FILL OR _ �/7 (� _ I N�TUR/�L GRP.DE A-�',�- OUTLINED IN 501L5 REPORT. ��� tf1 � = WA L : ; ': ` ; EPDXY-DOW�L #5 X 3�_O�� , V f�_..�-" � N STE [104'-4"] ' 10. UNLE55 OTHERWISE NOTED - ALL SL�.B ON GRADES ARE 4" THIGK p � I AND F TINC AT SPAGING WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIG. °p � r - I � O F N EW FOC�TI NC� A ND �F�.,� � � ���E " sz i 1Np.LL R INFORGMENT IL PROYIDE GDNTROL JDINTS OR GONSTRUGTION JOINTS AS SHO1�1N I <,Q pN FOUAID�.TIOt�L PLL'.Al. MAXIMUM 51ZE OF EP.GH AREA SHA�LL NOT � �J EXGEED 225 FT? � �row� c�� �r�fL - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J IZ. GONTRAGTOR TC7 GOORDINATE ALL DIMEN510N5 AND D�TAILS (8�i'-I") (�i0'-3") YdITH ARGHITEGTURAL DRAWINGS. Q 8 ��-3����-3�� 6 � 13 N " 56 � � 56 ,_ , 5E, 56 13. p MEN510�DTO�ERY�(15E O FOUNDikTION PL 1�1,UNL�55 ��IEd��L���: '1334 � 0 14'-3 1/2 16 -3 b 3/4 � 14. REFER TO ARGHITEGTURAL DRP.WINC-,5 FOR STAIR FRAMING DET.41L5 - O� , _ ; : ' : N 35'-5 5/8° 14'-4 3/4" G'-f.� I/8�� "1'-1 I/2" AND LANDING SLAB ELEVATIONS. � ; �'. °' ' 15. ALL SITE W�4LL5 NOT SHOWN QN TH15 PLAN SHALL BE BIJILT PEFd : � N REVI510N NO: o ARGHITEGTURAL LANpSGAPE PL.4N5, DETAILS AND ELE�/A�TIONS. �' 66'-f.�" SITE 1�lf�LLS SHALL NOT BE GOriNEGTED TO THE BUILDINC-� UNLESS PROGRE55 5/08/Ol � NOTED OTHER.WISE. PERMIT Ob/14/O'I � REVI510N0 O'7/12/O'1 � � N ,� �.��j : REVisioup os�2a�o-r �., �., e � � �- - � ��� � � � �� � � ���"� � � .�—� : M p�4,...a..:., S�, REyI5loN0 l o/I q/o'i '�,s � ,o".,.�',P �� .� � . � � I I � I � I � I , � �,, �.,,�,w ��; t � � �� � � �l� ) � � � � � �l �t �� �I � �:� Z�TJ �'; a° �� g; I/4"=1'-O" '� °'•. . � _: _" ' "` GHEGKED BY: HS �..,.. .r �.. _, � ., . . � �t�-.;,,.�� .uiw' DRA�WN BY: AVON ' � � 0 � �� - � _. _ ._, _ .�.� - , FLA�✓-HING RE: ARGH � � � i H55 3X3 GOLUMN 2X6 TREATED WITH 2X6 TREIS.TED 1�11TH � EXTERIOR STUD _ RE: PLAN I/2"tP X IC3" ANGHOR INTERIOR BEARING ������ X 10' ,4NGHOR WP.LL V�11TH SHEP.THING 12X12 GOLUMN I" 1VON-5HRINK 3/4"cD X 12° X 12" i i BOLTS AT 2'-O" BOLT aT 2'-O" � �---, GROUT STEEL BASE PLATE 6„ i �i�„ � STEEL PL/�.TE RE: � � � V�tiTH C4)-I/2" X 6° � i NEW 4" SLAB STUD WALL WITH � SEGTION 2/SEa i j RE= PLAN EXPP�N510N P.NGHOR � i ON C�RADE WITH GYPSUM SHEA�THING SLAB ON GRADE i i # �� HEW 4" SLAB ON GRp.DE LXXX-'XX'�] 6X6 W2.IXW2.1 _ �� i o i � V�I.W.�. 2 1/2 WITH 6X6X W2.IXW2.1 �..t*��,� � ,�� d . ri ��) 5 WITH 6X6 W2.IX1^12.1 W.W.F. W•w�F• � q ._ .�$ � t�,�a, .,b�G„�y^ I" NON-SHRINK �,.�� , STONE VENEER EXTERIOR STUD 2 l/2" ° STONE G,4P a� i i p GROUT �a� `�,,:,t"'°�I�,��` Wp.LL WITH SHEATHING EXTERIOR ,���� � �.n����� STUD WALL NEW �LOOR 5Lr4B * 4 , $,,� � i `�, 1/2" ISOLF�TION 8�� GONGRETE WITH �� ' w a. F f� Qa. ...,.a.. x-�,x:°---x�-x °'a� x � � � '•— , „ . ° B JOINT SLAB-ON-GRL�DE SHEATHING (XXX'-XX") r , � . , � s������, '� a . •. a � i , A°"�s°'x x',.x EXISTINC� x---�-�x-�x=.x—x. � °° � �,��, WITH �5 AT 1'-O° . �—�c—zx-�x . x � o a � � °'o Q a0°'o 0 p°o tl'` 04°o ti op° i i 4 .° �p°o Q a�°'o 0 QU°•'o Q NE W 5" 5LAB-0N EP1GH W?�Y FLOOR SLAB - a a� ol.:° oO. oO. 8 n ,�o O e�.° O o O. p� 6 o O O o a d STONE �E►��ER ,;� a aa °� a000�oQ.000qaoo.�oo�oo.a000000.00:o` o�o eo.°oeA eo.ao�o ao.aoo, a 000e aooe ���� � � a ..op ..o o ,. .. o o . o . o GRikDE Y�IiTH 6X6 b '� �o . 0•e tio= a oo a . 0•a tio� � < . . � " a `� . .,n n�n ��wR� n °n•.o o , ...: .. . .... : �.;� P. 7. °n n .o n�n•.o � .. — � Oe� O� O�, 00 # ' o �=�h.. ., " =('I�11 ��I-�� �' � W2.IXW2.1 W.W.F. � a , o •e� ., e� "�� � � v0,�° 0.<0, o;,a0,�0o�,�� . o. ��)- 5 � o 0 0 � (� _ �.��� O o;,e . ,D o;.,< ,O .< .� ;; ° e `��,. �d� I I,�I I I-1 I I I I-1 I�� �,;� . ,. � Q a , a <a.:, I 1=1 I 1=1 I f " �= _- - -i= � e . a - � .� ��II a I�II� , .,�A�. a • . . . III-II�• � STONE VENEER = _ -� � ; d .. e. a , �� '= II1= (XXX -XX 7 `Q a . � ° • ! < e I I- #5 P.T I'-0" VERTIG�L ��*�: - - - - _ _ _ r i � a ,., - � a a - ��,w„:�, ��� , a a a I� a a a o . , a -� � �I I-1 I�I�I I"=_I I I�I 1=1 I I �I I I� =111--��� - _ ��,. ,�� � < x�_x_z--x- ' �>oo�• o eoo0� o eoo�• o < op• e aoo�• �- - - - _ _ _ = II - _ _ a , .a , . ��-I I i-_ � a - - - O<o : .0,� , O� e .0,� e CO 0 , �� .I I I I I I I I I I I I I I I I I I a 1=11- , -��-��i- �I-I I ��_�I I-���=I I-��- �� ri� o : < a � ��-���-�� �_I I = � I I-I i I�I = a.a e.o e a.o e.o o a.o..o> < e.o> >a.o,.o� _# - �Tf_m�Tf- - - I I I I I— � � I I 1=1 I— � . . � . � �� . . � � � . . `� � i n—i i i�u r m� . —�Ti—n i�I� � . � p o:n i.C,�O.•c1 i.C1�o.•c��.C`��o:h n C10 O.•c1�. �2� 5 TOP aND . TC1��_ ' a ': �� - 1=111-I1f-_-1 - = I-11I_I11=111=1 - � „�. o ° � 1-111-111-1 _II-111 i- aTr 1_�T, 4 d o _�_1i i_iii. � W�,> a ,� o a. BOTTOM � L4X4X3/8 =11I-�`�.� �' � . I-111= �� �g � � _ - - ° - _ -- --- = ; _ _ -IIIiI III III�II I 1,-111;�' ' ;111,-1 . ° a __ � -_ -_ �; __ �,� a. a ,� # '_ -� �_� � � I II� � L4X4X3/8 _��III�II�IIII. ' „__�_ _ �-111=1 111=111= [XXX'-XX° �ASHPHALT M,Q.STIX '�_I11=111=111 ��"° WITH 3/4"mX 4° � �y� 3 TIES AT I'-O" -��� � 11=1111=1�-1r II-11I-II L4X4X3/8 � , < , #3 TIES �T 1'-O' � . y II-' - '�-111 I_II I-II�� .� PAINTED) WITH � �_ �� ""� �� EXP?.NSION P.NGHOR � �, � � � �_ -II�II-1 � �' � AT I'-4" (.45PHALT �� .���' � DOWELS RE: .-ill 10" (ASHPH.4LT MASTIX ' EPDXY DOW�L ;III III III I�II ' `� � a � �� Ps�INTED) WITH EXISTINC� #4 X 2'-O", 4" ' 1-11 II II-_-11' III) Q �. MASTIX PAINTED) ;s�� � ,: a. �-�r�?n, MIGFZOPILE ENGINEER v� 3/4"�X 4" 'T- . 3� �,y 3/4"cDX 4° GP.RA�GE DEEP AT I'-O" "=111 111- EXPANSION �� � I 11= --DOWELS RE: aNGHOR AT 1'-4" #5 X 4'-O" ?.T I'-O" ° a° o (8)-#5 � "�+�,�;,,�°� . ,� =11 =� EXPANSION ,-11 FLOOR - � ' , . . ° . .�� �u��'����,�.�:�� RE: -raGHEDULE ^ _ = N R I -4 = FRAMING �`� 4 � MIGROPILE ENGINEER y�,�' 6"cD MIGROPILE � ^ A GHO AT " 4:, �4� � , .� il�ll II�Ilr il�ll :,�'� � " a `'' �'��,��� ,��� �i I1=1 I ' < I I 1=1 I i- �_i I I-1I `� «. � - - „ a � 2t - _ , rl I I- � � � � � ` � S ?. O ° ;{� �� �' ; � ` �:�� �r � � I-_ �3 TI� T I' , #3 TIES AT I'-O" �,: {Y � �, ��� "�" _ _ _ ��� 6"Q> MIGROPILE � � ` ° fXXX'-XX"� �'� ,... �,�, ,�„;: i /�\ =1II-1 -_ ° ° I_ - - RE SGHEDULE �,� ,+t '\ � � . . . ,. . . Abv �61" . _ ' .O O Q Q �G . .. v�f� :. . �� ��� �� �� .. . . / \ .. . 'I���(�(_ . .g�' ' ' ���_���' � � � -������� @� . .__� � � � . . . � . � . . . . . . a' ,a . � . . � . . � „� r -I I I I-, ���_, I�I I . I I-I I I�I I �� �, � III-_ .r. 3/4" = I'-O° � .� �,��. =1II � _ =1I1= . I11= =1II '���� � � ��~ A�, ,3�' "��' -I I I-I I <. � I I-1 I I_ � � - - � y .. , ,�,� ��, ������ o a. ���_��� ~�� , . ° �� � '- . �" � � 5 .4T 10" ��� • C2) #5 AT I' 4" � � � ` �� � ;� a HORIZONTAL ���;�. _�( o a: I I-I I I� �,, 2X8 TRE/aTED a � � � ,t' . I I I I 1= a; HORIZONTAL (XXX'-XX") ° � I I_I11-111-111=111 I I I-111_I l 1-111-1 f "'', W I TH V2"�DX IO° ° _ _ ��.� a . �n ` DOWELS RE: �I1=1II�I1=III�I I1=1I1=1I1=1II-1I1,= �� P.NGHOR BOLT 3/4" I' O° =1I1=1II-II1=1II III-III-III-III- � �—STONE VENEER DOINELS RE: f�T 2'-O" z .-ill li-. MIGROPILE ENGINEER �� MIGROPILE ENGINEER 'I,_III�II-III�I II-III-III-III=1 ,� ° a, �II-I i= = , '-III��111=111- a -111=111�;111=" � : o � =111-III _Ilf- _III __ 6"ro MIGROpILE T=1 I-111-1 EXTERIOR STUD � I I 6"m MIGROPILE � RE: SGHEDULE � FLOOR SHEP.THINC x , �' WALL WITH SHEHTHING ° ,'. EXISTINC� . � - 1=111- 11=111_ �`�� � �` �5 AT ID" VERTIGP�L FOUNDATION ',�II-111 , I I-11 i, RE: SGHEDULE `'��N��°�`�,��� '�, .�",, FLOOR JOIST [XXX'-XX"] ,,II III II I I I _ � �:r„��„�N��=; 3L� �' RE: PLAN ' � WP.LL ��, ,:��;�„� RE: PLAN WITH � a a � f �I 1 � a a I/2" ISpLATION `��«��.����a:��`" 51MP50N TOP � � 4,�� -11 _ � � � � � I �I � I � FLANC� HANGER ,�4 �� � , � ��. „�'""v�°�,�" � ,��, a . �� a JOINT EXISTING :a FLOOR FRAMING �`"`�� a 3/4" = i'-O�� �� ° � _ ,f,��'"�`""' u ° 4 ' 2Xb TRE�TED PLATE a:. , `���,������ ° '���,:���.���„`"� � WITH I/�"� X 10" ANGHOR � �`�,� � # —x �P—x—ex--x. � a '�a,:�2)- 5 TOP �A BOLT AT 2'-O" � o • o, � • °o, > • o, • ���°� - � -- �: e. #5 aT lD" X 4 ��o0 0 QCp �O�Oo°O QOo°� � i����. . . c� „ ,.� � . ,. � � ,� I I I_ _ z�_6�� ��"r."' �, I I-1 I�I 1=1 I I A ; �F� ��� ��: �=���;��� � � � �" f C�i�l 1 . i � _���—���_���_�- ��� � � ���—��� STDNE YENEER EXTERIOR � ' a 11=111 II�II_� . Q =lli � .p ' II1=1I1=1I_ 1- � II1= 3/4" = I'-0" r STUD WALL ;�r ° Q ' II��,III��I1-1I- � o � � �� �-� 4" SLAB ON GRADE � � WITH SHEP.THINC� a �STONE VENEER SUPPORT ` n ;� #3 TIES .�T I -O WITH hX6 1N2.IXW�J �XXX'-XX" � O • � RE: a e. a ' SEG. I/S6 a .W.F �° I/4" KERFED � O ; . �,, . � 12X12 TIMBER GOLUMN � S q'-i" 5 AT 10° �� S T E E L T-P L A T E �� �� v � � a � a 'a �Z�-#5 A T I'-O" G. W I T H �Z�'I/2"�D � , -=== �� a �. EAGH Y�tAY �-11 � a °. I I_� �I I ��;, � __il l l i-_ HORIZONTP.L �`°, X 6" EXPANSION / ' \ � II-111-111-111 #4 TIES �T I'-O � � - EXISTING III-I I-III- �� 'n ;II1=1II- . � IIIII �� a ° II1= -1II `�;, _- ANGHOR AND (�)- _ � � � -11L-II . a . a ' -�_�-�-�_ _,��-�-�- _ � a. IL-II� _il�ll FLOOR LXXX'-XX"I �IIIIIIII� II-111_i � . `� i/2"m THRU-BOLT FLASHING RE: /�.RGH _ � -i I I. • I I I I I I_I I I�I I I I-I I -i I I-I I . I I I I(i_ _i I I-I I I SLAB = I�I I� DO ELS RE' NGI NEE - -, (� _ _ > a : F a , a • . �-111-111 I_I I I- N � -��� < n � III �__III MIGROPILE E R o � � _ � - o a a , e , � - _ � ,s� [XXX'-XX"] - I � �1_ a � ll_I I < 1 �I., I I I�I ' I I-I I,J� � ' ^ p 8" � -�_�-111 0 . a .. a.. , o. a a. a e� . . 0 '-1 I I I=� _ �' - I GROUT , _ . _i � I I_I II I_I 4. . a d � < a ,' � o a � �I 11- i � i 6"cD MIGROPILE `t I" NON 5HR NK � � ,=n i=i n a o a _ . SGHEDULE � . . .^ [V a � _ . d a a, o ; . a. 4 �. .:. a ���� I � r-J'TONE GAP � � Q RE• - � . . . . . . ` 1! . . . . . . . . . . . � v . � d' � . . .. . a d . a � . �4 . a . �. o . . . . . . � . � � .. . . w � � �_ . . � . . . . � � . . . . . . . . . . , .. � . .. . . . . . . ..�"41. . . ',d 'a . .Q'a.. � _ .o . � . ' . n ' a.a � .�a. °�a ..8��_�u . �uam,wi � . . ' � � � . � . . . . . �. . . . ` `� ` � � . d • a . - 3 ���'' ✓TONE VEhtEER 11� c(� �. < - - 11=111 II VERIFY ° � � � � . � � , . . . � � . .. . . � . . .. . . . . � � . . . ' .. . �. � ° '. �." . a �. .° ��.d ° . .�.a �� .� . . . .dn � � ,���:�� —��_ ��� . . � � � . � . ., � � � . . . � m . . � c{��_�u �,§�� ������� (������_������ ��_����_��� �� ��_�� ��_������ ��_��_��_�� �1 Q �a�+. a . �. a TOP OF �,.�,�� _n i—n i u i—i i�i u- -i i i—i i��- -i i�i i�u I- -u i—i i i- ,i i ;. � i i. - 4, X < a p - • PLY1�lOOD �� �, DRfaIN =�111 � ' . 111�= �. � rb , ° a° �:�'" L=_� I ��-- -i C2)-�5 , ` d ��� RE: 501L5 rlll-' '-111= Jjl- I . � . ENGI N�ER � I �I � � � � � �I � � a = II-II_ C2)-#5 s�.r 8° # I/�" ISOLarioN 1=111=11-i- a � � )- 5 � � � � � �I � � � � #5 AT I -O HORIZC)NTAL a a ON GENTER � �� _ � �� 3/4" = I'-O' - CASHPHALT MASTIX v� ��'o�o g cv�a��� N g�M�� JOINT T' ��J L4X4X3/8 , � V c`�c°vev�i� $ r�icv 8 rn�'^e�E a ' .I , ,. 3/4 - I -O y oao�a°1 ooNN�' w°rno�e°1 � � - : . � . 4" SLP�B ON PAINTEDJ WITH � - K��a��a ��oq'�❑ x. ,� , �_ ,,�,� � ♦ � � ,, EXPP.NSION r� � oao°°� '`�oo� �b�°O� < NEW 2X8 TREATED WITH �RADE WITH a a 3/4"cPX 4" � � ro� ��� � �0�3 ,�,�a `r o . 6Xb W2.IXW2.1 F�' , V2"Q� X 6" EXPAN510N ❑ � a1 ao+a�o �'o�nM � �c, a P�NGHOR AT I'-4° tD aU""`a vsv""� �""� P� a ^a EX15T1 C-� �LOOR a DOWELS RE= �I W.W.�. o . � A o "� �¢ � � �� ANGHOR AT I'-O° � ,;�r a �,- o 0 0 FRAMI G =- _' MIGROPILE EN6INEER STONE VENEER �� � �� � � � a� � � -i I I (I r EXTERI OR STUD WALL W > �� g o w� y w a a � vv v :III- I-=- WITH SHEATHING TO�/P/PING�/SLOAB W TH � -`�' � ~ " a . . . � � . . . . . . . ; .,• . � . . ��t .. �/�/�x��/�x��� .� I—��������� a .'I=������� � � . � . � . . ' . ... � . .. . . . . � .. . . . . �/�/. �/. �/�/ . . . . . . . . . � . . . . . . . . � ����"' � � , r�°�nx � O O � . � .°� �. 'k7 �/�/�/��-/�/���� 6/�C/ W2.�/�W�.� W.W.�. a , a n � �`k�„�y�� �..� � •� o _ .� ; � � � - I-111= =1J�=111= 6"Q> MIGROPILE qx—x—z,�x—.x� , �', e � � � a � ',=1II-III III-1I; RE: SGHEDULE Q d EXISTIN� FLOOR �� �1=111 II 11= I SLOPE - �5 X 4'-O" <4T I'_O,� C� w � w � '° ' PR./�MING `�� �'=111 ='' - 0oo•0:O °aoo•�°.° °aoo•0°.° °aoo•0°. a ��°00���°' ���°' 0 0�°00. � � , � 4�� �� - ' _ _ = T- , a —x �—x x_x_x_° x. - �e �o 00. �e <„00. ` . II_I11=111=111 ° -`�II�TII�II a �� ��,� I I1=1 I I -- -a a—x,—x�—.x =- [XXX' XX") , __ < � -111-11 ' o � :o ' i -II #4 TIE T I -O i � ��m�� �� -�II.. ' Q: a0•aooe°o0•:ooe°v0•: oo�QO: -o a .i �� ��III oa ■�� �■ � , • a 5 /�. ' ° �� 3 � Qa .Do.a0,0po OOoo a00po o i � -11 � ��n���,� `..� ����� � "' ' y i Pi 11(i� �Pf i�i i � � • _ , � a . � . . .. � ,e . � . . .. . . . . . _ . . � .. Q 5���,. �;� ��a�,�d, "�'�' <. '�I� I-1I I�I I p . _ ry • , �� �,,..r5�� �n�,�x ' II I-I11=II . � a -I Ili - C2)-#5 AT 1'-O � � � ���1 � I 4 a. a 'I�, �( �I_�I I I , HORI ZONT.4L � , �= NEW PLYWOOD II-II � � a NEW 5" SLHB-ON fXXX'-XX") ;III �� ° G�RAGE FLOOR -II ;; _, � -6R�4DE WITH 6X6 ' ` . SHEP.THING � #5 P�T 10" VERTIGAL 3/4" = I'-O° a 4 W2.IXW2.1 W.W.F. ° Q n a ; DOWELS RE: o. a a ° e WATERPROOFINC� Ili l ll I lli-_ MIGROPILE ENC�INEER � � - °° 2'-b" . , M�MBR/�NE /�ND �, � I_I�I 1=L�1� `. a� EXISTING . {�' � ,p o � DRAINB0.4RD - I-III- II-111_ 6°<D MIGROPILE � a #5 AT I'-D" X _ ° RE: �.RGH ' '�II-111 III-11- O ° FOUlVD.4TION #5 .�.T I'-O" HC3RIZONTAL � , - RE: SGHEDULE � W?.LL 2X6 TREJ�.TED N � '11=11 I II I� -" � < WITH V2'� X ���� o , 8 ° . 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EXI5TING FLOOR . a EXISTING FOUNDATION 2X6 TREATED ` ` \ � ' -�_��II'_I �ill II ° a II-Li. V2 150LAT1 - IL= JOINT ° a a. FRAMINC� �, WALL WITH I/2" X 10° .L� � _ o Q 11-' � ' ANGHOR BOLT � _1 11-111�1111=11 -a. °a 10"_ a a , a ` ° . ' ,�.T 2'-O" =I I�I I I=I I I a p, a IIiiIII�IIIIIII �� ° � � R �b., �� ' _� � �: �� , . .; d 4. 'd > . a , e 3/4" cD X 8" ° � a. ' EXISTI1�iC-� FOUIVD TION �, ° 88'-I" EXPANSION P.NGHOR WALL - 4 �� . . ' p � P tja '� . , . �!{.. '. " p C . . . . � . . . . . . . . � � . . . � . . . . . . � . . � . . � � � � � � . � . . . n p p: ' . e i a °n Illlli VERIFY P.T I'-0" , �a � STONE VENEER l 1 U ' � y� � . . . p° . a' .�. . ' . '�� . -", �• .a ' . �. � � � � .. . � .� . . . . � _ . � . � . � � .. a a . . . . . . . e o (2)-2X12 TREaTED LEDGER ; o �5 .raT IO�� X a � <. � 11=I JII �1111=1111-II�II � - !L. (WikLL 51DE MEMBER . � �� . STONE VENEER -ii iii=i =iTi=iit-iii- i- ♦> � -i. 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DRAIr1RE� SOILS °,e °ea� ° o �--: > a "-" 11-1111=111�11 _ _ ° 1�= -1 .aae•o: ao•o: oe•o; . oe•o: =111_ PERMIT 06/14/O� `° , oo ,a ,o ° 1=11i_ _��-�� �u > - " �, -a m: � ' ENGINEER �I11-" "=111.- ��°o0O0�o0��°oOQO��p. 1=111=1� �. o 0o e�0 . o 000�o . <ooe�o . <o'o>�o=. III-III. ',�J d� �� 8 ""f11-III- T=111= RE1/1510N0 O"1/12/O'1 �,°.00��0000,0,400�0 ooC3. °. �-_ DOWELS RE: , � �: p q -- — '�I I-I I I I I I`I I . 6"G� MIGROPILE � '�1=T1 II II � RE: SGHEDULE REV1510N0 OS/28/O� �' n� � � '�I;,111=111-11I II-111-1II=1' MIGROPILE ENGINEER ' ° A < a 88'-1° ,- , ;� �II_III�I 11=111�11- oe . 4 . ° :� a g e. . � - VERIFY slll�� _- � h,� ,� -�I I,i i I I I I-1 I li�,I I IT a. �. , ' ' , I� � - J , s 10/Iq/O'1':q � I (xxx'-xx") 4" � �EVI510N0 ; � Cxxx'-xx") ('�i . ��_i' g`_�=1�I_I=I I I ' 'I I I I-1 II I_I I I_I I I�I I I I����! .i i ' . � � � � � �I �l � , :4�' �G�`Sh. "`� � 5 6"4> MIGROPILE � iii�i�i -ui_iii_ii� _� O, � 'ii.i_ �; S s, ., , ��,,. 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