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HomeMy WebLinkAboutVAIL POTATO PATCH BLOCK 2 LOT 4 1998.pdf _ — _ � �'�. ��`�,'�i� rT--Y{�`r^1�" Y�'i N �.N ��-�cr�' . Lt�l� . ! : ,�! Li^ �� , .. i a'ui" 'fi. L:/_, � � •`. _ _ � s � !. _ .�.7 ' . , r ' „ , , •!�5`�, - . . . . . . . , . . . . . . . . . . _ . . ^Y , , . � ,. : Y : . . . : � � . �� , � � � . . � - . . . • .. � .; � � • e 7 t . . . . . . � � - . � _ . , . . . . % f . . . . ' ' � . . . : . � . � . '; . � '. 'y '~ � ., . . . V! L:' �' : ._ . � � . _ .. . � � . . . l „-:.. �. _ . .. } . .,_ . . . _ . .�. . � . � . . Y. • rJ t. . . � . . . " ' . . . . . . . . � w,` E ..: L ' " . . . . _ . _ .. . . _ " ' _ . ' i _ '��,�i_� iC . � rC . ... � .. . . . . - Y . ti - �" . . �.5 ' . _ . , _ .. . . .. e„ztV POTATO PATCH DRIVE � 1= 79°04 ' 49� ea35. 16 �,_E.�,R,�, E„S. MtN, R= 62 . 86 � �'ER nlA7 VAIL ` PQTArO PAif:rv suRVF_voR�s cERri �icnrF � L= 86 . 76 � I , Michael J . Post , a Protessonal land Surveyor regisle� ed unaer the laws af � �= � .1 . 59 � /� the Slate of Colorado, do hereby certify thot this tupograph �c survey was � made by me and under my supervision , and thaY the survey is accurate ar�;! LC = 8� . �4 a4y5. � correct to the best of my knowledqe . � (�`B= 5 88° 35 '35° E �n�t n � n rq� .. \ BU3.48 � , .,r` � p A f/ °�. � � i ; L � I;.:�l� , hf �-�,- . . ,�, , p� - � . . . . - . , — sas� o / \ v� �:1 vn �' �� >. �- � Q �. . � _ c �� �andp ,�p. LS . 30G � ;r �_ � � � ' '� � OI1J —j0 � . ' ' � � — — -a ' i �c ,�.�. � �� �� ��,: • ' '1 --�- - ;' i �N . , � t �� ' �� �___ _ " _ __ _ -- _ —_ __ —_ . I P4'.! . , \ : ) `J.� \ � /'�� � � ___— n�rn , .w� � o _ ELGC. ��A( lAhO •' _ _ q .o _ rwws. , , , : , � , , , ,••' �� - . a ,�<�< , \ i °SJ . ' Tv vEo � � . b \ r- -�HONE PED \ _ E�EC �- � _ _ _-- ME.TER -"_ ; � �/ -- - - , ; � � i � � � � ,� � � � � . , ; I� < ♦ / � Q l� � Q C� .)11 �' P<,� � �� � iANi.�>-� AvrNC 0 � � � � h � � � _ _ _ — _. . r / K4y5,d W / / \ � � 8�35.3 � , �� � M / / � � .� � '� � � � � _ � � � / / , _ � r % \ �� � aa / / % � � / , ; �� � / 8�39.8 '' . � \ �\Y _ /_ . ��� %� �� � � � � _ _� - � � . � � � � � .� / � i� / - - - - , r-i.�.� ::n�ac �i�T� uiE �cT �. � � � / , . " j.- �, �5 � � :� ' � � - - '� � '` y W��li . � Q� . .;.� / ' , � 03 � �c i' i� � / / ' � , i /� / / � i� j� j� � � ` . r„ , , o � � o� suRVe, _ � � � ., ,y8 LOT 3 �j�L / _ / � , �_ — � � � � � / i _ � j °'a \ / ' �, 2} �JRVEYOR HPS MA�E NO INVESTIGATI01'J OR INDEPEI4DENT SEARGH �OE (7 ,:' � �� \_ , � ' � � � '� � � � _� %� � [AS[�A[WTS pF RECORD (OTHER iHAN PLA7iEU), ENCUMBRANCES, � % � �, h - - \ i / � � � � � � RESTRiCTivE COVENtwTS. CwNERSHIP nr�F EviDEMCE. OR nNr OiHE�? 0' ! / / �' j/ � � '`_,�, " ; �� � � �=��� / / ,.� ` � LOT 5 FACTS THAT M1 ACCURATE aND CURREMT TiTLE SEARCH MAY pi5CLO5E . "� � � " �� � / � o z /� � i \ � �: ',) NOTICE ACCORfJWG TO COLORA00 lAW YOU MUST COMMENCE �+NV LEG=,i � � � � ��� � � � � � ACTlpfd B0.SED UPON ANY UEFEC� IN THIS SURVEY Wlifilni tFiRtE YFAht, � � � ���.. °�� � " �� - j� � / - � AFTER YOU FIRST DISCOVER ;UCH DEFECI IN NO EVENi , MAY ANY yy ' /:- � �� \ -� � -� reNCELwE / n(;110Fa BASED UPON ANY UfFECT IN THIS SURVLY BE COMMENCED MORE „ , � �OS� y--�— � ' � / � � / / � � THAN TEN YEARS FROM THE DATF OF THF CERTIFiCAiION SHOWf•J � � � r .N ' / ,, �0.� � 0 � 1, ;��C j= a.5 � �-6� % a � r 1y i ,. REON , � � - � �� � � ] ti � �'�,.�Fi" _.// � � o. 'L �r�fl � � � � � y7� � � 'p � ` i GP SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES N=° � � `.ii . . �' `' \\ ' ��� / ' �-- � � z? � , 13ENEATH SNOW THAi ARE NOT SHQWN ON THIS URAWIIVG. �/�i / � / i � � - , ���1/'��� - _ _ -- .. �\ :'/ � `. . . . . . � _ -- r���� /, � / ; , -' i , - � � � ' ° � - � � ��; B<SIS OF ELEVATION� SEWER NH 12. } INV EL = 6S89.S � FASI aL�, � � � � � � ; -� " ��x�� / ' �� � — "� �.�` �% lT� ' 61 BASIS Of �ROPERTY L �NE LOCATION, S.E. CRN & S. W. CRN L :; ' � � �� ' �` � � � / � . �'- � ' � , � _ i" � .,. �r i�,� � cJo -�x r.ROI>,..�f' � i.: r .- �tiLY. '� � � y , - " � . , - � � -'�, � _ � � , . . _ . � � � ' ___ _ ' � � � , . . . � � � � �/Fw �� % ' � i .. �y7a . - _ '� ,- �-�. COqR \l � � � ' � os - � � �Oc��; � / '� _ % - � � , . � � ; - s , � , � - � � ' � �� ' P . 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' � �, , ; uscMeHr � g420 �� � _—�� ! � � � � � % . / � , , ; , — � �� �� � �' • \ _—- �. 1�— ' /— 1 � / � % � - , , , _ � _- �� - -- -'" . � - - - -- -- _ _ - _ " � � � " ` � / �/ g0 L/ � — -_ —" � -- - " -- � ,� i j $'S �� _�- _ ` � `_ — � — , � � c � ��� -� _ _ - - _ - _ - - � � �"-y �'' ; / i � ./ � � i / � � -'� � - - --- - , - _ - - / J __- r; _ _ - ' /` 1 �.. . / f/ � / / / �� / / / / / ��� � a41 � _- - . ,v � _ -/ _ _ �'� _ � / _! ' '/, _ - .. � ' � j� / ' / , _ / _ . -- - _ . � d.a � _� � _-_ � . / /' . . . . . _ _ _ _ ������, . � � i � � i` i i / � A • - / _ . _ __ _ _ _ _ _ ... , ._ ..� _ - � : ' � � � _ i ; - - - - - - -- � / \ , _ _ _ _ / j � , : _ - __ � � - - - - - _ _ - __ _ _ - ; - �� , � ; \ / . _ . . . _ _ . . _ . . .. . ._- , . . . - , - ' , - � / C � / , � ND iA. N R.. AF / — _ — -- �_ - �— _ - '- � Z � r' � - _ " ; 4 '' ^` -' / , Y�` ::iN h GAr' / j _ _. — . _ _— , � n . _ ._ . ... . , - ' � � \ _ _ � F n ,N 5 [ q � � - ; , • z�,< � - - - - - -- - - - - -� g6° 59 14 W - 266 . 46 % ' - - — ,��; S _ " . ; � '° ���-. %� - ; � � � � _ _- — 840� n , . - ----- - � � � - - _- ,�� aa o . i/ -- ,.�. �, " � �- � __ - - � ' � I __ _- _ ._� cCb" 1� . i _ - � . i -- � i —_ — _ � � � � �`�,�i�o` 'i'1' ` .' . o I _�� 30' u� il.uv FASEMEN7 S�ER MM , z.� TRACT C �� �' I , INVERi El = BSB93 �\ NElS FIA1 F', = 9796 � I ' 1 I j TOPOGRAPHIC SURVEY � - - � LOT 4 - - - - - - BLOCK 2 _ = VAIL\POTATO PATCH " , 99 "'°" "'"Y 6 & 24, EA��E- �"" TOWN OF VAIL , EAGLE COUNTY, COLQRADO p. 0. BOX � 230 FDWARDS, C0. 81632 M. PosT a ; , 6/se JOB No . 2475 970 94g- 14D6 �:. T -- - � �..� ... - ---- .�- � -� �r.- r- - - - '- - � - - � - - - - - - - - - _ - - , � . . . . _ . , ._ _ -� �' . -� � . . . "�' �`1tiGV N -w -.rr-r-- . - i..�-�.:�- � r. . »—v� r .�_'+. � ar-.--� .v� sr�-� ��c -� v-- � r� ��.� � er?'� 1�� '.�.'eJ�.�: .r.�a_� .. .�. _ '"' . ' '" . ,.� " '� � -� ' i...����..���. �r . ^�'-� 9iww�w�c 91� ��. - ��;a���'•�� .. . z ` �1:'M :�y. .� . . . . . - . . - - - , , . .. . . , . .. . .. . ... ,. _ ... , . , . _ _ . . . . _ _ . . _ . _ _ _ , _ , .,. _ . . . . . , _ _ _,. _ . _ . . , . _ , , - - - . , , _ ` . . , - _ _ , . . ,• - _. C�1 . � . a � I � � � � A � � � � � � � � � � POST OFFICE BOX 3 23 S `� VAILo COo 81 6 � 8 � � Q970D 94 9 41 21 Q . . . . �' MElV� IBIER. O �' A � � R� C � N INST' IT' �J � E OF ARCI-� IT' � C �' S � O � D E V E L O P E D B Y ° 19�Y � � � � �Y � 1L � � � � 1 �! ll � P O S T O F F I C E B O X 3 4 5 1 � V A I L . C O L O R A D O 8 1 6 5 8 g 7 0 . 4 7 6 . 6 9 4 4 a� � . Q � 0 D D D � D � � • ° • ° D � � � D p p �' • a o o • � � � � ° O O ° D • � � � � � � �' A � �. � � � c� � �T �' ]EN �' S .� �. N �TA. 1�. Y 2 � 9 � 9 9 9 � � a �[' O IP � G �. Al P IH[ � � � �.J ]k�. � ]E � � � � � � � �' E � ]E � lEI. O ]Pl� ]E1�T �C lP ]LAII�T � � ]L � �. AI�T � � � A� � IE � E �l ]EILO � I�I[ IE �T �' IPLA� IV � A � l�[ Agl�t �, IE �I ]EI, � �., OOIf�. ]PILAli1 � � � � �J � � � � � � C/ � 1L F � � � � � � � N Coft�ECTIC� �S cP� A � ]L O �l lE ]�. �., IE � � �., lE g. � O R � IL A\ 1�T Ty��L : 1 (�C A � � � �� � E� �.�` �� � �+T ,N ,��� N,�a,,,�s� sa�,�s r�s� � �c�� �a 7' p " i ►.� R�� a�rt+Ei2S 4�� CVl� �QP� � , A4 1� 0 )�. �" �[ D E �4 � �' ]EI, E �IA �' g0 �1 � � � � ��,� � A S � �T '�' IE-I D �T IE S �I' IE lL IE � A '�' g O l�T � APPROVE� �', '�� � � � �� Community Devetc �ment � 1C � � ff � Tf 7�T tf 1C � TC 4 �/'� iD 1C � � iR Building Safery 8 Inspec i�on � Jr 1�Yll A lo! JL. 1G 1G .IL. 'ls 1[t. �C Services TOWN OF YA¢ � � � � � � � � � � � � � � � � � � SecHoo 106.03, Uoltwm BolWlo{ Cade. Vaildity ot Pe+mLL The issuance or granung of a pertoit or �pqovd Of pIW, �eti6c�tlYons end computatiom � cM1ull not be construed m be a petmit fo4 v n �ppovil of, eny vioiation of any of the plovisions of thia wde or da� ofher atdioma of lhe jurisdiccioe. � � � � � � � � � � � � � /1 � p+ � Permiu presuming ro give �WharYy to vioh0e ar c+nal the qorisioos af �hi� r f � �� �� code or othcr ordinanm of th jmit�Cffon thvl oot be vdid. �� The issuance of a pufoil bmed au pIW, tpxifiationa eod Mha data shall � � � � � � � � � � � � � � � � � � � no� prevent the building affieisl from the�eaRu requirinQ tLe cortation of � errors in s�id plans, speci6catlam aod otAv dela, or fmm proventing building operazions being carti oo �heceunder wden io violation of thia code rn of � �'Ce � � I+� ' \ dCS � myotherordin as ftlu 'urisdiGion. �' V G � � � � � � � � � � � � � � � � g � � p �, � N INITIALS: DATE: �3 � 9 — 9 9 MAR 0 5 1995 � �.ti .... .� . �. . . . . . .:: � E—d �� � „ � - � �- - � - - - - — - - -,-. �- T� ��'_'.r� _ -_ "._ —_ ��__ _ . ___ - _, .- - _ " -T-..-" ' __ �rL'. ?TT°'—�.—_ —. .. 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Osnsrat L� ndsc� pa Notms Traas • nd • hrubs • h � ll bc Pl � nted In plt • 1 1 /2 tlmes the s � xe of r-: � Rha Pfant rooib� ll • nd b� cktllled with � combin � � ion of to � � oil , „�„��,, ,,� _ _ weli rottod m� eurs � nd compo � t . All t � ee• • h � ll have • well � �e• wna .,w.s - _ , . _ 11 p4lp� iN.YNlIm MIR - - � � � tA minimum of 4' deep , oompar � ble in • ize fo Lhe drip I ine of thc °""°"" "'""y �a' ^'a° � U ■ i.rfxirr� « uo� � trae . Ail deciduou • tree• • hall be • t � ked with 6 ' • f. eet ' T' �'� T�* •�� � *�+ . _. a - i_ cy Po . e . . � d ,uy.a W � en � i , �. � 4 . G� I van I zed w � � . . � a i i �a • � ia• w';ro�°" °"'" , x POTATO P /1TCtt DR I YE � . , ; � nyloe trct • l. r � p � . Jlfter In � t � ll � Elon • if newly Pl � nted treee � � �,y��'� �- ^� • hall be rooifed with a liquld rooi yroo+lh • tim� l � tor cont � ining j \ � � 19 � �4 � '4q � '.]LY7" n.ecrnwG�eereur ` � �� U � `� � �ra� rur v��� � rornro �nrcn �' viEamtn D-2 • s wcl I • • • • low rele� se ferll I Izer . R�62 . 86 ���� / � , l y�` ;, y ry _ ": ' , L � 86 . '16 �`rt oF / / � � A1I • hrub beds • h � ll be lined ailh weed prevsniion m� t prior to �� R T � r'J1 . 8q � �� ' . ` N� � � betnp topdre� � cd . � II tree welis and • hrub bed• ah � ll be �� � �,Cs8Q , Q4 / r.�,� ! �y I \ N tiopdre � �ed wiih a minimum ot 3" ot bark muleh . �,e�, ,,,� � � � " J ,� � (,`�: -^J 88 ° 3CJ ' 3r.J � E ) � �^=> ,D "� � � E"' �" •"'�s ""� . � � 9EI',1RAl'C 1}E/1T ZOPE ,../ / � , � rzry ?C .. �- , F�- T1@G LT+VC I NO DGTA I L Hmrbaceous pl � nf. in ¢ bad • • h � ll ba top� oll , tilled to a dePth of NRIOHT OP WA7-�' - � � � , t-° 6" and be roek 4ree . A mlxture of eompo � t • nd well rotted manure �' ���_ � '� • � ' � z • hould be Li I led Into the l� I � nl. in9 bed • < 1 cubie y� rd compo � i � � � � � - ,, � �� � � V Orn �i �� � per 3°�0 • . t . , ont euble yard manure per 2b0 • . f . ) . /1fl ' I . .. .. I z herbaceoue pl � ntinfl bzds ehall bn topdresead with 1 /2 ' black h5P ! i y '� � � I' U Color � do humu • pe� t . � o ,; p _ n' � ��—— '� �� � �ItB � . � � < � � �� w nll di � turbed ■ re� s de � ifln � ted on ! he L� nd� c� Pe Plan to reoeive ��� • � � `" �„ � � naiive pr � � • trutmen4. otthe reeommended seed mix , ■ nd shal I be iL` � � �-�na.erm �' � � � L` 'z � u, � � vapat � tad by sowlnp f. hs •ead mlxture • t • r � te of 42 Ib • par • cre . - j 0 � � �'' ,: - - -- - � �1 . � / � , �.• C . •• h�' J A8 , 8L 9P,''� , � r ? o; / 1 UF .o , . , Ons appli ution ot 18-48-0 tertilizer sh � fl be b� o� dc� � t prior to �pa � f ♦ _ ; �' /' / � . �UE 1 ' N�W . � �� i . � seedlnp at the r � tt oP '1 16 � . / 1000 • . t . 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' _ _ - __ — . 0 . 6 .. - J Common Junip ¢ r Junip ¢ rue communie 5 g � ( . 33 5B Sask � toon Serviceb ¢ rry /�m¢ lanchicr • IniFolia °a gal . �4 MM Mountain mahogany Cercocarpue mohtanue 5 yal . 4 M5 Mounts ( n enowberry 9ymphoriearpos or ¢ ophilue °,� gal . 5 xxR rm i¢ . a irmnr n. - ese� . a� GC Go I d ¢ n currani Ri bea aur ¢ um Dd6 b 1 rene Rin e� - aax. i CK Chokecherry Prunue virgini � n • BaB �4 r�SP Aepen Populue tr ¢muloid ¢ e 646 32 BLUE Colorado blue spruc ¢ Pic ¢ a pungene 10- 12ft . 8 ' DF Douglae 4ir Peeudoteuga menzi ¢ sii 8 - 104t . 6 �:y::� Perennial Planting bede with 2 " ehredded eedar mulch . 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C �V � � i : . . . . - • IdvL:OH DATI IN.^,IAL � � y �� . ,. � ' X Y ' ., c < � :,j ) C �,� �,+ �: , :� v , / - — — - -- - -- - � � FED . 23 . 99 RJH _ . -- - - --- -- - - - - --- - - — - - - --- - - - - - - - - , - i i � - � _ _ - - i l / � - - � I � ,- - _ i---r - I -- I - ; - - -� - - II _ - - � __ _ i _ I� � � - - I ' � �� Ij T � � �_ ' ' �� �_' —:—� ` � '_� � I - t—� _ � �'1 '-1 � ' � II I � ' I � � I Ii �� i ,�- � � --� — , � � i i ; '� � � — � ' ��- ' � L � �, �� � _II _ Jn ��� � � ,� _ , -- i ��_J '�_ �J i � � ;� i _i ; � � ' _ ! � i ;i i � �. - � �, �� � � � � � , i , !' � �i � �'� i I;� � ' �' - - - - � i _� _ , _ _ _ � �,� _ � - � L � - - - - ' — — — — — — — — — — — �- — — — — — — — — — — — — — — ' — — — — — — — — \- - - -- , - -� - ---- - - - -- -- - 1�_ �-. - -- - - - - - - � i�. , � \ � � � - - -- � - � - = - �- � � � \ � � i � � I � � � U �' H[ E �. E � � TYON SCALE 1 / 4 " - 1 ° - O °' �— . , - . . .. _ . _ . _ , � _ _ _ . � - � .. . : . :. . : . . • . . .� . .i . n_ � . . ' x . � . . r . : - i � . � Z . . f _ . . _. . . . _ . . � .4 ' . . . . Z . . �-r . _ r _ . . . i . • . . . � . . ... � _ o . . . � . . � � - - ' i . ♦ ii. . . . _. . . . _ . . . . • . . - . . . . . . . .a. . . . .. . �.i. . . . . . _ _ . . . .. _ . . . . . . - . . _ . -. . . . . . . '. , . � �. i . . � , . �� _. r � � • . . . � . . .. . .� I. < v. . . . 1 � . . � . � � i . . . . 1 - , . Ql � . . . . . . . . , . � \ � � � \ ��pWUmm�nuu \��\P�po�REr� L \\ .. � p;O �`'�t�� � rsf � � O � � . . .. _ • S �o � � � f�� - - `� ?3399 � � �,`� ; W� ':.�:�9 � :���� �`°• . � '%ii�/U rylO N A 11 FNG��� j � MAR I 0 1999 � / \ � � ,rs . FOUNDATION PLAN S � A � � : , ;� 4 �� _ , , _ � „ N � RT�1 T,O. W. = 6427� - 4 _ � , � r � � � ` � ? \ \` '`;; :- � T. O. F. 8424' - 8 I � ',C ��aN r� o rE � / / � � ss � , , � M � 1 . ELEVATIONS 6F CONCRCTE FOUNDA.TION ELEMENTS INDICA7EU ON PLAN THUS: i/ / � / \ � \ � \ � � U � � I T. U. W. = TOP OF CONCRCTE WALL T, (} F. = TOP OF CONCRETE FOOTING � � � � � / � � ? � d � o / / \ l o � � 2. TbP OF FOOTING ELEVA710NS ARF BASED ON FIN�ING AOEQUATE SOIL BEARI�dG � / � \ � T.O. W. = 8432' - s � a CQNpIT10NS AT THA7 DFPTH , CONTACT ENGINEER I� pVEREXCAVATION IS REQUIREC . � `L�` ' � T a' � a 3. STEPS IN TOP OF CQNCREi'E 'NALL 1PJpICATEp: � 5� � � / �' \ \ • /�� . O. F, _ $424'-8 ~ ` �v / � \ \ � m h. CONTINUOUS CONCRE �E FOOTINGS ARE CENTERED [iENEAM CONCRETE FOUNDAiI � ;! ; % \ � � �' ' � � �`�' \ � C � �' �s"' Z � n N WAL�S UNLESS NOTE� OTHERWISE. y � 4" CONCRE- iL SLAB ON 4 " �CLE�N GRAVEL � � \ 0 � �n `D /� / � BASC• QN UPIOIS1URBED GR �DE OR r, 0 F / � �434 � - � U � � 5 . CONCRETE FOUNDATION WALLS ARE B" THICK AND CONTINUOUS FOOTINGS ARE: � " COMPACTEC STRUCTURA� FILL PER SO� LS x THICK x 16" WIOE UNLE55 �dOTED OTI�ERWISE . 7 . O. w. -= 842 ? ' - 4 � \\ ENGINEf_R. REINFORCE SLAB WITH 6z6 - / � � � � ��� � m o T. O. F. _ �424'-8 � � � �N1 . 4•xW1 , 4 VJFLDED WiRE FABRIC � � T. 4. W. = 8433' - 3 7/8 � +� 6. DO NOT SCA(.E DRAWINGS. \� � � T N ROUG HOU T. PROVIDE 7 " ibEFP SAWN OR � \ � �� T. QF. = 8422' - 6 � � a > � � f� TOOLED CQNTRUL JOINTS A�f 15' --0" \ ` w � � MAXIMUM SPACING f_ACH WAY. T, O. W. = 8432' - 6 _ � � � � 7 .� � - � ,. 8O 8,---S��B—�1 T. O.F. = 6422"- 6 f - � \ V Y �, . � \\ / l � S 10 / / / � � \ � � � � � � � / / �D,o 56 � / \ %� F � � � � � , � � 176 / /� -- --- - 76 ' - 1 1 1 /4" \ � \ \ '�F 8428' - 6 S6 � ., � � 'V� — - �--- - ._ '�' � -Y T. O. SLA6 � � � //�` I \ � � . O. W. = 8432 ' - t� �T� � t �J k -- -- ' !; ' . . ' . '� ' - 5 } /2" 10' -5 1 / 16" 5 ' - 11 13/ 16 " 76' - 1 13/ 16 " 17 ' 4 16 " � - �' � 84 8 STER O. F . = 8422 ' -- E, I _� � F�'�1 1 0 W $A28' 6 T / - - - --- - - - _ -- _ _ -- - i ------- -- -- ---- - - ----- ^-'� T. . . = 24 ' - T . O . F . I � 3 �y - � � � I -�_ —� 2 -� � 0. �. = 8432' - 6 L � 1'.O. W. = 8427� - 9 3/4 I / � 4 S6 l/ 51'EP / ^ \ � j� i � . 0. 1 . = 8416 � - 8 � � � T.O . F . / � � � S i T. Q.�'. = 8416' - 8 `' ' F�-1 C�' � S6 — — — — — — --� / � `- -' � \ '�S6 � ,,. T. O. F . � / � f / � � TvF . � � 1�1 � • _ � / \� � \ � 3 � - - - - - - - - - - — I - - - - - - -� — L _ — — - - - - - - - ` �C. � � � �, .� S� — � �-- - =� -- — - � — — — — — _! — — — `I— —� � � — - . — — — — — — --� / `�,, .y , � � � / /,��/ / / �"'� � � Q Cfl � ; �- - � - - - � - - - - - - - - - - -�' �° , �/ �; � / ,� � � �..� � S6 _� U - - - - � — � —� � [ - - - - - - - - - - � - - - - _� � � � r — �, ' � � �- ` , r �� i r i � � a� �J T. O. W. = 8426' - 9 7 8 � i x I SlEP � T. O. F. = 8416 ' -8 � L - - - - - - - - - - - - - - - - - - -1 � �? I I \ T. O. W. - 8427' - 9 3/4 \ / // rT� � �/ c T.O.f. � 6 '3n -- � - - - -- -- L�—�--- -- --� r . I � I � y T.O. F. = 8416'- 8 A j ��1 � � � i �' � � � ;.� - — � 6' - 5 3/4 " r � , 3 „ . u „ � , ,-, c � - *-- - --- --_- - ^'' ' ° 9 _ s' - S" -o" I � � I � " � 'r ' O � -��- , , N �� � � r '1 L — — — — - -- - - -- - - - - - - - - � -" - - \ QI � i � � _ � .. E �� � a c� G I : - -- - ---- - � � - - - - - � �A ---� L -Je i ' - 8 i , � 8' - � 3ia ° 6' - � 3/a" 5 ' -5 iiZ ., is ' � ' ' �- - -- - - I I ,#�' � Q ap � A � 6 r � r _ —� r � � � � � � a , -- , -- I \� 7. O. 4FV = 8nt3' - 0 7/ � �' -1 �° I I I I I -- - -- I I— � . _ � � _ I - — I � � � � .¢ Q : ,j� � � r� � � � I �` � � J � J -► � � � M � al L.. — J 8417' - D � N,.� � � "�' � � I � � —�- --�-- - ■ s --� - - - —� �----- � - -- -� - a � B �T. o. s�aa L — — -�o A A L — J I I ,,, , , / ^ � c r.o.w. = sa � �' - oi , � � / / I I ` I T.O. F . = 841�3'- 0 � ; \ ( � — — — — — — — — — — — — — — — — - - --� L --- � 6 - � T.O.f . = 8413' - U � I ; - � � F+� � / ; � � I I / -- M � - 4" 56 � I � ( I � ~+ � 4" CONCRETE SLAB ON 4" CLEAN GRAVEI_ ° — � I m �.^ � r� �� � I L _ _ _ _ T � _ _ _ � - BASE ON UMDISTURBED GRAOE OR .a i � ' ^ `� CUMPACTtD STRUCTURAI. FILL PER SOILS � V �i \ � — — � � " FNGIN .F.ER. REWFORCF SLAC� WITH 6x6 - � 7�� --------- ' ° — �' °@_ — — - - - i � � � � — — — — — — — — — — — � , --- - - - -- 27 - t0 1 /2 - --- � THROUGI-tOWELO -�CDVDIEEIF D ErP SAWN OR � - � \ `� TpOLED CONTROL JOWTS AT 15' �- p" "� � � � �, � O � \ \ � 840� 16S AB I � 8 MAxIMUM SPACING EACH WAY. \ 3 � ` � � �� � �... � I I gg \ \ y " � � � � 7. O. W. = 8416 ' - 0 I I T.O. W. = 8477 - 0 T. O. W. = 8417' - D \ `� I I �` � �'� T .O. F. = 8413' - 0 i� T . O.F. = 8413' -0 � � - � � T O. F. = 8413' - G � � ' \ �/ � L - - - - - - - - - - - - —= - - - - - - � — —� r. o. w. = 8a� �' - o / \ � � � � — — — — — — — — — 4 . I �— 1 __ - =�i? .- - �- - - - 1-- -- -- - -- -----� — — — — — — — — — — — — — — ,— — — — — — — � � � — — — — — — — — — — � — — — — — — — — — � 1 O, F . _ $at3'- 0 � ----- - � \ , f I� � � � _ � / / � , � , � : � .!—_� \ — � / / � , --- - -- - - — � — _ � I � � � � i � �— - -- --- — - - - - - - - � / � �.- - o ; ��, I � A A / / I �� \ \ ,;� I T• O.fV = 84116' - 0 � � � � / / . � designed by LRH Y � I \. � - - - -- - - — ' .,TEP 841�6 ' - 6__ I � � � / � � - - - - - - - - -� - - - - - - - - - - - - - - - - - T.O . F . _ ._ _� Y r.o. s� ae ,y ' drawn by i111 �� �. , I � ,/ / �. �" i � � � � checked by `f' i � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _�' \ \ � � \ / / � ' ' issued �' �, \ � ' � I � � � T. o. w = sais' -o � � T. O. F . - 8409' - r PERMIT 03 /05 /99 o; , \ \ / �'� :; b \ / . C` \ / / fO \ � \ L T. o. w. = sais' - s � \ � � � � � / � SPREAD FOOTING SCHEDULE s• � I TYPE: SIZE REit�FORCING T ��c - g��9 _ � \� � � � \ � � � � T. O. W. = 8415'- 6 T, I \ \ / � / � . , ,y 7. O. F . = 8409 ' -0 i � � �� '� n A 2' - 0 x 2'- 0 x i ' - 0 ( 3) -//5's x 1 ' - 6 EA. WAY � � ' o — \ � \ � � � i�� / � ' � ` r � 0 9 2' - 6 x 2' - 6 x 1 ' - d 3 - �5's x 2'- 0 EA. WAY � � �/ � � / x ' a; .���ao6� rn C 2� -6 x 4' - 0 x 1 ' - 0 /j5�s � 12" EA. WAY ^ � � �/ �/ I I " `�� ��� w� y�0�_ � — -- --- —_ . _ _ I � \ / \ ;% i �i�2��o : � D 4' - 0 x 4 ' - 0 x 1 ' - 0 ( 5) - #Ss x 3' - 6 EA. WAY � � �\ }�\ / ;,' � o E 8' - 0 x 6' - 0 x t ' -0 q5s � 12" EF�. WAY / .. � , � Sh a � • � a Q �R • ��U i S� � 14.' _ 4 l 16 " / Y - -- — -- sa ' - i � i / � s� ��o., Date Receive � � � � 21999 � � � ` °' 16' -3" 27' - 6 1 /2 " , , v 18 ' -D " 16 ' - 2 7/S" : ^.. . ., ii -�, - . .. . _ T: - - --- - )p - -- — - -- - - 3 - 4 _ , ; � ° 95' - 6 1 / 16 " � .r - --- -- -- - - ----- — --- -- - — - � � � - oc� /� , � - -- - . �, � :. , . . . . _ - : : - - - - ; _ - - ,- - _ � . ,� __ , . ,.. � , � ._. , _ . . - - . . . w, - - - - - - - - , . . . . � - �-�. - - . ,�, _� . , . . ._ . . . .. : :. . - _ - _ - � : _ , . . , ., . .. _ . . . _ . . f :�... _ . . . � . . . _ . . _ . . _ .,_ . .. . . _ . . . . - . . . . _ _ . , � . . . . . . . . . . � - � . . - .. " - . . . ._ _. . . . _ _ �T . . .. . . � _ . _ . . •- � ' - ' � ' . , . . - - - . - � -- .- ` � . - . . . . . . � - . . . . � . � - . . � . . . . - . ' . • . .. - � �r � cENERAL NOTES:6emdt Residence 756 Potato Patch Vad CO JOB Y990 -04 I CONNECTION SCHEDULE � DESIGN GRRERIA: • r �aming Notes: . . ! ni ;iM � � ,r �N i r , - - - - -I 1 Lxterior wulls ' e . It is the re5perosiGihty ! ' ' tir. r -:r� r � �y . te�� to ronlac ; the �' truct :� r �� l � - _- - - . - - .-- . - p�t � i� �, IZoo� L�ve LoaO SnUw - - - . - . - - - � - - . . . - - - - � - - � HO Dsf enqineer at the approp� io • e lir� ,cs to perforr» site ohsQ{ vo.�or visits . ' ' , � - - - - . . . - _ . _ � �.���\`\d . - . \ � � � A. All exteri�r walis a�e 2� 6 studs (� 16" o.c . to a maximuin �� S+MF SON �SSU2 . ii � d ,• Roo! Deac1 Load - - - - - - - - - - - - - - - - - - - - - - 15 psf height ot t 7' - 6". 2X6 studs O 12 " o. c . !u a mnximum Observvfions v�s�ts to tne juGs�te by the engineer are for determinati�n _ ___ _ _ �`:,,��•• K c,' , ;y � � floor Llve lc>qd - - - - - - - - - - - - - - - - - - - - - n� psf he�ght of 1Q ' - 6", and (2) -2X6 studs � 16 � la a maz�m�m of genr,rai coniormance w�ln the ronstruction dor. uments and sholi nol ;o;'� • -,� ' be construed os �nsnection . (} SIMPS(�N HU412 (FILL AL.1. NAII. FIqLF °,) So� F�oor Dead LoaA - -- - - - - - - - - - - - - - -- - - - - - - - - - 15 psf he�qht of 1i ' - 4 " unless otherw�se noted i,ap �N�th u � fhough every eflqri is matle to prov�de q complete and L1EAr sei of c � � � y2 � 2� = � Ueck Live load -- - - - - - - - - - - - - -- - - - - - - � pp pcf do�bie tnp plate installed to provide ovenappinq at construction documents, d �screpancies or omissinns may occur '� S1AAF .,Uh� (. ,SUI ? � _ _ __ _ _ _ _ _ _ _ f.� '���` Deck �ead Lood - - - - - - - - - - - - - - - - - - - - - - - - - - - � q p, corners and a1 intcrseci�ons with other parlitic,ns. II Release of these drowin s ontic � a r % `� � ti� � Bas�c W�nd 7oced - - - - - - - �yi; �pn• (C.xp. Fi) everla is not g• P tes coopera!ian and cont;nued E SIMP -,�N l5SU � 1n � � � r � p possib�e , s! rap top piates with me�cl s� � ap � � .p ., �3 .•' '' �� Seismic lone - - - - - - - - - - - - - -- - - - - - - - - - - - - - - i comm���catlon between the contrnctor, architect and tnqineer io ----- - --- - - • •• '� , �. ' ties (Simpson ST292 or equ �valent) . p ' , poss ?� is .Ir�cture, These dr�Win s have been F �� SIA�PSON HHUS� Ii F;:, ', j ����ER " II"11\`\O��j�� rawde Yhe nesl r UE3C E�.dition - - - - - - - � - - - - - -- - � - - - - - - - � - - - - - - - - - 199 ' D . Floor or roof frarrung members rtiust be oli9ned !o bear rNparCA for the Use ' r. ' 9 ' + v ' p UuaGhed controc �or expenence.d in the --- -•- - - -- - - � within 5 incheS o! the 9tud5 beneath . consbuct : on tachn'q�;�• �. � , n �,y syslRms dep �< � le�t 1;� ! ".RdPSOP7 ITTf I . R8 � � � FOUNDATION DESlGN: , I'rov�de %' j 16� � h�ck APA rated sheaN�ing (pfywood or USIs) rated , 4/ 16, exposure 1 , at e+cter�or fa�e of extenr � ,F� � , � 1 a . Ges �qn of �ridiv�dual und COnlini.u� us !r�otinys �s oased nr, �r+ Wclls Bloek all hor�7antal joints ' ' `�' �' � assumed maximum allowable beAring pressure of 3000 psf (dead D. Provide ( 3) - 2X10 hea�iers Uver nl� door ❑nd window Nf+ILiFJ ;; SCF� 'tDULE , ; � ' i � �: x �lxt jA x i) ' - N ' '�Y : ' (3 } - � 'oaA pl�s f �ll Iive lopd) . openings unless otherwise �ndicatcd . � b. FoundaGon and reta�n+n9 wails have be desiqned us;ng on F . At beam henrir.q locat�ons in sti�o wa�ls, provide multipie - ` 3/4" 0 THRU - �OL1 '; !ilt Vt�LDEL` ussumed iate� al pres^,ure cf 45 pci . stud posts eyual fo w�dtn uf bearinq mernber unless %x f�oor joist ta girdP.r, sill or wall plate ( toenail ) 3- 8d , � � c . FooUnys shdll be placed on tho nefural undisturbad soii , or noted othcrwise. J 51MPSON PC66 ° v ' � � .-nmpacted struciural fill, below frosl depth . ' � h . - . �� 'ood bearing waus � - jo�st to girde� , si�l pr wa�l pipte (down thru bottan chord) Z - 10d �} - ---- - �`I� �,� �� '"' � rnn (k� 51►AV5UN PC46 j n � 'r d. Provitle cont�r� uous foundaiion Aroins arqund thc � . � � - � � !erior lood bearinq wolts are 2k4 or 2X6 studs ( os Sole plote to pist or b�ocking ( loce nnil � 76d O 16" � � � 1 U Uasemeni w�lls ond al the bosv of retaining w .; ca � ed on plan} � 16" o.c with 1 !2 " gypsum L7 itMPSQN ABE66 ? � a ,°iy geotechnicol engineer Fryr delails + >urd both sides unless noted otherwise . Cap with o fop plate to stucl (end nall ) 2 . � gd � e. Provide crawl spacc ventilot�on per UF3C requ��e � , i, ic to - - - - � -- ' °i �' � �p0�1.) � p plate instotled to provide overloppinn, at ,�+� ,- � � a f A represenlpt �ve oi the geotechnical �ngineer � �- -. . � � � � �/ ���� �£„^ ;mers ond at inter8ections w�th otha� partitions . If ; tud t.o soie plate 4 - 8d ( tuenail ) :�r � � � � - � � � �I N � o t ccmdit �ons and tyDNS during exco�ation . Because .: / ' °v � 'ca is no! QQ�p possible, strop rop piates with metal stroc �ntprmotipn was not avOi�able at the time of re�.:rption o� ' ` "- � � F�nN �7 2 - 16d ( endn� � �;� Z � rnv F� t � '� �� mpson 51� 292 oi equivaient) Q •� con,tructiori documents. we hove useA assumed valuey bnse� : . . SNSPECU �'� >r ro�( Froming members musi be aGgned to beor poub�e s; ud�: ( foc{• naii ) tr,rf � , 4 " J m similn� sites in the orea . Construction o1 lhe toun<iatiom m � , S inches of the studs beneath � � proceed withoul verifying these vol �;es. Reoort .^.ny dscrepar _.; ( 2 ) - 2x10 henders OVB� a�� openings in wol� unless boubletl tor, p � • - > � . �rt ' • . from originai findings (desiyn assurnptionsj !o structurol enyinee� nu :e�� utherw�se. N a' ry � � ar re -evaluation ot toundation desiqn . D, At beam beor�nq localions in stud walls, provide rnulVtpie - T�P P�ates, lops c: , � � �r �:e; � ; ; „ � � m ,i `� slud posts eyua� !o widlh of bear, ng member unless U a a0 REINFORCED CONCRETE� noted otherwise Continuous heade� , � w ;: ;,� � �.r-, ,_� � o o p ( f �c�o! ;. Url9truct�un : -�r. . ; ,' � . �� .-.7; , . � � Q7 CJ o. Concrete design �s twsed on the "13ullding Cod•r yeyuiremenfs f�-.� A Provide 3 /4 " thitk AFA rUted Sturaifl��pr r�teA 20� -� Re�nfvrced (:oncreta" (ACI 319 - 95) . o. c:. , tonyue and yroove exposure 1 . Glue ❑nd naii Continuous heacier to k+ng st ; , ; � ;. , , i a ,y�i � � o a a > b. Structur� l GoriCrete 8hall have o m.inimum 28-- day cornpress�ve pnncly (o o� l supparts. Install yheatt�;ng with Iong � . � strenqt� of 3000 osi . N type u or TypN V ccment �s reGu�red bv tn �, �imens�nn Ceiiing ; iloor jo�sts, laps over p .�� t . , ; � ; t �;, \�' ., pe� pCndicutar iq jo�sts and Fnd �o�Me � � � yeotec�rvr.al engineer 'or corro�:lve so;is cond�t �ons , �,se npCU st�gge�ed Ceiling / floor ieisls tc� parahei rc • irr _ r r � - r � n � � . �, �� , � p5i cnncrete . E+. f'r:rvide soli�� Glocking between fbor ����- t ,, � n i i � . Concrete Sh1(lll hP (ilOPOf� i0/1fd USifl , Ype I [Et7i " � ✓ ; : r ; , ; i �' IuCUl �on�. Biockin fTlO�ffiOl 9ha11 rr ; ' i u . , � � � • � 9 � �� ' . � ' ' .� ,. S , : w� � � oi •. er i , �� ,� ;: �.,. • 'i �.: � v . r. p� � c 1� L'OffOSIVN Sr i ' -. ..l: rl/� �t -DnS RX� StI . . '� .. . �. 1 .: q°, . . � i ., . , . .. . . •. . Ii'i ': : 1'f,;7 . . . . . SQI�S $FiO � I 'I .. . � '.7 . . . . � . . . . . � • � � . .. �- � � . d . Caltl weat � � � � ,r � �� � �. r �- c � � � �:, . -�. � � . . . :�:� � , .•; r � � t • • � - , � , , . .i ' .: -� , . � , . .: . �. , n . t f ]YU [ i .- " . .. L nc .. �� f',: - , : H ' �VC.] . f�U fn �. , - �.7 ! f.,� � � - . . ,�. n � ., • . . � � � ' .-. ' ' . , . , , . - � . � . . , . _: � �" , � '� in Lhe ACI Ma�ual �f Gor��� Pi_q�� . exposufe 1 . Install siu n � nq w� lh lUng dimans� ��� � e . Anchor bolls for be.om and column beurnq plaie=_ shall be plpced w� ih perpP.ndiCUior lo rolters �_, � trusses and end j�� � n �. �, ; � � t . . .. . � � ,, --� ��: ,.. . , ;i, � � satt� ng tempi�ies . sto ered . � � � � E � pansion bolts shotl pe locoted at o m �n �mum ut 6 boR d�amete.rs g. Plywood sheothiny sholl oc appiled cortinuously cn � : � , _ . � ; c:.�n , , � : c � � r , ��- r, < � .; , ;,i �, , , r •� t � tid �D � 1 frorn concrete edge und spoced al i (] boll dinmelers unless noled pr �rnary roof inembers (raflers or trusses) Delow aloriq each edge rT, ntherwise . overtrnmed are�s to pruvid� odequate loteroi stohil � � v. �,y� g. Anchor bolts for wvocf s, �� pioles snall be p�ac.ed at 4 ' - D" maximum C. 1'rovide wind! seismic anchors at supports for o+ l ruot 4'� ywaod or OSE3 rqof, 'wnllj' floor sheotning t�d � 6" aiany �•,; � • _ ` � Gp��cmy wi(h one onchor bult at 12 " from each end or corrrer � nd joists and trus9es. See na�linq scheduie . Hd (lD 1 ?'� �nterrne:; ��� u ! �• ,,, f , pc„- �� �, � o minimiam of lwo anchar bolts per p:ece. D. Provide solid btockinq be: ween roof ra } ters, trusses �nd h . All exposed edges and corners sholl be cnamterad " ' .. S/4 , lookouts at all beo�ing lacationa E31ock� nq mOterial ghafl i r i � . - i . Concrete ccveraye fo� rei� forcing steel (ACI .S1 $ - 9!j ) : maich rafter , truss chord, or lo� kout rnqleriaL II �J 4 � lhe nails in tfiis schedule ore eprn^ � wire or r : . • ;: ,, i ., ,:;. , , , ., , 4 ,, � ,.;. - � , , ,, � y.. , ; , , ., ;�; , r r � � 1 . Cor�crete cast against and permonenUy expus�d to earth 3 " � Wind Brocino: I � ? . Conc•ete exposed lo earth or weather . A. WNIS ovr. r 4 f�e? �onq w�nCh are. sheath,ed w�lh gypsum ��e used, contact eng;neer f�r req:.. . red spocinq . :, : c ., ' , � � � � A / � wallboard on both toccs nnd are indicated os shear waqs , � w I 5 bur on4 smdller 1 1 ?' , ? li slapleg are used, contacE enqineer (or requir � , � . ny � ; � � , ^ 8 �{6 fhrou gh � 18 bar 2 �� on pian hqve Ce,en c�es;g�ied Fo resist wind �orees �n 3. This s�heduie in� icu ' ,. � �r� � �� :,.�• � „er , � s � I ; , �, ,,• „ - . , . . ' " ` ,' U J � � , .. .. :� . _ � 3. Concretr not exposeU lo weatner or �n contoct with 9round: accordnnce wilh Table 2S -I ol [he lIBC tne spec+tied no� f,r -i , � .; , , •• ; - , ; , ' � , ' �.^ A. ;i�bs, walls, oists i t Dar and sn�ailer 3/ 4 ' - �, ° � � � Q ���� 1 � a . ) 8. At shecr wa�ls, sr_ rew 1 , � gypsum w�ll�pord to a11 studs i i ii � B. Heams, coiumns 1 1 / 2" ond to top and bottom piates wiih (J8 Y 1 1 /8" drywall � , f..�� e�1 SC� f!WS Ot �.. m4%� f'.'iuT .''. f / � O � W REINFORGING STEFi: �a�= �^9 l xtcrior plywooa or p�g wall sheathinq is reUUired unn• , : i - ,° tr v 1 � � . I)e.cilinq , f �: bricaUon and piucement of reirrfor , �n�- ; te .. . '. shn. : ac ! n Occ �:� �ca�ly clrlrteA Dy rn,y�nr.rr ' . � : �, � , , . . .. . , y,� � , �;� � ; O; . . � r l occnrdonce w� th ihe ACI Manual Qf_��rete rroctice 1 , , � O b . Cxcept where otherwise nofed on the drawings, remfor� � rn� hars shan STRUCTURAL STEEL - � I � , v con(orm to AS �M 5per�fication A615 - '8 and 5hoi1 be grade 60 except � � i N � � � ties . (ield bent Gors where permittew by note on plpn , o� bars to be � Structural Steel sh�ll he de.to�ied, hit�rlcnteA ond erected ir, occo � �:!oni: e , I , w O welded, which shali be gruAe 40, w�th thE m�ost current editions ol �I5C 5pec� fications and Code n� 1-, � i i � � c. At yplices in concrete, Iap bors 36 d�ameters. At spiices in rnusanry, Stundo�0 Practice. � i I IaG bars 42 diameters. Do noi we�d or use mecho�ico� sD��cing b • S�trur. fur�� steel r,�lled shopes, �ncluding piates ana anyles, shall hF ����� � � a ry � � �.i.� devices unless specificatiy approved by er+q�nePr. A,, IM A36. Tube shc7pes shai� be A57M A500 qra�e q . P�pes shni � `. t O d. At corners , moke horizon?al bars continuous or pravicie corner bo�s. be ASTM n5,3 grade i7 Lr A" TM +' 7 ' C � � rr 1 ..= � � O Around openinqs ond steps �n concrete, provide ( 2) - f� 5 bars ertending �= Tube shnpes are ocivai s• ze , , .. �� F or i ;; ;,, ,es ��;f : r. ,e� I � �' � � � 2� -0 " beyond edge of opening or step. on pir�n are nom �riai (appr ;>x .r� ute in _ d � 7i�� m� � cr ) an ierf� � t� � niti ,^ ` � � - �� ' � � r , � e . Extend re�ntorc�ng steei a m:rirnum of 24' ;hrough co�d jo�nts . Unless P�Pe schedu�e dimensions. � �� j.r- ["� O sVecificaPy loaated on pi�n or detoils, cvardinate co3d join! !ocalions d . Ali belts used in stec� �rnm�nq shal confnrm t � ^ ' � � . , :' .� with engineer . A32S. Anchor bo�ts and bolis used in timber rn• • � � ' � �j � r l � F--1 � E...� `.� f . Welded w �re fObric shaii Gonform te 45T �A SU"��{�cat;on A � i $5. 1 ap ASTM A307. Bolt s�zes shall be 3 ! 4 " d�c�meir ��: : , - '� . � welded w�re fabric o minimum of one full mesh plus two inches Lops otherw �se. �' . N O Snali be wfrcd to�:�ethe� . e . Ba�ts used m siructural steel framing gholl be lr�� �rcnk ��ft , Iprqun / . , '�� m j . 1�1 � indicating type , or lorque mspect �on sh�ll be provided as required by � ^ � STRUCTURAL WO00 FRAMING: the b�ild�ng inspec?o' ,� �� � ' � , rT� 4.1..� {. iyp�col fromed 6enm connec:tions shatl Cons�st of pairs oi t /4 ° �nqle�. � =' N` _ � `� , P"1 � �..,� o . ( xcrpl w! ,e�e * ,eted ntr�erw�se , nU 2 " nom� rai lumber , except st �,ds, using the rTlqxifltU�71 numDcr nf bolts called for in fab�e II - A of the - � - � � - � - - ! , � � shall be Dou�las F �. - Lorch /� 2 ond better. and all solid NmDer beams AISC Monuot (ASD Ninfh EdiGon) . � r,, l . - r��'1 � and pos!s 3 nominol ond w:der shau t�e Dpuglas �ir - Lerch �/ 2 �� Expqns�on bol �g shnll be wedge type °Hiit�", "Rewl ", ar pe�+ r; eod ° ? �•' ° � � � � �ti� !� b . Studs shall he Stud grade and Detter pouglUS Fir - Larch or liem F{r . aDproved �quivalent wiEh the fq1!owinq m�nimum ember • i • � � � � . �. I � � � _ . � , ' � � i � � � � � � . F3uiH - up posis shall consisi of Uougl�s Fir - Larch or f �err� Fir �{2 0� 1 /2 ' diometer - -- 2 t / 2 " � ' � � � • k O � GeHer 2 �� 4 0� 2rF, studs per pipn antl shall be npiled together with ? � 5 /8� diometer - � .5 � - - �- i ., � � „ ` 1 ;':! � �, _ � � .. r - � � � --� � �i� i'� C �; !� ( � ':? 'r � i ' ��, �, � � rows of � 6d nai �, � 6�� on center along eoch s! ud. 3 /4 " diameter - - - 4 ° � C f�l.i ! - Up b�aniS COr15i51�n9 Of TUIIi�I@ 2X membe�s ShO�� DB f14�led h � �QhCSiv4' Al7CF70�5 C(7lIEd �Or on lhc :1rOwioyS Sna� l bE (] IUSS C,Cpsi. c � �a[ �. � . ', � . 'i , i together wifh lwo rows of 16d nails spaced at 12 � on center, or types such as �►Aoliy ParabonA ° or "H �IIi HVA" anchor systems �. � i ir '= s r . I ' - T { yv "�� � - f %' � w � th two �ows 1 �'2 " d�omeler thru - bolts spaced 24 " o� center Minlmum embedrnPnts, if not specificallY indicated on the drow � � � :;s, � ; �-. �� \ - �� - - - - - - - - - � � (^�%� /' � � e Tap and bottom plates sha� l be Oouglas Fir - Larcii or -+em Fir {j2 and sholl be occording tv ? he manufecturer s specif �cations . � � � I L�i� � better. Nlalas p�aced clirectly or concrr te wall, or slubs shali ue � ��' welding shall be done oy an AWS qualifed we+der _ _ � _ � _ _ _ � � pressure - trented Hem fir �/ 2 . � U�ioy pnint+ng within 3" ot field welds until welds are completf: d y �Lc ' ' . , '`, � - ^ i ! ' di � + ipki .' I�E ihr.- I I � ( Wiihin floor jo�sts spoces beneath solid or buiit - up co�umns npted on K . Wh�re corrosive so� l tonditions exist, sleel nngles th�t oru used to T . O f . ' I � ; `� r , , , • �; , ': � T�n V, •aN z plons, biocking af areo equivalent tn column above shqu � provided . s�pporl ezterior stone veneer sheil be qalvonlr. ed nnd sholl oe o1fa� Jr.� �.f , � � Qoor or w� -�d<�w trimmers cunsist +nq ,,t a s�nq 'e st .<i do noi . �qu�rc tn the fu� ndofi�n w�lh yalvanlzed nr sto�nless steel ie* �cry'�n � r� � , � , . 1 _' " � I � 6 �I �iE_COP1� � spe� iai block���g �n the jo+st spoce. / � r � r � � g . Except as noted otherw�se, minirnum nnilmi� shail be pruvided ❑s BACKFILLING: � v i I " � '- specitied m the "Nall�ng Schedule" on the drawings (UL1C Iabte 23- i - pl � `. � � I � J � ��, �� . Polts uaeil for woor fr�m �nq connections shu�l be Insio� led w�th o � Do r.ot backViii aga:ns' relaininy w;; � fs urt: � suppc>�tiny element_s ore , r „ � � ,n . �� , � ��:� � � � � � � � � ; ' � � ;'� � � � a o standold washers and nuts. piace ond securely onchored, or udequute shorinq is +nstniied . - i = - - - - - - - - � II � � � � � � �� ' " i . Unless notetl otherW ,�e, steel ronnecicxs such as those moriufactured Concurrenl backfillinq pf each side of p retaining watl to finol yrudes I �„ ! F� � q!_ tf [ �U� �-: �?M . - ` � �(j ; 1 .�,� � II ' ' � , : � _ _ aT' by the Simpson Compony shall be used io join ra(ters, joists or beams as indicated on plan or section �S required unless IempqrUry shor �ng is . k � . ;; , � � � + � 7C�, iqrled by ___ Y to o� her beams ot flusr - fromed conditions. Use ali sD�cif�ed riails . instolle.d . % -- - �- I ` ; , a- Connector condiGons not otherwise noled shotl utilize � e U or � �e G Verlfy type of fiq with soiiy eng; neer ond structurol engineer prior to UPTION 2 'f� ,� drow� by rn HU hangers of a size specit�cally des�gned ior the member suppo�led, hack''u�^Q . checked by qs shown �r th� manufar. turer�s pu�lishod tahies. Contact struclurol (5; � i issued r+ .�ng�neer fer detals as � eQwred . � i , L m , Wood noiler pla<es � �sta�led on stee� beams o� c�ncrete wolis for fop - y, �, � Pi AtV � I �� .. ,�, �� I 1M � 1 J .3 , �) 5 / .1 .1 � � �ange hanqers shntl be �ipped to mc!ch the width of the wali or beam a• F��� g� out benecth column bose plotes ontl steel beams al beannq : : � �:� t}� _ _ . _ 1lange . Nailer plates supparting top fl�nge hangers form one side only be non - shrink , non - metallic type grout . Grout sha�l have a r , �* '� � I � � � ' � U shcll be instn!Ied (�ush w;lh the foce vf woll qr benm fiange nt the compress�ve sVength af 250� nsi . - - - - - - - - - - � ) '_ O � � na�ger locctior.s . - j� - f- R� DGE 8�.4 . � � k. Monufactured joists shall he from on approved manufncfurer oncl sr � cn GENERAL REQUIREMENTS: ( 7) !?`� s . i i , � \ I � --. _ -� � - vnL �EY [3�. VAI I � Y �3ti1 . ._ be equ�vaient �n lood Ccrrying capac:ty and deflection cr, teria ta � � . f; � ;HIP f3M 5iM ) � +! " NM . SIM . ) ,� iJl / PRO 250 or 55Q series �oists i � depths ar,d spaunqs lndicated a . Structurai erection oncl br�ciny: 7he structurol 4rnw�ngs illustrate tne 2 ' - D � on plan, P�ovide b�ockinq, brocing, web stiffeners and other comp�oied structure with nll elements in their finol positions, properiy i occessorias as requir�d by mpnufacturer , supryorted ond b�aced . The Contrqctor , in tne proper sepuence, 5h�li 2 � - 0 I '�)) �j `�1! RqF -ikR`: ° i , Prefab� �catetl trusses shalt be desianed by a Colo•cada rey�stered prov �tle shorinq cnd bracing os moy be requ�red during construction to � I � ,% ! � ' ; '+n I� � a engineer to suppori the f� ll deod and live loads nt the roof , ceiiinq, achieve [he fino� c2mpleted strUClure. Contoct the struclurol engineer ! � , � 1 �'' � '=. • i � �_ � � µ; '� i - � c"a, and any other superimposed loods. The fabricator shalt determine consultation (nol i� contract) ❑s reqwred . � - -'C '�' - - - - - - - - - ! a°rn web Orrangements and member fOrces, load dur�tion factor for snow 5• Shop drnw �ngs: Submit shop nnd ereclion dr�winys for Strucf.ura� s ! �a � . __- _ _ _ _ _ _ _ _ _ _ _ _ loods �s 1 . 0. Ca�cul�t �ons nnd shop dr�wings shon be submitied to m �scellaneous steel, steel joists and girders . s?eel deck, masonry - - - - -�� - - _ � . , MA,t, l rt ">' � ¢ lhe orchitect !e�gineer for rev+ew prio� to f�Grication. Ihe trues . reinforr.ing steel , wood ir�sses, monufac [ured wood )Oi519 ond ylue +!� SEE F�L�Pa �- FNiENO IIORIZ. REINF . � �- ��J' I % mom�focturer shall specufy oil truss - to - truss connec6ons, lemporary �am beams to engineer for review prior to tabr�catinn , 1'his review T T U f � - D PA ; r 57EP fW. `a 4' -0 3 16d TOEIJAILS � F'. J � p ;!li; � - � � .. ( ) - ( z ) � a , � � ad roFran �� s � � � and pesrmnnent loterol br �ciny o� trusses shall bo installed as required is f�r general cornplionce with the intent qf the structu�at design . �,' ; - i ;�� ,- � , M�p C��� Q by the truss manufarturer . The orchftect andJor controctor are responsibte tor checking quant, t .e=. . \ , ; _� .� � _ �� I , i 6' - 0 _ ( 4 ) - l6d TOENAILS (2 )_i6d F ._,iuE._ ( a ) '; bd T_OEN ���� '� � p5199 �t � m . Lom�nated ve�eer lumper (lVL ) shali ��ve the fo�!uwing propertics • dimens�ons ano coordinatian with other t�adcs . �, -, �-- I '- � 8' - 0 (6) - 16d TpENAILS (3) - 16d f_ A. Slpf` (6) - 16d TOENA � . �: � 9 � . Flexurol Stress - - - - - - - - - - -- - - - - Z600 ps c . Uimens�ons: Check alI dimerts�ons ogamst o�chitecturai drr�Winys pnor � `? � 1 � � 2 . Modulus of elasticity - -- - - - - - - - 1 ,900,000 ps� to construction . Do nal scole drerwings. � ��� � i I � 1U� - 0 (8) - 16d 1'OENAILS ( 4) -- 16d 'tA. Sil?E ( 1 ) - 3 /4"0 THRU Hi)_ ` I � ° 3 . Tens�on pora��el to rair. - - �- - - - - - - 1 g50 psl d . Construct�on practices: Gent�ral i �ntractor is responsible for means , � -- -- � 4 . C:om ression � methoas, ter. hnivues , se uences nnd procedures lor constructicm of � � _� - - - - - - I � 2� - 0 ( 8) - 16d TOENAILS (4) 1Fid i' A SIDF I ( 1 ) - 3/4°0 THPU '� - � p parouel to grn�n - - - - 2310 psi 4 �. . _ _ 1 ;,, S . Compressipn perpand�c�lar ta rain thfs project Notify strudurol engineer o� omissions or confl�cts � i � I • � � < <' ', ' , � , � ' � 1 9 � - ,fj- � 14 ' 0 SIMPSON LSSU210 ,it�AP _ i � � 1 „ � i' � ( ; 1 3 4 'm T'F , ki , , „ ' � °' (paronet tv glue ! inP) - - - - - - 7g� psi between the working drow� ngs and exist �ng conditions. Coordinate T . 0 ! , � ;� 6 . Horiiontal sheo� - - - - - - - - - - - -- 285 psi requirements for mechonical !elecirir �l!plumbing penetrntions throuq. . � ,. �., �'�,, � . - fi- -- - I S� '.! P �ptJ i .`�� iU11 .`1 i `, �.^ r � .. _. . . � . . ' . ' . � ' e, ' . . '.� � . . . . . F, Where two memDe�s nre �e u �rec , each member h li ° ± � ucturol eleme^ ' � w ' � .. ! � � . : � . :: � „ ��'� c�e � � , :,; � �� ; f �, , v , �� � . , . - - ` - - - � - Q s a be ' i �r , Tfestened fo adjacent mer,ibers with tw� raws 76d na,"IS spar � r�onsihi��ty or ' . � , o at t ?_ �� o .c , u�less noted otherw�se . Where lhree or four ' � °' n oc, � _. � h � � • ; ^ n membCrg Ore required, Uioy �t5� ll be fasterted LoGethe� witl � � �ti , L �� 1 SCAI_!�_ : S , " 4 " - ' ' � "; " �1� . - � � . :; � ° • � �, ', NS i: f 1 , _ tln . '^ P : - ^ � �, ! , � � ts .. , ":� 4 " , ��p. f .: , ..� ,�.y;a . � - C �. I - -� � , ,� .,,_ � -. `jl . ' . ; . . . - - -. . . _ _ . . . - .'-- - �-- ` - � . _ .-- _.. - . , - - ' � ' :: ' . ' . . � - - - - ' _ � - '- ' �- " - . � -_ ,, rs"`� � - � . . . _ . - - - - - - J - - - - - - - - - - -- - . . � - � - - - , - - - _ . . - - , - - - � MFR :vEMEN ' :.GC� Ti �� � Er1 �� = � = � -E h@rEGy CEriif} tna? tnie i� pf9��r� ��, • _� cc ` c ° �er ' � rte was :,-F _ _ pC 'EC fpr MI1(F i„q��Tt}ZBACN . . . . _ . ' �.� IanC Survey piot or imprpvemgn ! g�r�•ey plrr . .7r. d tno [ " - - _ ° °a �p�� ��� the es�at� ,ShmP� � c � 'ence , bu �idi�q ,- �tr �, - . = POTATO PATCH DRIVE _ . _ _ - e� . . . : . - at ,re �,.-:pravomencs o�� !he aGo�E 7es:r�bea oo�ce . ' - .-. _ ote. � �' Z :��= � , exceot uli� ': y cor, ne:t �ons. are ent 're! y w�tn �n rr ? _ . . - .,-'�?s � f the pan�e� . except os sn �vw^ , tr:at tnerF ,,-E -. o Enc� oacnme - - . � L _�` J '.hB '�CS_� ibn� trg^-� � 525 h. V ifi'tp�OvaTB�'� SS �9^ 7ny : � j0 ��^, jny OrE/1' iSEC . i � ?% CBpt OS �ndiC � tBd. .7nq ; ^ '.! trcr? •5 � . uFpCfa� r � � C . . s ; 1 = 79° 04 49 �`4a Or 5 'Q� ] � . eosement =ross �� c c � c � • 7e� � , „��; ot 5� � ,�o��p � Be�; •.� _ . R = 62 . 86 .��� .,� � ' :•.,l � ♦ ^ � L= 86 . 76 � q %� �9P �' ` i" " � � T= 51 . 89 _ - - - - _ f- --�- - - - - — �� � �; = ' ,g'�' �U�'� 6 �� �- � \ LC = 80. 04 � _- :.� � _ _ 3� , , :. : � CB= S 88° 35 ' 35" E � .�' . c" . ,, oE` �"— _ — - . _— -_-__ __— — - _ _- _ -- ,���� �` _ — „4-�a _, : � �-- :._� �,a. v�. jy; , eoE,. . � < - 'tiEC ' . _ �, � . ��P�NS / . - � [:F[ ' - 49NE`�f� � I _ s. F ��ME1EA � � N II S . O. i � � p' , i i' � � . _ �o � P . i� %� ��� � � � �. �Ba`i� > i 'i �.ae' i .a_ � ac , - � % �^ / - � . ^� j 2 � � � �_ = g�7L9 ` � ' ._ � V � � .� ' / 7 ' " �',n. .. _ _. . • / / _ALALE � ` LOT 3 ,�� , . � / ' �-> ° ° ^= - � � � / � ` LOT 5 � L� V� � � �� - _ ' h��� �f / � / y _ _ ' � a... _ � _ . . .. , �d ' 'y - - - _ t3`� _ ! � , J9 / � / � � / aaa � = 5aq� 9 � , � �/ . rt � � . , - " � . _. . / � ! . ._ . _ / _ . a � / ` V ` / �.�_ ; ��< , .N _r�v��t r ' �� . • ,.1 � i , � / �, • 9a<E r �+�MER I �� e<a6 e % /4�a�: a � 2 . l� . -.fL' . +�,7�F �. orEiM�na � � \ - 9 � _—'-c!n_ ,. - / � � LOT 4 , �- - - - - - - ; . - � V YE\ . . . _ .. . , �F - _ � \ / ' /i : .�, [ ... :- . _ .. / _ , . ♦ � ; i _ �" � .- i.. �. ., S 86° 59 ' 14 W — 266 . 46 - - `°� _-° � .` °: -�- :_ ,,_� , . - - _ _ . - . . .- TRACT C u�a�- E _ = 9�*.gg 3 � - . :,�. _, . 839� . � _ - _ ` .'FrriR -iF5 'dA�E 'v = '< roc ilv4: �.Ulv OR !NGGPEFDENT � EA�;= •_ •- - 1�EMENTS JF YECiiP. G =-nEP, THkN P!4'f-Fp) , _N� I;VIBRAy�_-E�. �ESTRiCTryE : r�•.�Nand'S. =�wtiERS� IF Tr`LE Ev�GEtiC�, OP 4N`! p7r+ = F • .-4f_TC TN?T 4V 4Cf i iRC'F AVC : :44ENT FIT�_E :CARf e-! NA.V JISCLO� � - � � .: RGM:: 7v CvLURa. �r_ �_aW YOU NUS' rOMM_l.;,E 4�v � - . - . . �,• •a� L JpGN AN� DEr �T �h '�15 SJR'JE� W� 4�k 'NRE= vE=- - Date Receiv ;• v ��_ `�R- T J�SCO :ER 5 �,,� r GEFECT. �� N NO EVEN7, !aqv hN� _ '�J'� BASEG iiPCN ANV �EcE_T �ti T..K S_;RVE" @� CJv �AE.'�CE�. � _ . p �. y TE'v ��EARj - RVM Tti£ �ATE p� THt C :R?IF�:_4TI,_: ',; - .: .�, ' . SEP 1 O �99J -EREON - - �����. 5 JF �_EdF`rJh � �EwE� .+Ar+ I � 3 tN� E �_ = 538P 9 = G���� �F �R�p�R� ,N: �,�Ar��ti SE �RN � ; � � ,. _ - _ IMPROVEMENT LOCATION CERTIFICATE c � "� �pav wUGp cRc.M_ du��D�NG �NBER �br.;-K . , : - _ . LOT 4 , NC �R�/EWav nR Pp�TEC AGDRES� oi 7iM� ��c � , :, , _ . BLOCK 2 � ' � 54 � r�r- wn � � & < . c " '-� - , - g L � _ 4 - ��= ��`�A��`,N{ nRE T :� W°°° `RA"'�"' VAIL \POTATO PATCH - F�X � ; _� TOWN OF VAIL , EAGLE COUNTY, COLORADO ! �l�J/.fiR�S. �.i". Q � i i. : '�� 3 '9a9- ' 4n5 v ao57 eie �3? aErSEu RC7� DORUER ; ELE� 9/' ::'99 � �OS• L47 � . . . — _ . � . , � : . . . . �. . . . .. . _ _ ' � . . � .. n , � . J ' _ . i . ' .� _ . . .. . � . . � . , i. .. � . ,. . . . . . . . . � . ' .. . . " . . ., i, . - . . . .. _ . . . . . _ . � . } . . . . . . . ' . � . . ' . . . . . . I . ..� . � ' . .' . . . � . _ . . . ' - _ . . . . . . . . . . . � . . ' "� . . . . . n � _ . . . . . - . � . _ . . . . . . . . . . . . - . . _ . . _ `\��°ad,.�..K,`."�, � 9� � � �': P ' -� � . o - z: W "� � °_ . = Y• A � JJ � C71 = r• , m _ y> . c� c � � �:'i: � � � � r i `�C� � ' y�'` . I �iq��� ..,�_•' �`���p i 0 ���, IIP I IPP.11U`C•� � �? \O � 9i�6 / / \ �S� / _ � � � N O f<' f l I � \ s � FOUNDATION PLAN = � ° W __ �4 � '" - 4 i � � ' -� ` SCALE : 1 " 4 " 1 — 0 ' � / ' � � °' �">. � n424' - A I ' � / / � ,\ s" m M N PLAN NOTES �` - �� \�' � � V � V U � m .- , �� � Z i i t . ELEVATIONS OF CONCRE7E FOUNDATIQN ELEMENTS INpiC.A fED ON PLAIV THUS: / / � / � � \ � \ �\ � c � � ; 7 .O. W. = TOP OF CONCRETE WALL T. 0. 1=. = TOP OF CONCRErE FOOTING ,, � o \ / � T. O. W. = 8432' - 6 � �� ~ p� r a 1 2. TOP OF fOpT1NG ELEVAIIpNS ARE BASED ON FINDING ADEOUATE SOIL BEARING � ,�,p � � � CONDITIONS AT TNAT DEPT�I . CONTACT ENGINEER IF OVFREXCAVATION IS REQU !i1�= ;� . � � � � T. O. F . = 8424' - 8 �� Z c vv 5? � � \ . � �- � 3, STEPS IN TOP OF CONCRETE WALL INDICATED: � � � � � ��, � C 4 . CQNTINUOUS CONCRFTE FOOTtNGS ARE CENTERED BCNEATH CONCREI'E FOUNUATIOPJ � � � \ �6 ` Z �' � � � WALLS UNLESS NOTED Ol"HERWISE . � 4" CONCRETE SLAB ON 4" CLFAN GRAVEL � T - �, � � O m a � �, / � BASE ON UNDISTURBED GRADE OR i 0 F \ 8434' - U U x p 5. CONCRETE FOUNDATION WALLS ARE 8" 1HICK AND CONTINUOUS FOOTINGS ARE B'" � . COMPACTED STRUCTURAL �uLL PER SOILS � � � T.p � � � mv THICK x 16° WIOE UNLESS NOTED OTHERWISE . i . u. W. = 8427' - 4 � / � ENGINEER. REINFORCE SLAB WITH 6x6 - � • 7 t. O. F . = 8424' - 8 � � T. O. w. = 8433' - 3 7/8 " O � W7 . 4xWt . h WELDED WIRE F.4�RIC � � a / �� �. � � � THROUGNOUT. PROVIDE 1 " DEEP SAWN OR � \� 7. O, f . = 8422' - 6 � � a > 6. DO rJOT SCALE GRAwiNGS. � . � ` TOULED CONTF20L JOIN75 !+ "T 15'- 0" ` =� f' • . . T. O. W, = A432' - 6 � � � � ' J � m �, � � �,, 842H� - 0 b MQXIMUM SPACING EACH We4Y. T. O.F. = 8422.' -6 � / � �� ' / / l'. 0 . SLAg-�fr � � � 1 � � � � �i \ < � � S�O'°F S-' � / � / , \ � \ � � �/ � �.. � � a�l 5� , � , �, � �F �-84z�� - E — �'a3 � r 76 ' - 1 1 1 /4" - - ---- \-�- �- -- ---- � T.r �. S�A9 �' � � — — � � � � - 8432' - 6 � � � � � � fa , „ T. O. W. = 8428' - 6 � cTEp 1 (i . i = 8422' - 6 ` � � i, ' -0" 16' - 7 " B - 5 t !2 ' 10' - 5 1 / t6" '� ' - 11 t3 ; t6 " 16' - 1 13/ i6 _ 17 ' - 4 16" � -- T. O.F . = 8424' - 8 i� � i.O. F. --- - �=- -- , / � ,�----- ,, \ � � , ° ; ; T. O. W. = 8a27' - 5 3I4 � � ' _� � S? ? ��'�+ / � /� 1.0.yFy. = 84 6L- 8 � STEP � [� � M 1 `° 7.O. F. = 8476'- 8 � � � --- -- � \ 1 STEP /� \ / � � T.O,F. u ✓ � � TYP . � �y W _ � � � � � S? T.O.F . � � ' 1 � � F�1 � S . 1 — - - - - / � � �• F, ^ n , ` - - - - - - - - - - - - - - - - - J �- - - - . - - � �- - - - � _l _ _ — - - - - - - - - - - - - - -� / s� � �\ \ ` / /,y\''� / / �"�\� �� F�1 �r�" Q � � � � - - ♦ _ � _ _ J � � _ — � I • \ — .�. _ _ _ _ _ — _ _ � \R � \ \ V / �i / � / ,�''� / � O � � �- - - - - �, , / ; C�0 SfEP — — — — � — � � C — — — — — — — — — '— — — — — —� I � � i � % �T� � 7.O . F. T. O. W. = 8426' - 9 7 /8 � I - - - - - J ° I I I T. O. W. - 84"17' - 9 3/4 !� ;/ p+y � � ' T. O. F. = 8416' - 8 c L _ - - - - - - - - - - - - � � 16' -3' -- -2j--- - - �- r I � I \ � T. O. F. = 8416' - 8 q \ ' �' � � � O^ ° � �� .r I I M' � �I_. S 0 fF. / O � M�--�1 'I S�� J 16' - 5 3/4� ^ 8 ' - 3 " 11 ' - G 5 % 16° � . J ,. , �. � � � J !, c - � � F�+�I '� � { - - - - - - - � r 1 �- - - - - E I I � � � - --- - - -- - ��,� - -- t ' -8 1 /8" 8' - 6 3,i4.. � 6' - 2 3j4 " 5' -5 1 /2 " ? 3' -8 t j4" � � � V �[ � � \ -- - - - � �r, ����-�A � _ � � - r - - -, _- r � I I � EQ-+ `� I � � � � r � � � _ (- � _ (- -1 _ � _ � I I �� I ►--� � � O T.O. W. = 6426' - 9 7/8 M `a �I 1� / I T. O. F. = 8413' - 0 r�--� ' 1 � o I L — J � 84� 7' - 0 I I L_ �1A � � p � I I "' � F-� 0 '�1 / �' , � �- - - - - - - - - - _ - - - - - - - - - -� B T.-�o. s�Ae — L - - Jo L — J � �.o. w. = aa, � � - o � � _�' � � � ^ � - �— - a f -�-- - --�- a� ■ �—� - o _ Qr F-� / l / - _ _ J T. O. F. = 8413' - 0 I .- I �T 7 � ' T. O. W. = 8417' - 0 , - - - - - - - - - - - - - - - r _ _ � I I • rir.■� � M�� � � I I /'� T. O. F. = 8413� - D � � 1 \ ' /'� � � � � I I , "� �-� = 4" CONCRETE SLAB ON 4" C�EAh GRAVEL o — — — — — � I � w � � tD BASE ON UNDISTURSED GRApF OR • i � � � I L — _ _ .._ — — — — -- � COMFACTED STKUCTURAL FI�L PER SOILS � � � '- ENGINEER . REINFORCF SL.AB WITH 6x6 - `" - _ - -- -- \ �— — — — — — — — — — — — 2 ;� ' - � ;� i /2 " m wi .axwi . n wELDE� wiRE �aBRiC °' �"'� — —B' `�= — w O � � � THROU �HOUT. PROVIDE 1 " DEF. P SAWPJ OR � . � �, � a � M TOOLED CONTROL JOINTS AT 15' - 0" � � �" cO \ � � $41E � _6 _ I I � MAXIMUM SPAC! NG F ACH WAY. � � �`?J, \ � r. 0. SL : 13 � � y ,, ^ r , L o � \ \ � � S� � r. o. w. = aa � �' - o � � �� r I � � T . O. W. = 8416 ' - 0 I I T. O. W. = 8417' - G T. O. F. = 8413"- 0 \ \ � ,:" � T. O.F. _ &413' - 0 !� T. O.F. = 8413' -0 / � � � �%� I � - - - - - - - - - - - - - - - - - - - - - - — � TO. W. - 8417' - 0 � � � � � � - - - - - - - T.O.F. = 8413' - 0 � / / - - — - -- - - - - - - - - - ' - - - - - - - - - � � - - - - � - - - - - - � � / � � o � 3 � � — — — — — — — — — — — — — — — � 4 \ �" �- � - - - - - - - - - - I � / / � �--- - — — — — — \ / / � � \ � � T. O. W. = 8a16 '- 0 \ \ / / designed by �� N � \ � — — — — — — — — — ;- - - r. ar. = aais'- o STEP _� aais' - 6 _ \ \ / / , ° drawn by rTR Y � — — — — — — '- — — — — — — r.o. F. _ _ � I T. O. SLAB \ / / ^ti checked b � \ � y - - - - - - - - - - - - - - - - �' / � — — — — — — — — — — — — — — �— — — — — — — — — — Y ,� \ \ —� � � � issued � �, � _ r. o. w. = gais' - o i �� �� � i a ° ► \ \ \ � � \ � � � T. OF. = 8409' - 0 / /j E� MIT � 3 � CiJ , � .J \ � , " � . o / \ \ � • � � / / / / \ � SPREAD FOOTING SCHEDULE r.o. W� = 8aos' - o � rs�o � � � \ � \ \ � � / / ,� ' ' T.O. VFV. = 8409' - 0 \ \ � � / / � / / ,0 LL ' ; TYI�E SIZE REINFORCING �� � � \ � , 1� � A 2' - U x 2' - p x 1 ' - 0 ( 3) - #5's x 1 ' - 6 EA. 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SLA.B - � I ' fN CQN1 , TFtEATED 2x6 f� i r; V+ \ ,� ��. a �; � ? 41 ; _0 i • �- . � i �''i ��.':���� . � t � n o 'i Il ��L�1L3 � $417' - 0 �i ii /ji.. • •• ��� � � � : , d . , . , a T. O. SLAB � � In � ll"d„��0 � " � A • 4 •• :��n�"`�� f� • Q �h��n/;'�� ' i ' I = -4 . ., • .��w , , 0 2x6 STUDS � 16 ° .� a0ar `� REF . 5PREAD � �� ?� . � . � � � W/ 1 /2" PLYW0. � ' FpOTING 5CHED. :?� -1 �?., � � '� Oh� OSp S��if_ AiHING � � � . ,_ 4.. ( 2) - /{5's CONT. TOP 8c BOT, 5HEET S2 , FOR ' �'----- j � � REIMF . E0. [Q. �,{ � � ' 4" CONC. SLl�6 W/ 6x6 - W1 . 4x1M1'7 4 UPTION t � � � IN CONi, TREA7ED � O1 � �' `r-� � � STONE VENEER - � i2� m x 0' - 10" �• B ' , �.� ��8" m n ,�r� REF. SCI�IL- D . REF. ARCH . U I � W. W.F. OVER WATERPRUOF MfMpRANE � � _ g �� - � % 2x6 R . Z V a � SCALE : 3; 4 ' - OVER 1 1 /8 APA PLYWD. �4 DWLS x � � 2x4 OR 2x6 = 'tlir� ( _o]__ - � � -- 0 ° � 1� t /2" ExF� MAT'I . ? YF� . �j � � � � 24" �� I�`� DEARING WALL Sg / I- � o Q 1 ;4" PER FOOT � � a • , . . $ O. W. & � Q � �� _ 8434'- 0 1 6d DRIVE PIhJS � ir " � 8433' - 8 1 'z � ' ` -__- L0. SlA6 � ( II " d �I ' II � 0. SI_AB J m T.Q. PLYWD. 7 � i r � . ��,•: J ' � 4 " CONC. SI_ AB � � � 8a33' - 3 7 /8�1 _ ' � %i�y, /e �. :��;��.' U1 � Nno �-�.;�`i��- - -- T. O. W. � _ 841i'- 0 -�} CONT. 14x4x1 /44 W/ : ,: �< � • z C r` � � I • ` • . . ° � T . O. SLAB �" 1 %2" A x 0' - 4 FXP f,� : O m � � �� • u • " —� ANCFI . � 24" ` s:,�. < U x ao 1 3�4x 1 1 7�8 � � yi:s � ; , ' „��� �u� � 2x6 STUUS � ? 6" W� � %Q��j � - ( 1 � - �5 U_J"! ` ! � � O a �-- -- . 1 /2" PLYWD . OR OSB ��, C� MiD - H1 ` � � / ° �:�� ^,,�� � 11 7 /8 TIMBERSTRAND SNEATHING � Y " I � " o =� .. . . . , ALTERNATE STONE LVl � 16' � <, ,� ( ' � /Y U < / � '•: �:••' ( 2j - �{S' s COPdT. TOP & BOT. LSL CONT. RIM BOARO rd i� � �`' i li � a > , �_� 1 '- 4" t /2 " 0 z 10" A . H. 's � 48' vENEER SIJPPORT �„ ,L, / a � IN CONT. TREAT[D 2x6 I� ��, � � � W 1 /2 " m x 10 A. B .-J '� - iF5 DWLS x � I IN CONT. TRTU. 4x4 % C�I '_TI N �r - - - - - -a - - 8428' - 0 � � 48" O. 0 � ' SILL � - y -" VERL %x� 16" 9 SCALE :ij 4 �� _ � • L •� __ T. O. FLYWb. 4 ° CMU --- - a ' � I , S6 ,; BELOW STOrdE VENNER � GRADE � �� �� � • . �-- ( 2 ) - #5 cu�v . ii � ; _ ,r -- • ' �. R c, !� '_ rl , ( • �� TOP & BOT. 7=1 g _'� - _ 1 m x 10�� A.B. ' s m A8'� -- $426' - 9 '/ /8 PERIMETERE ORAIf! F'ER - _ - - - f �l. F: . . 2x6 STUDS � 16" W/ I /- /2" � - -� . � I 1 /2" PLYWL. OR OSB % �N CONT, 1'REATED 2x6 n .-; � 1 T. O. w. 5��11 ; ENGINEE (1 � 'r; ' � ���� � SH�ATHiNG " • ::Ry���D��,� � - - k� t :OMT. HORI 'L. � 16' /� �� � I � �`� i / • -'G �. .� � � , . . a ' °� � � 1 % , 8 TJI ; PRO - 25D � 16„ ,�'a��'y,biq , d � �2° [XP. MAT'L, T �P. � `- 1 /2' EXP. MAT'L. TYP . ;�'�,��! I � ,},.* �„ 4• r"�1 � p..�.� cFAw�_ s�acE " \ ; �. < \ � 3 SC ,'� LE : 3 % 4 " - 1 ' � / 8416� -6 � ��� � � 8417' - 0 i.0 ALS B� � ° � 1 , T. O. W. AND - • • . C�NT. L 4x4xi /4 W� 56 r , [�T� T. O. SLAB �� n / SLQPE SLAB � �2�� 0 x 4 EXP. ANCHORS ' � v ^ �5 DWLS x`D - - • • • I ,, . � - � , � 24" 4 ,n - - � � M � � 6" N � ' ��� ° a — � ^ W � 6 �, � �,� 4 , , "?• � ' \ . 84 ' rJ ' G _� o • k 5's V E R 1'. � 1 6 " Zx6 STUDS � 16" W/ I � � �l ✓ v ���';F. �✓�!i`G�/.'� � • r.) Ua 1 2" PLYWD . OR OSB ( 2) - �5' , CON1 . HORIZ. ( i ) - #5 COhJT. MID - HT. —�\ p ���;, I ,,;� .;\ . . SHEATHING � � � � " 1 2 � x 10" !� . 'i3 �� A`� 48 " H� r"� tOP & BGr , � � ` `•� ,�� s CONT. HORIZ . � 16�� --- - , � IN CONT. TREA1i �:, � > r. �' � � � M 8422' - 6 4 .. d„ � � . T. O. F. -- �5 DWLS x � — q5 DWLS x / w , . m ' � � 48" vs - -- • •r - e j! � 48"' i� PE�eNARCHPJNER —� . W �-' � p 4" g" � a4" — ( 2 ) - N5's CONT. H �R17_. � � „ I -- - - - _ �.: ',� ' ` � � 4 � TOP & BOT � i�— TOP &5 �OT. NT. HORIZ. �°"�' II '' 1 ' ; '�� � � O � Q PERIMETER DRAIN 8413' - 0 P'•''� � • _ 4�� FER SUiLS Et�IGINEER T. O. F. � j I Q� �o I / ,- 1 /2 ° EXP. MAT'L, TYP. �z 1 ,�• 4� r1 ^ � F�i.� 11 c �nLE : 3 ,' 4 „ _ � ' -- 0 " _ I ,• , A + , / � ' '' �T 0.75 AB '� : � S6 n . CONT. L ax4x1 /4 W / � � O � ,'' R.� 4" 4„ t� .. 4" - �• b 8416 � - B 1 /2" 0 x 4 CXP. ANCHORS � n � � k r' - - - - - � T. O. F. � 24 ° --- - -- ^ O s ��1 � � �:� i i. �- TREATED 2x4 � t ' _ .� " I � . _ .. � e ;yc.�y�j,�':y °° — .s J- - , i M-LI 2x6 STUDS � 76" W/ --� / r - -- - -, : o'� � � � 1 /2 " PLYWp. OR OSB / � 4" NOM , SLAB OVER WATER PRUO� ` # - �► " ` 5's VERT. � 76" -- --- - SHEAiHI �1G � MEMBRA.NE OVER 1 1 /8" PLYWOOD. PERIMETER URAIN PER -� �� � -- 1 /2" EXP Mai'L �"�, . / � /- SLAB SLOPES W �0 PACK � � Ga. Lt : 3 ;' 4 " _ � ' - 0'� SO�LS ENG�NEER 4� 8 4 � � �� � � .� . _ - � w � a , ; �� ° � - � T. ��_-� -,� -� � �� . � � _ 4^ „ � e ' " - 8433' - 8 1 /2 ' ' P • r� � SCALE : 3 % a" = 1 . - � �. • � d"� � � 4 � S6 ..� " <;4,<, � - SLAB SLfN'ES �. ^ � T. O. PLYWD. 2x6 STUDS � 16 " W� ( 5) - 8d NAIL iI iil FA � , � ` > ibl 'C�l � rG;- �Lr� 1 /2 " PLYwp. OR OSB / �? I_KG . PAIJLL. , � �'�;� � � 1 1 /4x11 7 /8 LSL RIM -- SHFATHING � � F � � �S�s CONT , NORIZ . -- -- `� 7� �. 1 /'L" P x 10" A.B. 's � 48" � 16 " r', O i ' 8432' - 6 �`� /� IN CONT. TREATEU 2x6 (e � -- 2x6 STUDS C� 16 " W/ � I � • �■i ■� � �- . . T. 0. W. ; 1 �Z" PL YWD. OR OSB / _ 8428' - 0 SHEATHING I - - -a- - -�- #g DWLS x �n - 1 2 � x tU � .8. s � 48 - � , ` � IN CflNT. TREATFO 2x6 � � 11 7 8 TIMBERSTRAND - - T. O. PLYWD , � l i IN CON7, TFZEAT[D 2x8 R. � 4�n 6^ TOP & BOT. � 1 3;4 x 11 7 ,!8 LVL � 16� � � � - 7-' �-- 1 /2� 0 x 10" A.B. 's � 48" �y . ( 2 ) - #5 CDNT , r LSl CONT. RIM BOARD � ° STONE VENMER � �/ - - - ' • , � " � � � - E STONE VENNER - � - - - ^ - - 8428' - U _`� -- -�- - ; '` .- --!� PER aRrN -- PERiMF7ER DRaIN PER - , � p � �; � '� PER ARC�� . ' T . O. PLYWD. � � 8426' - 9 7/8� a , + I . - --� ---- -- SOILS ENGINEER �" i � � 7. O.W. ° � � 8427' - 9 3 ° � I�; � � . � 1 YF . \ --- - - - - - I N - . -- \ Z � , � � � r. o. w. a a I � 11 7 /8 TJI !PRO- 250 � 16 " ♦ � - 4" 8,. 4" � 'Q�\0 ° e �� i' ho"�4�� . � #5's CON1. HORIZ . � 16 " � ''•T�r H�' '' .' � �' ti u i � ; , ° °„�� A_i - ' a o • ., � �y `, � 'f 1 \�- BLKG. PANFLS � 24 .. � N }..�y�0y�'�nC \ � � _ 4.. , ca 4' , - v�� . l ,. _ � ' - O „ I • FiRSr �sr spACE , rva �. \ _ ,. � designed by � � Fi . . , a • . o • 11 7j8 TJIjPRQ- [ SU Cc� lri g6 ¢ CONT, L 4x4x1 /4 W/ C�7NT, L 4x4x1 /4 W / --t- T '1 {� Y 1 /?_ " EXP . MAi'L, TYP. -� " #5's '✓f_ Rr. � � 6 " 1 /2" � x 4 EXP. ANCHORS 1 ,!2" o x 4 EXP . ANCHORS drOW� by rn ` � � 24.. -_ r - - � 2a" � checked b � ,, a" r,or�c. s� AQ w/ sxs - w� . axwi . n y 8428' - 6 SLOPE SL4B ' , 4� W. W.F„ SEE SOILS REPOR7 FOR � � issued '" � T.O. SLAB � ° , „ 4,, 4 ,� - -- - .. P.DDITIONAL SLAB REQUIREMENT5 -� � - - - - J�5' s ';%EVtf . :W lr-; �, , #4 OW�� r. • #5's VERT. � 16 " I� PERti41T O3 ;� �) 5 /9g -=. y � _ �� 1 /4 " PFR FOOT � 24., —y 8428' - 0 �y ci , . �� ,a T. O. SLAB 4� `- , . � a � dS : C�`�r.1T. HQRIZ . C� 16 ° - -- — � ao m � � d - ti� [ , vL � � _ , c: n�. r. HORIZ � � 6 " — _ tl� 8h27' - 4 — ,� _ - � - .:,, . ;= ` I `; ' . __. _ �s s x � �, ' , � : . : T. o. w_ - '�' - ow� , „ , _ 48" / /i��, o ,, �- �/5 DWLS x �p �; J `� ( i ) - N4 CONT, f�� '�\! ` � 48., i 6° L I � %'r p / � — � t q > l � . _ � ' �_1{� � _ _ 0 6 " TU� k N �J , _ ( 2) - �j5"s CONT. HORIZ �, � � T0� & 80T. o ( t ) - #5 COrai i _ 1 , ' F , r M a, i'�� 'i YF . //5 DNR. S x � -. MiD -H7 . � �, I � ' 2�� EXP . MAT'L , TYP. � 48" �, � -� �-- ( 2 ) - q'5 's CONT. HORIZ. 8417' - v ' � i % T{}P & �OT_ T. O. SI r: F - � $417' - 0 _ 6 � $422' - 6 / � a •a � g , r . e a ' T. O. SLAB • . . ; sheet � � T. O, F. a • ' " • , T . O. F - •� � ( 2) - /{5's CONT. F10RIZ .-. - -- - -- _ - - - - -�- � _ _ . _ _ - � � '- � e d' 8416� - 8 � i0P & BOT. ti � • ..� 13424 � � Q - a . G � � � . 7 . o. r , � � , r � I .. . ./� �� o� w o • ' ° ���jSa�j�,� .�. . � � — � � � � . _ _ ._._ _ _ _.� \ A � � ! 8n a� PERIMETER DRAIN PER -/ 4,. 8.. 4„ � 4° 8» 4" �\ -- - -- � � SOILS ENGINEER PERIMEI'ER DRAIN PER �:" 8" 4" � - - SOILS ENGWEER - PERiMETER DRAIN � � - 4„ �� - - �-4 . 1 ' - 4" � � _ q." PER SOILS ENGINEER o�. � r; SCALE : 3 4" = 1 ' - 0" S�. nL [= : 3 i4 •• o � ( � 1 " - _ � � - O" �� SCALE : 3 /4" = 1 ' - Ci ., �1 SCALE : / I' 3 4 " = 1 ' - O " 1 S6 S6 Sfi 56 . \\\� ` ' I Id.�ll1//// \��.��.aa .'M�p�o�i ' � -- -- �cn'd `�A •y�ysf' �, _o � � �� p� � � - z: • s� il i � = y • � � ���- 'i - r �� I �- MUU-IPLE: 2x6 � ' ' m �y • - J' c�� - _ ,.a c ;r . a �, � , i u„ I I `\ � 's;,c•Ff .. ��� C :_: � u �vtN - .. 'a�`° �� . j �� �" I� E -� F� � ��! G wai � Rr �. SHEET S2 � °j��4��rnrium �- 1bd DfZiV� PI^�IS � 1Ci " 16d URIVE WINS � 15 '� O. C. IN CONT. TREATED ? x6 (�' � 4" CO�dC . SLAQ -� i 8417 ' - 0 � f . + a e T. Q Sl A� � --- - �'�� �- � -- ll ' . . `t ' • � � . . � • � � a n � . '. . '..l �"� � � �� . � • __ � . � � � 9 n�!,;� i� ' > � f �:� �� � , � �� "lx6 .`iTUDS � lf .. . ,a "' � :.R �..�a� � I c , e _ . ., :;:' .� W/ 1 /2" PLYWD . � tiE� . ��P �.E , I) � •,•f------'#� so� ' — —T — — = . FOUTING �CHED �� ., ( ( �R OSB SFiEATHWC, � ( 2) - #5's CONT. 70P & BO7. SHFET 52, FUR I � I C � . _ 4.. EQ. EQ. � 1 l � RE1NF. � O) � n � p a � 1 /2"0 x D'- 10" A .B. ' s � 4E" � �'i in ;.� v � SiONE vENEER - �j '� rn � If� CONT. TREATED � i 4" CONC. SLAB W / 6x6 - W1 , 4xWt . a PT'I t REF. SCNED . REF. ARCH. � ZX6 R Z � a y W:W. F. OVER WATERPROOF MFMBRAtJE � � g r o� rn OVER 1 1 ,/8 APA PLYWU. --- � r- 2x4 OR 2x6 Srl1D 6 SCALE : 3 !4 " _- 1 ' - 0 '� I I _ •, . ! - „ c ^r M ° i ' I �'r �' F � ox /j4 pV145 x � i% BEARING WALL S6 ! � 8428' --6 Z � v � 1 /4° PER F00T � 2a" �r � � , r`�\ n ' • • • . . T. O. W.� - d C .� < ° � U. 4SLAD �- � �d DRIVE PINS � i6 ' ( �� ' a _ " I • �� T. O. SLAB J � H43� 3' -8 7 / 2 --_=----*-- 1 �`��'` > ;r� ' J � � 4" CONC. SLAB / � �.���.` ° . ��< !.. (� ao T.O. PLYWD. � °j�ii��!, . ,�, . Z a' � �n ' �-,�,�-� - $433'- 3 7%H,�.. � 8417' _ p CONT. L4x4x1 /A W;% ? � �a,` � � .D � � ; T, O. W. . a ' = T. O. S� b /2" c� x 6' - 4 ExP. ��� ; O O v au � I ` � � •� : , ' � . , � ANCH. � 74" ` ��?, • U x O � � • • 2xb S'iUDS � i6" W� � ''�` �a�,, . �- ( 1 ) - /�5 CONT_ NORIZ_ � m V / ��ad r % � a � �,•^ � ln � �2., pLYWD. OR OS6 "�C? � MID - HT. ', •� � ��,, � _I 1 3/4x11 7 /8 - / ° , " ^;� �F ���� 11 � !8 TIMBERSTRAND SHEA7HWG . � I /� � a > i.V l. � ! 6 " i ;r ; �� r ,� � �^ ALTERNATE STONE -� li � �'� ( 2�- #S�s COPJT TQP & BOT. !_S L C O N L R I M Bp A R D Y� 1 /2" 0 x 10° A.B. 's � 48" I '- ' � - 4� � IN CONT. TREATEO 2x6 f� VENEER SUPPORT '�� I Y a / / •e -- � , - .. . ., ,, y �P_TJI�I`L_2 SCALE : 3 4 �� = 1 � - 0 '� -- - -- T. O. P—�yWp_ '�- 4.� CMU -- / e 40 -� ' i�� 48�'� O. C� �t 1 �2" 0 x tp A. S .--� � a .•. 1. -� - - 8428' - 0 'v W CONT, iRTb , 4x ; - - SILL f[ ,rti � !. .aT . ey 1f, � ( BELOW � ° � S�' S ?OfJE VEIdNi:Jt --- � � ' GRALE . . , _- ( 2 ) - �5 CUN C HORIZ . � �' ER ARi:H . f ' • �� TOP & BOT--- 8424' - 8 .� --- f. .. i 0 � - - -- -__ --- — , , , _ , 2x6 STU�S � 16� W� 1 �2� m x 10° A.6. ' s � 48' � -- �- --- 8 O 6w' -9 f,01�LIS EENG N D RAIN PER ,{I 7 8 �, 1 /2" f�LYNID. OR OS8 � IN CONL TREATELi 2x6 F}! ,'S, n�.l �` ` ' � � r • ' • • - - - - -- � � - _ __ �.� „ t;Pl7 '-i � " � , , � SHEATHING � \ - - - -- � .� �G ���7; , � µ, .. JK @ 6 � � . . w :S � 11 7 icj TJi %PI'20- 25C1 � 1E; .. 4 �� 8" 4� '.���;�' , �,. _ � �i i�' �- 1 2° EkP. MAYL. TYP. �� ��� W �/�� • a. . . iiP . �I� Ai ' I_ . � � � ,f� �, ; Cl2AWL SPAC'� � $416' - 6 . ` � 3 SC'ALE : 3 !4 " = 1 ' - 0 " � > � 84i7 ' - 0 T. O. SLAB CONT . L 4x4x1 /4 W/ S6 `�� r � ['T� � � TA. . ArSr, • • • n � SLQP�;1.E�� � 2a� 0 x 4 EXP. ANCHORS � ; � -- � `� ^ T. O. SI_A.i . �I _ l � � �� /� . � �j5 DWLS xf° --- - .. .\., , • � • c . a ° , . _ `� � _ � li ✓ � 16" i� ' 'H+��p' ' � ° ��'�O� ' B416� - 0 ,� d • ,y5' � VERT. � 16° / �,: 2x6 STUDS � 16" W ----� p /� •�/s� 4' i� �. ��'H�.�bi.%!° ?. 0 W � t /2" PLYWD . OR OSB � � Q �/ • � ) - #5 CONT. MID - H1 . -� !%�i\ .> ` ��,� -\ � - '�� '� ' � SHEATHING �..� ( 2) - #55 COP+ T. HORIZ .- _ � • � 1 / 2 0 x � 0° A.B. 's � 48" �'�'� TOP & QOT. . B422 ' _ g ,L _ #5's CON �. HOK � 7 . c�9 to " -- a � IN CONT. TREAIED 2xn I� r /y � � � + T.O.F. --�- �- #5 DWLS x `� — p5 Dw��. x ��: lJ 1 � 00 � 48" v� % c� .t �," STON[ VENNER 4 � � 6. ,� .�� PER ARGH . � rT, � � •a„ 8,, • n,. �- ( 2 ) - /�5's CONI". HORIZ. � 1 � � . -- --- ---- - '.■r.� � r , 0 a ' T0�' Pr BOT. - ( 7_) -#5's CONT. MORIZ '� , fl43_ 2'- 6 _ _ �_ ^ ' O �—�� L F�LRIMETER DRAIN $d13'- 0 i0P & BOT. �, a� 1 O'W' Y FI"� � � � . _ 4•� PER SOIlS ENGtNEER T. O.F. , � ' ' - 1 /2'� FXP. MAT'�. TYP. � 4 � � n � � � ap � ,_ r , 11 SCALE : 3 ' 4" = 1 ' - 0 ° • / / l a 0.75 AB °~ , s --- - ` 56 , n . CONT, L 4x4x1 /4 W/ � O O q „ g" 4" 4" 8., d" �• d' �8416'�- 8 _.�' ,_ 1 /2" m x 4 [ XP. ANCHORS ' � � � #`-- , - .. � , T. O.F, Y C� 24 ,� - - - TREATED 2x4 1 ' _ 4" � � _ a.. . ° '.>::;:>p,�q,� °° — a . - --- � F�1 � 0 2x6 STUDS � 16 " W/ - y5's VEP. T. � 16" - /1) � " � � , -' i �;Z" EXP MAT'L tYP . L r , O 1 2" PLYWD , OR OSB � �� 4" NOM . SLAB OVER WATER f'ROOF PERIMETER DRAIN PER . �...� ^ �;H E A T H I r J G � `! M E M B R A N F O V E H 1 7 /8" P �.Y W O O f�. a SCALE : 3 4" = 1 ' - 0" S O I L S E r J G I N E E R 4 8� � / � e . Sp BS _ r, a_� r -� � ("� � /� � � SLAB SLOPES INTO PACK ��� a l T 1 ;g � • _ ,y�. � � . �'�1 � M�1 , `� 5 SCALF_ : 3 i 4" - t ' - 0 " �---- 5LA8 SLOPES � ,./1 �j ' ` ��� �" `ti�/ 8433' - 8 1 j2 - . � p � ° � S6 INTO PAGE � T.O. PLYW(?. 2x6 STUDS O 16" W/ -- ( 5) - 8d NAILS �N I'0 EA. q��\ ��� , ^ � 1 /2" PLY1M'C). OR OSB j SLKG. PANEL, T1'P. � �� -- � u � � i 1 /'4xtt 7 i8 l5L I7iM --�--"- SNEATHING / � �{5's CONT. HORIZ. —� � ` 1 %2" 0 x 10�� A.6 . ' s � 48�� � 1 �r' � � O � -- _� 8432�- 6� / IN CONT. TREATED 7_x6 le 2x6 STUDS � 16" W/ � ( � 1 /2" �'LYWD. OR 058 � 1 �2�� m x 10" A.B. ' s � ag" �� � / 7. O. W. 11 7 8 iIM8ER5iRAND -- ,� y�, - - -,�_ - 1.• 8�BPLYWD. � - , .. — SH2A m IzG10" A. B. �s � 48" /f5 DWLS x I �o . ; ' / , ) , # IN CONT. TREATED "1. x6 FQ (� � � � 4a � 5 CON1 . H Jf� l L . � � - 1 3 4 x 11 7 /8 �VL � 76' I.SL CO�IT. RIM BOARD IN CON1 , TREATED Zxt3 R 6 � 0� & BOT. '� - � / STONE VENNER / - - 'r - - - - - - 8428� - U b • • - --'�- —� 5T0� lE VEn1NER -- ; 8424 ' - 8 PER ARCH , ; - PER ARCH . T. O. PLYWD. � PERIMETER URAIN PER -� � , . T O. F. I ) _� 842g'_ g� , SOILS ENGINEER � � r . _ �� ' ' ,\ T. 6. W. i � Q TYP. 8427' - 9 3 %'}1 u � - - - - - - -k- F — � , ,` � �-; T. o. w. �- _ � � i ' � :''8 iJl/PRO-250 � 16 ' � 4" 8" 4•, a ii `�y i��.. � ` \ ? �A`� . Q _ � qs' s cor� r. F� oRiz. � ts" `'f��� ,, �: �:� r��� ' � - 4n " • " : r .�� ` - e.. kc � � ;;NF�s � za° iN , '� . �',, z ' sc �, �_ E : 3 / a�� - ti ' - o" desi ned b � �• q,. � � I 4 FIR `z-'� ,iSl. SPACF� . TYP . \_ L t I 7 %8 1JI ��RO- 250 � 16�� S6 9 y LRN R CONT. L 4x4xt /4 Wj - - - -- - �� - � C..;:i��if. L 4x4x1 /4 w/ . � drown by TTR y t ;'7 ° E- ;< i' . MP.1 ' _ , i l'P. - �, � --- ,�•`i 's VERT. � 16" i /2° 0 x 4 EXP. ANCHOk� _ . t /2 " m x 4 EY.P , ANCHORS • � � 2a" c� 2a" a" CONC. SLAB w sxs - w� . axw� a checked by � ; SLOpa SLAi�� 4� M1 „ -, 4� D� nONAL Sl�AB EQIJIREM ORS �4 DWLS , x ISSU@d " 8428' - 6 .... -�TG 5�-a � -' o o -- ---- #�,' �: v�Rr. � i �.� . �5 � vERr. � is ,. � 24" � PERMIT U3 /05 /9y a 1 �4° PER FQOT �V -► 8428' - 0 _ • T. O. SL/+B _� `r� •a - � : � T � � � � � -- - ° a� � --- - aa2�' - a k5 s CC7Pi �_ HORIZ_ � 16" - -- yb ' s Cr )ha7. ! JRI �' . � 1E " — Y �- • � #5 UWLS x ,o -- p5 DWLS x � � �'� ' '� \ , T.�. W. � .r - -- - � 48" � , i � 48 �� i ��b4�: . .. h I ��� c� , . J �� ( 1 ) - #4 CONT . ��.� �' - y`, liW; � �_ 6 6 ,. ti ti) � p " Cti <; _I ` ` - � � ) - #� 's CONT. �+c_�F', ;_ � _ o - �2) - �5�5 CONT. HORI �. rc, �+ TpP & BOT. o - ` ) # TOP & BOT. - - ( 1 - S C�d�d f , � + e• --- ( "' - `� 's CONi. I-IpRI ' ` � /- 1 /2�� EXP. MATL84t7'- 0 - 1 � i° [XP. MAT'L, 4�'P ._ p xl � - MID- FIT �, I #5 DWLS -- - � ) 3M- 8 � 48" L i . �' jr>N & BOr. � T. O. 5LnB q , ' T. O. SL.40 6�• sheet o � a ( 2) - /J5's CONL EiORIZ.- �a d� g416' - 8 . !` ' • ° < d 8416� -8 TOP & BOT. . � 84<4� - 8 --�- � ..��8�422 '�- 5 _ -- T. D. F ,Fr T.Q. F . i a 7. O F. o Y T. 0. F. � � , . o, • � � Q 07 � . , + � ' • d .�� L`� o� l 4 • \/a/\\/\�q.; m � � � CO //�. u . .. � �-._ _ --� III Q�Q��':- - -"_ C r/�/_\, a� :� '� . . _:.].: IV V � PERIMETER DRAIN PER , , ��� > � 4'� 8" 4�� u 8" SOILS ENGINEER 4 � 8� 4' PERLMETER DRAIN PER 4 „ 8„ SOILS ENGINEER - PERIMETER qRAIN LL t ' _ n " pER SOILS ENGiNEER � E t � -4" 1 � - 4 " � , 4.. - --- - � � c � SCn. LE : 3 '4" _ � ' - 0" � SCALE : 3 �4" = i ' - O " 4 SCaLE : 3 !4 " _ , ' - c�" 1 " SCALE: 3 4" = 1 ' - O" � � � S5 SB S6 S6 a u _� . , . . . . . � . . ,. � . . � � -, - . , .. . .. - - - � . , . . . � � . -.. _ . . . �_ ,�, -, - . � . � . .. � _ . � _ . - . � � .;. . . . . , - - - - ' � - -, � .y ' ' - - �� � . ' , - . ' " - -_ - ^.�+�vn�� - - � - ,, - _ . . - _ _ - •• , , - - . ..1 :�- '� y,±': . :� � , . , . � . . . , . _ , . . . . . . . . ,- � . _ _ , vhY - . � - .-a��'�e+� .tj�l - .:yq �lt - . _ . , . I i- 2x4 OR 2x6 STUD �`- �`�1UL nr� �� L � x5 ' � ; ' ^.t �� � BEARIPJG WALI REF . SHEE i ", � � — 16d ORIVE PINS � 16° � 16d D�:ivE , , , , �Y� ' r, " : � '; i .(] r. i . � �? 'r =�. i � ! : � _ ' � �4 4 " CONG SLAB - � � �\ sai �' - o ' � • � a - T. o. s�ae � '�' �-I ;�,; , :;� . . . � ^ ' ' ° . , • , � ' , �'' : � . ; ° . 9 r� , �.;ti' �'� c t y� ' ,�. . , � . ._: .:� . „ . • I ` � , , OR+ > ; t ., ,, _- � �- �� REF. SPRE4D - . �; _ � � •� �• � - i �v -' � r �vf n � _ „ 1 1 FOOTWG SCHED. �\ — 1— — i �: , I � � OSB 5H� � � , � r ; �, � I ' 1 4��- ( 2 ) - #�5's CO�JC TOP & 80T. SHEET S2, FOR I I � �, c� ��_ REINF. Ei� I C. q � � �,,.. � �� ,�. � I �Ul n ;� - -� — — — i7 0 � � � — STUNE VENEER � i IPJ CONLOTREATED � � : � " U � � N 4" CONC. SLAB W/ 6x6 - W1 . 4xW1 . 4 PO TION 1 REF. SCHED. REF. 4RCH . Z � � W. W. F . OVER WATERPROOF MEMBRANE � � 6 � � 2 %6 R . v � � OVER 1 1 �8 APA F'LYWD. - � � � � � � �' �' �/4 DWLS x 1O — 2x4 OR 1x�> , �, SCNLE : 3 4 ' � ' - 0 ' I ` I I �- 1 %2�� EXP MAT'L � �"i' (� � ,.., � 24 „ I ,� � BEARING WALI I � f F' � � a 1 /4" PER FOOT � � 'b ' _ I °J ��,,, - -- 8428 f, � � �, / Z � — _ 8434' - 0 I � , r r� J� ,y. � � _ ..,.... n � . , 'L --'� � � - 16d DRI vE PINS � '� f� ' � � � ° T. O. 5LAb �I II 1 II I � i i i n; ! 4� 8433 8 1 �� ' ' - � „ '� '� � ; � � y T� �a ° r � �rl :' _� nH > ` , � � .�.,...; . a ' r 8433' - 3 718y / {� i 841 � � ` � � N � �� '� } � ' - 0 COPJT . L4x4� x1 ; a d� Z ^ 'n I . T. O. W. , n i ' . - T. O. SLAB � ' , 2" 0 x (7' - 4 E ; r� _ j. � � � v ap �� ' ' � . a � , 'v . ,. � , j � �; nrdcF� . � za'. r / , • " •` F�+�� � - -- 2x6 STUDS A� 16" W/ ' ��i��i, /� _ , � � . r � _, : � � p m0 , i r .- _ _: ._ '° _ . _ _ .- - - - '2 ' PLYVJD. OR OSB - / � �. / i�: � � � i / n % � . ' � � � � � � 11 7 /8 TIMBERSTRAND � l SHEATHING ' � � ' J , <<v , ;. . , oa � � _ ,� • �` � 1 ) /j5's COPJL TOP & BOT. LSL CONT. RIM BOARD +�� -- � i2 " p x 70" A , �. 's � 48 " � I Tcr2NATF S � C�dI � ;' �� � � � a > � � � --- -� i IN CONi. TRFAT[D 2x6 R • � � � SUPPORT j �a � �. � ? " m x � 0 a.. �� � "� ���'�� � � 4� - � � i.� ni � � m ��c. CONT. iR - � , ara : ;_r' tIQ� - - - - - - - - m a � .� . - I R _ , . ( . 3 �' . '" � 8428' 0 _ _ ;� BE 0 'N . u '� . ,. ; SILL - :r °� �� w :� � 6 " � SCaLE : 3 4 ' 0 ' � T. O. PLYWD a n �_ - - - ; . .' a 6 � `h � iON � VFNNER y�.� ' � GR Uc j • _ _ ( ? ) - J�5 CONT. NORIZ . - -- � f - - �' FR ARCH . I i /..: . �i TOP & BOT. 941Q � � � . ,, - � � � 1 !2 ' � x lU" A. B.' s � 48'� � I � � _ - - 8426 ' - 9 718 � �� FRIMFTERE DRA , r� � � � t2 - � ; • , � - � . � x6 , i � JD'� � 16 ' W -- � • - - - - I - , .. • ., i ��_�_ ,.. 1 j2" � LYWD . OR OS8 IN CONT , TREATED 2x6 R ,� T. O. W. � .)', �S ENG� NFFIt -c, .`' • - - �5 C ']I . � � bRIZ- � 16 �. • SHEATHING � � � . � � d � � � � ., [ x:P. MAr'�, lYP -� � 7 �2•, EXP. MAT' L. 7YP . - --0'� � 11 ' � s+ � �i , F� RO ? ",�) � 16 " � � % /� // //� g I L � I A R � CRAWL SPACE � i 8476� - 6 �� �� � �� � - � > , �_— �� � a . ' 8411 �.) � � . i. 0. �LAH � �iP•li . �l_ x444xXP4 AI! "r� -� � � � ��� ,; � n �_ l_ : 5 4 " i ' � ) .. V �\ r � �� . 0 Jr � 11 �� �.` ' ' . , n / � > ' . V � 1 . O . S�. i� (�9 � i� E . � . — — J ...i_ — — � • ^ ° � __��QPE- ��� � (iJ� :i4 .. _ _ _ — J .j _ _"._— . I a5 nw�s X ` ,° -- - - .. 3• � . a , � . , 4 � ,� , � � � I ; � � t� t 6" i� , � � a . ; a ' i ' 6 " , � ' �. .) , , . � �34i6 ' - D_ � �, - N �, ' s ��E �27_ c� i6 " 2 6 STUDS ib W � � � x � � � a Q � � � � � � . � �, . ,, � � � 2,- #5� 5 L�NT H �Ri :� - k4 : :� � r; ' ' k`- `� ', ; �,_ .' ' ' , - `' ' � � � . ' :. � . . - -- _ SHEAIH� �JC, ��� .. , � 1 /2 ' PLYWD_ OR O58 TOP & NOT. - � ' ' _ . , , 4 ,. n .. "` „ � H � a '� " �1 a_ - - - - *-, -� � � _, C ! irdi �, r��; � . � �-� -� 6 ' o � , � .� � � i � .- , r Q � ;_� _ � . O. � rr `� U 'Ni � , z � . '' , . � - yS ilwl :: x � � � � � � � ° � • I• � x - - —�S 4ri�� ' I - - � � �� n ,q ., � i STONE Vf.NNEI: - - �� -- *_ • � cv PER ARCH . r�� rT, L, � � 4�. 8., 4 .. - ( 2 ) - H5�5 i � >r �ii� . - - - . � .. I � ----- - -- ----- - - "n .i : ' . r�, C� �.-�i � c � PFRIMFTFR DR �, P: �. , ' r) , . 10�' & B� � — ( 2 ) - NS's CONT. HORI� . r� ' . � ' �' '� ..� � �! Q ' � . PER SOILS EMGI� ltCf> '5►- ; - - - TOP & BOT. ��-�-�,? � I� ��+ O i • _ �., ,; � . �-".ls,�\„p I `' � .a � � - - * •� � ,'1 " F rP . 64AT'I . Typ rQ4� _ •4 � � t � � /-y� � • - - �,: _, • , � 8 p � gL0 B {r � 1�1 , . . � .. . . .. .� L �. . . p, , . a _ 1: , . 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