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P�QUAL GLAZ.ING UN I"(r7 � AGL LOCT� L ORDINANCES . i � � � ? - �4 'i� :( Pj � tii � L .,K I 2 �� �q����� � �� �� . � — � b'� ��� ��� ' i � ru � �K �,�ca avae �`�— - - — -- t- c c� cca.. C� � a1-�uC� u ., i r� ) I 2 . A . PkOVIDE LANGSCAPING ROCKS , TREI �; S , GRASd , GT� . I ---- -- - ' !3 . DO NOT BACKE' ILL AGAINST FOUNDATION wALL� UNTIL � � ! � _ � _ . _ � _ � �-._ _ - - - _- _ _ " � ' $,cs warin � . , SG::UND PLOOk F' kAMING IS IN PLACF. . ' - �,� poyri _ ' , � � � . � �-4 GO,.tG SIAiS ' - -{ _ _ , 2io a�l ��z ��N ,�ousE �� �i' �. � � AT i o � . :+ . CONCkGTC MIX SHALL Br N01 LL55 'PHAt+ 5 - 1 � 2 SAi: i; AIVL ' � ; NOT LES � 'PHAN 30d0 PS1 . 1 `' O � ; . REINFORCING ST6EL SHALL BE AS SHOWN ON URAWING Sl . r G=- 4Yb � � !o'- � ��z � � yI � _ - II ' � _ _ _ _ ___ _ q = 0 (o �- O �� Z'� 5 �- G �/4� � � n , � n I . PLACE CONCRETE IN ACCORDANCE WITH ACI CODES , STEEL � y � 'I � � ; ^ L':.-, 7' ROWEL F' INISH ALL INTEkIOR SLABS � LIGHT BROOM I 4��1 �+" r\ r / ' I' INI :�� H EXTEkI0E2 . � � � ,f-� � � � � _ F1 ---- - 'c 20 � _ - `— - Q�` (�7� --- �—_ — — — — - �+ — �--� ' "'�4 3 xb 7R � M \ �' , : . .,y�:. ;l -- — - . ' � , � /i � I i : n �r -i . . . . NiASONt>.-r kf ')CK SNfll. l , liE 1, IGHTW6IGi3 . � tvITS . - s O � � I , r�, ,,c s�wo . ' ���` r ,SR •1TR1M 1 . 'JATNE�, � . J � K. SHAI.1_� iiP. " BUFF h!li;; . � 'I '�:1NC � PROVID ' �. � � . ' 1:; '^ N � �i . � ' � , " �� - : : '1 � �N1 , i�N � � llUl�� . ; i� :�i1 CI: �� 0 _; Ol�'t� 1: R ' + I � i � it�) VAi , . r, �� �. � - � � - Q, �3�+}�� Ip '. p'1 4 �� � ��-].�� 4'-O• � ° i3'- fe � �� O 8 %} 11 � 10" . 4__ _ _ . . . _ OI __-____.___- _ �{) 2 � � EEN NoUS � _ , __ _. __ __ __ . . _ . _ _ I _ ,1 T ._ . . . - � : o � i r+ ER DE I- -i8 I � � '�� „ 5 'i' 1.UCiUREiL Si �'. L ! `: iiA : � l BI �: .> iii : `� Ct; fBi . ; � . Pi : i �. T� I � � I �°� 3 ,61 i -� 16 - f /o'- I � yz'� r (P`-4��� � � � TY � GALT— GO A�t- � . !1 . Ai . . - � _ _ � � [' �' ItAL Df2AWiNGS . � � � I i a _ _ � � � tt . ,' 11 � V' 1 :� L SNUP Pi: I '�1f: t< Ci � I,T . � L.� ����� i���_-_� � � t � � I � � � � V - - . ,. � � . Q' '; � 1 ' I ��� �=,r'• ��` � � , �� . . ; . � � - -- - - -�- -� � A- � 2oSA i�IIJINC� � - � ?� e—' 4 ' L7E �.! , _( � ; ; �t. �'��` � , li . !•. , i? ! � 1 : wi ��� . I' i� i.Ah� 1 !sG Ylf�, :�1cst . ! ..> :; IiAI: �: : i5 . . : : -� F' I : �. � I I' i f��. l � � . . . � ; . . -� � . � � ,. n a . � ' I '! � u �t�wiNC; sl . , - I ! bN �oliiLDIJT �� � �— - " ' � '` � a i; . CEILING PLANKING SHALL BE 6 " SMOOTH CEDAR TeG . - _� _[ 0 '- 4v "_ _s '- b" yr'47a' 'o , �III�N• Y! _ ' _ I ,_ � Zo� KITGHF.t.�, � � , ��T�vER �FYs�z£� IP�Zov p� � i.c-L'.Ko _ � - , ^ WALL PANELiNG SHALL BC WHITE OAK FtANDO'+I PLANKING . � M � Ri 1 �' � +� �� _ , O ' � G . BAk .�UifLL BE WHITE OAK RANDOM PLANKING . � _ % {r + p � ; � - �� � - - -�►-- 1-- - � . ,� .I ' � � I^ � t �� �0 � � , ; - - __ , � � _ _ _ ` , I q 3�4,� '~ i � . WOR CASINGS & TRIM SHALL BE PINE , SOL1D MhMB6R5 . __ _ �WMIbINfs �VN _ , r_ � � t- L" o' a '- o v z,• o, 14 . a , 3 � 4 13 2�i I •0 I •3 2', �- - - - F . �SERIOk SIDING SHALL BE 3/ 4 " " V" GROOVE SUI2FACF. D = � =N ` - ir�`�'� ' � � ��eN � N I I � ' CEUAR 6 " . � - -�-Y- - -- ' - -- _ _ � � _ ��� _ �. � -� � +-, _ ` -- � G . DECKS & RAILING CONSTRUCTZON G }2ADE REDWOOD . � � - L' � «0�1 � l 42' \YALL_ �ti � A °• 1 ��a '� �o� al K � rc µ � r� _ 2 0 5 a D� N i N 6 11 . ! NS 'JL,ATIiD SIiLATHIVG : 1 " iF1F. RMAX Oi: Tfl [: khl (1PLY . ' , / X wD . g _ ___r _ = � 1 \ � ,a UP � lASwfc YRUn . . T-r�-__'__".__�T ^ I . a;_. - �- - �_ - - = � - - ' :- 0 , , t _ � = r3s �.bw i � . ' � =�1' i -�r-- i -'aIr zC)�lA � 0 i� � � cnT. Eo6E _ _ � OQA � �13A1� : �r = � �t ,; , --- � � � , � 7 . F�. • l ANI ,i1 L, 11'nSHAi� IS . y� L; ; - ' ..' r; DAI; ';' H1 �,: K Lii 'I"1' .iti "1 I r cA9tA]ETS G' �I k OVF. - � -- - - - ���, ,� — � y� � � D 2O ' � , I \ � ir"li"y� �I~i ._ -- 0 -�� � � ' . ' �y� . • 't ; ' i . . LI ; .�.: i{ Fi? r � {� '� � � � . �� `n ! U�' ��i .. _ . . � y ' � 4 'h" I [? . FOUDIUA`i ION WALL UAMPROOf IN6 2 COATS HUT ASPHAL9 7 � � T � I �* � � � � � - T I � � I I_. I , iv ' � EMllLSION SPRAY . �N 3 — „ _ --- _ . : , AIA PLAtiTiCS DFNVER • OR EQUAL Ai0� 0 • - - - � _ _ _ _ _ ._ � . ' .1_ _.. -R - - _ /� _ ( ( �-� ' ' ' , ` . iz; - � - - _ 1-� , l -o - - � � , � � � . 14 �- 0 ' � _� _ ' . . �. ; � � �% " ��. . ., ,i-- -�. .: . 8 , �' J! .. : V_9 i �� ' . J. 2'-d �.3=7;'� ' �'� �._ ��jp� . � � I VI ' n� t. YLiGHTS : BRONZE PYf2AMIU WITH CLEAR INNER DOME � cn � ; v J - .. _ _ . . .. .. ----- � 7 i,--i .. . � , '�J=O _ � 2 8' � 3� . r � � � � 1 ,� � � ! ,s � � � i � � , t � . i - ` _ �_�- - - - ---- -- a --�} d N I_ � I " _ , �"� � ZD� t-� o.. � � az WALL � . , �� � . � ti . . , . I� QF � - - v� ' � vDOWS ii _� � i1C � v `1 Ut� Li�Ai ' [ vl> .� � i' i< ! }iL . . _�_ � � r (v%Ao PARQU6T �� • . ����-' � p �., AA W�l x� WD. CAP I �� YRUVIJ6: :: i. 126GNS FOR l.AS6hiLIV'i' �iItdDOWS . � Z �� /�� �� NT� RT�,� HI►J �j . h� . � _ � -ru.E `�� 2 '� � Ge.tihi6 ?R � M6Ci.Ow . . .. ? � �.- - � � Faeb6 i -_ �p j I -- $ . FIXED UNFTS 1 " CLEAR INSULA'PED UNiTS IN PINE -� - ' - _� _ � E RAMES . � ' ~ . . . -� � " - - -� v- ' . C . MIRROR5 �r owNex . c� � r20G � �AI� � � ' � 20 � E AiN � N D . ALTERNATE (�OLLOW METAL DOORS ON 50UTH EXfiE1tiC?li � � ' ' � _ WALLS , 14 GAUGE FRAMES 6 FLUSH DOONS� A . 6. 0 . � - - - � - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - � r �y rr � � , i GP'f� EAGE G . S'PAINED GLASS APPROVED 13Y OWNEJ< . ' _l�4 -. , _ _ _ -- l� � - - - - - - � J-- --- � SoFF �T � cABU.�ETS M,�UUE _ � , 2c2 a STA112 ' _ - ; � I :N . ° \ ��4� �e' r ' _ — - - - -- _- — - - —_� _ 9 . PAIN'I' ING : . " � � - � - -- - - - - 1 � I � A . ALL YAIN'PLNG 5HALL BL-: i' i21M1: ANI% 1 �( iATS � P. , 8 . 0 • � " ' I - � i � I ' B . WOOU FINISH E'OR IN1'k:RiOR 5'tA1N BHALL 6t 1 COAT' � - ` i ?OI ' G��AT ��M � � � - - ly� v " _,__ I _ � _ . _ . �4 '- 0 " _ __ __ _ _ � STAI [i , 2 COATS VELVET VARNISH � A , �i •O � , ' ° , �� � C . EXTERiOR STAIN : 2 COATS OLYMPIC 5TAIN � A . T� . O � i I - ''�y r � � �� � D . ALL COLORS SELECTED BY OWNER . I >N N ;/ - � � � E . BXPOSED STEEL : PRIME 6 2 COA1'S ENAMIEL � A � �. O . = o _� " � - - - - w- - -- - - - - - - - - - - -t - - - - , ! P . TEXTURE FINISH ALL DRYWALL WHICH RECETVES PAINT � ' iJ � WITH " IIAL� TROh'EL " FINISHj A , $ • O • jp � _ N ( � u�i� �— 'STDMG H£ I�RTY1 � �s ''-I" � Acc�4s '�AUE� TU TAiw - . � � � 202 C3 5T�.41 IQ t � +,y t` � '4 �` :� , � � ���r �ir. t: elrat �; t3t. s : � . � � . 4 - - ' � - �. � . QUARkY 'P1LE : 4 " x Ei " AMF.HiCAN ULLAN GkC?UY I1 , � qccEss ANEITOFAH . '1 � ��� - - � PRIMAiIVE ENCOkE � A � ��O . _ � I , Ii � � i _ I S.onn'S . A� R Ii . CERAMIC TILE : 4 - 1 / 4 " x 4- 1/ 4 " CRYSTALIN � GLAZED , 'i y� s � � '`�; '�''ti BY AMEitICAN OLEAN A , Fj . O � � � � I ' L . PARQUET WOOD FLOOkING : 6 " x 6 " OAK PREFINI5HED - ,� v'� � I � � N ' 201 I3 GK�AT 120oM _ TILES � A � B, o , m (� -- - - -- _- - -- - - r----� , � � � . , o n \-\ . " — — - --� . ----- -- . � - , - 'o SOLARIAN _ , . �� .J . VINYL E' LOORING . AItMSTRONG 11 x 12 , _ ___._ _ _�_ _ � ,L1 PKESS-ON ON TILES OVEk LA^tEX UNDERLAYMENT A , g . o � � 'h -� � ;� , , -" � ' � � - -- - r-- , �- - � - -- -�' \' A ^ / � � K . CARPET AND PAD BY OWN�:R . � � � �' `�13�d I \ /�\ / I sTo /.�E H�M'[N -r � �� ; StoNE �IU. �'JEt�W - . L . VANiTY COUNTERTOPS : 4 - 1/ 4 " x 4 - 1/ 4 " I: RYS'iALINC : f 3'-$�/'4 , ' \( , GLAZED , BY AMEHiCAN OLEAN A � � � d , � 5�_ p .i 4�- II �/4� ,t. �. p ,� 4 , �r 4�_ Q �� 4�_�,� 4 � 0., , �, c ., y y _ � „ ' �� � i .. � i .� . Z� \ ' 1- ' ' -� `'. . BAI2 COUNTER'POPS : 4 " x 4 " � MEXICAN TILE /� , � � 0 � � . � � � k � '�—� !, � � - ` i --- ,o ` . . KI "'�'116N COUNTER'1'OPS : 6 " x 6 " AMB� ICAN OLEAN '` - . •- � , � : ; . .ta�� Y � A �O. : - - _ * – - – ----- — –__ . ,'' 3 �{;~ - �;. � ° _ I I , -- --_-- -- � � = M\ � � I i �i . P. . I ! ', i+.iiWlekB ALLUWANCE F'OF2 DOOIt;� � NAL. i. CiF: $ 5000 . 00 , ' `! - - . �i � � J ' �w M I u . � �1 ( SATIN - B�tASS ) FINISIi� I� � a � O � ���'I ; �r - _�_ F___;_ ' ; . i3A7'H pI:CESSORIF:5 ( PAPER HOLDERS � TOWEL RODS , , � RING5 � SOAP HOLDERS , TOOTH I3RUSE1' HOLDERS � ETC . ) : '�S7oN£ �� 'u. 3E w -/ -1 �G:, �h¢d AS SELECTED BY OWNER . SATIN BRASS F' INISH� A � 8 . 0 � I � �5-� . KITCHEN CABINETS & BATFI VANITIES AS SELEC`i'ED BY � _ 7�- Z ' � 5' O " � 4=0" � .�'� p" � 4 ' O" I tl ' - Z3/4 `� �5�-0" t 'O OWNLR � BY SCHF7RtrH . A , B . o • � � _ r � 30=4 %4 „ ! . � NUWER RODS • SI�'C I N P� RASf, A . 8 .0 • - y� �. �w .,o fl - ---- - � . SHCWER DUClRS : I � LF. ElI2 SHl� t:i' Y Gi�I�S5 IN SF�TiN f�1�M5'S _- _ ` I�UUiC �� �. 1i� kI1 '''I) ' I, 1LiNG � /� � $ , O . I � i I3� �i . — _- _- _ _ _ - _ �.�_— - - . . . _. _ - - -' - '. — _ - . r- e EGI( I ' ,�. � _ . _ .� --- - - - -- - - - - - -- _ _ i _ - - --- - - _ - F _ �G�G ( coNT � NUEn DRAWINC> A `t , �`O O� 6 4��`�G ' SECQ D FLOO6� PLAN _ � 4 � ' � ��s � ` t ���'o�� � o � ' a - - _ �I - - a � FP � P � � _—'--T-- • � / G , 4 O t y r'-:4 . � . Pg � � '` -0����P 9�t . . o � �1 P��. a � i a,� : : : . -, �� ys�`�`so2"`6 � � �� � �F " P, � , � . � AP1�ROVEL� P>`( bwn� E1C . � � ���' ,��o�oPPO3.b�2� + , - ��6 OoO G03o�1R9 t �r' . f . �� �*� A3 nov . , e . , seo , REv . 2 ;;U 1 3 z , __ I i \ I --- — - - - - ho' - 9 Yz '� - - � Zx4 Pir�E RA �� - EAS6D i I � ?� NE TURNEA ?osrs �II,, � 5 '• g-�� , iG. '- o " �l�' G1�2j1 � APrROX . ZLp .� o .G 7� _ . - . .. .. . . . . . . . - . �— - - - � � - ---� - -- -- , � . I � _ � ( 2� , � , . O ' A � ' . I � _ ___ - . . 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F,S , O , e - _ _ _ _ 8 . ICE MAKER : SCOTSMAN 15 " , 1kSM 18� A . Fl . o • ' . , ��� b + � (: . COOK TUP : JENN AIRE CONVERTIBLE TOP - i'1tIPLE � _� % �--- _ J i _ - �`--- # 88851 6 1 GRIDDLE # 8 } 7b8 WITfI WOVO C095 . 2 GRILLS � r' r , < _ - \\' � � ' 70 � _ � � �it39353 , BLACK GLASS E3URNER UNZT # K99 osa Ma.sT��er� � , �zM. , � L c �jQYe � t I3 � '1 �t �.�l��pM — ,, �j ,2 �l � � �` VER & ( 2 ) 3 - - --- k ��� � --- - � � : � 1 / 4 x 10 WALLb & VENTS N , 6 . 0 . • -, ' �,h�� . � �, !,�' Sr+ow6ROao �e I dJ � � �s" uEbv - ( �� li D . OVENS . JENN AIRE M80 � 181 - # 4003 ELM WITH TRlht - o � (1 • KIT FOR MICROWAVE � 82 - 5602 BI�RCK GLASS DOOitS h d. � .ij ` � ;+ , � � � b+� P>LOC.1GOU '�' I �a"��"� 4' : ' ` _ , � \y, N � i � 1� 012 �VIQN . 3'. 5° n 'F _5'- 0 " 3,� � � � "� �I TRIM � A.B �O . � � tv+ - � - V � NZ CVERiFY s 6� ,— : 4 __ � � 6; . DISHWASHER : KITCHENAID SUPERBA # KDS - 18 WITH WOOD ` ` 1 r�FzO�/ I �vI..OG�OV�' -- �-- - x- r � � I � ' AS h2Gt.2 'O �ni2 I m a� i I, r ,i TkIM KIT) A . i3 , 0 � _ 1' . COMPACTOR : KI 'PCHGNAID $ KCS- 100 - B WITH WOOD TI: IM � � - ) _ _ _ t '--_, _ _ _ f �IPIG � EN 'I�S � '� 5�� ,�� 's•_ � „ � 4%a'� ' � (, '- � I %2 " KIT � A . 9 � Q , , � --- -- � . i' � � _ r , � I BAR RCF1tIGERATOC2 : AS SELECTED BY OWNEk . � t . T� Ar� UN �Y f0 ! �� 3'A \ � i ; i . WAStI�k : GENEI2AL ELECTRIC , TOP OF THE LINE A � 6• O � _ '�` - - _ - - t*tow R P�Um6rn�d ' +� � � i� ' �� I i ` ,., � � , 1 i � 3Y Ow @.R � '� ' �'Z �i ' I•D 2'L I� NI �- a I I . DRYER : GENERAL ELECiRIC , TOP OF THE LIIQE � � � oS � O • + , // =�`v � � l - '" ' � , 1 . FIREPLACL : ECHO COMPLETE WITtI DWRS AND FANS �1N1 ? " , � y ; �' i, ` ' � '��� � - � T� � � \ I FSREBRICK� A � ?S,G ,� - � � ' ���� + � � � � � ��.1i'.WCS SI� O �IA ,� � g�,� � Cs�r+��� E�v� �� r �D � � � F.oBiC '!' QrjF�3� K'�{�l2C.OM i 3i3 � ' ' "� — - , �- K . GARAGE DOOR OPENER : STANLEY , WORM DkIVEN WITH �p � - � _ _ - -- _ _ _ _ _ �,, _ �, � LIG1iT & RADIO OPERATOR A � MS, O � � � � uNEU =c+ j'41 r - - - ' -N ry c ' � /i ' ' � = Zh4 f R ANU N 4@ N �' p \ , .� I �p O -N - i � �({ �WSET G�G � � -fi. I � � -. `-__�. . ` _ _ � — _ _ - . _r...��i ; _ � S . . . �, � � ` � M s S ' � � / � � �� Sti0v�+6s 000R ��, �� . � � . . A . JBTAIN & PAY FOR ALL PERMITS � FEES � WATER TAP - _� � I ' �''�" 2�.0° -g' : L1 _�e _ � ; q � i ' 9" _ � 1 � '�* ��1� � � —� � �2�fOu 1�' 9 I 4 � . °y�On - � ` � �i U u - '�>' - �• i � � FEES , DEVELOPM �NT FEES � SEWER TAP FEBS , EXTENSION � _� �, ��3 4h �/ i �' �f7-�� 7- ` 4%2 �� - _- - � - - - = FEES , ETC . I T� � I % " � ( ~ _ f3 . PLUM9ING MATERIALS : COPPER PIPING FOR ALL HOT N� I • 1 � 'r ' � � E ; � �/ --- 'I�rcRS .iowc r ? WATEk , COLD WATER� DRAINS , WA5?E5 , & VENTSA�i �1fC. ,1�,� � �i� A �� ED�E �� j � � p '� �!" _^� � ' ' � _ - <7 'T C _ ' c..�SE ) � • ' 'ayV ~ i` !' • n GXTERIOR HOUSE SEWER P . V . C . ALL GAS LINES STGEL � Ii • � -#. " ` - `� 12} �i � Ni I 4 \ it �'�ND ALL HEATING PIPING COPPER . RA� I. A60VE -�-= - � � ' , A �� 5 � ���'a � . HOT WATER HEATER : A . O . SMITH � 52 GALLON FAS'I' � �y� / � �$� x � g�� �'Y _ - _ _ } �J I ' V 1��4P1G(p �C4Pi7eLMt. CeER ' I � RECOVERY GAS� A . FS.o , + 30� a e� E � �.CX� M ,� ���(�, � — "°°� , P�� N �✓ °�tl �wEN f I Ofl Y 12" SH£a.vi� ll . BOLL� R : AMERICAN STANDARD , GAS , 30U , 000 BTU s in , � 1 `�'�� L �04 AI HALt" .° � �j I A 30�j /� _ , ! I P. Au. uoSETs� 2UU , ODU BTU �AST IRON A . 15, 0 . 6 � , � t ' ` � _� o � � .� �j10 � � - - l: . BASEBOARD RAG7, ATION : � 10 " HIGH OUTPUT FIN TL' f3C � I+ � .. - . _ - _ _ - _. ._ - - - __ . _-. - � 7 (�� � � � -� , � WITH ADJUS'PABLE DAMPER5 . PROVIDh 2 TOE SPACk:. Z �6'� ,,, °• o" �/L9 � 4/ `; 2'- II '- I H6ATERS IN BACII KITCHEN � A � 19 , 0 , � ¢z }t� Gq p_yi � � � �ip V � /�� 11 J� __ _ . . .1 Y` P . CONTkOLS : HONEYWELL ELECTRTC CHRONOTHERM AU7'OMA`Pi .: ' � TiL.� 6Dt.E " e � CUT BACK FOR EACH 2ONC A . 1p� O � � a U , } � G . PROVIDL ISOLATION SHUT�OFE' VALVES FOR ALL E IXTURES � � - "�� ; � _�`� � _r RAi �, AP�OVE & APPLIANCES . PROVIUE DACKI•aATEi2 VALVE FOR HO'I' "_ j —_- _ v ` J{ i oN --' C5i"^, �LL'` � � � wr�Teit HEATElt� A„ g , o . • 302 A T I KZ �a a / , ( - -- � � � / ` � � ��, - - _ P� wa pqJ'K ' _ �-/ �_ � - �` � - �� .� M 'ILrn� 'UP 36'� A30VE F� � '� °� - � � - - - o �9 Lo� � 3o E3 I�A -} 09 � r� l��aoo►�1 a• ' ' - � � i: �; � . � � ALUMBING CLXIURC� : � ,, _� H . DISPOSAL : KITCIiENAID , 115V , 1 / 2 HP WITH SS BLAUE� � � � � �� �+ - -- _ _ " & SOUND CaVER� A � � � O � , � J - J ��, • - � I . HOT TUB SPAS. ; KOHLER SUPER SPA COMPLETE WI 'PI1 � r "� ��', PUMPS , DRAINS , THERMAL COVER , GAS fIEATER SOPPOf:'I' � 42" 2�.� � � � SYS'I' EM ( 160 MBU ) , HANDRAIL , SUP'ER SPA 'PABLE� A � $. D � � V J . STEAM GENEI2ATOR FOR SHOWERS : MR STEAM MODEL � ! ; 30 o OF �.F� - __ � � ,a } 80 , 240 VOLT COMPLETE � A � �, O � : � • ° � � S � � __ � K . KITCHEN ;iINKS : KOHLER , SROOKFIELD I� K- 5942 COLUK , ° -- I� • 8 , 0 . �A : , _ _ _ . _ _ _ _ _ _ _ _ . _. __ � _ . - --- . _ - .. WITIi SPRAY I _ r a . 3� -� - - - - - - -- ------- - 3 . 6 ' - -3 _ � �- _, , i } , FADCEI' : CENTURA CHROME WITH SPRAY $ K-6895 A . O � O � - ` O f; L . BAR SiNK : KOHLEk GIBSON $ K- 6U25 15x25 C:ULOR� A � P�.O, en� � � -i" � � � 1I _ � FAUCET : BRUSHEL' 24 CARAT GQLD $ K- 11930 � A � PJ� O , ? r, _ � _ DL ?1ASTER BATHS : 1^� - �N vl . TUB : KOIILER pK- 792- 5 STEEPING WtiIRLPOOL WITfI C � �`' `6 , i s ; �_" ' - \ ' ' _� YUMPS & JETS IN COLOR WITFi ALTERNA E3RUSHEll 24 � '� ' ' ' - o , � � 4.�., I �.0�3 0 � � �'� I � ~ _ _ " � O � A1tAT GOI.11 FAUCET 6 SHOWER HEAD � WITH UOAL ONYX k , �4i� � „ � i � �' NANdLES � A � 1J � 0 � , '.ln �'J � �' � � �_ � � „ ` - - 4 -� i a/t 4 � 0 4 0 ' - 4 - 0 4 �• 0 4'- 0"_ _ 4 �. � ., � 5 ,_ � ,� co = s , � 3 � 1 � UPf Ele PA12T ?F _ C�. R � LRVATORY : KbHLLR MANS LAV # K- 2S85 , COLOR , WLTH I - -� {� - k � - - � .I' - ,� � # - � �_T --_ __. _ , _.,._ � � , BRUSHk� D 24 CARAT GOLU FAUCET � A . � � O i � I ' � Cr . . ` WATF.R CLOSETS : KOl3LER $ K- 3 � V0 - EB WELLWORTH WATEk ' ' � +� u I' ' • � 'o GOARD , COLOR , WITH ELONGATED SEAT IN MATCIiING -.�- ---- �. '�_�4' _ _ 4" � li _ ' = � COLOR . HANDLE 24 CARAT BRUSHL'D BOLDJ A , li � O � � � 2(� '•p " , � ` ' _ .!+ I i 'J . OTHER BATHS : _ _ � ' ,\ TUB : ,,,�OHLGR GUARDIAN KK� 785 - 5 a K- 786 - 5 , COLOR , 'm LAVATORY • �KUHLEIH # K- 292QLCASTELL,�GS AI^7D DUAT ��NY�X I �: ' ` . . r FfANDLES A � S �m . ���.._ ,, �^, " . - -� ��- I - - - -�-- �a i � r '�a Sd� � I ,, �. j � . ..-` „��� - - l . . _. � �: AkAT BRUSHEU GOLD EAUCETS e� ONYX HANDLES , /l � � � r7 � � 15 ' � r 1�f� �r�f WA7'ER CLOSE`� : KOH(,,ER # K- 3500 - ESA , COLUR , WELLWOR'Pfl � _ Z � 4 � - '� k 4 d" ` 4 '_ O" � ¢ '. v" k 4 ��"- 5�/�'y' l^]ATER GUARD Yil 'PH COLO1�Ell 6LQNGATED SEAT . HANULI : �-_ -- - V � -.� Z '�4 � t ;: 4 CAkAT BRUSHED aQLU� A�� . � • , r ZB '- 4 °/$� � k ii � . �. . :'�l , i. I.; I , I: CTRICAL WIRING TO fiiE COPPER . ` � ��� v �s . '1'V lv1ItING : 3U0 OHM COAXIAL CABLE , TERMINATE NEAk � GARAGE DOOR FOR CQNNECTION TO PRIVATE CABLE �`O O� :iYSTF.M . � i: . INTERCOMM BY NUTONE OR EQUALJA . �.� • � �`aG � . '+ LLOWANCE OF' $ 30U0 . 00 FOR LIGHT FIXTURES . ALL I � !' RtiWIRED , AS SELECTBD BY AWNER . INSTALLATION BY ` C:ONTRACTOR� A. 9. 0 . � / 4 " � t ' - 0 ' Gt i' . GEVICE PLA'fES : METAL WITH CRACKLE PINISH . COLOk r`' � � `s _ 'I'U MAi'C❑ WALL . DEVICES TO MATCl1 WALL . VGf? 1 [' Y T H I R �� � L 4 O R � L A 1 �1 ,� G ��t (��`�0�� a0 � * WI 'I'�i �) F�JF. R � A � � � 0 . �' . _ . . . —=� _ -___ -- _ P Gr � a s � ' ►� / ♦ ' FO �1 - - —'' ° ` �1 � �.PG �� j ,;..,. - - � ��. e � ; i; f7l;RAL r ' i � 1i , _ A9O v , � 6 .�� ` ` A-�-.���;h o � �t 6 � P��. o �► f , ' � °� a p� , g . ; ALI. MA'lERIt�LS ANU EQUIYMLNT SFIALi. B � I� YYItUVCU BY Tli , �o � � ,.; � ��f� OOp *�p 62,�0 �' r w , i !f � x,.` 5� I .i 1� � � OWNEk PRIOk TO ORDERING . SUBMIT MANUFACTURER ' S CU'1' , � SHBETS , SAt1YLE:i , ETC: . , A:; i: L !.� I; IRFi� . p� � �t� �,O `� 9'�� r' �, : nG. , " A , �, O , = APPROVEA P..,Y owNE 'Fi � 0P�` �� 03�� .� .'�; „ 6 O • � 2 O '`��-'+" ' .� „' , �.���o A 4 ''4t� ,$. y, -•-,, : . �� �����'„ �`' Nov . ie . � eao, KcV 2;±p`g1 � z $� _ . 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I I _ , . . . . _ . . _ ' � .. . _ , i i - \ —. . `� � ! — �.-frzUG7u f2.l� t_ �aF� . � _ _ � I � i� - - � � - - � i ' � �I - - �Y �16. � � , . , i ;� ;�� i � ` � _ - -- - � ' I M I -�NOO P_I�.A1_K.� �C4 + � ,�, \ i _ i � � �` � �� i3 Et�-t, � � �' — � � i — �.J t7 N - IJLTUKA IS �..o. MG " � - - - - - - / I � \ % -- _ / p, i - � t t I � - � SK�(LIGH 1; ;' ' -_ � � . . - � — ' - - - � - . � � � � ` I �; � – ` � � + — o �l - ST�GrU12AL ►rK �: , f� �/ , I ---- - I i � � , � � � . ��,� 5���� 6 . � � �\�\�G s �rNi � � � � oQ � �z � � � E� T � Q CEILI NC� � � .� N •P ��'` � � ! P�'��°�P , � ° � � . . ��= i — O * �` PGE � � � t ,� � ,. _ ., , . . PS � t, �( V ' ���`- g � '6� • ' , ' ',;�, o b �t � ��. a � _ GdV�ItE G � ,R �,a 8sa��o,�,d JP * s � � ,�►tflles�,r�. �ti . � � � o o d' •� , .. r � �� oo rpo 622 � u�c� ;:;o. , � �► w . /� � pJ p�t�� Gp�.3�q93� �.°;:- . �. ,AM16 QOO . 90 a .4 .� . . . . . . ... �� A �; �I � � . ��� Nov . � e . , oeo r¢cv . 2 lo Bt , �/ZiB � I I ., 1. NOTES �'ENSRA 1 . L1ve I,oads Usad in Desigr. : / . (07 - lu /._ ' � A . Wind 30 p� P � - - - - (° 7 - `J - - -- - . l--- -- - - - �-- - - � - - . . . . . - � -- - - - - B . Earthquake 2one t 3 \ - 2� I .-/44o - 9 /Z - 2 'a '/¢ - 53/4 2 � 2` '- 7 �4 -- - 5/4. 4 � - - - II /4 � 1 � � � 2 - e �4 4� 2b �9 4 C . Roof �5 ppf Fc 1tyQn P , � ' rI4 n� 3 - - - - - - _ . _ 27 - 3 � - -- -- , - y._ --- -- - --- - ' --- - - _ 11 2 . Concreteg 6�15+ af +620��fl ��roatatic reesure over 25 hi h . i 53�4 ' 4 7 4 � q � 4 �- b 4 - L 4 - ��¢� 4 - � 4 = 4 � 2��4 4 -4%4 4 � A - � 4 �- � 4 �- 6 4 � ? ��4 ' A . All concrete Eor cast-on-eiYe wrk ahall be made virL stnne a �� regate and � �b ,4 �r � k ,k r r r � .� �v r .}�' -� ) I � , Q � i ehall deoelop 3000 pei compressive atrengtA in 28 deys . �EXCE►T AS NO?QO � �, � ��' � � , I � I ¢ � /a � � � � B . All rel.nforcing bers Bhall be ASTM A615-Grade b0 , encept cclumn ries , benr; � o , I ' '� P2oVIDE 6 -'ta vezr, V✓ "'S riES � ��. � A � up , -� i � I 4 I �� , ,,� I ¢ �, � � I stirr s enA emhedded plate anchore which ehall be A615-Gr. sde 40 . we .. ded �l � 10" O. C . UfJDER GOL W�4-I /e�c � , � � 3 " wire febric shall conform to ASTM A185 . Headed atuds shall r.onPr�rm k� ASrM �.� �. �� , Ts ��t�or ' ' c}, - � �. . � .z � , . ; , t�\ � _ 4'- 0 .aisl C - io45 A, B. I �� � 4 � a108 rrlth 60 ksi miniminn tensile strength . � I O . I I ' � TYP. B�ZACING .2- L' ., 4K3x �z ' � � . � OR /FSTM 449 � - � � � � j � _ C . Concrete Hrotection £or Reinforcement ( unleas otheraiae noted ) : _� - � LLBB (GRD So� o2TS SxS� /B I � � y -- - � - -- ' - - , � ' ._ _ _ _ _ _ _ _ - - - - g' COiVC. SLAES ON 1 . Concrete pouzed aqainat earth 3 " 6,'� , �9 , ' I � '�nIHEELItvG TF 125 - 2/e S'fL . o � \ � I ' ` , 2 . �onc�Seb�s or emall�B but exposed to weather or1el/2ho . - ''� i� u a � �-�°I CoN= - DECK REINF SLAB �// o • d \ � -d, o O i - p r 4@t2 " o , C . E. vJ. ToP � bo � . - � - � - � �� � F � U _ i / � e . Bere lar er thsn NS 2 B I ' i �n d� � w i GontG . To PSE 400o pSC g N U .. ,. �' wb 'x25 � I ¢ , rs bx6xYz � o o � �I Ql M 1 LF I � � - I � 3. Coluann , rv) , qirders an8 Deams ( principal reinforcement , i ^ . N _ � � �O Y � �. y ties and stirrupe ) � - � /z �� � � ;y 0 � / " =� ,a' m N � 1� - - � 'm i � �I � a _ .... _ _ _ _ _ _ � _ _ 4 . Slnbs en�i W8118 3/Q " - �,, K 7 _ ' t�. � \ J N I �i � �� I ♦ 1 f o W _ � � � y_ � - D . No � splicse di reinfotcement ahall be mtde +uid no welding to reinforcing � � � �' ! � �'' N F / I � � _ ^ � r' Ca.� T, �I' ` � � I U 2�� ��NT � $ ahall be permittad except es detailed. or authoriaed by the sFructuial �t �J v a� , � t �---1��-� � I � d ? �j � I 3 ongineer. . Lap eplicee , where permltted , shall be e minimwn of 36 bar R ' �- � � L" w �" z � � � 1 ¢ �" I � diametera . Wire fabric rei� forcenent must la one full me.ah plus 2 ° nt � �� � io �iay '�- e � � � � I 3� 4 - m �� �' � �"� w � 4U �� " � but not leas than 5 " , and shall be wired to ether . Meke� � Q ai �ie and end lape , 9 � ' � � �i * I _yJ '� 1 � N d' � all hers continuous arnund cornere or provida corner bare of equal slze and K U �o"T.ii@ IV"o. C. ' y � � .} N F�uE - I + � O � w j p N FLUE .1 er+ °i- I►9 �o 'r � � -� F spaci�g . �' i � ' �� g � �., 01 .91 x -- I 4 E . Detail bare in accor$ance with th• ldteat editione of A . C . I . ui < y 0 � ¢ "�� i li o � � �� i oo A ��I - i -, n J � Detailing Manual and A . C . I . Building -COde Requlrements foz Reintoraed - ' "'� -- � - �- - . t �� `�r � � � � ' ° - -- , � ��r � � '� � i� `� � � i .�:�� TJIG1�.�� p . L � �� �7 ::, � 103�4x28 �2 u" M�� � � ' o- I o �� � WIB 40 "' � Concrete . � - � . � M � WI�Wo1 6Elo.� � - � �� _��' ` '� Qf ' � I �I - i I �„��I £ on�theeplansac. cesaoriea necessary to eapport reinfozclnq at posltiona ahown � ~ ' �`' � sp - 1�I - �� �t �`" � ! G . Place 1 -k4 bar Wieh 2 ' -0 " projectlon nround all openings fn concreF.e with �aLlO �(a �c. 22 �2 � r _ _ . ;-rJl � If�" o � � i _ W : 6 �c„ I I ! i iJl X3 ��SHUTE r y d� l � �- �- \ Q, i \� , �, ." G�OTHES y 1! o N ��� N ' 1 -Yd each tece in concrete 4 " or orore in thickness . � � � � � ; h . Slabs and baams shall not have jointe in a horizontal plane . Any atop in T. 5 . 6xbx %q, i � ' M '�i � TS ` x� x �4 , � � � MI concrete wrk must be made at center of span with vert�cal bulkheaAa and �- 4 - . � � I ; �� J - o I _ aerdetai�ed oras approvedtbyrtheeArchitect�ll conatru�ction ]oints sMll bQ . ;� - , ` � � �� ,,-, L .! I � . j y � ��p 26 � � 3/,� � I �- � I . ContinuoUe bar8 in wlls , bea�rta and qrade beama shall be epliced at m2dapen U � f 3 , ' GL � 03/4 'L 22 /2 � , I � _ � ' ml W /GX31 '' � for top bars anA over the eupport for bottom bare . - � y � ¢ � 9 �4 , r � - �� -� - � � - - -- -- - - - � � � .7 , All stirrups shell be 2-i3 snacezs for lenqth oE stirrup apaalnq . �- �� � i 5� ��"O �"'� � � _ ^Q � X. Concretr wall r� i.nfnrr. ;.nn shall he k4 � 12^ earh way , each face ,inles= � � i � �-' -- I _ O N ' � ' otherwi =�. �, � . ted . � � ,' � ` - -�. : - � � � �z _ . I - � � � 3, O i I . ; � . , .'� "' 12 'r� iG� Ib" o C . �,�� � 'S /4 � 38 - 9 /L �' - 3 . Scet 1 : S � i�- i%q M�''' - - - _ , `� „ _ � � � - -- o -- --- _-. _ _. � '4 y _� _ - - -- - �i o y - ' s - ► + � � _ �� __ __ q3�4 '4 ap � � � EI I -o S/ � � A. All st. ructurat steel shal l. cunfa� im f �� AS7`tn A36 i:xcepr piQe eolumnc which � i� i - i ° sha11 conform to ASTM A53 ( 6rade 8 ) , anA tub� shapea wfiich ahell conform to � ^ -� , A51T1 A500 , Grade H . � 1 � 31 � . `� SIM . � ! � ��,, Z5i q�2 - �� 53�+ � � H . 9tructutal steal shall be detailed , fabricated and erecte& in aCCOT�lance• ��' � �! �3�4 „ � 1 3 - - -- - - -- - - - - - - - - - -- - - .� with lat.est gtcoviaiona of 1►. I . 9 . C . Mnnual of 3tee1 Consvuction an�j � - -- - - _ - A . I . S . C . Code nf Standard Practice . iQ- . P _ _ . . _ . . _ . _ . _ _ . . � _ _ _ _ _ 1 _ ___ - _-- _ . - - . - _ __. __ . __ _ . __ _ ._- _ � ' G � LSe standard Rsamed Beam Cbnnactione with 3i4 " Q bolta ( nr �wesaed - � � � � � _p � equioaleat) �mless othervise noted . Select conae�tion� to aupp�>rt onwhalf � _ 4G�- I �% ¢ _ _ Q $ - 4�4- i � � 3 � the total unifore� cepecity for each given beam and s�an . The e€ fect oP L40 - � �q- 2 $ - 4 �¢ I concentrated loads shall aiyo be conaidered . � 'f D . 0.11 weldera shall have evidence of paseinq the A. W . S . Stan- T? OOF � � � .M, 4NG PLAf .i '/s'�° � - � dard Qualifi �ation Tocts . P,vov •�� � ; �„ z > - , , , . , ,, � - � � .�� � yr i�� ,.,�„ r /' t A1 E. Connections made aith htgh sc �. . , a + � - � � 7 �, lts sha ] L �,nform in all ,�� , . J . � Gl__. � N L� �L � Q � � I� !"11Y '� � N � � L /'� IV �8 � � � 0 \ reapecte to the curlent Spec ; f � � . � r ,. � c •- ., : � �, - a ] .i , i � � .; �, esi. n �i ASTM � PROVIDF NDlUZ , � : >'-n cd /2" FF A325 Bolte as endoraed by A. I . S . C • Falt � HT OF wA�� @ F� UE F' . Steel Decks � AND CLOTHE $ SNlJ7E. � 1 . All steel deck ahall be erer� e .. _ . . ., :. . ., "- . + . , , , � . ,: i + . � ,1 ,:., . �. ma.u �. ,. Yr� c � cu ;�ei ' s � , � sugqested specification . ,�. Q �' - �� �- . . . 27 - � � 2 . Steel 3er_k by other menufacturers may be supplied in lieu of that ,� ahown proviQed eection propertiea are slmilat to tAose �P deck NoTE : �=, I � 3 � � , _ 5 %¢ Zb: ,� �/ epecified , and iE approvea hy the Jlrchitect . FaFn: � S F- 4 . 4 " 2'7 - I /4- - -- - t2 -8 � 4 - -- - 4 - _ 5'��4 Nor SKOw�; �y � 3 . Deck aupplier ahall provlde all edditionaY f�taslnq ea required tor FoR c�nki'v I � I _ � � �, i � � � I ' � , i I openirtqs throuqh deek . ( 111so note any apecial erection grocedure� or 14 i3 '.io /q ? . r� '� L 3 • !� S- fo 4�- 8 4 - 1 �2 4 � 4 "'_ 4 - L �4 � 4 S 4 - 4 3- 6 3 - fe 3�•L 3 •b 3 -IO /4 ,�^ 5s/4 - - - . � . . � � -_.,�-- - . _ . . _j ---,�- cer�, � trements . 3 q _ � k t � k -�� , i�--�-- - �-- -;-- - , � . , G . SeF ni , - r � - tural �9raui ,^. cr- �� fr , n =� i 7 r> r tinles , e ,`. r . � � 1 :s 7 7� % �,�� _ io /q � l � I a . wo�:: �. �� .�I � S � i � � I , T4P BRAGN: , L � s Sx3zVz i � � LLBB �50K� � , �zT� � zbie'-j'g A . All a- �n� 9 � c_, r st. r �ct�.iral. framiny shall Le st�. rrFS - qraded , kiln diced , DoUglas i1 - � -- -- _- ' . � . i �I Fir or Larch . Gradinq aha11 be as per " National Desiqn Spacffication for _� , � %- ' I � � I i Strese�raded Lumber and Its Faskeninge° by National Forest Produote+ � a _ I I Aasociation . - � ���,�;r- � .� n�X�, � �i 1 . All joists , beamm , col�na and headers ehall be streea-graded ^NO . 2 " . � � �� � W rOx39 '�, r = I' i ; i ` I$ i "�uf �in 2 . All 2 x 4 vrall studa and plates ahall be etreae-graded ` 6tuds° . � N �'�, i _ _ _ _ � ��, tv � � _ _ - - _ 3 . All wall platee larger than 2 x 4 shail be stresa- grad�d "No . 2 " . � Q � - I 4' M , � �� 4� �� , 4 . All blocking and bri�iging may be strese-graded "No . 2 " or °tio . 3 " . �' � N Q G � . ' B . Provide 1 x 4 cross bridginq not over 8 ' -0 " on center for all wood joist.s �� � N I 4- I � � and solid 2 x hlockinq betr+een joieha at aupports . - -- � - -- + iee I' i , � w ioxa9 �a ; C . Provide 8ouble jolstt under all paztitiana runninq perellel to joiets and � 'd' I G� g �4X � q � I ; q ,T � I, , . _ . solid blocking Detveen joista under ell partitiona rupninq perp�nAicular t_n � _ _ � i � . LaRfi+ated Beanea • joiete . _ _ _ _ xl0 � iG."G C . N • 12 <oNC . � °-' � 1 . All lae�inated membera shall be Pabricated with lunber of one of the . D . Timber connectors called for on the dzawings are ea �eanutactured by Bimpsc�n _ �! l � � Wn�� I following speeiea : Weat Coest Douglas Fir , tiestern Larch or 3outhern Compsny . Oonncctors by other �eanufacturers oey be uaed if tNe load ,.�� - �'='V"�'- � I � � � '� F�E '~_ - - . . ~ ; �� Pine in a "24-F" enmbination , Architectnral Grede . � capecity is equal to or qreaCer tTian [he oonnector ap�cified . QOe �� = - � r � � -- '� � � � 2 . Laminated m�bers ehnll be detailed and fa6ricated in accordance with manufacturer ' s furniehed neile and bolta . _� r, -ap , 93�4 �� , L 8 19 ��2 � � I I Che etandard epacificetiona for the desiqn and fabrioatian of m � � � Q strur.tural qlued lacdnated luaber , publirhed b the A. I . T . C . and the e . All col�anna ahown on the aLructural drawinge ehall be contlnuoue unles� Y obherviee ahown . ' ' � � 2' x � o � i � � ' ' " ' -----i- I � a ro riate lunher zoducere ' association . �� � � , , FP P P F . Fasten all wooA members aith commoa nails accorAing to the USC Sehedule � ,, Z Cc.oTr�E� % pRFr.;, �,- ; - I � ! 3 . Alloaahle unit etresaee required for dry condition of uee for unless oGherwiae noted . � �� � �� i� � sHU TE � � % �� � c ! combinatinn 24-F' laminated mem}�ere are ea folloMa : } _ „ __ _ __ ,a �, _ �, G . Plywond for roof , wall and Plr�pr aheaChing shall be IIFY71 Grade-Tradenarked � , � �^ a , Banding 2400 pei . and ahall conform to stendard YS 1 -74 of the Ameriean Plywood AsaocidC;on . t - 2 Tc exaaiq i I �L�i�F, GONC . WA� � _ c�3/+ �� ' "MI � b. Teneion parallel to grsin 1600 psi Rinq ehank naile rhall be u6ed on all reof and Ploor aheathing . '1'hicknesa r� W/ 5@ � 2" E• W. c . Compreaelon parallel to grain 1500 psi end nailinq ehall be ae followa : � EA . FAGE , d. Horizontal ehear 165 pai Die�+hregme : Plywood shall be 3/d " at roof and 3 /4 " et floora , placed with � i -�' I e . Compreaeion perpendiculaz tn qrain 450 pei ( teneion face) 8 ' -0 " dimension perpendicular to epan of fceming membera anc7 with end �, r; ,y _ j%a x19 ��� O. ; i � and '385 psi ( compreasion face) jointa staggered . Nail with 8d nails apaced at 6 ' alonq panel edgee anA at. r in i d p� 4 . Laminated members ahnll be built up usinq 2 " nominel meterial . 12 " at intera�ediate framinq members . - - ► / -�r I i 5. Lae�inated member sis.es shoan are net ; other mmbec eizea ere nominal . H . True-Joieta shall be supplied by the Truse Joiat Corp . and be erected in � �� � accordanee with the manufacturer ' s rrcommendatione . All plates , blocking , - OPEN - ��� �"�� ���� - � 6 . FounddtlonSS hriAqLnq and other. rel ,� t.ed iYPms nnie�i " by 7'-� " s}tall 6e furnishr� hy the = � r s i I „� -._ �. in � sr <'or �� . � _ � _ � i � I !� . Soil detn vas teken fran recommendations set forth in Report R13359 by C!, e �+ �J _ _ _ . _ _ _ _. _� � r i - nnd Aaeociates , y Inc . , dated Jul 6 , 1976 . J . fl . � M IT H I H , 1bt�1 loed eoil bearing preaeure need in deaiqn : 20fl0 paf . � . C . Bquivalent Pluid pzessure uged in wall deeign : 40 pcf . CONSULTING ENGWEERS p , � D . All dimensiona on atruotural draatngs shall be checked against ,• 1` , , _ � "� . . ,n�� � ' architectural . . � �,r '. �425 BaENTwOpp SraFE , _ ` ('. ' r � E . . Architeet' s approval muet be aecured for all eubstitutions . �,� ;a� � � ° • '.� SuRE �5 �NV � S LAKEWOOD, COLORA00 B0215 O � _ L _- _ - _ _ ' P . Do not place backfill aqalnet baaement walla until beaement sod first �{, � " 303/ 232 - oaeo 6 i I i [loors are in place . $ '; 7 1 3 !; 7 , -, '� �G` �O� � � G . Verifp all openinqa throuqh floor , roof and walle with machar�.tcel and �; � ' � J s ; � r �\�G , 4, � ;��- � 2 � -� ' -4 � �__ electrirs7 Q-nnr �bf 'tti8 latest ediCion - nf the "09H11 Gnnatructlon Standarda" !\ � ehall be complied witk by all contzactore , fabricetoro a.nd suppliers . � � ' � - � Gt `�� � ` rg I . Durinq erecLion of the buiiding , the contractor ehall be reeponaible for ,r\S � ,\0� O ♦ - T� I, I � , � ` �j � � �F r1 �y�' . �. � �� '� � !- ,, f % _ , �-' temporary bracing to withstand all loeda ot ahich khe structvre a�ay be pG G P � P 1 �' ` � r subjacted , fncludinq lateral loada , atocl�pilea of ma�erials an& equipnent . / � �l �.v. Such bracing ehell be left in place ae lon ae me be r uired for safet a � r �O �PG , � �< S ��OF CO(�� . �'.?v.'Dt �snziz. •4x.3 '-o �; iL" Er. 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( 1 I o � � � � � � � 1 ' o '° �� ' �1 � ,�E II l ;� ' � � � I TRACT A I '�1 1 I LINE ; I ' ' I � / / � w ti i w �1 % � � ° I III • � I I� I I o ',1 , i 1 I � � I I � y � '� ��\ � % ' � I.O PINE i I � `.' � �� � � � � � � � O � . � I . S PINE � � � 'y�' � '� � �� � � � - �� 0 � � ! � : � � � � � � SEWER MAN - \ � I I I ♦ �HOLE � \ I �i , � � il i RIM 8286 . 6 I �I � . � � i , � INV. 8272. 9 � � i I I � i � � � � , — ` � ' �� � I \\ I � i I II� I ` , � � � ,� , � � " d� I � ;� � � �� �, N 4 � 4 0 ' 1 6 ' W 2 7 7 . 1 4 FNO . aina cnr �. s.'�� � a�a � � � I � � /� �� i I' � � i I � � 3e3 ELECTRIC R1D. 4� WITNESS CORIrER W � � TRANSFORMER PIN 6 CAP L.9 .r12586 � ^'� � V � LOT 7 W� g .��g SURVEYOR' S CERTIFICATE J � �99 I , Dannie Corcoran, a Laad Sutveyor regiecered under the lavs � � � a o f t h e S c a c e o f C o l o r a d o , d o h e r e b y c e r t i f y t h a t t h is topograp h ic � W � � survey vas mede by me and under my supervieion , and that [ha ,, , , ,, ,,, � � O survey ia accurate and coraect to the beat of my knaaled�tN�� (,p� �U, ',: � � � ���.�' `as�a�: � 1► V 0 Date : �,� - � - � ` � p � 1 '� '�1 � l.> • Dannie Corcoran = � 9 - " " " " " ' - ' - - " " " " " " ' - - - " " ' - " - ' - - - - - " " - ' - ' - " _ " " " " " " " ' - " - " ' - - - - " Colorado P . 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' 6 THROUCqHOUT °ROVIDE I " DP TOOLED N / ZEINF, ��- S bJAL - I O . - OR SAWtJ COf.1TR� �_ � OINTS l' ', 5�' � MAX . � I . � qS IN S �GT, 5 I _ � I , _ ' , Q _A%� N WPY � T`! PIGAL ) � I _�� � � — � _ � �S � ISl � � � m � +r� � � � �_" � � _ - � � ' O O v� � � � � � � 3 0 � _ � , � . °a � 'I r, D. C �J • °Oj c I I �. F. = 1� - Y� - . _p � - 2� ;� I / _; Cp I i � � '. : O - I ;/4 � i � � � I • 4 ' O. F. = S - °o I� 2 � 0 �� z O � -��p = � . ;y SLOPE CqAIZAGE SL.�. B yTEv ?. 0. SIAB -- °- C� I I � Q � � STEP T. 0• K � � _ v = vLY �O - _�� R �RAINS I AND T.O. SLAB � � I - - - I � J Q � � � � N . 5 �- 0 lo'^ -� 5�- 0 8 - � g ' ' T• o. F ,: i� - io�4 , � o — - — � � � � .v;,, 4 � ',_ - a �. = �' • u',4 � _ � � SCL �y � � ai_� � � � z � 2 G ' U �' 2 - VB21FT FL�VAToR o� r � � � � r � I '. 0. SJ� � � I DIMENS' �t-1S n T � - r ry W � � N ' -Yp_ ,� e�Rih� r , c � �� M,�NU �' - ? UKER 10w0 DBV810pff18fltunl O O � OF GARA�aF _ � — I i �� �� � � '. 0. w . = °o� - o ' Plan Build Health F1re � � V � 4 0 - , � o ,\ i . _ _. T, GF. = 2' • Cv o . � _ ❑ ' � � � . J 4 6 = ; �- -, GW : � - � -. p 5 _ : � proved E7 � ^ ❑ � � p �I Kl — � � C = i . L O --- - - 0. � :, �:ed � � � � � � _ .._ L � ly f J �IS � 1 "� VJ . = 10' . Co � O \ I ' IT �' W ' ' " �' m � I - � � � -- � � I ; T.o, F. = 4 - C� _� / � 1 r ,� F. _ 2' - � � ' O.W - o - 0 � . O � .9 � T O. W . ° � - 4 I Validity o` Permi' � J � � � S2c. 303 (c) 19 U . 0 i, , I N I _� (%� � � � r�� :ar,ce or ra^'ing of a pc�rm�t cr apPrcval of plan�r an . i G. N = !, . o I . o , . °o � "I °o _ ' _ - . .��� ��a!! �o! bz construe� to be a permit toi , op - C . S;Ag ' � � i u; , anp vie�ztion of zn of thz provisions of this ccCe � n - TO W . = G • o - ' � I � � o � �`� '� �. ;Ga�•/ cthar ord,nan.e of the jurisdication . The issuance oi , o � � m I I - � W - � � ,—J _ , _ _ � . , r ecifications and other data shaU �`__ � � N � N � � '� �5 ,-. � F • = 2 - C, 'I - � " - . o � a 4ermit based upon plans, sP � � I n.,, prevent t he b uildin g offiGalansmstpeciflcationsQan dn o the• • I � � _ _ II u;rraction of errors in said p I � I dz•., ' i a , d 4 � u I I � ��; � � iF � � � To� �d - 'f ' a '� � r. o: F. = 2' -C� , I I `, a :J . = b - o - - - ` o. F . 4' - � I . I - dra �vr by iG2 !v I O � � o. W . _ ' . � � .� = " � � I ' I , 1 Q • ,ecked bY _ KR�- � I I by � , � i -- � -� TO. W• c o 'p � � �{ ' � � � �ued G1 � � I l °i2- - - � � = T• o.�F• = 4' - o �- - � Y� � — �;-, � . �i ii SCo �e �� isions � I � � �� � � I = '�; AL ! SSIJE '. "I%Z8� � 2 i SPREAD FOOTING SCHEDULE ' � � � � 9 � _ � TYPE SIZE REINFORCING � � � S � � � A 8 �- O xU �- (a x ' - 0 SE� SEGTION /s5 Q ��J - #9' S x l�'-%� �.oN4iT. � - --- B �I �' O X C0 � CO x j �- O ( l ) - � r7 �S x (a �-O rSUtJS. - . 9 .^'ju 'di , p D � /4) - �t5 's x 5 �- (0 '-ONGIT. � PLAN NOTES: I C 3��0 x (0�' 0 x 'i ' O i "1 - #" g� s x 2 �-u rR.eNS. , � � p i_ i � � � � � i � � � � i i !4) - 1FS� Sx4�- U LON(11T. 12 � � 8 ' IO Z ' O � ' Pj P� Z "O .D - O �j - O �D ' .j g - 4 '� � � 3 � � 7 , ELEVA710NSOFCONCRETEFOUNDATIONEIEMENTS TEDONPLANTHUS: D 3 ' O x r7-O K I - O � _ � 5� X 2�. r� TRJ, NS . � TOW - TOP OF WALL TOF = TOP OF FOOTI s � P � � I �I `t' ' O 2. STEPS IN TOP OP CONCRETE FOUNDATION WALL ICATED: �— E 3 � O X 3 -OK I �- O (4) - ik5S x Q �- (l EA . WI�'( - - - -- - 3. REINfORCE10' CONCRETEPOUNDATIONWALLSOVER4'-0' TALLTHATAHENOTOTHERWISE � SPECIFIED WITH r5 BARS SPACED AT 18" ON CENTEP EACH WAV, CENTEHED IN WALL. , ' F PUN DIM � 9 �' r'J� S !� I �L �� EA � WAY 4. CONTINUOUS AND SPREAD FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION �— -- y � 2�- ox2 . oX � �- o ; 3� _ �5�, x �� �- � � . �Y FIRST FLOOR / FOUNDATION PLAN � /4 " _ � ' -0 5. DONOTSCALEDRAWINGSERWISE. � � i � NORTH � - i . . , - - -�`4 .. 1 - .1�'i 1�I I I; �i�l�iln �S� R� �ISj�/�i CONNECTION SCHEDULE: .- . ` � � v ti.'M:;`� % -: ..,- �� . AO SIMPSON HHU614 ` � _ �4� ; BO SIMPSON U214 ; � - p ^ � ''S/ONAIEN�'0���\ CO SIMPSON WNP212-2 slo ed 30. 5 skewed 45 �'�"'/I/��;��p1111������� DO SIMPSON GlTV3 .51 7 'indicates sloped 39. 8° �i� g 2 5 1992 EO SIMPSON HHU210-3 j.r-� FO SIMPSON U210-2 � m GO SIMPSON A35 z � _ -� - HO JL3x3x3/16 x 5- 1 /2" W! 121-3/4" � THRU-BOLTS EACH LEG - � � lO SIMPSON PC66 z � Q1 JO SIMPSON ITT3514 � � � � � � � KO SIMPSON TP35 z � N � m � LO SIMPSON PC64 � � � � m `� � � NExGAV:� ? ED � � � �1 OM SIMPSON U26 C � XO O m m C J m U I �" NO SIMPSON U26-3 � � J m X I OO SIMPSON H5 Y N a Q O � PO JL4x4xt /4 x 11 - 1 /2 " W/ (41-7/8" � THRU-BOLTS TO BEAM, (81-7/8" � x 5" EXPANSION ANCHORS TO CONCRETE II t QO SIMPSON HU212-3TF f / gM . � KT, t RO SIMPSON HHUS410 W � SO JL4x4x1 /4 x 11 -1 /2" W/ (4�-3/4" � THRU-BOLTS EACH LEG � TO SIMPSON U210 7 �0 '] � } � i � OU SIMPSON P866 � '0 — IL � �JI/ 25 _ ! �, �, ` �� _� Q � ���� � �- VO SIMPSON THA218 ,� r� _. a t .�..F � r ' >.1 � � WO SIMPSON THA218-2 3� - ' ,�j ,1 OX SIMPSON ITT211 .88 . .. . L" '., � ^ P — � � �'� `7 � � � t J '.,'J .� , y _ 8M . PKT• � � � - - - - y , ,- �— �IF • i '� L � � 4X � L J � ��'GQ- �� I ^ � =?12er. � 3 :AR ✓ � ti_ 2 �4 � r ! I "1 ' - I o �/4 1 _ I�l" ��"� ' `, r, � ��-� �°" �,p �� ��¢ � CJ %�� �1' � � .'b V 3 �� � � � m.l, �%�'�� � i :���� ` ��� ,:f�'� . ,ti���'� � 4-`' J �� -�.x�- L I _ i �2� � . �,. ;�p � _ � � I _ . 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Ij I _ _ _�'� revision�, 'L1 �+ � . _ , _ — �,,;1 �\oQ" I i � � � .L�d`� �� I—� --� — ', � 3� - � �%4 �X `� ,�i �-�' — - - -- -� � � 2 o�kOU � � FTERS �"'_'__ 1 -,— — y � - - --� —' T CA 4., ,..,� � rs r� i — r—� ! � T P I L� � ;, �_.; � � �:, ,r „ ��� ' FV � � ' � � � �� � i � Lti��\�,c�'l — - - -- � L�'7 J�tr,�'� � — � ` i . _.. 1^ '.. i � . . _ � - -- - - � 'f � ( �� • � , � � � � t _ . . _ —_ . . . f a �,,r: jl t1 � , � � ,� J EY..-------.-�. _._-�-/'�-------DATE_ �---•- --..:: � shaet PLAN N T�� 1 �. WOOD STUD BEARM(3 WALLS ARE INDICATED ON PLAN THUS: - _ _ 2. PnSTS BELOW ARE INDICATE�: � NON-CONTINUOUS POSTS ARE INDICATED: � ROO F F RA M I N G P LA N � I�} ,� = � ' 'O 3. RAFTERS ARE 2x12'S SPACED AT 18' IF HEM FIR OR 2x12'S SPACED AT 24' IF DOUGLAS FIR. � � NORTH , . „� - , - ���� �'ENERAL NOTES : JOB #9202-05 b . INTERIOR LOAD-BEARING WAILS: \� � � � 1 . Inte�ior load-bearing walis are minimum 2x4 studs @ 16" o . c . with 1 /2" - 2 G ' +'�`:' x DESIGN LIVE LOADS : gypsum waliboard both sides unless noted otherwise . 2 . Provide ( 21-2x10 headers over all openings in wall unless noted otherwise . � l •�� ' Roofs ------------------------------------ 80 psf ,,� 3 . At beam bearing locations in stud walls , provide multiple-stud posts equal to „ ///��i�sii;N,Ai,,� " � , . . _- _ �,cc� 5rue5 � Ic� ;� Floors ------------------------------------ 40 psf width of bearing member unless noted otherwise . = " � '/z" PLYWd � � ,; ;� " :: � a9Z ' Decks ---------------------------------- 100 psf Stairs/Corridors ---------------------- 40 psf c . FLOOR CONSTRUCTION : � Basic Wind Speed ------------------- 80 mph (Exp . 6) � � 1 . Provide 3/4" thick APA rated Sturdifloor rated at 20" o .c . , tongue and groove, , _- 2x � T�nTec i� � DRIVE - PIN � � FOUNDATION DESIGN : exposure 1 . Glue and nail panels to ail supports . � ° s�'p' � � ��0n m STonIE ToPPINy � � � a . Design of individual and continuous footings is based on an assumed maximum d . ROOF CONSTRUCTION : - � � allowable bearing pressure of 2500 psf (dead load plus full live load ) . „ , � _ ° ��� � � r b . Footings shall be placed on the natural undisturbed soil , or compacted 1 . Provide 1 /2 " thick APA rated plywood sheathing rated 32/16, exposure 1 . ° - - - - - - = Z structural fill , below frost depth . , 2 . Provide wind/seismic anchor at supports for all roof joists and trussed rafters . � � - � • `I Q m a Soil conditions and types shall be verified by a representative of the soils Unless noted otherwise, use " Simpson H5" metal connectors . S r o N e T o P P I N y �. I � � � I� engineer during excavation . � � � � � � m p� � e . WIND BRACING : � Z � N � � �1 ` REINFORCED CONCRETE : � 1 . Walis over 6 feet long which are sheathed with gypsum wallboard on both - - - - _ - _ _ _ _ _ _ _ _ O � � � m � � N Ql Q] � � _ , T � a . Concrete design is based on the " Building Code Requirements for Reinforced faces have been designed to resist wind forces in accordance with Table 47-I - - - coNT� 2xio �ZIM ' - - ' °� i '' = ` - � � 0 0 � � Concrete " (ACI 318-89► . of the UBC . � M � m b . Structural concrete shall have a minimum 28-day compressive strength of 3000 2 . Screw 1 /2 " gypsum wallboard to all studs and to top and bottom plates with - Li L � p Q psi . #8 x 1 - 1 /8 " drywall screws at 7" maximum spacing . � J� _- 5'/ex ��o'/2 y,L . Y � a Q C7 � c . Provide continuous shear keys at vertical cold joints and where shown on 3 . Exterior plywood or waferboard wall sheathing is required unless specifically �.-I� `" " � 2x12' s G Icc" eiPPe � j \ drawings . deleted by engineer. , f-�I d . Concrete shall be ro onioned usin T -o s�or� , Mir� . p p g ype I cement . Admixtures containing pePTH = q /� '� I�' chloride salts shal� not be used . STRUCTURAL GLUED LAMINATED TIMBER: ,, e . Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. a . Materials, manufacturer and quality control shall be in conformance with AITC �o x c� PosT � 2 1i2 �� , � � . p �� f. Anchor bolts for beam and column bearing plates shall be placed with setting 1 Product Standard PS 66-82 , " Structural Glued Laminated Timber" . _ 5 � templates . b . Laminated members shall be fabricated using Douglas Fir in a 24F-V4 _ -s� �` g . Expansion bolts shall be located at a minimum of 6 bolt diameters trom � combination unless noted otherwise on the drawings . - - - " ' fi � � l l l � � concrete edge and spaced at 10 bolt diameters unless noted otherwise . c . All members shall be Architectural Appearance Gra de, un iess in dicate d I �i � - i � II � , . - h . A l l e x p o s e d e d g e s a n d c o r n e r s s h a l l b e c h a m f e r e d 3/4" . o t h e r w i s e b y t h e A r c h i t e c t. ii � � - ,�� , i d . Protect members from damage or exposure to moisture prior to and during ' ) � �, ; � � I r �2'� � GONC • ° IER W� ' � � II REINFORCING STEEL : construction . � I -m F-- _ - - - 2 ,� � Spu �S �d � � �) - ik5 bV,}LS x o 12 �� e . Adhesives shall meet the requirements for wet conditions of service . ` -�L I I i�21i P �-� Wr�. # 3 TIES K 'Ca � n , a . Detailing , fabrication and placement of reinforcing steel shall be in accordance f. Do not camber laminated members unless indicated on the drawings . C To� �• with the ACI Manual of Concrete Practice . Mi � - �+ �r AND Bor. _ 4� - o � b. Except where otherwise noted on the drawings , reinforcing bars shall conform STRUCTURAL STEEL: - �` to ASTM Specification A615-79 and shall be minimum grade 60 except ties , ,_,�_ _�, o �� SIMPso IJ ' A36 �� �E �ilr� o� � � field bent bars where permitted by note on plan, or bars to be welded , which a . Structural steel shail be detailed , fabricated and erected in accordance with the __ - 3/4�� o z IZ �� A g � Z �� �- �A . Srut�, � up. i � ,o gor � W/ i shall be grade 40 . � most current editions of AISC Specifications and Code of Standard Practice. I G 24 �� ( P �ro � � IC� d i.1AI �S ��. . A IJ �7 P��L� rH iz Ll `� I c . At splices in� concrete, lap bars 36 diameters . Do not weld or use mechanical b . Structural steel rolled shapes, including plates and angles, shall be ASTM A36 . � I 2 � � S � _ 3ce I I r� splicing devices unless specifically approved by engineer. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B �c4 ,. ,� ._�Q � � - - � �� -�-� � or ASTM A501 . � � d . At corners, make horizontal bars continuous or provide corner bars . Around �, _ _ SC.HE�. wiDrN openings and steps in concrete , provide ( 21-#5's extending 2'-0" beyond edge c . All bolts used in steel framing shall conform to ASTM Specification A325 . of opening or step . Anchor bolts and bolts used in timber connections may be ASTM A307 . Bolt � � ; e. Except as noted on the drawings, minimum concrete protection for sizes shall be 3/4" diameter unless noted otherwise. � � - I reinforcement shall be in accordance with ACI 318-83 . d . Typical framed beam connections shall consist of pairs of 1 /4" angles using the 3 jz�� _ � �- 0 � 5 s �EI�T � ICr° • • . � @ f. Welded wire fabric shalf conform to ASTM Specification maximum number of bolts called for in Table II-A of the AISC Manual (ASD 5 � G ,-¢� �� �,ay -- • � 'a" I F� Ninth Edition► . ;'i� , i A- 185 . Lap welded wire fabric a minimum of one full mesh plus two inches. � � _ � Laps shall be wired together. e . Expansion bolts shall be wedge type with the following minimum embedments: , � 1 � � � O i I�• 1 /2 " diameter ---- 2- 1 /2 " . W f �2RUCTURAL WOOD FRAMING • 5/8 " diameter ---- 3" ��5 � _ _ _ - --�r , Q z ii ii 0 � 3/4" diameter ---- 4" �� a na 5�� J � � ; a . Except where noted otherwise, all 2 " lumber shall be Hem Fir #2 and better, f. A d hesive anc hors ca l le d for on t he drawings s ha l l be g lass capsu le type suc h �l; To� �F y;AU. � and all solid timber beams and posts shall be Hem Fir A� 1 . as " Molly Parabond " or " Hilti HVA" anchor sysiems . Minimum embedments, �, �, _ _ � � ( To? �i �s o«.'_-! ; Ll- � � b. Studs shall be Stud grade and better Hem Fir. if not specifically indicated on the drawings, shall be according to the �'��s �' - -- 2 ' I . � = O a Top and bottom plates shall be Hem Fir #2 and better. manufacturer's specifications . ' � �I � J d . Provide solid blocking at supports for wood joists and rafters . Within floor joist 9 • All welding shall be done by an AWS Certified welder. s aces beneath li h . Dela aintin within 3" of field welds until welds are com leted . �� � 0 O p so d or built-up columns noted on plans , blocking of area Y P 9 P � I � � I� � � U Iequivalent to column above shall be provided . / ��� r�� �✓ $�� ` ` t e . Built-up columns consisting of 2x4 or 2x6 studs shall be nailed together with BACKFILLING : �� 1015"5 � �b � � _ � _,J �' 2 rows of 16d nails @ 6" along each stud . - - -_, f. Except as noted otherwise , minimum nailing shall be provided as specified in a . Do not backfill against retaining walls until s�pporting elements are in place and � f � Table 25-Q " Nailing Schedule " of the 1988 UBC . 2x6 studs shall have (3 ►- 16d securely anchored , or adequate shoring is installed . 2 �0� ' 2 / ' � '� '�' \ � 5 ' S �RT �, i C, � ~ � , nails each end . b . Varify type of fill with soils engineer and structural engineer prior to backfilling . �- � � _, : ? � I Gr�.b i�l �p;,� Q � g . Unless noted otherwise, steel connectors such as those manufactured by the � '� � -� 4 Simpso� company shall be used to join rafters , joists or beams to other beams R T� ZGi , �3��, � at flush-framed conditions . Connector conditions not otherwise noted shall ^� . -_# r� ny��g ,� � � utilize Type U or Type HU hangers of a size specifically designed for the a . All grout beneath column base plates and steel beams at bearing shall be non- � ii � � � ' � u _NI � member supported , as shown in the manufacturer's published tables . Contact shrink, non-metallic type grout . I/2ii I � il � s 14 1"1. I , S - " 2 �, ST�.n� L I (o �� -- ) `- � 4� Io � _ -_ � nZ � � j �° structural engineer for details as required . � ; � '� h . Manufactured joists shall be designed by a registered engineer and shall be ' GENERAL REQUIREMENTS : P ° I� • • 2 ¢ �- I I i4 � E C equivalent in load-carrying capacity and deflection criteria to TJI 25 or 35 series � 0 � c joists in the depths and spacings indicated on plan . Provide blocking , bracing , a . Structural erection and bracing : The structural drawings illustrate the .: � + . .,_� web stiffeners and other accessories as required by the manufacturer. completed structure with all elements in their final positions , properly supported � - '� � i . Micro-Lam ( M . L. ) laminated veneer lumber headers and beams shall have the and braced . The contractor, in the proper sequence, shall provide shoring and �� �-y .: "'-_ __ following properties : bracing as may be required during construction to achieve the final completed � i , ; ; , G ' i0 �� 'i 4� 5 � • o � � Flexural stress ------------------------ 2800 psi structure . Contact structural engineer for consultation Inot in contract) as , M * � T r Modulus of elasticity ------------------ 2 . 0 x 108 re uired . � �i s �=�T' No�iZ psi 4 . C I f i ° G T'�b I W A w � � �a n%�% i U. 7'0 d Tension parallel to grain - ------ 1850 psi b . Existing structures : If co�struction adjoins an existing structure, contractor � d�aw�, by I2 � F _ _ _ � � v `� . ' 7. I � O Compression parallel to grain ---------- 2700 psi shall be responsible for verifying dimensions, elevations, framing, foundations i � Compression parallel to glue line and anything else that may affect the work shown on the drawings . W cr�ecked by �RM � ( perpendicular to grain ) -------------- 500 psi Underpinning , shoring and bracing of existing structures shall be the � � Horizontal shear ---------------------- 285 psi responsibility of the contractor . , � ss�ed �cl23�9 � � ' Where more than one member is required , each member shall be fastened to c . Dimensions : Check all dimensions against architectural drawings prior to � adjacent members with two rows 16d nails spaced at 12" o .c. construction . Do not scale drawings . �ev�s� ons P�.Kla 1'AI.�� �,li� _ • - - d . Construction practices : General contractor is responsible for means, methods, .loi5T5 � P�lo � =INAL ISSUE : ��28��12 FRAMING NOTES: techniques, sequences and procedures for construction of this project . Notify � ' � o structural engineer of omissions or conflicts between the working drawings and i � N a . EXTERIOR WALLS : existing conditions . All methods used for construction shall be in accordance I °o - I �` with the latest edition of the UBC . � � 1 . All exterior walls are 2x6 studs @ 16" o . c . to a maximum height of 12'-6" , 2x6 studs @ 12" o .c . to a maximum height of 14'-6" and ( 21-2x6 studs @ 16 " ��.--. # 5 r�Wi�s x � I ---°---_----�--._v______"_ q to a maximum height of 17'-4" unless otherwise noted . � 2 . Provide 1 /2" thick APA rated sheathing (plywood or waferboard ) rated 24l16, Il�i°o f J I ' S - � e 4 ° N� I ��.�'��� � ¢� P � ��> ._ � ,� F-; � � . � �vu o �Y �'..1 � J Z`�a 'l yj � A � �'{ exposure 1 at exterior face of exterior walls . Block all horizontal 'oints . H 3 . Provide (31-2x10 headers over all door and window openings unless otherwise 2 , ¢ ST�p�, � ��, I� -�� • _ /q. � � ��� �, i srieet indicated . 14 � ' q3 h i � � � �j�q i � 4�" � 4. At beam bearing locations in stud walls, provide multiple-stud posts equal to I I _ o - . �' width of bearing member unless noted otherwise. U - � , � BY. ----------- i .- � _ ; ; � � . - I -�- --- -.DATE-- � - �' ---•-- - - l= - � 10 4 � -t �'- �' �' - 1: �. I �/ 2 �� � ; � • o `' S5 t 3� E� • � 2°0 � � S.E S�GT 4 /S4 —� 21 � - I13�4 � �— . —¢� . II. , � ,� _ u3ia l ----- # 5 �1Ji_S x 9 - •�v , ' � 0 � q.' _ o �n ,�,e,u!uru��uur,i --- T . 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C� F��Ll�t.l��� ^� � � . ��1 iT�c.-r �c�T� N[� S PRUC_IE C�� / l \ � ) V2!i�ity a' P,nnit � . �c�ST1NL.—� u�wN , �r'I� E SoP �a��'"�1_-�-�� �STiN�� ,�s�� / �\ Lyl / C.' � Gev�.1N +W� � � v R����s��a ,ce or gra�ii iq o� z pe� mit cr appreval % 1� I . . . ' �n,s s^aii rni be cons'rue� tc t�e a p�; ` � � �ai of 2ny vicls: e� e" ary ef tne prev�sio �( � ur : <ny o�qs; o�d:nance ef the juristlication. T Io l A�—P �N� G�1W��i� ` -- � 1� � _ nit baseC upon plans specifications and c $� �j ^o; pravent the buiitling official from there�fte� r ��I INC., A��t�l5 �orreciion of errors in said plans, spacificatii �f L-�'� I�t�o , 2� �JIL� _ J � , i I ' � jata. " 5 �. - . � � - � 3 `;; ; ' �N � �.s � ,�� �� �s� # � . : � �% � � �,,� ,� ���'��.� � ��P�.,� ai � 5 "0. �. , �xi`�i irvy �wN . - - ��--- � � � . �/°� _ . . `�r;�;� > > , Y — • �: / � 3 i,lPiN� �vizt�ErlT � �* s Town of Vmil . � ,� _ __ _- � FF�cE �oPY M LAND DESIGNS BY ELLISON , INC . - � 10(� \k BEAVER CREEh BLVD SIiITE 22Q A \%ON . COLOR.4D0 R162r1 " ✓ � " P O BO\ I '�9 � aVON . COLOR.aDO 816'0 r � P O . BOX �!i77 1 � V.AIL. COLOR.4D0 81658 T � L � � � � � 3031 9-�9 - 1700 � � C �. � � � � ra � � 3o; i ��a�, _ ; 3sR c� � � � � � � � � � � l w � � �= ��T�� � � � � oa� �o_ r-ro�Wr rz� Hi ^w or.i acc� - � c� oF r�2 ��� cc.rTSOE o� CDNC • t,J,�l.l_ 3 - d-+ �ncs\ Q � � W a P,c��,oc-� ncr�2 t-c�K. � Q SY5"TL`�"'I O [�r�IC.NO2 f�OLE O�l cNE. 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IzE�. �°Lbi�N� r�r. � � rr � i �� �n = i iz 424 r � � �� .� � i � 3 / 4 " = 1 ' - O " SECTION OF TRASH ENCLOSURE ` :: , � � � � � � - 2 I ! • LAND DESIGNS , " BY ELLISON, INC . IINI W . HEAVtiR CRIiLK RLVI ). � ���� �� ��1G�� SUITF. 22U � � nVUN . COLONAI >U k162(1 ' A."f?7�C.�1 GG��OfL GC�P`t� • � F , P.O. ROX 12i9 _ �� � .t�z�t' � �'"flyX s2F�mNiNcq �,1,�.L uP nvr�N. cc �� .c �Kn� >c > xir,2o � 4�H ��, ��� �. � M4Tf�1 �+A� / 'I���— � � / � e � �� AtA�TfoN N.c � i�c �xza�� � VAII ,. Cf )LORAI)O 8165R '(f.�1 � �l°� . 75 'fW 1 ?()? 1 y4y - 17(NI -tw �� .o ' �iCt 1� D � � � � �` t� I AX . � �117 ) y4y - i? li�i e 1 � � . � � � � � �, 9 � . s � o . � � o e , � _ � oo � - , _4 � o ��p ��� � O o 9-�,-��.� �0� 0 �� ��� _ ' , 4 v�� �0�O�^ I ' _ r� i � � o � ; - - �'�a q� s - ��� �` � � � -_ ° � EX�S'ffN�--) C� � - _ . � �� ��. o - - W o , , a , �-0 - -_ � L� a , , �- � J n z o � N ° � ° W o 9 � i � � � I O � 1 � -o N o _ • a N } . \ � . w Z --` � � �. �I�iTNc.� �+ n�ric,� ° � v � . N � O � � � a � � " W � � � w � . � J i � _ � � Q �--� - W > J � . � ..1 c�i � } �-- a a � m 3 - � W a . �- I LL t H o ' � ' � , . � ' o • � • � � , � �� � � � � � � / t)ATE:�/ I ��i`� � � APPROVED F3Y THF � TOWN OF VAIL � / \ ; DESIGN REVIEW BOARD REVISIONS : / . DATE: , a � �Gt • a � � PLANNER: � I � � I � l � �_ � PROJE('T NUMNFR :�_ , S<�ni .r.: yg� 1 =0 SHEFT n 1 = 15 '28' 33" � I � � 1L � R = 148. 61 �.s� in� KOV �;Mr: N ; � ucnrioN ce �. 7� iF� t ,�n�rE: L_ 40 . 14 �p�Ol � 1 �S j � ��� � F I t; eieby certify Chat this Improvem� nt Location Ceztificate vas piepaied T- 2� . � 9 oiN � rqp � ��� f � t cMa a aSSOC. _ , that it is not a land FourJD LC= 40 . � 2 , . >. r� o. 25ss �' � I survey plat or improvement suzvey p1at , and that it is not to be relied CB = N 88�� 3' 44� E � � � � �, upon for the establishment of fence , building or other future impiovement � / �� ,� �� 1 i n e s . � �y,� � �-� � p /� �� � � 1,� . I further ceztify that the improvements on the above desczibed parcel on � ��p r`� � �� ' J this date , � ii9is2 , except utility connections , aze entirely � vithin the boundaries of the pazcel , except as shovn , that there ace no '` � encroachments upon the described premises by improvements on any ad � oining �� �� `'�• I � � �c� prem ises , excep t as in d ica te d , an d t h a t t h e r e i s n o a p p a r e n t e v i d e n c e o r GO o . U p sign of any easement crossinq oc burdening any part of said parceI , except ro �c � (� r� as noted . � � � �, � y_� � 4`� \ 2' y�P , op t Wa� � Date : //- �• � z S�`- � � ' . � �\� , y �, ' � Stan Hogfeld �p��� � � ,y; I� .�� � ,�r. � A �r^ �,�, � Colorado P . L . S . �b598 ELE !'. Tk..,; c - , C) ' - 2��. �J Q " �/�' � . . . _ � LO T 5 �,l,ti � � � z ���,,., ,J _ � 3.6' � LONC. • � Y� �„� �L-�` �� 4. 00� — � p .. . . �RIVEWAY 9`'. �� �� �,`? LJ � � ° I W � . . E- / ll R 2 , . �A ��e- � � �y 34 � - 5 � 3 S� � c ' � x E,. 4' F OuND a' WlinlF �`.� . . r:ANT. , �m. - 4. 4' �ry s �9 '� � � �,��+ � � 32 �' � D j3 �� ��� � CUF2NEk PIN & CAP � � _ _ ( �- � � � ,�^' u�l '_ � . �JC. 17 �FE . � � , � � v � � ��P. O � � `1', � I . Z 83 4 a. �,.JR �. W4.J�. � - �p � � � G � � S � 3l� � ys.v . � �o.� \ . �'n. � 8341 . 2' / �O 0.8' 9 � � � i °` A �-- \ �� (�' 3 4 �„�, � � �� 4s � 9c� , z �\, . 5' 'v � ,1 � O �' --- � . 3� c� \ �1' � 7 � � 4 � R � �L �j \ � \II) ' � � 0 , 1 . (%� �iiNC . � li �1 � ' � �� \ 8344. 2� � ^ Pi�_�Ak 280 � 'J � � 3 3li . (� � � 3 y `' �� /� � ;� - �S6• � � 8336. 6' � . � �6 � � :� � 8348. S' . �� C;,_� � - 0. 8' � � '� � � � �,/�� C� -' � � � _'- ,TORY WOOD� FRAME I _ � �Q\ J �� / BUILDING � . �, SuNOeR coNSrRUCnoN;, � SCALE : 1 " = 20 � �\ ir � ,. �G 1� , �. �`� � �3, a� OECK \ � . : . rl ' �V7 STQNE Rf � 4iPJiPJG � • /y ,U� ° . ,� wn�� , r��F . ; � �p y' a� 'c . `� DATE OF SURVEY: 10 /30 /92 , s• � � � ,ti`:, �, , ` � _' `� y� �,�^��' g� � � �- -, n'�� � � RFT. WALL FXTENCS � ps '�� �`S� � . - �� � �I � � . 5' OVF_k PROP . tirif �`a -0.9 � � . • „ q. ry CptJC . � \ ; :^�� /lj PAL O S4, 1� �� �R �� � � / O,6's l� �' � � � �f \ �� LOT 6 � �'�" � ^ �n2 Ai;KES � 95U I- A�Pd✓A � C. . LOT 7 o C; � �� o � i 1 � l� / � TRACT A cl � � , �� L '1'�h /�� � 0 ���i �9L / IMPROVEMENT LOCATION CERTIFICATE LOT 6 NOTic,E: / VAIL VILLAGE , TENTH FILING �.���� � . . ��i-_ ��According !< <,!'�i��rado Iaw you �r�u;t ccmmence ony legal aCtion base�,� TOWN OF VAIL � �s v on an defect in this surve � within three y ° � �" + a .�. "•-� kA �� 6 & 24 � a ;,_ f_ - � 4L P Y r Years afYer ou first ,, � d � ; , ;� �disccver s���, �efe�t. �� �o e�e� t, �,oY any a�t,�� ba5ed �P�� ��y. EAGLE COUNTY COLORADO EDW'ARUS, G0. R1632 ' .defect in TlqjArgiirvey be commenced more th�n ten years from the, . � ( 303)949- 1406 ,,� �iate of the certification shown hereon. 4.39 � h��� i�OV 9 1 1992, �� ` � \ \ LAND DESIGNS \ BY ELLISON, INC. 83 � �`` - 100 W . RIfAVI '.R CRl:I .K RI.VI ). ' ` _ -�— SUITI'. 220 A V( )N . COL( )RAI )( ) � I l,?U ` �- `_ P.U. RUX I 'j�� , �� ^ � —" :1VON. COI ,OIt.41 )O 2tlt�^_I1 ._ �� � 1 e a � P.U. ROX 2fi77 � VAII ., COI .URADO x1653 � , \, � ,� � ( 31131 949 - 1700 1 , � � � nx : � �n� i U4y - z?rc�t , � �� — . \ o �'\ � ' ' -F----_ � � �JO(Jn ) � DD A/,� 1 /� ` \ � v \J O O ! )�`�� .x, �� (_ � � V � �" �1i7 —���� � � BJ � a � ° � 8�� � p 1 � � o r—FE S3¢8 ' " � II` � Q ; ���� Q �— � � � � � � 0 � ° �-- W o , � , � � � � � �� . o � _ - ° � � N F � _, . j W z / � � � ---�-- a�z� n° i o e � N J � O Q � � � � a � � � /} � -' W W \ . � 1 ' s > J � ; _ � � � � � � Q � � � � - � � � W J � . � � ( ° -, u I `-_ � ' J �' Q } �-- � � �� m a � 3 . � � � � � W a . � . � �— � � � � I LL / H o ,_ / / . , � �, c - � � � � °' � , �� � o � � / � . � �--� �_ / \ �- � ' l � � J � . � � -� � � / pPPRO�� BY THE llATE: � � �� � � TOWN �F �A I � � � � ' i DESIGN RE��� BOARD � � • I REVICI()NC : 1 � i � �9� � \ � '� � \ Dp7�: �--� \ , 1 �\a � PI�+.� .�, � �. 1 � i . � � J . � � , ��----�' '_'�� � \ _ � � - ---�� J � -- �--�,-- �--/ " , t�ttair:� °r � � ��n ; �it- � tic ni .� : : '!S"= 1 'o" SHI1iT: LAND DESIGNS BY ELLISON, INC. �'fS'(rN�-') � �1�IGLl� II)l) W . 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' o e � � W / � v � 0 0 ( , � '�, a � � a � � � � - W u, � 1 � . � � � . J � � � � - � a �, � � � -� �: � W J + . , � � � � ' � J c�i , � � Q } ---, ° , � �� , m a � � 3 ' � � �, � . � W a . - � . � , � � � � ! I � � I� N' �o/� , �_� / L / U I � / YJ ( - . � °' . , � � � � J � �� � , � � � � � � � � . � . �_ � � , � � _� � � I > �T [ : D � �, ' I \ / \ I , ` � / / � \ � ` I ' �ll_� � � � � �� C . �V � � � � � � � � � � � \s � , � � � � � J . � - � � ,�---f. '----�--� � � � - - - � - w � � -- �'�--- _ Pltc �Jllc ' fhi ' �11tIJt G t w � w S( �AI .I `.: y8 = I —o tilllilfi . doa n �\ 1 ; _' _ _ _ ' - - f , % � - '? ;i KRfi1 COCJSULTANTS , INC . ` ) �F a �u � v� H = P. O. �ox 4 �72 'nEETNO. VAIL, COLORADO 81G58 cn�cuu�Teoer lcetit DAtE ' � '— � � 'I '_ (303j 949-93� 1 FAX (303) 949- 1577 ciieci<eo uv onre scn�e Av4LA1J ` HE I_ �Ari � 1 '� r I kPa = 20 � '� � ST DESI %aN HT. oF AVAL,4uGHE WALL MVST E�GEEb FL.OW ` ' o �� �r.rs� P NT . BY CO FEcT FoR CLIMBIf.: Ca HEIGIHT � � ` < L o�H ��. AT NaUSE LoGnTioN % J r'',�°° McAN V°- LOCITY = 30 vnP � FL�W TH � GtN ' 6s = II � CLIMd� �1G kT = � � IMPA�T rz.ssu� e = � so P5f J P = 0, 5 P„ I. i3 sr�ess ihcz.ns : r-oz i !nPacT 2 , 0 Folt 'AoOO MEMaFaS 9 SoUTN UTALL OF kITCHEt�I : 1950 * _ . � 2 � a : : n = I �I � � l._. _ __ �. soP•� Y. '' --_ 25� �j 2 = IL. 5 � - c �=5ic,u 2 � � i — - I-- - __ _ = 3,�.k� g,� K� o � f"� ` 25 � 0 k - FiF � v � — - - � �".� ��+ P�IP.TS � _ �� ' � , 7� 1a �0 ps{ = F' 1 � " I�� m �? = 7� 3e -� D :si.�u : n ) ,,' � ; ' I� � _ `� _ _ aLP. s > � -�? o� P!ALL � 3. �� " j_ ,k = , , , 13 � TO I °� � �". 217�'ac � > =_s'�_,N P-0iJDL : STC' IP '• � 222 M = 1 = � '1 '- � _ ' y,3 .r_ 3�'(0 i � 380 -4+3 o = I ? 2 ' WAY 3=NJII.1Ca : �j, = � � > �si x 1 � 33 = 3�5 Fs�i � . M = 0. 5 ( 2�q � = 15o FT - != sR = o, ; � s•; _ ' �—�,t" t = o. s � " l2 " P2,�o. �-,�.o q � l^!.�. LL°� .� I.IVI !J �.;i C:�Ji�1 � SE2VEC °_ cl�t7 ?Y �� .L = � � 0 W = (.95D � 9 � � ' Z, qk�F M ° :u, :a � ' jF �J�l1GLU51D� S ' �. � � 2 : 3 , 3 k - F DESIGu ( 3 � ' � �(t !�I . I, . � �, c. i5r ,, : `��`.���:piO �R[G/Sl��jf%I, A • T ? '� � L , I�'� • !.� S � � � � FJ ^. !0 ' = 1TN = i' SIDE 0 � h. IDyc \p�.�.°��( R.•�,�:F9�/,;j ' . ,'U ��F, c`��,' p g � a '�.. �� M , ` � ,, �� e = �nai �, or- _ o ,= ; Aa�_� �' r � � � �_� � .�; , � \ � ' qy ` � . ,.. , � 2 _ X '� � 5 C' I :� �: ., : ev � � °_ EUT �=.� �V�l�'�!'-9: � � '` .,� ,^ �.._ . o :� ._ � 0��.•., ,r .,��� \�' . . . . . . , . . . .. . . . . . . .. _ . . - . . . . . . . , ., . . i //i��illllllll!i11\\C�`��; .. _. ... .,,,.. . . . � _ . . � I JOB L �..'I � TU QES � � � \� _ - -f i� 0 � '� � 9 � KRM CONSULTANTS , INC . P. O. Box 4572 sneErNO. 7 oF Av.di A�.IG � = VAII, COLORADO 81658 CALGULATEDBY IC2u1 �ATE 3 � 3__7_��Z_ (303) 949-9391 FAX (303) 949- 1577 GHECKED9V DATE SCALE OPTION : �XT=_ND CoNG �=T , STEM !� ALL UP TO TOP op STOUE VCtil �c � % 2 . 2 k�p � R � � t � � M = 14. 2 k - FIF I #,2�2 = 7. � K - P oeslc�u (2� - OI �Iz M. L, 'S � -y lq5o ' N r 43 "/F � ¢ , . . � ; o i� it pol !a75 � 2 , ar�F — � �� � �, ; = M ' �. ¢ k - ��F 7, 4/0 = 3•"7 k - � �c51aV � _ , n � (2) - 2XID5 � I � � 3. 1 `�F ) I � t ,,,; � , >o � KRM CONSULTANTS , INC . J�`� �'�� � T � zFS � � � �.i � � - a .- � � ,J P. O. 6ox 4572 '"EtT "o. , a� �' VA � ,4UCH = VAIL, COLORADO 81658 (303) 949.93g1 cA�cuureo ev _ I� � M oaTe �13 f� q Z FAX (303) 949. 1577 cHecKeoav onTe ___�_ SCALE REVISED AV� �ANCNE DESIG� fJ : HoUSE ^ + � . ` M � VED DoWN NILL '7'0 9 ?O ;p � C�A eA � � �i�- 9L�1 '� 40 � HoziZOwTq�.LY � 10. 2 � �_ew �� ,� ,`�� = 47o t 355 � Z ° 4 � s ��sf c�? 63oC� i.n�'h,�.�e' ��{u-2-t-�- 8 3 0(0 � ' �.� d 3 4 0 � .(�» . �� „1 .�.SU.a,e ELEV IMPACr p{z�SSUp.� � V �( @ 832g ; 830 (p 413 a3za �og � s'-o J�.a � 8340 l050 � �� SOVTH WALL p� kITCF+�N � N021z , SPnN � �— ��r—_-.�.,__.�_ i" r — _J--_�r_�G.=—]'�f - s' 5 -0 � Z ! � 1z � � - 5 �-0 � o � '�{ D CI � . � ?.4 !J — .C-2C. r�lYV�-f4J1�JiT, 't:JS.�n,.�!'Y..!_.t —_. I � ; � ovERTUeNiNC� oF Bvt?RCSSES : a.7 k �j — � • 5K �' I7 � (OK + 14• 4` = 38 . 5 �` Px = 13e cauc wn�� P LeNG. 501L Svo�l L 7, � k' e +o �<f rn• `r I Mer ' S8°� k — F �..�9.a.f, • ^" P �"tR = 38 . 5 �3, a3� + �G �t13� �, 63� t (p3 , 4 � L. 1� = 2`1 � k - F _—� � � - �dPF = S� °I - 2� 7 = 73k K "73 k e 'u ' 4�- 0 4 25 � J 2• � � /F DIAPHk'AG�M *41� 4� I� ' � ' S. x ' �T `� zoklf ,� (, / { ,i �� 3,4k • ., ., . r � :Ajz'-CONSLAB - One-uay Slab Analysis 8 Design +ersioti 7 . Gd - OSl10/ 1991 - C4 .0 � copyr.iyht ( C) 1986- 1991 , Structurel Analysts, Inc . r 3oca Raton, FL 33432 (407) 394-4257 (,� /� a PSt - 125 sfab wt �ser av�ozss 483 Ps f i � put a � D � � h sl.�b KRM CONSULTAHTS AvON c0 81620 Input data filename: A:DSIGNCON\9204-OS DAT : 4- 14- 1992 TIME : 8: 24:41 � PROJECT : SMITH RESIDENCE AVALANCHE WALL •"+9.551C D�TA"'* ALT NO BMS FC FY GAN FCT ( ksi ) C:si ) (pcf) (psi ) 4 3 . 0 60. 150. 273.9 ••*SPAN �ATM•• �� BM SPAN B D ( feeU ( inches) 1 5 . 0 12 .0 70 . 0 '. 2 12 . 5 12 . 0 10. 0 3 12 . 5 12.0 10 . 0 4 5 . 0 12 .0 10 .0 •**l1N ] F . LOADS"'• BM TYPE LOAD . START END WIDTH ( psf ) ( feet ) ' t DL 483 . 0 . 0 5 . 0 1 .0 2 DL 483 . 0 . 0 12. 5 1 .0 3 DL 4fl3.0 . 0 72. 5 7 .0 4 DL 483 . 0 . 0 5 . 0 1 .0 "•CONC . LOADS•*' 8M TYPE P LOC (kips) ( feet) 1 DL . 0 . 0 ••'EFFECTIVE COVER**" ( lnches) Blf LEFT MID RIGHT 1 1 . 50 1 . 50 1 .50 2 1 . 50 1 . 50 1 .50 3 7 . 50 1 . 50 1 .50 4 1 . 50 1 . 50 7 .50 •*•MOMENT ENVELOPE 6 SHEARS � 7/ tOTN POINTS'*" ( kip- feet/kips) POINT : .0 . 1 . 2 .3 .4 .5 .6 . 7 . 8 . 9 1 . 0 . HO. � If , . MT : � .0 - - 1 - .3 - . 7 - 1 .2 - 1 .9 -2 J -3 . 7 -4 .9 -6. 2 '7.6 Me : .0 - . 1 - .3 - .7 - 1 .2 • 7 .9 •2 . 7 -3 .7 •6 .9 -6.2 -7.6 Yc '0 . 3 .6 .9 1 . 2 1 .5 1 .E 2. 1 2 .� 2.6 2 .6 � 1EAM N0. 2: t Ni: -7.6 -3 .6 - . i 2.2 3.6 4 .0 3 .5 2. 0 - .4 -3 .8 •E. 1 . Ne : -7.6 -3 .4 - . 1 2 . 2 3.6 � .0 3.5 2. 0 - .L -3. 6 -E. 1 [ Y : 3.3 3 .0 2.2 1 . 5 .7 .0 .8 7 .6 2.3 3. 1 3 .4 BEAl1 N0. 3: MT : -8. 1 -3 . 8 - .4 2 .0 3 .5 �. 0 3.6 2. 2 - . 7 -3 .� -7.6 He : -8 . 1 -3 .8 - .4 2.0 3 .5 4. 0 3 .6 2 . 2 • . 1 -3 .4 -7.6 V: 3 .< 3. 1 2 3 1 .6 .8 . 0 . 7 1 .5 2. 2 3 .0 ] .3 BEAN N0. <: MT : -7.6 -6.2 -L .9 -3 .1 -2.7 ' 1 .9 - 7 . 2 - . 7 - .3 - . 1 .0 MB : -7.6 -6.2 -i .9 -3 .7 -2 .7 - 1 .9 - 1 .2 - . 7 - .3 - . 1 .0 4' V: 2 .6 2. 6 2.4 2 . 1 7 .8 1 . 5 7 .2 .9 .6 .3 .0 � '••REACTIONS"' (kipn) COL R D/T � 7 6.8 1 .W i 2 7.7 t . 00 � 3 6.8 1 . 00 � ••'DEFLECTIONS••• ( inches) BM DEFL . i .02 � END , .02" MAX . a 60 .0" FROM CDLUMN C/L 2 . 02 3 .02 4 . 02 � END, . 02" MAII . � 60.0• FROM CDIUNN C/L "'� DESIGN MOMENTS ••� (kip- feeq ULTIMAT5 LOAD FACTOR : � . '7 ; 1 � 33 � I� `L � � LL IMPAGT N-LEFT N-MID N- RITE BEAM N0. 7 : " SlKG . 00 • .30 •7. 60 �ci , 25 = 9.'1 6 � 12 �� � - 8,5° Aa ' . 35 %•-%�.0 # S�S e lo° avTSioe �nt � sIKG . 00 •4 . 86 -7.60 � uL7 .00 • .43 - 10 .64 ULT .00 •6.81 - 10 . 64 -�, BEAM N0. 2 : �- ` \J� HKG -7.60 4 . 04 -8. 07 x � . 28 = 10 . 33 4. o4x1 �8 ' 5. 17 6 • i2" d . G. S' A . ' O. Iq 6-'�-�, -� 5'c C� _o " 4KG -7. 60 - 38 -8 .07 b � i2" d * g ,5" A,= . asy.-'�� � uLT - 10. 64 5 . 65 - 11J1 tT5 �t � lo" UlT - 10. 64 - . 53 ^ 11 .31 BEAN N0. 3 : uKG -8 . 07 4 . 04 -7.60 uKG -8. 07 - . 38 -7.60 ULT - 11 .31 S .bS • 10 . 64 uLi • 11 .31 - . 53 - 10 . 64 BEAM N0. 4 : WKG - 7.60 - .30 . 00 4KG -7.60 •6 .86 . 00 ULT • 10 .64 - .43 . 00 ULT - 10 .64 •6.81 . 00 "•� REINFORCING SiEEL "• (square inches/ inches) BN ASl UL REVL 115N LN ,REVN ASR U0. REVR DL DM DR ASNIN I i � . OU . 00 .00 . 00 . 00 . 18 . 29 . 29 .00 8. 5 8 . 5 8. 5 . 22 ' i1 J r �.'C 2 . 29 . 29 . 00 . 15 . 15 .01 .31 .31 .00 B. S 8 ,5 B.5 .22 Q \l9 S 3 .31 .31 . 00 . 15 . 15 .07 . 29 . 29 .00 8.5 8.5 E.5 . 22 � � 4 .29 .29 . 00 .00 . 00 . 18 . 00 . 00 .00 D.5 8. 5 B.5 .22 End of CONSLAB � Elepaed Time: 0 mfn 8 aec � . � , b3-�o-1 �72 1 �1 � =`.=:1 FR�hI r;rtl" i ���r.5 TI] 13�191 ��7 P . �J2 . _ 32Z� � � . Oq '� � � �^ = „,�1 , 2 2� j�,, � ' � � � �-, . ( ' r� i yji 1 ' TERRAIN & VELQCITY PROFILES Lot 6, 10th Filing � 2750 25 � qo22 ! 270� ................___... ---------- - - - . __ _ _.__,_........ ._........,_--------------------_......................._. 20 6�53 N _` � � ...� 2650 -- ------_...__..._............ ..._.__ ------------_ __..._..._........_.. . .- I------- --- � � - --- 15 " c 8m-i4 ;s. � „�� .�' � s. 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T �-�d y: i: Iti `�1 �aii-L� V i2�D ezY�r � � . � � T -� T O ��'�� N � � \/f=�, � L =� - / , ; - _ BY_ . ..�: � % � � - �.. - - - DATE.:-. - ' - , e: : sl � eet PLAN NOTES: 1 . WOOD STUD BEARINf Wp�LS ARE INDICATED ON PLAN THUS: T H I R D F L O O R F RA M I N G P LA N � I� �, � 1 � 'O 2. PUSTS BEIOW ARE INDICATED: � NON-CONTINUOUS POSTS ARE INDICATED: � S3 NORTH � ` \ � ' � `,�,.; nl� i �J" � . r � _ , �.;• •• �:_4 , �� R , , - -o x`��` � �� s > , )J���� ' _ r .� :��` = -;'-.% �:, �- i/,% �^ � C\Q � •o. 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I�_'__ . , . _ _ —__ . _ I "—_ _ _ I � I � � ��� � SJ " .fl ; � � . w � �� �' � C�' , . :I ,� `. � � t ' OoKOUT 2nFTERS 6"`:� � � n � '';,a � t; �:� w:.r - - — i--� � -- - - �3� - 13/4 x °) �i ti1 L . __ — 2x12' s C' 24 ° �I`� - -- . �i / GA . , i - � �� � i � , --- � � _ TYPI L) r' j :'. , � - � � TOV'JN � ;- � Y, ; � � � ' i i- - - - '� - � - . � . � � - _- - I i BY._ _ /� .:_✓i z < �_-•••- - - .._.. .. �ATE�;_� _�_._ - �heet PLAN NOTE,� 1 . WOOD STUD BEARIN(i WAllS ARE INDICATED ON PLAN THUS: 2. P()STS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS ARE INDICATED: � � RO O F F RA M I N G P LA N � I'T '� � � ' �O 3. RAFTERS ARE 2x12'S SPACED AT 18' IF HEM FIR OR 7s7 2'S SPACED AT 24• IF DOUGLAS FIR. � � NORTH \�����Q11Rll!i U ll p(/i��., �, � ap6 RFr, ;:: _ :��o .• 'y� . . \\ ��� ��`,"�' Y� ` - _ ; x .�3� b . INTERIOR LOAD-BEARING WALLS: GENERAL NOTES • JOB �9202-05 ; . 1�'�� ' • ! 1 . Interior load-bearing walls are minimum 2x4 studs @ 16' o.c . with 1 /2' Uc� �>` ",>�qi�.r,;;; ;`r ;� ��, ,;:. - DESIGN LIVE LOADS: gypsum wallboard both sides unless noted otherwise . 2. Provide ( 21-2x10 headers over all openings in wall unless noted otherwise. Roofs ------------------------------------ 80 psf , 3. At beam bearing locations in stud walls, provide multipie-stud posts equal to Eloors ----------------------------------- � Psf width of bearing member unless noted otherwise . Decks --------------------------------- � 00 psf a FLOOR CONSTRUCTION : Stairs/Corridors ---------------------- 40 psf c Basic Wind Speed ------------------- 80 mph (Exp. B) ; U � 1 . Provide 3/4' thick APA rated Sturdifloor rated at 20" o.c . , tongue and groove, FOUNDATION DESIGN : exposure 1 . Glue and nai� panels to ail supports . z � d . ROOF CONSTRUCTION : _ . _ . — ? � � �0 a. Design of individual and continuous footings is based on an assumed maximum o - - Z allowable bearing pressure of 2500 psf (dead load plus full live Ioad1 . �— , Q � 1 . Provide 1 /2 " thick APA rated plywood sheathing rated 32/16, exposure 1 . � b . Footings shall be placed on the natural undisturbed soil , or compacted J `, - , structural fill, below frost depth . 2 . Provide wind/seismic anchor at supports for all roof joists and trussed rafters . use "Sim son H5 " metal connectors . � � m � � c . Soil conditions and types shall be verified by a representative of the soils Unless noted otherwise, P � N � � � z m I� �p p� � engineer during excavation . , e , WIND BRACING : O c � � I I U � V CO Ql Ql RE�NFnacED CONCRETE : � � 0 m � - 1 . Walls over 6 feet lonp which are sheathed with gypsum wallboard on both faces have been designed to resist wind forces in accordance with Table 47-I � � m a . Concrete design is based on the " Building Code Requirements for Reinforced , � X Concrete " (ACI 318-89) . of the UBC . Y � p Q O LL 2 . Screw 1 /2 " gypsum wallboard to all studs and to top and bottom plates with � a > � � b . Structura l concre te s h a l l h a v e a m i n i m u m �8-d a y c o m p r e s s i v e s t r e n g t h o f 3 0 0 0 #8 X � _ � �g - drywall screws at 7" maximum spacing . psi . c . Provide continuous shear keys at vertical cold joints and where shown on 3 . Exterior plywood or waferboard wall sheathing is required unless specifica y drawings . � deleted by engineer . d . Concrete shall be proportioned using Type I cement. Admixtures containing gTRUCTURAL GL� �ED LAMINATED TIMBER: _ chloride salts shall not be used . '� " " � ° e . Cold weather concreting procedures shall be provided as recommended in the ; a['I Manual of Concrete Practice . a . Materials, manufacturer and qualiry control shall be in conformance with AITC < � f. Anchor bolts for beam. and column bearing plates shall be placed with setting l Product Standard PS 66-82, "Structural Glued Laminated Timber" . templates . , b . Laminated members shall be fabricated using Douglas Fir in a 24F-V4 g . Expansion bolts shall be located at a minimum of 6 bolt diameters from � combination unless noted otherwise on the drawings. concrete edge and spaced at 10 bolt diameters unless noted otherwise . c . All members shall be Architectural Appearance Grade, unless indicated h . All exposed edges and corners shall be chamfered 3/4" . otherwise by the Architect. d . Protect members from damage or exposure to moisture prior to and during REINFORCING STEEL: construction . e . Adhesives shall meet the requirements for wet conditions of service . a. Detailing, fabrication and placement of reinforcing steel shall be in accordance f. Do not camber laminated members unless indicated on the drawings . _ _ 4'° L with the A�I Manual of Concrete Practice . STRUGTURAL STEEL: b. Except where otherwise noted on the drawings, reinforcing bars shall conform , I to ASTM Specification A615-79 and shall be minimum grade 60 except ties, " �i.�� a x lo �� A g � S field bent bars where permitted by note on plan, or bars to be welded , which a . Structural steel shalt be detailed , fabricated and erected in accordance with the � 24 �� shall be grade 40 . most current editions of AISC Specifications and Code of Standard Practice . ��r 3�, ' - I � �, } b . Structural steel rolled shapes, including plates and angles , shall be ASTM A36. --�� c . At splices in concrete, lap bars 36 diameters . Do not weld or use mechanical Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B � W splicing devices unless specifically approved by engineer. or ASTM A501 . d . At corners, make horizontal bars continuous or provide corner bars . Around I I � openings and steps in concrete, provide (21- +�5 's extending 2'-0" beyond edge � • All bolts used in steel framing shall conform to ASTM Specification A325 . II of openin or step . Anchor bolts and bolts used in timber connections may be ASTM A307 . Bolt � 9 sizes shall be 3/4" diameter unless noted otherwise . \ ' e . Except as noted on the drawings, minimum concrete protection for d . . Typical framed beam connections shall consist of pairs of 1 /4" angles using the # 5 S J��T � ��'Y- - V `r � reinforcement shall be in accordance with ACI 318-83 . maximum number of bolts called for in Table II-A of the AISC Manual (ASD G � �� �� �'� �Ii2w T� � I I , , - f. Welded wire fabric shall conform to ASTM Specification Ninth Editionl . `� � � Q A- 185 . Lap welded wire fabric a minimum of one full mesh plus two inches. II , Laps shall be wired together . e. Expansion bolts shall be wedge type with the following minimum embedments: � � Z l 1 /2' diameter ---- 2- 1 /2" � Q � 5/8" diameter ---- 3" 3v�5 G ° � �*�`' ° ° �i 5�'�� J STRUCTURAL WOOD FRAMING : 3/4" diameter ---- 4" a � wi -ror oF �Au. � f . Adhesive anchors called for on the drawings shall be glass capsule type such ( ;p� g tt�,�6 ou„Y j � _ � a . Except where noted otherwise , all 2" lumber shall be Hem Fir #�2 and better, , - _ _ and alt solid timber beams and posts shall be Hem Fir # 1 . a s M o l l y P a r a b ond " or " Hilti HVA" anchor systems . Minimum embedments, P�r� ° � �� - I �2 I b . Studs shall be Stud grade and better Hem Fir. if not specifically indicated on the drawings , shall be according to the �� � O O c . Top and bottom plates shall be Hem Fir #2 and better. manufacturer's specifications . d . Provide solid blocking at supports for wood joists and rafters . Within floor joist 9 • Atl welding shall be done by an AWS Certified welder. � � � — h . Delay painting within 3" of field welds until welds are completed . � � � U spaces beneath solid or built-up columns noted on plans, blocking of area _ equivalent to column above shall be provided . � �L� �A� v + �U _ '� —"'�'" — � J e . Built-up columns consisting of 2x4 or 2x6 studs shall be nailed together with BACKFILLING : j' JolS"'S � � — \ — 2 rows of 16d nails Ca1 6" atong each stud . ✓ � ~ � f. Except as noted otherwise , minimum nailing shall be provided as specified in a . Do not backfill against retaining watls until supporting elements are in place and � \ securely anchored , or adequate shoring is installed . 2�° " 2 • � � � � # 5 ' S J� G i L O / Table 25-Q " Nailing Schedule" of the 1988 UBC . 2x6 studs shall have (3)- 16d �— a --�-- �--+-- �---� � Gr¢� � �� � J nails each end . b . Verify type of fill with soils engineer and structural engineer prior to backfilling . g . Unless noted otherwise, steel connectors such as those manufactured by the _ - -- � � _ Simpson company shall be used to join rafters , joists or beams to other beams ��L 2G � ���� — — - - - � � � � � � ���� � J at flush-framed conditions . Connector conditions not otherwise noted shal� � � � I ', � � I N�— � utilize Type U or Type HU hangers of a size specifically designed for the a . All grout beneath column base plates and steel beams at bearing shall be non- 14�'� 1"1. 1 , � S �" 2 • A� �, tl� (; IG �� —) � v � member supported , as shown in the manufacturer's published tables . Contact shrink, non-metallic type grout . �i2�� b R o �. � s structural engineer for details as required . P� 4 0 __ _ __ � � _ � � 4 � �3� h . Manufactured joists shall be designed by a registered engineer and shall be ' rENERAL REQUIREMENT : _ equivalent in load-carrying capacity and deflection criteria to TJI 25 or 35 series - � a . Structural erection and bracing: The structural drawings illustrate the � � �_ � joists in the depths and spacings indicated on plan . Provide blocking , bracing, � ir b the manufacturer . completed structure with alI elements in their final positions, properly supported �` � web stiffeners and other accessories as requ ed y � - �= , G ,O '' ¢� i . Micro-Lam (M . L . ) laminated veneer lumber headers and beams shall have the and braced . The contractor, in the proper sequence, shall provide shoring and _ � � • o - _ � , ; ,� -- — --,t-- following properties : bracing as may be required during construction to achieve the final completed y � � Flexural stress ------------------------ 2800 psi structure . Contact structural engineer for consultation (not in contract) as � r� ' s �� . �}{o¢. ti _ - �� ' dr aw �_� by — Modulus of elasticity ------------------ 2.0 x 10° psi reqwred . (', � G �� G'�� � �'�"'+' -- � �'' �.t, �.Ki� l 21'00 Tension parallel to grain -------------- 1850 psi b . Existing structures: If construction adjoins an existing structure , contractor i ahall be responsible for verifying dimensions, elevations, framing, foundations / q cr,ecked bv . _ . --_ .- _ Compression parallel to grain ---------- 2700 psi . ���� � S��'�`' � £"� `� � �{ \ �� � � � TO Compression parallel to glue line and anything else that may affect the work shown on the drawings . Underpinning , shoring and bracing of existing structures shall be the —,11�'-f �ssuec� _— _ - _ - - -- -- (perpendicular to grain) --------------- 500 psi responsibility of the contractor . � I �k L4' ti� S`, TY � ZL � �-- Horizontal shear ---------------------- 285 psi , : �e ��s�o�� s Where more than one member is required , each member shall be fastened to � • Dimensions : Check all dimensions against architectural drawings prior to I adjacent members with two rows 16d nails spaced at 12" o .a construction . Do not scale drawings . �'''"uO ��� �'� . d . Construction practices : General contractor is responsible for means, methods, �`'T� � �' -- p FRAMING NOTES : techniques, sequences and procedures for construction of this project . Notify � � N __ __ structural engineer of omisaions or conflicts between the working drawings and j °o - I a. EXTERIOR WALLS : existing conditions . All methods used for construction shall be in accordance � - � - - -- � with the latest edition of the UBC . �' r� '��' � �re � � � f ; r���� 1 . All exterior walls are 2x6 studs @ 16" o .c . to a maximum height of 12'-6" , � � � . v'� �' ` � �� �I �y �� . 2x6 studs @ 12" o .c . to a maximum height of 14'-6" and ( 21 -2x6 studs @ 16" �— � � �WL� � 9 , 1'� , ` ' � / p1 � � to a maximum height of 17'-4" unless otherwise noted . I I�ib " 1 I ' S - ' � � � � °' T 0 Y v rV 0 I' Y r"�� t L. 2 . Provide 1 /2' thick APA rated sheathing Iplywood or waferboard ) rated 24/ 16, � � exposure 1 at exterior face of exterior walls . 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W = 3GI - � � - --, C . � SLoPES � � 0/ ' 2 J � � o/ 12 I I 'Y' T,o F. = 24' - 113�4I 'n � �� O � � Nm � �` , 0 m � � m � \ a� � m a� a� • ' � - � , ,� z Z� . I ; 3i� l I I GRAWLSPAGE T. O, k = .0 -���2 U �p � � 5c� ToF = 24 '• i13i4 �, -t " I � � � 0 � m � To. w . _ 2� � - i13i4 ' I 1 7o, w = 2c� • 33�4 � ° m J � � S [� X • � �L. m d Q � Q r. o. f � =24�- 11 ��4 ; - � I T•O.F, � I ¢'•q i4 � . 1 � � — �� - � I T � � AVALANCHE WALL REINFORCING SCHEDULE G?AW LS !',QGE ,I � II -0 W . = 30 • q�/2 , BARS SIZE LENGTH SPACING � � � To. F. = 14'•q ''/4 � � To. W . = 11� - 5 I p I I " A �� # 5 II � D lo'� T.o. F. = 14 .q i4 I � I I � -Z J— _ _ � , . . I 0 � I q ' "6 " � 5 I "I '- O 10 ° I _ T �. W . ' L�j ' � � �/Q. I T. O . W . = 2<v . o `vC, � � � � �� � �_ � \ GR.CWLS ('AGE I — T. D. F. = IG� �013/¢ I 12�- 0 uGn # 5 0 � T. o. F . . 5 • 0 , 2o�i , � 5 C� m i t-� O. W, = I ��- lo3'4 � - i 4 - 4 , p�� ', O. F. : t�' - o G - - I u � �� #� 5 � I !i I 18'- I 4" lo" � '_� T. o. w . : I� - lo''i4 3 – � 5 ��6 �1 '- 0 �„ �n ',o . F. = 5 ' - °0 5Co �n 'D ° � � n � T,O. W . = 1G- 1o3'4 - O, W . = 11 '� yi � , -, o . F. = C�' II ;�¢ � T,o, �. = c�' - 113�4 -� �}° CONC . Sl.AB �N 4'�� CLEAN I - — - . a �2AVEL ON UNDISTURBED GRADE � � ,- OR CoMpACTED FILL , R.EINF, � � _ � � 5LA6 :�l/ Cox (a - W1 . 4xW1 . 4 ✓�' W . F. - �. W . = 2'1i - 113/4 THROUG� HOUT °ROVIPE I " �P TOOLED I I � �. O. F• ° � - 11 ��4 -.� AS IN SkGT. 5 � � oR SAwN ro(� TRO � JoIHTS �' IS'- o MAx . I _- ? EINF. �4 5 WALL ; 10 EAGI� I�IAY � TYPI � L ) � � � � � �— IS(o I � I ' - I - - r� ' � z � 0 0 ^ � o � �— ��,� � � � = o { � � � r, D. ( 5� • °a ) � FD, C � � p� � I — TO. F. = "I� • pj J � - 0 • W . • 2'I �- I13i4 'i � � � V � 5 � I T. D. c - O - , I ;iG ', O 1 .- l _. To. F. - �� - °0 2 I , � T. O. w . = 0� - cv ;� , Q Z '. � . F . = � • �, SLOPE Cq!.R/+C� E SLAB ' STEP T. O, SLAB I STEP T. O. F. `�� 0 EVENLT �o =�ooR DRAINS AND T. O. SL4B � I y J ! p lo�� d B � IT'�o�,F � = �G� � ���34 �� � � � 4� ia �. = �' • � i3�4 � ' � _ � i S� I � ' - o q _ � J � r. o. s �,a s � � TYP. �' pERIMETER SCp � Q O ; a ,� oF GARACaE � � — I I � � U n - ' ^ ° � � ! - v. W . = O ' D i 4 0 '- io -o � T. oF. = �i - � o - o _ � _j q.�� 1 - Cfl , �- T. o. w _ � , o T. o . s _ � e . � i II - ' � r - oW = 7 - 4 II o � �--- � T � Q ' � � I ToF. - 2' - � , , � I , J' - o. �.� = I D' , co �i�■ j ; TaW . = S' - 4 e = r— � S � T. o. F. = 4 ' - � � 0 � � ToF , 2' - � � -. o.w = o - � L� � 9 � I I � — To w ° "� 4 � � _ J T = � _ � �,'` I � i - °o I � ' � 0- W t � - - � T. O. SL4� � i � I ` O , W , ` G� - O � I I — TO. W , = � - 0a � � tti ; � � � L� JF � 2 T. O. F . = 2� • C� �TO. F = ' � - °p � � ; I � 55 I T , �I ; I I � � 4 � u i I i TDW . = �f - � � T. O F. = 2� -Cn �ii� , � "� 0. W . = o ' p � T. o. F , = 4' - r . .. � � drB.n. by ��. , I I ' O I T. O. W . = ", ' O 0 ,� = "I . O � , checked by _ �� i11 � � �ssued TO. VJ . = o -o I I — j 7• 0. F. = q.' - G � re �isions I �i ii SCo .� 4 � I 1 SPREAD FOOTING SCHEDULE � � � � ' ; , � _ _ , TYPE SIZE REINFORCING , ; , � � _9, _ � q 8 '- D x C� = (o x I � O 5cE SEGTION �/S5 i i i i � �'t� ' ��j� 7 X C0�-!o IAN41T. � e "1 - O � ls -c, x � - o ( � ) - # 5's x v'-o rw+us. 8� � C4) - �5'S x 5 '- co _oHyiT. ' C 3�- O x Co�-0 x I � O � � PLAN NOTES: - ± � ' � 5Sx2 -ci rR.4NS� Zi' p 2�- O 2 �0 COi_ � i i � i i i i , , � C4) - # 5'sx4'- v LON(+� IT. B - O C� - 9 /2 8 - 4 � - 3/z 3 - O � D 3 ' O x r7-O X I - O �� . � �y X 2�- �n TI2AN5 . � ' TOWATITOP OF WALLR�E TOFNDTOIP OF FOOTIJNG �NDICATED ON PLAN THUS: �r� e �t ' 2. STEVS IN TOP OF CONCRETE FOUNDATION WALL INDICATED: —� � E �j � O X 3 -D X I �-O C'}� "}kS�S X 'I ' �/ EA ' W�`�Y , 3. REINFORCE 70" CONCRETE FOUNDATION WALIS OVER 4'-O' TALLTHAT ARE NOT OTHERWISE � � SPECIfIEO WITH /5 BARS SPACED AT 18" ON CENTER EACH WAY, CENTERED IN WALI. ' F PL.l� N b � M � S � r'�'� S L� I2 �� EA • W�Y 4. CONTINUOUS AND SPREAD f00TINGS ARE CENTERED BENEATH CONCRETE FOUNDATION - - - � FIRST FLOOR / FOUNDATION PLAN � ,�} = 1 'O WALLUNLESSNOTEDOTHERWISE. � � �� • 5. DO NOT SCALE DRAWINGS. G I _ I � NORTH � \, I � - � , � / � " . \ 55 ' � U m Z m - �a , . � � � � � z m Q _� J � � � � � � � � z � N � � � i 0 � �( � � � i JNEXCAVATED — � m � m � � X � � � 7 m U �I � � ° � � O � (� X Y � Q OQ i cn d > � ■ � I • �I . � ' � , - - 13 - ✓ - 5co ■ S �O -- - II%a � TJI/ 25 C I �o " ' - ; � �" cor�cr�=_ FE 5 L.� 5 .�� � x ir h ` � xW . q W. WP, � � - � a - 3 I —. 0. PLYW0. . S � . � �' ' : �. � . ' �ai;.:/Fi$ - ;' �_. ..: - - . . 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L . � -- -- - - � � - � � — _ - `� �� , � - - � � � � 2 x 8 ' s ? 24 '� � ! � ' � � _OW v70c '� FTERS � � i , ■ ! i �I II�/e �iTJl / 25 � Ilo " I ' d�-aw �� by _ _- - - li � � �I \ � 8 - I N, cr� ecked t�y _ T. 0• PL7WD • � � m �ssued ______ � revis�ons . - + _. -� . . . ' � � IAG� � tJPL BRP � � — —_C3� - 2x10 ---- I gELOt � , sneet � PLAN NOTES: S E C O N D F L O O R F RA M I N G P LA N � I�I' � � ' �O 7 • WOOD STUO BEARING WALLS ARE INDICATED ON PLAN THUS: _ _- _ _ � � 2. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS ARE INDICATED: � NORTH • 55 . U � ' Z � _ � � � � � Z � ' Q m � ' i I ! 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ENb + / '^ � 2. X � . 4� � 12x10, (a r' ' � _- ' � , � r. � . � i i aENT STRINC� ER � �% /'L _ 12 � \ O i _ _ _ _ _ _ W � � , -- - --� - - — - . — — - � 2Xio�s � � � ^ ■ ' '� � r— O � .� 2x � � � � o . 1 L�C � I �i — � 2Xla C, J. ' I ; - 7 I • • ' I i `° I N x � i c��� .�' ' y - -- . _ _ _ I I �p J � -� N � ' � � -- - ' �-- Q m \ I � . I ^ ` / I � � ' � � � ' O , � � �. � -�r , � �`___ � _ _ - - T - � � � - , . - I : � I I . _ - _ ` - '_ _ . _ -. - _- . . F . . . Y ' _ � � �- = - -� —} � I _ J � � �— � I f — � � � � _ _- � - - � �. - - - - � �- -� « , _� ' � r-F - - -� __ .-�— -� - � -i - � — � r - -- I � � � � I ' _ _ , _ _ � ` I �L7- -- - -� — �--- - - - -i'- -� � I � . . I � � � ! � � ■ � ?OOp �EAM 5 � � ! - - � 1 S � oWN o� SHEO � � _ � _ 1 �zooF 3�M s - _ t�-�t _ . � . 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I I -- r'@ •✓ISiOnS - �_.�- __ . _ . . - x . . _ i � I -- — , - - - _ I I 1 I ooKOUT 2AFTERS I � ��� - � 3,�4 x °� ,�2 M .L . — I� — � 2X12 ' S L� 24 �i � i � —j' � � ! 'YPICAL� � . _ . _ . __� �, I < L - . � ' -- I ` i , sheet PLAN NOTES: • 1 . WOOD STUD BEARINfi WALLS ARE INOICATED ON PIAN THUS: — � — 2. PnSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS ARE INDICATED: � ' RO O F F RA M I N G P LA111 � I�}�' � � , 'O 3. RAFTERS ARE 2x12'S SPACED AT 78' IF HEM FIR OR 2x12'S SPACED AT 24' IF DOUGIAS F�R. � � NORTH . � / �: . GENERAL NOTES : JOB #9202-05 � b. INTERIOR LOAD-BEARING WALLS : 1 . Interior load-bearing walls are minimum 2x4 studs @ 16' o . c . with 1 /2" - DESIGN LIVE LOADS : gypsum wallboard both sides unless noted otherwise. 2 . Provide (21-2x10 headers over ali openings in wall unless noted otherwise . Roofs ---------------------------------- 80 psf ;, 3. At beam bearing locations in stud walls, provide multiple-stud posts equal to Floors ------------------------------------ 40 psf width of bearing member uniess noted otherwise. Decks ---------------------------------- 100 psf Stairs/Corridors ---------------------- 40 psf a FLOOR CONSTRUCTION : Basic Wind Speed ------------------- 80 mph (Exp . B) •� � . 1 . Provide 3/4" thick APA rated Sturdifloor rated at 20" o .c . , tongue and groove, � FOUNDATION DESIGN : • exposure 1 . Gtue and nail panels to all supports . U m Z a�i a. Design of individual and continuous footings is based on an assumed maximum d . ROOF CONSTRUCTION : - � � allowable bearing pressure of 2500 psf (dead load plus full live load ) . ., , ° I ��� � � b . Footings shali be placed on the natural undisturbed soil, or compacted 1 . Provide 1 /2 " thick APA rated plywood sheathing rated 32/ 16, exposure 1 . ° — Z structural fill, below frost depth . 2. Provide wind/seismic anchor at supports for all roof joists and trussed rafters . � 1= � � Q m a Soil conditions and types shall be verified by a representative of the soils Unless noted otherwise, use " Simpson H5' metal connectors. � � ' ` = ;r � i l ` I 7 � � I� engineer during excavation . e . WIND BRACING : � I � '� ; ( I Z m � � � u7 REINFORCED CONCRETE : I 1 . Walls over 6 feet long which are sheathed with gypsum wallboard on both 0 � � m � � r a. Concrete design is based on the "Building Code Requirements for Reinforced faces have been designed to resist wind forces in accordance with Table 47-I • � � � � 0 m p�j Concrete " ( ACI 318-89) . of the UBC . �y � CD U � b. Structural concrete shall have a minimum 28-day compressive strength of 3000 2 . Screw 1 /2" gypsum wallboard to all studs and to top and bottom plates with LL � � � X �. psi . X8 x 1 - 1 /8' drywall screws at 7' maximum spacing . ` � � a Q 0 � c . Provide continuous shear keys at vertical cold joints and where shown on 3. Exterior plywood or waferboard wall sheathing is required unless specifically � " `" . drawings . deleted by engineer. d . Concrete shall be proportioned using Type I cement . Admixtures containing , chloride salts shall not be used . �TRUCTURAL GLUED IAMINATED TIMBER: e. Cold weather concreting procedures shall be provided as recommended in the ' ACI Manual of Concrete Practice . � a. Materials, manufacturer and quality control shall be in conformance with AITC 2 �2 �� = I - o E f. Anchor bofts for beam and column bearing plates shall be placed with setting ��-- Product Standard PS 66-82, "Structural Glued Laminated Timber" . � � templates . � b. Laminated members shall be fabricated using Douglas Fir in a 24F-V4 � g. Expansion bolts shall be located at a minimum of 6 bolt diameters from ? combination unless noted otherwise on the drawings . concrete edge and spaced at 10 bolt diameters unless noted otherwise. � c . All members shall be Architectural Appearance Grade, unless indicated h . AII exposed edges and comers shall be chamfered 3/4" . otherwise by the Architect. d . Protect members from damage or exposure to moisture prior to and during � R�INFORCING STEEL• construction . e. Adhesives shall meet the requirements for wet conditions of service . a . Detailing, fabrication and placement of reinforcing steel shall be in accordance f. Do not camber laminated members unless indicated on the drawings . with the ACI Manual of Concrete Practice . 4� - o i � b. Except where otherwise noted on the drawings, reinforcing bars shall conform STRUCTURAL STEEL: to ASTM Specification A615-79 and shall be minimum grade 60 except ties, i � field bent bars where permitted by note on plan, or bars to be welded , which a. Structural steel shall be detailed , fab�icated and erected in accordance with the li�n o x � o �I A �, � Z I : shall be grade 40 . ' most current editions of AISC Specifications and Code of Standard Practice. L '�4 �� � c. At splices in� concrete, lap bars 36 diameters . Do not weld or use mechanical � b. Structural steel rolled shapes, including plates and angles, shall be ASTM A36. � 3� � . � � splicing devices unless specifically approved by engineer. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B . . -. d . At corners, make horizontal bars continuous or provide corner bars . Around or ASTM A501 . � , openings and steps i� concrete, provide (2)-#5's extending 2 '-0" beyond edge c . All bolts used in steel framing shall conform to ASTM Specification A325 . ' of opening or step . Anchor bolts and bolts used in timber connections may be ASTM A307 . Bolt � � e. Except as noted on the drawings, minimum concrete protection for sizes shall be 3/4" diameter unless noted otherwise. O reinforcement shall be in accordance with ACI 318-83 . d . Typical framed beam connections shall consist of pairs of 1 /4" angles using the � � s �EI�T / I!�° � � � � : f. Welded wire fabric shall conform to ASTM Specification maximum number of bolts called for in Table II-A of the AISC Manual (ASD G-�p �� �,cyL -- - � � 'd" A- 185 . Lap welded wire fabric a minimum of one full mesh plus two inches. Ninth Edition► . '� .- • I - Laps shall be wired together. e. Expansion bolts shall be wedge type with the following minimum embedments: � � I � � 1 � O 1 /2" diameter ---- 2- 1 /2" . , W STRUCTURAL WOOD FRAMING • 5/8 " diameter ---- 3" 7�5 �� � �i —� � Q z Q 3/4" diameter ---- 4" � � a � n 5�:� J - a. Except where noted otherwise, alf 2 " lumber shall be Hem Fir #�2 and better, f. Adhesive anchors called for on the drawings shall be glass capsule type such ;1i Tp�• oF ;�AU, � Q � and all solid timber beams and posts shall be Hem Fir # 1 . as "Molly Parabond " or "Hilti HVA" anchor sysiems . Minimum embedments, i� �i _ . � I CToP � �v^�5 °� =! i � O b . Studs shall be Stud grade and better Hem Fir, if not specifically indicated on the drawings, shall be according to the �r`�' q -�. 2 ' � _ a Top and bottom plates shalf be Hem Fir #2 and better. manufacturer's specifications . '� ' � � I � � J d . Provide solid blocking at supports for wood joists and rafters . Within floor joist 9 • �� Welding shall be done by an AWS Certified welder. spaces beneath solid or built-up columns noted on plans , blocking of area h . Delay painting within 3" of field welds until welds are completed . � � � � � 0 O � equivalent to column above shall be provided . $�� vAy �r �J _ ` . e . Built-up columns consisting of 2x4 or 2x6 studs shall be nailed together w)th BACKFILLING: 2 rows of 16d nails @ 6" along each stud . � JolS^�i � �Rd __ _ _ - (� _I f. Except as noted otherwise, minimum nailing shall be provided as specified in a . po not backfill against retaining walls until supporting elements are in place and � � f _, � securely anchored , or adequate shoring is installed . 2°0� - 2 / . _�___. _ �" Table 25-Q "Nailing Schedule " of the 1988 UBC . 2x6 studs shall have (31- 16d � � 5' s �T I V � nails each end . b . Verify type of fill with soils engineer and structural engineer prior to backfilling. � — � � � , ��� � �y Q � g . Unless noted otherwise, steel connectors such as those manufactured by the '� '�' '—'� � —� Simpson company shall be used to join rafters, joists or beams to other beams ��'. 2Gi , 3 4 at flush-framed conditions . Connector conditions not otherwise noted shall � / ^� � . � � - utilize T e U or T a . All rout beneath column base 1 � � ���� f , yp ype HU hangers of a size specifically designed for the 9 p ates and steel beams at bearing shall be non- �i , , � , GU _ I � member supported , as shown in the manufacturer's published tables. Contact shrink, non-metallic type grout , 14 C�, I , S -' N ��,L I I I Qx I O',I A y> i s 2 , G �,-i 7�i � i G �� — ) � � � s t r u c t u r a l e n g i n e e r f o r d e t a i l s a s r e q u i r e d . � 4�'- 0 - - . . 24 �• I13� � h . Manufactured joists shall be designed by a registered engineer and shall be ' GENERAL REQUIREMENTS : equivalent in load-carrying capacity and deflection criteria to TJI 25 or 35 series , , _ joists in the depths and spacings indicated on plan . Provide blocking , bracing, a . Structural erection and bracing : The structural drawings illustrate the .+_ � . ,L�. � web stiffeners and other accessories as required by the manufacturer. completed structure with all elements in their final positions, properly supported ' : - � i . Micro-Lam (M . L ) laminated veneer lumber headers and beams shall have the and braced . The contractor, in the proper sequence, shall provide shoring and - _L,_- u ii ' � I following properties : , bracing as may be required during construction to achieve the final completed _ _; ; ! � � 41� , 10 � 4 ',_ 5 - o � Flexural stress ------------------------ 2800 psi atructure . Contact structural engineer for consultation Inot in contractl as I -'r-f —i--fi Modulus of elasticit � �' `' '''zj $ �Oa Z Y ------------------ 2 .0 x 10° psi required . � i(� '� G ,-rzv IiJ y,1a�.r. - i �1«� U. ?'o Tension parallel to grain -------------- 1850 psi b . Existing structures : If construction adjoins an existing structure, contractor /� Ct,.� . = 21 ' - a d�aw�, by • Compression parallel to grain ---------- 2700 psi stSall be responsible for verifying dimensions, elevations, framing, foundations � � Compression parallel to glue line and anything else that may affect the work shown on the drawings . , , cr,ecked bv - _ _ J. (perpendicular to grain ) --------------- 500 psi Underpinning , shoring and bracing of existing structures shall be the ;_I� � I Horizontal shear ----------------------- 285 psi responsibility of the contractor. . �ss�ed Where more than one member is required , each member shall be fastened to c. Dimensions : Check all dimensions against architectural drawings prior to � � adjacent members with two rows 16d nails spaced at 12 " o .c. construction . Do not scale drawings . �,� r�� �� ' �e�� s�o� s - � d . Construction practices : General contractor is responsi6le for means, methods, ,Jp�ST+�, � � -- FRAMING NOTES : techniques, sequences and procedures for construction of this project. Notify � Q . , - - structural engineer of omissions or conflicts between the working drawings and i � ci a . EXTERIOR WALLS: existing conditions . All methods used for construction shall be in accordance I °o - I - with the latest edition of the UBC . � • 1 . All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12'-6" , - -- 2x6 studs @ 12" o.c . to a maximum height of 14'-6" and ( 21-2x6 studs @ 16" � � 5 �'�5 x 9I to a maximum height of 17'-4" unless otherwise noted . / � 4 � ° N� 2. Provide 1 /2" thick APA rated sheathing (plywood or waferboard ) rated 24/ 16, . II�/b TJ I ' S - " exposure at exterior face of exterior walls . Block all horizontal joints . -- � Gp 3. Provide (3)-2x10 headers over all door and window openings unless otherwise ` 2 ' 4 STU� � �� sneec indicated . • ' ; i � i . �3� q, --�- � 4. At beam bearing locations in stud walls, provide multiple-stud posts equal to . - _ O . width pf bearing member unless noted otherwise . 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O �I . j � � i � � � 1 0 � � � � ' \ 1 I . 5 PINE I� � � � � � � 'y� � , � �`, Q � � / I , x203'�� � � � � � O 1 \ \ I I I I � / I Q � U � � i I . 3i.7' . \ i � � I SEWER MAN - 99.7� , _ ' 08�0 I � � �'.1 I i • HOLE - �� ,I I ' � . RIM 8286 . 6 , I I iHV. at�2. s � i � N � �� i ' �� ', i � � � � / � ! � � � � / � I I N 4 � 4 Q ' � 6 ' w Q 7 7� . � 4 FND . PIN � CAP l . S .�ii4i � �� � � I / / � � , � �- � � � � 3a3' ELECTRIC FND. 4� WITNESS CORNER � ��,� TRANSFORMER PIN 9 CAP L.9 ."�2386 �� � � �� � gti LO T 7 la.��w+ � � � � � SURVEYOR ' S CERTIFICATE � � � /� 1MF' ttUVEMc: N ';� L �.�CA "i' lUN C 'r: G1' iFiCA 'iE . � I , Dannle Corcoran , a Land Surveyor registered undez the laws 1Q 1 hereby certify that this Improvement Locaf= ion Certificate vas piepared of the State of Colorado , do hereby certify that this topographic foz CRAIG DENTON , that it is not a land survey was made by me and under my superv3sion , and tha[ the � , , , , , , , , � � � surve lat oz im covement suive lat and that it is not to be relied . ` ' •, � W 3 � y p p y p , survey is accura[e and correct to the best of my knowled�e.T � (,p �., upon for the establishment of fence , building or othez future impiovement . ��a`E, h�� '; � �L 1 i nes . c`e- fPt�siE fa��y ; � 4� Q Date : �� - g - � , �� � .�] � v No Deita rtodiuc arc Lengtn 7angent Cnord i further certify that the improvements on the above desczibed parcel on Dannie Corcoran = � . _ -r� � this date , 8 / 2 / 91 , except utility connections , are entirely Colorado P . L . S . 1 j * � t ts 28 ' 33� 148 . 61 ao ia 20 � 9 ao . o2 Nea 13 ' 44 " E vithin the boundaries of the pazcel , except as shovn , that there ace no ����yo �y���= ' ■_ � ` $ � encroachments upon the described premises by impzovements on any ad � oining %�'9j.f. °•.,�;� � SY Ya .... premises , except as indicated , and that there is no apparent evidence or �'�- � !'� � sign of any easement ctossing or burdening any part of said parcel , ,��cept No�rtce : SHEEr dS noted . ' ;�0 R(6�� ''�- Accozding to Colorado law you must commence an le al action besed u n an defect -`�,.� P .. Jr �'��, Y 4 Po Y ' • �'. • in this survey vithin three yeazs after you first discover such defect . In no event , � , ' :_ '• ' ' N� cF' •. y ' � � F �"�p �s enay any action based upon any defect in this survey be commrsced more than ten years Date : 8� 9- 9/ � � ye� —�' .' � fran the date of the certification shown hereon. Stan Hoqfeld��- � ; � 6598 ? � ' Colorado P . L . S . 2 ��8. ::� ; . . J'J'�:. 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L i � r �' F'' �s' (' � � __� � _.Ga::� . .�_ ` '� I I �', i , __ �, .. �r " v: r�� � � � .. , i ' � � I � k-' . � ' �. . i i i I r- -- / `� � � - _ ����1�� 2 � �� � � . _ _ - --- - • -- - - - - _ _ �` _ --- i � ' I APPROVED Bv : ; SCALE : ��4 ' � � ���' DRAWN BV � . ° DATE : REV ISE� � . . . _ _ . _ _ _ _ ___. . _ ��:. - . _ . r DIiAW ING NUMBER t� i ]1 PRINTED ON NO. 1000X qFARVNINT • r • � R SCALE 1 ' — 10 ' DATE OF TOPOGRAPHY 6 / 5 / 89 FND. PIN dCAP L � S �iiql3 DATE OF IMPROVEMENT SURVEY : 8 / 2 / 91 LOT �J O SPOT ELEVATIONS : 2 / 6 / 92 0 Q � • 30 ' 29 ' E 280 . 60 O �, `� S 9 � O Q U 02� PINEO 00.7� PiNE I � / r � � � /� � � F— C9 Z , , � � Z � FPU. 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S .�I1413 � � ' %�" � � �� � � � � � � ; , � � , � � � � 3. 3 ELEC �IA � C RID. 4� WITl1ESS CORNER � ` ti TRpNSFORMER PIN 9 CAP L. 9 ,"12566 � � � I,I i S V 3 LOT 7 � � W �w� � � � � SURVEYOR ' S CERTIFICATE � � � � ^ ; Mk� itUV �: Mi� N7 L �, '� �'r� ; ' l �i � CI�f: TIF1CATE ` I , Dannie Corcoran , a Land Surveyor registered under the laws �� � I hezeby cextiiy t: tiat. this Impzovement Location Ceztificate was prepazed of the S [ate of Colorado , do hezeby certify that chis topographic � W � Q foz CRAlG DENTON , that it is not a land surve was made b me and under � I Y Y iuy 6upflrv1s3op � and ihBC the � � , , , , , , , � � s; urvey plat or improvement suzvey plat , and that it is not to be zelied survey is accura[e and correct to the best of my knovled �t`�� (, p '� W � 0 upon for the establishment of fence , building or other future improvement $�. ��� hc �'��, � � � � lines . ' N ' �sTf' 'T Date : � �Plpt� �OY��;�2 ": � � �.� - - - - - - - - - - C - a -� No . oeito Rooi � s nrc Length Tangent � Chortl I fuzther certify that the improvements on the above described paLCel on F � � Dannie Corcoran _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ this date , B / 2 / 91 , except utility connect3ons , are entirely � * � 7 j * ' Z J - - " " - " ' - - " - - " ' - - " " - " r - - - " " " " _ ° " " ' - " " ' Colorado P . L . S . 1� ' � 1 15 � 28 ' 33�� 148 . 61 40 . i4 20 . 19 40 . 02 NBB � 73 ' 44 ' E Withl. fl the boundaries Of the pazcel , except a5 ShoWn � thdi there diE no �� �v,d ' �c3,• � , � � � > encroachments upon the described premises by impzovements on any adjoining `" , ;, �4�, .,_9u , '�� .: ... premises , except as lndicated , and that theze ls no apparent evidence oz �'� ;f �F � ' , , siyn of an.y ea :, esc= n � crossing or burdening any part of said pazcel , , ��cept NOTICE : SHE �T as noted . �`�� Rf � " Accordin to Colorado laa .� �, p(�(1 6ifr -., 9 you must caamience any legal action based upon any defect �` � ' �� �"• Y years after ou first discover such de£ect . In no event , /c' O�rp NGCFf., `t� s; in this surve within three y � / •. p : may any action basecl upon any defect in this survey be commenced more than tes years � Date : _�= `j,�/ _�___ s��+— X-�`� �_ _ from the date of the certification shown hereon . Stan Hogfel�-= p ; 6$ : � ; Colorado P . L . S . 2f� �8, :r� ; • 'r.r,'• . .••.��a �,,• . . . . '� � . I� � NG , � �. 43g nu:orN[ rC,T 4: �!a: KRM CC N:iULTf1NT� , INC . �303; .° '. 5-� '-� � 1 P. O . BUX n572 FAX s49- 1677 VAIL, COLORi+DO 91657 LETTER OF TRAIVSMlTTAL TO : pATE : ra ►�ifi �` �4ssoC . �� 4'� `i < `� 2- _ �� x 47 �r - 4b8ce ar-rEN�noN : GAt�Y �assuW PROJEC7: J06 NUMBER : 5M1TH � � 5 . �1202 - 05 WE TRANSMIT HEREWITH THE FOLLOWING ITEMS : ! ] MAIL ( ] OVERNIGHT �FAX [ 1 �7HER COPIES : DESCR (PTION : __�___ 1 .Q w,u) REMARKS : JZ � bCq � f{ EIG�E{TS '. BASEp OFt CaARAC�E 5LA $ G� & 30�0 . 0 Mg_N RIDG � � LIV1 �1 �� Rd�] M AND � � ��' � •� L RI �U � ovE.� NaRTHW � ST SEb �ooM �a� 2ot�, : 8337 • 14 RIOC� E o �(E2 Ca�4�A �a� POO [2 : 83 27 . 84 DoR.ME � S '. LIVIN�a KOOM 8342 - 2�{, STAI �S 83'!-k• 74 SIGNED: COPY T0 : '�[ A M� �.fJ� D 1 iiF' R - 9 - 9 �; THII 1 ^ _ 4 .'-. 'n0j949157 i P . F71 � . « . . . -T . . . . . � . . .. . . . . . . - . _ . . ' i � _ . . . . . . . - r -. Q. GRADING & DRAINAGE PLAN LOT 6 � �-> VAIL VILLAGE TENTH FILING �� � TOWN OF VAIL , EAGLE COUNTY , COLORADO �' � � �S ;, %, / v � � � , ' /g � �'o, j ' '; _ ��, " _ �} �� ' � — o� o�E �� - � � � � � � ;� — � - +, . i � � ,, ❑ tJ � � "� ; %� � � � � �� � i � , � �, 1 � i �� ,� � z � � � � I (�� �� .,. � C� I E- �1 ti �� z�, _ � i � � r /� � � � � / / � � =�� � = � � ��;� / � ��" �� � /l���r �D ' ' % -� � / , � � i � � � � , � g . � � � - . / i : � ' � � � � , ( � , � ,� � � �� ��. � Y���J � I � � I � � � i � I I 1— �' \ � �I l / � � � � l � i \ ' I � \ � I , 5 r U['-� 5 �-�UtT�k- ' � � `'-�` 1 � � - - _ �'� � 8 � ;' � � � � / i- - {�U� L {� � - Fi � � f--`�Tr�-T I � � ' � � � - ' WAL L � Y � � � �� + `_,'�- ;� ' � %' + I ' � �� � �J CE �� � � f i i � I � � � I � i1 � � ab � �, � i i� ! � � ;� � ; � � �o :� � ;� \ t I � �' � 16 �� � � � ; � 3 - - I \ I ' ' a a �� r� � I I I I � I %z . 1 � ` � , , tR. a � , , I �� ' � � � � � � 1 < I / I � � I � N � � � � Q �� i:. � � �� � 5 � � � � � , � �, � ,,� � � � i , � / � vEC �z � � E � . � i I . I � �� I, `'� I ''l?t i - - - - - - - J .�F� ,l � �� I , I I ` ` �a b � � � � �_ �wiri � „ ��,�f � a�, _, � ` �i2 E - \ � � I � � � N�°c C' �, ,� '�--- - I I �EW � 1 = ��i �.i � ' - - � � � � � �`' � � �R ��� � ' �� . , r� �� ��� I � � � / � � � � � � 1�A � I I S' 7 � EL EC� � " � '� `p , � u Mk+� 4 � NIiaH k�`� � �ULN� WA4�- �� � �E L e Tq i i_ � � S � � � �'� �> �" �� '� �i" � ��� � � r T� �� � � � L,�rENd , � �n` � T.r. wrl nF VA � �_ _ _ i � �E.�r�- EJ(JST�N� CO �IT�OL{fZ — , Gt1R$ �E{llfl� � � GENERAL NOTES ��� I.S ;Q � I. S �x �'� 1 . CONFlNE LIMITS OF CR�DING TO WITHIN THE PROPERTY UNES, OR OBTAIN �D ��p� �q�C �� PERMISSION TO GRADE ON PROPERTY OWNED BY OTHERS. TYP���- �ULDER �t�1.L 2. ALPINE ASSUMES NO RESPONSIBILITY FOR UTILITY LOCAT10N5. THE UTIUTIES SHOWN "'� F��'�' I � � , � ' � ��� ON THESE PLANS HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. �'� IT IS, HOWEVER THE CONTRACTORS RESPON5181UTY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO 7HE COMMENCEMENT OF CONSTRUCTION. � APe « 4 � 111z TY P l c� (� SECTIonf N��- �-'� ,,,�ES : "�-`" ��' �- ALPINE I , F�E� vERIF`{ Al.�.. �.�USTINC� C.oNTDUI�S f'P-�� To GoNSTFZIXi?loN ANp NdfIFY �MEEfZ � �F aNY L1su� P�+�s �MMEOIaT�L�(, _ 2 . TNE EI� Nc� A-AN Is To � R�VIEwF�P f�( �LS EN�� NF�R fWoR To cor�"TRUGTioN - - = � = = — 9. G£NT"EP-LINt- oF �IVE 15 G�SI(� (yF_ D �T I �• `�'• EjR��`GE , _ — = � � ENGINEERING INC . SC LE I �` _ � Or eow�w[ow�s S���o • s;ezz ox o, � • 3pJ 026-J37J • FAI( G26- S]90 • � �,L - - ' - - - - �"--- � - - -- -- - - -- - � - � �+�— - - - - - _ �.� ��`Y}l �`�T�_ � {i ':M1�C l ZS_f' L�±— _ . . _ __ . . . . � N � � G .--. � n�- �c, � SCALE 1 ' — 10 ' DATE OF TOPOGRAPHY : 6 / 5 / 89 FND. PIN6CAP L . S.�11413 DATE OF IMPROVEMENT SURVEY ; 8 / 2 / 91 LOT rJ O 0 Q 0 2d0 . 60 J O S y • gp ' 29 ' E � U � a . ,\ U � 02 � PINE � 00.7� PINE / � � ` / � ,� Z � FPD. PIN a CAP L. S�S66 EDGE OF \ 1� W ' — � P0.VEM�NT I ��ONE � �� � 00 2 PINE � 0.7� PINE � � U � U � � 1 I / Z w n � � � � � Q � � CABIE 7 i / � Q Z Q T. v eox� I I � w , � U W W I � � , ti i ~ .. , � � � %� � D � � � � � ,% AVALANCHE ZONE � � eouNOaRr � � \ I � � � : H C.7 j I � Z Q � ' + l � 1 � � ' o W J � � I �� ° \ \ � o � J O � w � � � 1 � 1 �� � `� � (0 > Z 1 '\ �\ i ;', a � � J 3 % � %�� LOT 6 � � � � � / 0.�02 nc ' ` � \ i I , �� / ; � �FND. PIN d ' / � + j� AP L . S � 12586 I n � � I r/ � ! / N O ( I I i 6- �� ASPEN TYPICAL I� � � \, � 1 � , � � i o � �\ �1 1 I I o � _ ��,� o MODERATE HAZARD- BWE ZONE / HiGH HAZARD- RED 20NE � ' I m/ I 1 �^' � y � �/ � m �'1 , / / � e , � TRACT A i ° � 11 1�� 1 L�E �� � I � � % w � � 1 \ � o w 1 � � � � ' ; % � . o '� , �' � � a ' � ' / � j' ; �� �� � ce I.O PINE � � `� 0 o i ' � I I � �� � � OI .S PiNE II / � � � I 'I � � S 2 I 4 I � I � � � � I � \ I SEWER MAN - \ � HOLE �� RIM 8286 .6 INV. 8272. 9 �1 � I �� � � �I � I � N� d� r • FNO. PIN � CAP L. S�I I 413 � � � � N 4 � 40 16 1M 277 . 14 — �- � � }• � % I ,' ! ; � �"i � � , i 3K3 E� ECTRIC RID. 4� WITl1E43 CORNER TRANSFORMER PIN 9 CAP L.4.�12566 � � � �jV 3 � � LOT 7 W�w� p � SNOW tiVALANCHS 6IGH ANG�THB 8330 �POOT OCON�TOUR I�NTERVAL � ZONB ; � � � � BOUNDARY IS LOCATHD SOBVEYOA' S CSRTIFICATL � � � �] ( AS PER A LSTTER BY ARTHUR I • t�1►itS � P . B • AVALANCHS CONTROL IMPROVEMENT LOCATION CERTIFICATE d SNGINEER DATBD 4 / 09 / 92 ) I . Daoala Corcoraa, a Laad Survqor rngietered �mdnr che laws DEBRIS AVALANCHE-8Z6H HAZARD COVSRS SNTIRS IA� ( DBBRIS FLOf1 A1�1D I hezeby ceztify that this Inprovement Location Ceztificate vas prepared of the Scace of Culorado , do hernby certify thac thia topographic W � � DEBRIS-AVALANCHE HAZARD ANALYSIS , TOWN OF VAZL , NOVEKBER 1984 ) foz CRAIG DENTON , that it is not a land survey vae sade b�r M aad uadar s� supervisioa , and chat che survey plat or improvement suivey plat , and that it is not to be relied `��� � � � �����" � W � � ourvey is accurate and cortect to the Des[ of mq knoaled�pF�F, (;OR ��' J gpC1CgALL-l�DIU!! SSVSRITY COVERS SNTIRB 7AT ( ROCEF'AI+L STUDY � upon for the establishment of fence , building oz other futuze impzoveaent '+•�oP��p� .'f� U�9y'- � � TOfiN OF 9AIL 11 / 29 / 9Z ) lines . � .A V � Date : G, '� '� " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I fuzther certify that the iaprovements on the above desctibed parcel on Dannie Corcoran c * = �1 no . Deito Radiuc Arc Length Tangene Chora this date , 8 / 2 / 91 , except utility connections , are entizely - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - within the boundaries of the pazcel , except as sho�n , that theze ace no Colorado P . L . S . 1($�� 4 i O Z 1 15 � 28 ' 3J�� 748 . 61 ao . ia 2o . t9 40 . 02 N88 � 13 ' 44 ' E encroachments upon the descilbed premises by iaprovements on any adjoini �q �''• � ��� •' P�:' � � ^ � pzenises , except as indicated , and that there is no apparent evidence oz ��'�•� �FC;t?�,��.�`� si n of an easeeent czossin oz burdenin an rt of aaid arcel e t � � ' 9 Y 4 9 Y Pa p ;,�,S�M�,..p ��� : � SHEET aS IlotEd . �.'�� �,Q(1 AfC/ ���� according to Colorado lar� you �t �ce any legal action based upon any defect ;:p�,p0.�, .HOQFJ'/�t,9s, in this susvey within three H years after you first discover such defect. In no nvent , � ,/�, F �'- p : msy any aotioa ba�ed upon any defect in thic aurny be caimcnced moza than ten years Date : 5- 9- '!/ �'-' "-r1' ��6'� a troa the date of tae cartificatim chawn hezeon. Stan Hogfel�—_ m ; ; a Colorado P . L . S . 2 �S'�8 i ° ' �^ . r�t. = . fs�4• ...�NO s� f �10b N0. 4 3 9 qcqYN[ .v�i� r. �No , . _ , . .. . - - - - � �- - - - � � _ � _ - _ .. �.....�.. GRADING & DRAINAGE PLAN '�'�Il. FIR� DEp,a►R���yT ApProved �s Su� a ; L 0 T 6 APProved �a Ncted G�� Br �"�-��' % -f=— VAIL VILLAGE TENTH FILING ri"e: - - -� �-� � � �' = �- �� TOWN OF VAIL , EAGLE COUNTY , COLORADO D�te: � , � .� ,° << .� �?r �/°��y�_. . . . . , . , . _ .. �- � fa�„ �i �j' �I` � `_ �. . . ':%J� /a�-c� _ � _ . . _. < i < � l . . . . _ _-� / ��"' KS'tc�'J .v /j / '• %, //�+<Gc� f.� /✓ /».�7.� .�L*-rsui�./ � �ii'�./ L �;-. . � . �. , - . . . . �%J �'.� . �, . � �1 . 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ALPINE ASSUMES NO RESPONSIBILITY FOR UTIUTY LOCA110N5. THE UT1LI11ES SHOWN TYPIGQ'L �ULI�EIZ 1�1�L-L ^ FI �L ( � , 3 �' � ��� ON THESE PIANS HAVE BEEN PL07TED fROM THE BEST AVAI�ABLE INFORAAATION . ��E IT IS, HOWEVER THE CONTRACTORS RESPONSIBILITY TO FIELO VERIFY TME LOCAiION OF � ALL UTIUTIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. � ' i i1P¢ tL 4 � l71Z �ES ; TY P IC� L SECTIoI� N��- ��-� �.-� GETPJ L ALPI N E i . F�Ew �ERiFY Au, ewsriNy co�0uR5 }'�,ofz To coNS��1GPoN AND t�iFY �iN� °F ANY tas � PPNCa�s IM��IAT��-'�, ° �_ — 2 . TNE �f�� N� (��N Is To �E R�V�E.WEP �`( ��.s ENE� INEF.�z �WWq� To coNSTi��GTioN — = — = �. �r�rF �.�N� oF i�wv� � r� s►UN � � �T I �, 4 �- � W� . ENGINEERING INC . SC LE I `` _ ( Or eow�woEOw�aos Sca«�o • e;Z�x �� p • JDJ o26-]J)J • FA1( 926- 3390 • r � � � � � ,i� . . _ _ i - '__ � ��� ' ' . . � . . . . _ . . � _ . . . � . i�` . �/ , - Y � -- i" �\ \ �� ' / �' - . \ ���-��..-___ . .r . --._ s'_'_._-���- . - . . . 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