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Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 7 LOT 23.pdf I ----- -- - ! - . I , . � Jl 1�s � l�.e A V � � AV� lI � � � � � Js.s A � �' O X 2 8 � i POST OFFICE B 3 3 � VAII. , , COo 81658 0 i � Q97o � g494121 p . � � � � � I � ¢ � 1Vi1E1V� � � R. O � �411� IE �. IC � N II�TST � T' U �' E OF AR.CI-IITECTS � � � , � � Q ¢ � o ',, � � ; � , Q � � F � > > � � � �. �, � � , e . �� ; � � � , , . . � � � _ � rk � II I � � � W Q O � w � � ..a � p.. �'pWN O� i�A1L DESIGN REVIEW STAFF APPROVAL \ DATE: � 6� F,TAFF . ' --- - - - - . _ I � I I I � - - � - - - - - - - ' � I. � � � I z :J :3� a `1 � � I � x '� � � � , � � — — � — — "� x � -- � ;�r, �� .� -' O "1'� -,�--+ x -* p" V = 1'1EGHANICAL VENTILATIDN REQUIRED � � GOI'1PLY TO 97 UHC . SEG . 1203 . 3 � ^ V � z � ' �/ �* — �l J `+ ? EO = WINDOW APPROVED FOR EMERGENCI' ESCAPE AND RESCUE � `� .- a GOMPLT TO q7 USG . SEC . 910 . 4 i � — ; i z _ � =- �' > � � � = SI"10KE DECTOR REQUIRED � UNIT A OUTLINE � " � ;�� GOMPLY TO q7 UBC . SEC . 310 . 9 . 1 . 2 NOTE � DRYER EXAUST REQUIRED TO SE RUN TO SUILDING EXTERIOR AND � `' < TERMINATE AT LEAST 3 ' - 0" FROM OPENING BAGK INTO SUILDING w " — —_� — — — — - �' � GOMPLY TO 97 UMC . — — - - � - - � � � — — — ((�; ; I i 2 BATN ttl I I O LAUNDRY I - - - - � - - - � 1 � " " I I �� a�� ui �� Q =�- , � B�oori � �,�� ' � � � � o - � � 0 MEDIA ROOM i / O NEW WINDOWS � I P�WDER NOTE : MOVE STEEL HEADER UP, � I FLUSH WITN FL00�2 ABOVE . �' � � �� r�� p `� _ I`1UD ROOI`t REMOVE DOOR AND WALL W � , �' � � �� , . �,_ , ; � � �� ¢ � I � Gi �. I REMOVE WALL l � z � �I , O ; ' — '�i � � v'+ , ; A � � - - - _ � � — — - -�, fi- = w � �c o/ BED tt3 - - -� -- - - -� -- - - Q x BED tt2 � - - Q � � �� (S ) � �- GEILING BREAK I � � �„� O � BATN #2 NOTE : SAFETY GLAZING REQUIRED � , � � NEW WINDOW � a" Q ,� /� COMPL7 TO 97 UBG . SEC . 2406 i � I �- LOWER LEVEL 8189' - 0" i � 6 ' —O" x 5 ' -0" � � � �� O O O �, UP � _ - - _ _. � � x Q O -- - --_ --� 5 � o w � � � � � � I - - uP Q d � i NOTE : HANDRAIL/GUARDRAIL REQUIRED � � w � � I ENTRY GOI`1PLY TO 97 USG . SEC . 1003 . 3 . 3 .6 �, � � � L — — — — — — — — — — — — — — — — — — — — — — — — —� � / � NEW STAIRS � � N � i — - NFW DODR 2 ' -6 " x 6 ' -8" � Q � FLOOR OUTLINE ABOVE NEW WINDOW � � 8193 ' - 4 11 /16 ° 20 h'IIN . RATED SELF CLOSING ►-� , „ , „ — 97 UBC . SEC . 302 . 4 EXG . ts4 � 2" SLOPED STONE GAP 3 -0 x 6 -8 NOTE � RISE < RUN OF STAIRS SNALL COMPLY TO 97 UBG . SEC . 1003 .3 . 3 .6 � NOTE : SAFETY GLAZING REQUIRED REMOVE GARAGE DOORS GOMPLY TO 97 UBG . SEC . 2406 NEW MEGI-I . LOCATION BELOW STAIR . NEW BOILER VENT . �Oc��!'}'ki��Frr � 8189' -0�� sr�.��e� �;��fs wnr� �.i. � :akcHiTr:rr r.c ai.� Hx•rirs wsee� ei � � NOTE � GARAGE / DWELLING SEPARATION REQUIRED � , i r�m uxxwr.r. .�� w mv a � GOMPLY TO 97 UBG . SEG . 302 . 4 EXG . t�4 � � EXISTING GARAGE LEVEL 8186 — 0 � +�`�N�Y��n A• µ WROUC,F-IT IRON RAILING � �„F �,��f i u �.�,��. �,� A�wa„ �. NEW WINDOWS • �*,� ,.a� x� .:,. DN — � NEW GARAGE LEVEL 8177' -0" I •R"��" �b �� .F� 5 ' -0" x 4 ' -0" � � ry ,.ti� �. P�, ,.,�,� . DN SLAB ON GRADE i ' � � ,�T��np , rn.�. a.vs aca. 2" SLOPED STONE CAP TM[ bRTnC10\ NML�. TIQ0.l�� T��- � NEW GARAGE DOORS �'"„"""„'"p`�'"' vAS.n<nmmms n, �.�vm . nu� �aeff n �im �muv x� �.n rv. na tunww.a � � WROUGNT IRON RAILING �_, .„,,,�,,,, �,,, . .�,W; I N W STAIRS �� , "", 'vYNM�p�aM 4PtlV.V•2] i��T16.AC'101RTi9U6 I �.II LA�Yp�DCXi 1 lill ' — lill '� ! ow.x� xr '�'{'� � — � � 12E('10VE WINDOW „ � NEW STAIRS ' AUG . 27, 2003 �� 8177� —OII . er..u.wannn iren.; . T7 � � -� 8184' -O" 1 NOV . 3, 2003 TN STONE VENEER 2 JAN . 19, 2004 TN NEW PLANTING AREA 3 JAN . 26, 2004 TN OUNK ROOM 4 FEB . 2, 2004 TN � / $ 8187' - D" 5 JUNE 29, 2004 TN b AUG. b, 2004 RJN iil � � � " � NOTE � HANDRAIL/GUARDRAIL REQUIRED `� � I�� G4MPLY TO 97 UBG . SEG . 10033 . 3 6 , � I � �;I ', ' � NOTE : RISE 9 RUN oF STA� RS �A� � LOWER LEVEL FLOOR PLAN GOMPLY TO 97 UBG . SEC . 1003 .3 .3 . 6 JQ , ; SCALE l i4" = 1 '-0" O � 8177' -0" i '� TOWN O� �'AiL � � DESIGN REVIEW � ��, STAFF APPROVAL � � DATE: � �� 6 � �,T,AFF : ` / r V i — — _— — — _ _ _ _ — — — _ _ _ _ — — _ — — — — _ _ _ — — _ — � y I � - W z < ' 0 i "' x - � M: � _ _ � - - - - - - - - �i _ i '" x �n — I ✓� X ._ �� J W ,: x � - � :, ,; a �Z " Y � Qi � .J _i•. I ��i '� Z � ' � — h J � ¢ 1 z �- > - � � w � � — — � — ` II c:a F- � ' v� _ � � - � NOTE � GUARDRAIL REQUIRED � � COI"IPLY TO 97 UBC . SEG . 50q DD603S5 FISHERbPAYKEL DISI-IDRAWERS I 36 � VIKING RANGE (VERIFY ) UNIT A OUTLINE \ I NOTE : NOOD SYSTEI"I REQUIRED I � o COMPLY TO �l7 UMC . SEC . �107.2 � � r- - - - - 9 � . REMOVE WINDOWS ; � � i � NcATED SAND STONE ' i � C/) S�OPE TO SGUPPER I i `� i I F ; �� - - - � — - - - W W DEGK bw KITGHEN � � , � REl'10VE WINDOW � � �n DINING � - i _ 1� ° o , Q � (WOOD) i � CTILE) � -�' p _ _ , z �1' II �] a ] oC NOTE : SAFETY GLAZING REQUIRED � NopD -/ � � V ' ^ � o ; �C • � _ ` � -' NEW I"1ASTER CLOSET � GO^'iPLY TO QI7 UBC . SEC . 2406 - � / , I % I� _b� -�N � NOTE : GUARDRAIL REQUIRED Q Q � II � Q Q ' � , I ! � 1'�ASTER BATN L - COI`1PLY TO 97 UHG . SEC . 50�I O ,..., O - - - -'�- - - - ' Q � -- -- ' i \ � — r 1 � � � � 5 I � REMO E DOORS ^[�] „ � �" �I� � � VERIF7 5�UGTURAL COLUI"IN - R � NEW WALLS AND DOORS � ^ � Q; O I Z , NEW DEGK „� Q O , � � HEATED SANDSTONE , �,' U � STRUCTURAL COLAR TIES �� O MASTER BED '�, SLOPE TO SCUPPER U �" I @ 30 O. G . �MIt- , M..� Gia �. � M��, (�n) ' � O � ,� > DECK _ 48" SUB- ZERO O NEWN DOORS 81q� q 3�8�� NOTE : SAFETY GLAZING REQUIiZED a � W � LIVING � UPf'ER LEVEL 8197 9 3/8 - 6 0 x 8 0 CAI'1PLY TO 97 UBG . SEC . 2406 r+j CQ WALL MOUNT TO� LET (V (wOOD) W DOO � � �, DN E""' N - - - ---�I -= _=�' r�==-"� - - ' O -� - �_°= - Z_ - � - - - - - - - -� � . I' r `i �`7 -1 I � / � I i ` -FP I I I NEW WINDOW -- J � , _(4A5) OPEN O BELOW � I I MOVE WALL � - - - � _ - - --_ - � - - - -- - ---- i ; - - - - - - NEW WINDOW cO I 3' - 0" X 9 ' - 0" cQcor�rtac;tn ti�� t�; i:��tfs iz�u� REMOVE WINDOWS ' I � I �.i a. :vzcm-ir.c� r.c :\LL RIGIITS RGSERb'ED — �. »m witivorr. ...oiaa mc.c — , nWO�IOG��YR N�W NEW BOILER VENT I �p.� �a� �� sY1t�'hi. R 11&.ihllMllY:R 5M1'�F� 'v�VFI F@Fl+ n f�. V�MI}!'I �. . AM] B YVfT[I!E WI I � gy1• PWN.rli .ryp4LiW1I1104i L flp 'i4R15\ AL71(IXITATTf tl{ NOTE NEW GAS BURNING FIREPLAGE onvc� �u¢eeme� COP'fPLY TO 97 UBC . CNAPTER 3 � NOTE : GUARDRAIL REQUIRED ROOF OUTLINE COMPL7 TO 97 UBG . SEG . 50�1 ��TM�TM�� yffi� GARAGE OUTLINE BELOW ��TM�b�i� � I rm.o rw.nm!me r•, .�exmr nu r tN;ort %Na�v uRl�v w,iM :'� ii1E 1!lAMpO NEW DECK ,� ,•,,,�,,,m,.��.. wnv � wwn�s o�nectan+w��r �V = MECHANIGAL VENTILATiON REQUIRED (HEATED FLO,GSTONE) ""'° °°,°�"° "�"" rM. . :Enr..; GOMPLY TO 97 UBG . SEC . 1203 . 3 � 8197' -q 3/8" EO = WINDOW APPROVED FOR EMERGENGY ESCAPE AND RESGUE I °� �^ �- TN GOP'IPLY TO 97 UBC . SEC . 310 . 4 • AUG . 27, 2003 • I • qFV@MG�R or.�x 1 NOV . 3, 2003 TH �5) � SMOKE DEGTOR REOUIREC 2 JAN . Iq 2004 TN � COMPLY TO 97 UBG . SEC 310 . Q . 1 . 2 I 3 JAN . 26, 2004 TH L — — — — — — — — — — — 4 FEB. 2, 2004 TN 5 JUNE 2°I, 2004 TN b AUG. b, 2004 RJN i '' � \ UPPER LEVEL FLODR PLAN XpN/N O� VAt� � DESIGN REVIEW tiC-� l_ [- 1 -�" _ � ' -U" STAFF APPROVAL A2 ` �, � �`� i' ' DATE : ,�,T.AFF : f .J z � W z ¢ � �. x �- � `- r� " x — V� X �, N w � � � _ 'C — ' r .G _ .� c' Z � � ¢ `� :J p � _, _ z ..; _ < - n J z ` � � - - > -- � ' NEW 2x WOOD TRIM (TYPIGAL) W V � II I, I � I "PATINA" GOPPER SHINCxLES � " < � : Ij l � ! � F � � I il � v� x � � i , m I � I � � - I� 12 /\ I I� � 2 I z � , � � � � �� \ �%� � A� I � �, � � � � � ' ' � �, � � � ❑ � � i � i � ' ' I _ -- -__ -_- , I � i F" � � � � - - - - — - - - - - - - - - - - - - - - UPPEi2 LEVEL UNIT A ,� � II I - — , w � �, UPPER LEVEL 8197' -9 3/8" - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - � F'' i I � . , i � ' i � Z � / \ / ' � ' �I I I i ' I / \ -- ` i--� � � ! I w � O~C Q , / - \ — + \ / _ MAIN LEVEL UNIT A � Q � Q' O � , Q � O LOWER LEVEL 818q' - D" ' , � � 9 - - ' EXISTING UNIT A � � NEW BUNK ROOM 8187' -0" w � � - - - - � ¢ O ,,� � Q � � - � U A �k � r WROUG�HT IRON RAILING — -- FINISHED GRADE ^ O w '� GOPPER GAP — � � w ? T h+�l N � TH EL VA 1 bxb GEDAR POSTS M � 5( 1LP. � ' 16 " = I '-0" NEYV GARAGE LEVEL 8177' -O",� N � _ � � � N NOTE MATCN EXISTING I`IATERIALS O � / 12 �• _ 7 �' % j� - lQ' cUY1�Rlc;ln� _ --_ _� 11l?1E\' JANES NIDE.V 12 ! I i i I .41J.i` Rl til'S HES'ER1'l'1> 7 � i I I I nm �ewe��. .i, m�me.a .w�Mrlui:�i¢Y:n. nu� 1\1lllUNt\T '�Y �,�1FN�M.V Nvq�2 61fi1 YPiVFVrTaY I I I �� RF1'eT IALIX P9LA A 1 i �__ __ _ JItY[I'S[l V♦: . .ND C�L�I TO� l tQi P 4WN! �l IAii YTIIM'i I '1R�. Rlff'fEX �t11NSM]iAil[4�' ��F _— ❑ SITTINQS��D� re :,wna�rn,xawu, nun� n .na, hRN'i M'D9Ul\'.�\ MAYTJi- . \ I II fIl1.O1:u10.R1If�l ➢: VIIII4'1' '1lAl� �INR LhMN �£Abl � II II I T I: nDilmf�lA{N(R � � � I � . IILLR'M}.�R[�XftlA1 [ !@ll9 ..�� v�unnnsua unnm�.w� I I � � I li I I ruTlFMe9ttrta0au - - - - �- - - - - 1- - I - - - - UPPER LEVEL UNIT AA "^"�°�`° � � � -- - i �,..,w,. �„ �, UPPER LEVEL 8197' -9 3/8" � - _ _ - - 12 - - , i � I � �,.,, AU6. 27, 2003 � � I �� ' � i '� � I � I . .r.arry..n.n wrtur � I NOV. 3, 2003 TN � i � \ \ 2 JAN . 19, 2004 TN � MAIN LEVEL UNIT A 3 JAN . 26, 2004 TN \ / — _ _ ' — — A 4 FEB . 2, 2004 TN � / , i �, LOWER LEVEL 8189' -0° _ _ i GARAGE LEVEL UNIT Ad 6 A G b/ 20044RJHu NEW BUNK ROOI"I 8187' -0" EXISTING UNIT A WEST ELE��VATION � - s� ,a �. r ;% � c�� — r-o" � � - , A NEW GARAGE LEVEL 8i77' -O" r NiSNEG GRA.DE �OWN O�' iPAt1� DESIGN REVIEW STAFF APPROVA �A4 � a . DATE: --i uTAFF : !.' 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XSI��'�NFM W MuFF1W M�I � � FyV 'C1.cpQITMQ1lOf . d.�Tb>Oil��fi D� � ;.mn �,., ,AO,�r .R„a, /� � �� /� � � � � , �� , � .�,� � , i i.�P ;' � rwwmucnimi.rwm+ a� �renxuni�mna ENTRY � / � /� l'1� (UT)nrvl[IINUlLT11iY1.R�.3UY ;- � j� -I�1 � �S�A, IR6� � i� / � � � � n�u� .vmmsvx�cm�m . � � � / . ; '/ � I � � �.ocw.vmm.a ..�vau+ nNtmu�xwv�. wun � j' / ; � � � i � . elY1 vM nu ae.sw�wwsv.w,'m / , i / . / ��imamwc-nwax.utarnxr � � � j � /� I rn,xrmaa :� -� �' mm� amc�sua i j� /'' / / // j, I � � �� /� � %. � I wA.'N �) �{� � � / � j � / I � / / / � /� j /' ,� � � / II °„* AUG . 6, Z(J04 � . ,�� i i� � vrcm.wc.,n �.,na � , � I , � � � � i / " '� �� ift��l � i� I % ' , � % I � i � 81 ' I � � � '� � , / ' � / � ,� � ,� � ,�� . - GRFA 2566 SQ . FT. ; � - , , � �� , , ; ; , ; ; ; ,; , � . , �� / LOWER LEVEL FLOOR PLAN , , > ; ' , ' / / ! � / i SCALE 1 /�3" = t ' -0" O i i �' � � i , ' ; i i . .\ � . � TOWN �� iiAPL DESIGN REVIEW � T � STAFF APPROVAL �'1 1_ DATE : 2- � 6� �T.AFF: '� � _ — _ — _ _ _ _ _ — — — — _ _ _ _ � F :J � � z � '� � � . � W � a < i 0 • � � - - — — - - — — — — " T ., � N � � — — �' OG V� x � N � W � x � — r I � . ,� T r , y � � I Q u � � -� I � � . .. z , � � o � , � - ^ `i a � J i z :- > ' a I � � � - I (— — — — — w . � • � �i � � ` �. � � :± � i 9 I '� � � I � � `\ I II . � ' i o ' � � i'� � ; � - - — — — — i� � - - — — - - � . � � � � � � � � F"' � � / / — / � — — — — - — - — � � � � „ ' I ,� _ ' r; � % F � � � ; ; , , � ` � � . LLl � � � _ i ; �' ' � � i �� i � ` ` _ I - / o � � , , z - � � � � _ � i � ►...a a � � � � % - , ' , � , �ii � W � � � a , ', � / r , , I �"'+ > Q � �i - — - - - / � ; , ; ; �, � 0 � ¢ O � - � ;� � � � � , � ,� � - � � ;�� ; � � °� � � � � ; � / �/ -� � , � � > � � � � � ;, , , ; � � � ' , _ ` O � � � ' � � � / ' . , � � � �, , , , w � ;� � , ; � � � � � � � ' �� , � . � , , ;��,% � �' , / , ° ' ° ' � Q o �� ' � x U , % " , , � , i i , � G�; i I , /' � , � � � '� � ' � W ,_,j� , , / . ;, " ' O , , ,, i % - : ; i� � % / �� . � � � � � � ;: ;;� � � , �� ;, � �q w � � / �' '� ! / � � ' M � � � ' N ' � � � � et , � �' j� / % / � V� � F . � / � / / / / � — — _— - �— - — — — N � / j �• Q '" , . � / � - - � � � , � �_ ; � � � � I �� / ' — — ,' )% / li - � —� � � � I ' /� % i � l , - � - - � _ , � � �, � � , �� , , , ; ' , , / cQ' co er.�ri % � S7'L+\ FV JAb1f5 RIO!'i': � � i � � � � � � � � � 4JA ARCIfITEC"I PC. 9LL RlrHlti Ri:9EJtbl;D I t1dlWfFIIFT� i+lUlllf¢lisf AW LbrtMl�ut,C:. MAV . IbTf1l�Rlf !W M'M1�l �BVILF. 311d[�W PNITY nF ITf8Yi1 HL0l6fT AIA SUMMARY TABLE 4L� � r� �� n„U, ru� „� a�� .� ...r�,R M MV iTf.l:A41NWflwMNq I tiFV[�1wMf ItmFT- TI6l45YIiK�011 �l411 '11C#Q�(!Ql evm��wo�c+vn umra� �sno co nmc.n� ni vuw GRFA ALLOWABLE I rxn mwew x SITE 24760 SQ . FT . y� � � �� ,.�. ��.� MYv�y�n[YwM��RUqV W'Et TV TfE McIQTE!T �Rf qIXT4l1A!i <I0, 000> x . 4b = 4 , 600 I C5� DOO> X .38 s i � 900 <q, 760> x . 13 � 1 , 269 ,,,.,,. �, �N TOTAL 7, 76q I �•^�� AUG . b, 2004 ALLOWABLE PRIt"I < ° I • rl�OPAIUiL 0.T�Lw 7, 769 x . ti ALLOWABLE SEGC ' —^ L _ _ _ _ _ _ _ _ _ _ _ 7, 769 x . AC = 3, 108 GRFA TOTALS ( RE� PLAN TOTAL SHEETS) LOWER LEVEL � 2, 566 BUNK ROOM = 611 UPPER LEVEL = 2, 109 TOTAL 5, 286 GRFA DEDUCTIONS GARAGE = 6� GRFA 2109 SQ , FT. AREA BELOW GRADE : TOTAL AREA � 2, 246 ' , AREA BELOW a 650 � � � � UPPER LEVEL FLOOR PLAN 650 t 2 , 246 = 2�iX � � � '� 2q x 2 , 566 = 744 , �OW� O� 4AfL ! SC.A1 . E i ;-t" = 1 '-0" DESIGN REVIEW ' TOTAL 1 , 344 ' STAFF qPPROVq � ALLOWABLE 4, 661 \ TOTAL 5, 286 � , �AT� -- `6 2 DEDUGTION 1 344 GRFA 3 , 942 SQ . F � vT.4FF: � , i I �J IL� J � x ¢ G� _ b, z � � `^ n "� �p — � � , �rT, %( V• N ` W � ^ � ,.. x e* S � J L � v. � Z � I� � ¢ � UC - i I •• Z , I � I � � ^ ... 1� Q I I I I I I � II � . z ; - ` I � � I I W f V t: i I i I � I I � I � ; i I I ' > = � i � � � � i I � � � w < i � � � 1 ; � � I , � _ I � � j \ I � i ` � I i v% 5 �= \ _ r � i ' � � :� � � � I ' I i � � ' � - , - � � i � � I I I � � � � � � i � __ � __ ' � I � � � �� I� i � i i� � ! ; � I i j � � �, I � ; ! I � i ,. , � � � Y � � % \ I ��y \. I . . . . _ . . _ � . I � � M I � T � ^I \ / _ w \ I J � T � � � � � I I � �� , � � � ,� z � �., W �' �� a � � , � � - - ' � � � � o � � _� i � O r , � � .� � � x ,� W � Q o � TOTAL AREA 762 SQ . FT . / AREA BELOW GRADE 0 SQ . FT . L� Q p . x � U � NORTH Ei , EVATION � w � � � � ~ � � � w j M � N � � N � � � �� _ -�� j �� / , i � I � ; I � , � � I s I j I , ' � i � , � I cQcavt'a�c�rr 3 sreti�r:H ��M�s teRx;� ;! 0�0 n.L�1. 4RCHIlECI P.C. �-''7 I I II I � AI .1. RI(}HTS RkSF.R�tiU I � I � 'IIL� IXH.4l0it. ANnTBl66V �i � � � �.MLOI[1n PHPA N V Cf(8ff(L�l /1F R�WI'l�MY I BH�ItF. IY i�iE OIh VFITI V{ / 1TC�'@. M�m IlII)!\ AIA � ARItQR'�T)C . .W�PXUIIVLF . �$�P wfol k p. IUi MR�ptT I r tICWJTIEa' n:rTM�YfNTJMqF .� I i I6V!'Y IAIIF]I Uf4T y/� II j l� �Wlf/.lT�l9HK1TblW411.V �� II ' I 6OKlANDiI'R�'6C�f@Nl � eaocumm..nmwvs mwr ixcce me:�m��na.ner aoF u+*+� nr..+w�� ' I!� MATA'. 'Ir.� SHN L �IAKT I I I � �� I � YYV.LLIwlllrv�0lO�C�pXNCRY ' i � .VMWIRiE('lIIITyC ��YSR)..\[� � i � / � , ,..,.. �,. RJN I i . i i °, AUG . 6, 2004 � i � / • c4A4Yr��R M1IMI // / / / I / / � _ / / / / TOTAL AREA 373 SQ . F �1� . �' � � BELOV�' GRADE 187 SQ . FT. WEST F, LEVATION E sC' � I . E . � , � 6 ° � '-n ° 'F�WN �� ir'APL DESIGN REVIEW STAFF APPROVAL � � � DATE: �` �j L � �TAFF: J: � �J � � :J W a ^ C F� y "� x O � �+ �. x — v — � � � � � i � W ^- a ° � �'" � ra i: = „ � z Q� `-� �J P r� i Z � = � d " � rJ J Z _ � - x W r � � ¢ ' W � c I , I i � � � � � ,._ � i � � i � ; . � i � i � � .\ � � � � i � � � r-+ � � � W � � � i (� [--� , Q� / i ' � � � �� ' / � �� , � z ; , � ;- � , , �� ; a � . �, ;� / � �� , w � � � ; � � � • � ' � � � � � � �/ , ' � / /� , � � � . i � � r.� � Q 0 ? � Q TOTAL AREA 596 SQ . FT . / AREA BELOW GRADE ? 36 S . FT . � � o Q w � .� SOUTH ELEVATION � � Q o SCALE 3/ l6" = I '-0" O a" � � � � .-� '� � � W > M � N � � � � N � �� \ � .� � � � %' �� i � � � \ / �/ - / � i "% � � COCqPYBNiIif - / i � .�1�t:ARI'HIL'fBCT '!'.�C -, � � I .41,L RI(3H'IS RESFJ2\EI7 �I � I I i�YtV.�Ii. MD116�0IK II I� � � ANI(IfyQ(S10fA, ASAV � \ MIlUYOT d' PA�1Ml�i�LL / \ wrxs w rs nvran a� E¢v}:� y�yB >NX n1w / \ / I .WWIFLTl� . Wlb�vl�l�r4t _ .., :rY[I A W1ULLF IY YM1141MAi � � 96�P�il@�'M�iHUUPnIIIN (T �� I mvE.x�aa�m� . � � sw .rrnwrtMUwim��.�.v YY6t NT�li F I'AOIMD � � \ / I tYO.U['�XaR1inMN �QY �1LaiTl�l1! Wc4+(�tilEt'i WY{: :A � pPA'�TY.y i lq n.�TM('ntLkVll �tN.YT I 4YT "MNSS W M Opl'WUwT�.1 T::12 M<MI'B T�an�F � D � � . .. nrcrE.,nc j"� \ i -� \ ow..wv x�. �u 'I � �� r � _ � '"" AUG . b� 2004 I II � . . _ _ _ _ _ _ ' ce�t.v � :..n. nrr,ei Ir ` _ _ ' _ _ _ _ ri 1 � } ' � ' I i I _� _ �� / / . � / . ' / // / . :'% ' / : i / � �� // 1 � � %' / / j ;/ :� / / . � j � j�/ TOTAL AREA 99 SQ . FT . / TOTAL AREA 416 SQ . FT . / AREA BELOW GRADE 128 SQ . FT . AREA BELOW GRADE 99 SQ . FT EAST ELEVATION 1roWN O� i/Ati� P ,�IRTIAL SOLTTH ELEVATION �� .� � . E ; i �� r_n�� DESIGN REVIEVV STAFF APPROVAL S F4 C7ATE: _ ��,� � o y �i�:�1- . _ N F U w F- z x w � Ca � � aO w � �"` O N ap t•��.. W RADI � S = � 205 . ? ` ' � � ~ - DtLTA = 9 �2 `�J � 1 � ' T.O.W. 8ib9' -0' 4' -0' GONCRETE PAN _ � x " ^ ,,,��"'„ 6.O.W. 8168' -0� 18' GMP r � � � wOaot � � —�+ m p� tA A.RC = 198 . 2 � � _ - - - '- - T � tlGENT = 99 . 35 , 8169' -0" � � � T.O.W . 8�69� _�• � W o + z R � A ;_ � ORD - 198 . 02 � r.o.w . e��r -o�� _ — _ _ _ $ — , e.o.w . aiba' -oF, q � � °i VER � AM D - . B.o.W . a�� -o _ � �, . . z gEA _ .< �� _ , � z •zo ' 3E "_ _ _ - - - _ _ — w . o � ; ` p -a n� � .. � 5p' R . � � W � � _ - - � - "' ;;}- - z �. ` �' � � � � � � � , � ' T .O.W. e16Q' -6" W "' � < � � /�� ' ' B.O.W. 8168' -0" 1 O �- � r � � / _ - �� ='� - 'r � r ° w _ ! � _ . / , , ,, , ,�-v _ - - — - W O IAH 0920 OUTLME OF EXISTING � � � Y / - - a� � 'I �' � �i RIM ELEV. � 8173.2' VEG17ATiDN � � � � � ` 1O � - ' T.O.W . a172' -G�� FOUND PIN AND CAP � W �NVERT iN � B164J ' � � � .O.W . 8�74'_G' B.D.W . E170' _0' n - - .� INVERT OUT � 8184.3' - � � � � ;� _ � '� LS. N0. 18827 w (BASIS OF ELEVAT10N5) _ � � � � _ _ � i � = — j — _ _ B.O W 8172 0 `�^ �- - I � � � � �� ' J � / � � ��=�._ � -- — % ' -�- _' �j,< `\ � / - � � - - � _ I �� , ! I EX�ST�NG PREhi�SE �D. (254 � �-��-- � — -- — � - - - - - - — - — — "`= — — -- c�{ GRADS � I �' ,� � .. _ - - — T.O.W. 8177'-0" — � ' _ - i w � � - � 18' CM ,f�� B.O.W. 8176'-0" �- - 8172 -0 � I - - _ _ � \ '_ i_- _ - i,,_ _ ;� \ - - — — __ ` � . I � \ _ � � \ �-' _, '_- - - , >,' ,��_ � . . �sP � I , ss�� ,,,- .. . . , ;� , y r.o.w. ei�� -�` � aw 81 �4' -b" _ \ , : � 8170 I -$ 'V" ;K �, -�/ s.o.w. ei�a�-o� � . ` - � � . -� � � � �,r_ �� _ - _ - � _ ' � , - �,, � ' , . _. �-, � � ___-:;�� '. - ` � GOLUM � - � - _ � - �' '� : - -� - 617�e � —�n , � ' I C/� , � , �. _._;.� _ _ . � , � ; ; �=; - `.\ ,, ; , . ' PARCEL C LOT 24 -� � ' � I � / ' - \ _ � ' � EMOVE TREE � � � ' t ' ` � �� T .o.W . e�T,� -o� , , -- . , „ - �- _ _ ( COMMON PARCEL ) � � r- � e��b -a ;- -- , � B.O.W . 817G' - - , � li� i' ' � Bi77� _On NEW DRIVE ` " _ _ ` -, - _ . � - �, ° - � _ coNCRETE pAVERS � �� ' ' _ - 0.353 ACRES � _ � Z � � 1 � _ .� y.�� . . . _. i . l , � I � '' �- � � r",; ; , 4 _ �� _ ` ' - �„� � � r , 1 � EXtSTiNG � � , � � ' � � � - ; � _, .4-- �:_ � � � HEATED DW E , Y r _ � � � / -\�'�7�r_T �- � � � 7c � -- / � , - � :� / � I � Q l � � 1 - 7 n � � 1 T.O.W . 8178i _�• - _ ` t a - �, / � ` 8177� 'a i � `. • -�`;' ` 1�� F�1 ,.,.� Q � � B.O.W . 8t77' -D � �i' y I _ ! � ~ � - _ , � .. , i� � � '- :� 1� � 1 1 +� T.9.�7 . 8�178 _4�' t� ,' � � _ , � . ` -. � X � � � � � � O ¢ � � \ -� . - 1 � ', ��.. � �� ,0 J —,- —»� , B.O.W . 177 0 � _ � � � ?� �� \ � � � - , . � �.+ 1 r r � T.Q.W. 6184 0 � 1 - - - _ , ` � _ 1 ' � � Z� � ' \ � - - - " I � � ' i �_ __ . � . � � .. ' \ � D � - B.01N .-8�81'�O_" ' . . � , , _�c.__ . i . n./ . ' . \ � r . _ Z, � im 1 � ' I y \ , . � . �� ' • — -- + -- ' q " � _ � �} � - - - . I - w � _ r � � � � ^ �f�=- r1 _ - - - -� E;,� �a � � , � .. - • � ` ' ' J L J _ - � �a,��-y ea a q , , � � � '`� �� r ',,. � , l - - - — � ¢ %- � A 4 � NEW 5 �E�LT �� 01'77' Qn . _ P, � � � � _ /� , r � ' � ` „I;� ,� 1��/ \ - � _ - � � � x � u � 1 BOILER � � _ i / " ,'� �1 �- �� l ` � g18� � '— � , � - ' �'o.w. eieo� -o° -� � . . — - -- -�� - - 1 r � - i / ��' _ 2_� ` : — "� - ►�--�I Q � .; � \ k . � B.a w.� aiT' -o'. _ . .- � ;g4. 3 � .. - -� ` � ' — -- -' � �� ' ,� t �T _ � � � �1 . _ r _ -,_- � _ _ ,.� , � � � , . ' � � rS8'1 '� W _ — � � i _ _ � � `-._''� � ti . , » _ 0.3 � �,. .. _ _ , I� � (� ¢ � 1 V - - � � , a �� ` ' � $� 81 � �� .i � � V ` r' i 5`81�45 _ - — �� — - � : � W � t5' ,0' .�i- �' \� � 1 � � _ � . _ _ � �" � . ' _ � _ _ �- - 'y_ \ �.. .- � _ � � � I � � ' - .. - - -i '" _ , _ _ _._ �� N � �- - � .y� �k � _ 1 1 ,. � ` _ - � - ` � .. ___ __-(� � 1 1 i � — � _�._ � L_ • ' _ _ �y I = _ ._ ` � /� - , , ), r 2 I � 1 ' f' _ _ � � � Z� °" . i � ` � r I � 0 T 2 0 A ' �� ' `�..� I i N� �� p� ; _ _ =" — � C � .' � � . � � �"- �� ► v// - -i� _ �; - - " ` � � , � � . 11 `, ` �a 1 V � N � � � �- � G+��, '� � � S I S� 'i � �' � � ; � � � � o� i � � ,. � ROP�� NE� 51TE G��RAGE �� 1 atwe ro e � _ � P w 1 � � RErrovEV •A � - - t � __ � - pT . — I ; � i 1 � 1 � a' _ ' ` r _ a lA3 q � ' ? .; i ;! � I - , _ _ _f . —. - � l_ - — �- " . I �� G COPYRIGHT }-- I - STEVEN JA![Eb IUDPN _'�� . : ' L . . -" �` �. � ` �� -.. A. I. A. ARCHITEC7' RC. --K-�� ' � ALL AIGHTS RE56RVED �_-_ � :_�— � -� -� P A R C E L B � � ,� �.� I�IM. M �r � � ��. � m �u, - �-1`��"� _� I�. . NEW DEGK VE ' I 0. 109 ACRES � � � — � ' wnmu� a ��wwi�.0 j• � ' ' 0� � ' 1 i N g�•q5� �0 E 3. 4 6' % ` � � ��„E _ 54.42,� � — I � P A L R E M O D E L N O N -P E R M E A H L E A R EA I N F O RMATION ;n;,;a�,�,,.;',,�, 4T;�� , T' ` 13 .79 _ . . - �i , '� � � Jygt'45 � �- -� ^_ .�.mrnwc .a . .,m n w�, r� .c 1�j-- - � ' '� `` � 1 � y � _ . � ;� # . �gg�'� � � — J � 1 �6� �� LOT SIZE � 24, 776 SQ . FT ra� rioul noN � / EXI5TING �, � � 7 s �� " ' S � N08'15'00" W - 4. 50� �. NEW DEGK I"IAXIMU("1 NON - PERI"IEABLE AREA ALLOWED � NEnTED DRivE ! ;fl v! . �. I � 40� OF SITE (9q14 SQ. FT . ) � �1 ` � - - "^ � + `', NEW ROOF OVERHANG � JANIS P'IEYER DRIVE = 3017 SQ . FT . � �� T IMVtCT �MD NLV�T t1GRiM0 / - � � � ` } - - - � �.- r � _ _,_ - - 1--°�� ' � � JOE PAL DRIVE � 1751 SQ . FT . ;/ ,s.T .�.. ..� .,.� / - : �� -`„E ; 31 .83' � � I BUILDING FOOTPRINT BOTN UNITS � 5073 SQ . FT . ��,,,,;`��, / N81 45 �q �, -0' � � p TOTAL NON -PERMEASLE AREA - q841 SQ. FT . r'a'��m"��°"°`°'""'" � .� � PARCEL . �- - �_ -- � o , �;�/ _ � - � � ' I ` • 'Lin l�5 � nm..ou.o (/ � �i � _ - � 0. 107 ACRES % f — Q'y� �-I � ��''' ' q �o ��r �' � � �` orw�+ .T TN � � , _ � � , _ � fi ' N A 1 � i '. j � � � � o�*b AUG . 27, 2003 rn in � � � �, � ,i� • uvn�ow uAn umut � � � � r ' — — � _ , _ ! —" 1 51 . 70. FouND PIN AND CAP NOV . 3, 2003 TN j �' � £ 1 _ _ _ – � � _ _ �" - J— o LS. N0. 16827 APPROVED BY THE ' BOUDIER � , m � _ _ r _ – ,__ _ – _ _ _� TOWNOFVAIL � WALL � �. � — _ _ _ � .� — � _�_--- 2 JAN . Iq 2004 TN 1 I �- - � , � _ � _—_----- DESIGN REVIEW BOARD � _ _ 1 _ - -___ 3 JAN . 26, 2004 TN \ � � _ _ — T - - - - _ � �i � _ _�-: — .i -,�_ -v EasEMEtiz �1 � DATE: -� �� 4 FEB . 2, 2004 TH 1 i J �`�^_ LV T 2 5 I"IAR . 19, 2004 TN , ', _�— _ -- , , . �' , � 5 PLANNER: � 1 J f � �.---- g 1 " ' ' j�,,� �G,n l�,0l�SQw� / �� n '� •� ' ` � - S vr'w ��G�1Ce cJe _ , �i�fo�l o� �O'�dvL..� . � 0 0 N FOUND PIN AND CAP LS. 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' �"' ^' x Y (— �! f 4�+�•.� . . . _ I � _= J � Z . � Z � � . � . _ . _ ' _ _ � v C ^ J > � � � � _ ( V = t"IECNANICAL VENTILATION REQUIR�D � > i � GOMPLY TO q7 UBC . SEG . 1203 . 3 i � < W � ��E � WINDOW APPROVED FOR EMERGENC7 ESGAPE AND RESCUE � I �' -' v; COMPLY l"O ��7 UBC . SEG . 310 . 4 I i _ � � � � ,�.< � SJ = �i"IOKE DE�TOR REQUIRED � UNIT A OUTLINE , _ GOMPLY TO ��7 UBG SEG . 3tO . q . l . 2 NOTE : DRYER EXAUST REQUIRED TO BE RUN 70 BUILDING EXTERIOR AND � _ _ TERP1INATE AT LEAST 3' -O" FROM OPENiNG BAGK INTO BUILDING _ _ \ -- — GOI"IPLY TO 97 UMG . —_ . - -= - ^ � � - �- I � . — � — -- -- ( . �)) ;rr.; � � � �C �� " ;�;' �� HATN ul `/ I I J ' O LAUNDRY I - � � - - - - -- - - - - - ' i il� � I I E-• , . � � 'i � BED ai " - BROOI�I � � � S) � � � � C� � � ' E � � � � �' � . W � III�� IO ��r� � � MEDIA ROOM �� ! �� ) � NEW WINDOWS Q � �I � � NEW DOORS b ' -0" x 6 ' -8" iii , l z ____�___ � � __ `\ NOTE � MOVE STEEL NEADER UP, F--i a � �, _ _ � -- � - : 1 MEGH . � � � FLUSN WITN FLOOR ABOVE . W ? � + � �� p MUD ROOM REMOVE DOOR AND WALL � Q x O a d O � ,�- . �, � u � � � � _ � ` � � - �� jj- � � P REMOVE WALL � Q Q � � �:✓ \ �� ; ., , , �� — - � � � � C2; � '_-- �- , V / - — - �i - . _ _ w t� Q (� ) � ; 13EL� st� o O/� BED ts3 I �. � ` _ _ _ _ � � �Q ,,,,� f5j �� 5 ) � CEILWG BREAK � p, ; � � � � � O � EiATN tt2 � I NEW WALL� / � ` � � �+ NOT� : SAFETY GL.AZING REWUIRED NEW WINDOW (1;� �\ /� COM°LY TU 97 U9C . SEC . 2406 � � � LOWER LEVEL 818q' -O" I , - 6 ' - 0" x 5 ' - 0" � � Q ¢ � ��% � � ` , � `� �° �i) �� i� l � _ _ _ _ �I � CL.I � O �,J --� O " POWDER �P t = M, � �� —�='—= �_— �=_ ===-�== - V ' �1 `�' — --- f%� - ----- -------- f,��'` � �� ------- ;, �,� S L, N � �- _ _ _ _ - I � ��. ! � u � p � NOTE : NANDRAIL/C.,UARDRAIL REQUIRED „� I �N� 'f� I NEW WINDOW � ENTRY GOI`1PLY TO 9 � UBC . SEC . ' 003 . 3 . 3 6 i � v. I \ I I ' -0 " x 3 ' - 0 " L . -- - -- -- — — — — — — ^� — — — -J � j i I NEW STAIRS I � � — � — — � � � II � / � I �� NEW DOOR 2 ' - 6 " x 6 ' - 8 " ' � � '� � �� NEW WINDOW � ' � 81q3 � � 4 � � �16 �� i� 20 I"11N . RATED SELF GLOSING w ',' / (� � , „ � „ _ ' 97 UBC . SEC . 302 . 4 EXC . st4 ' �N, a�� 3 - 0 x 6 - 8 `c c� �r� �iwin - � 16`. I�?: 1:\'dFS KIDE?: r� NOTE : RISE b RUN OF STAIRS SHALL � i � :�a�FU �rcr Pc � FLOUR OUTLINE ASO\�E " \i \�` \�� i i Kicrrrs iusix�� u GOMPLY TO q7 UBC . S�C . 1003 . 3 . 3 . 6 �— � " SLOPED ST �NE: GAP yJ�`,0� � � NOTE � SAFETY GLAZING REQUIRED ,I REMOVE GARAGE DOORS 1' �LL � �,T ;� „� �� " ti ' IINtiH0311'. V C. I n>iFr�te�i Ci�R�iESSP n-.i .�s.�ci '-cravawnn .r � �_4, k�,OA GOMPLY TO 97 UBG. SEG . 2406 �.I �, Y/ _ .mn n.�an�c�n �i:. ,�cwn-nei :m�em i - xr � � 8189 ' -0" � EXISTING GARAGE LEVEL 8186 ' -0° �� •� '��" , � w� uurs� u-m�n... .i rh"f\ 1n�F�illnt. I NOTE : GARAGE / DWELLING SEPARATION REQUIRED ; �r� T � � W � !`.p¢'1 AVUfI'A':11' i119n �. , !f0�. .� .n •.11lil]S I:.NMIII COMPLY TO 97 UBG . SEC . 302 .4 EXC . �4 � °"jI ��'.:«" ��.�� ' i, -� �, .... �: ..�:�.. .�s� � Nr .,, � � , .� .. � , _ . . . �� WROUGNT IRON RAIUNG � ' � � � � NEW GARAGE LEVEL 8177 ' -O° i NEW WINDOWS "� ` "� ' ' ' IM`�, ._ ;�. , ,. 5 ' -D" x 4' - 0" SLAS ON GRADE �' I � 2 " SLOPED STONE CAP a � •� TN ` 0 � NEW GARAGE DOORS � WROUGHT iRON RAILING �^ AuG . 27, 2003 . ,� �,,... . ., ._ E:X151" INCv G . R . F . A . (PER TO`✓ RECORDS 4 - 30--91 ) = 3406 SG . FT , t NOV . 3, 2003 TN ALLCWAl3LE G . R . F . A . ' PER TOV RE�ORDS 4-30 - � I ) = 3510 . 7 5Q . FT . _- - _=- 2 JAN . t9, 2004 TN BAL��NGf� A'✓All_ABLE = 104 . "� SC�? . FT . 3 JAN . 26, 2004 TN LOWE:R LEV =L �ROPOSED G . ? . F . A . = 1767 SG1 . FT . REP10VE WINDOW 4 FEB . 2, 2004 TH UPPER L.EVF_L PRC'POaED G . R . F . A . = 1849 5�,�. FT . NEW STAIRS OPE� TO SI:L0�1 = 108 SG� . FT . � 8184' -0" � 8177 ' -0" T�TAL YROPOSED G . f� . F . A . = 3508 SG . FT . STONE VENEER � E.%CISTING SITE CO`1ERAGE (PER TOV 4- 30- qi ) = 4420 S� . FT . NEW PLANTING AREA ALLCWABLE SI "�E GOVERAGE ( PER TOV A - 30 - 9 ' ) s 4951 SQ . FT . SITE COVEF:AGr ADDED = lA3 . q SQ . FT . SITE COVERAG�� PROPOSED = �563 .9 SQ . FT . NOTE : NANDRAIL/GUARDRAIL REQUIRED � GOP'IPLY TO q7 UBG . SEG . 1003 .3 . 3 . 6 � / �. ;' NOTE � RISE 4 RUN OF STA � RS S�A�� LOWER LEVEL FLOOR PLAN GOMPLY TO 97 UBC . SEG . 1003 . 3 . 3 .6 � � JQ �, , . � SCALE 1I�1" = 1 '-�)" � � � 8177 ' -0" `�� . i A � - - - - - - - - - - - - -- - - - - - - -- - - -- - - - - - - - - - � ' r � � , � , z = I - - - - - - - � ; � _ � _ _f- --� x � . � - - � r N M. � \ - ' - ' f 'r. — _.. � X -- N . . . . I � .r Y. T _ � � — 1 Z � . � _ " ? � _ I — � � - ^ u zV � ° - . . I _ ,� _ ... - r' � . - - . - . - � .� � > = � j < � w , I i � = NOTE � GUARDRAIL REQUIRED I I i COMPLY TO q7 UBC . SEC . 50q DD60355 FISHERdPAYKEL DIS� DRAWERS � L I � 36 � VIKING RANC»E (VERIFY ) UNIT A OUTLINE \ I NOTE : HOOD SYSTEI"I REQUIRED 3 --�-. — �--� _ — _ _ _ I � o GOMPLY TO �i7 UIrIG . SEG . �10? . 2 -f - - 9 I� -`�- - � \ (� - - _ _ � _ \�I � ��- REMOVE WINDOWS i i HEATED SAND STONE � � — — — - � SLOPE TO SCUPPER �� ! — _ � �+ � n � - � % ° ((°� --+ DECK i�, DINING Uw �� KITCHEN �(;_; ; '. . �;% � �J � � REMC�VE WINDO�1 T DW , CTILE) �f' i � ' " � � � � � NOTE : SAFE?Y GLAZING REQUIRED � � Wa''�� n i.appp -/ , � '':• ',' �� Q , = �� V ' COI�IPL7 TO 97 UBC . SEG . 24C6 �- � IflI - ` _ ��' �� ` o � I -C, NEW MASTER CLOSET / � , l � Z, x � --�I, i ��/ I`1ASTER $ATN ;? 6' - 0° s NOTE GUARDRAIL REQUIRED ��••�� --� _ �' � - -- - - - �` ' � � ' � � i� w � � '�, i � � — �` GOMPLY TO q7 UBG . SEG 509 C y, / \ / J I C' — .1�—. �_�_ - � — � — �_ � �� . � � � \ / .� � � � � � — . O II ` `� REMOVE DOORS � _ �� O Q � � RcF . j NEW WALLS AND DOO�S � � � a/ � � ��' VERIFY STRUCTURAL COLUMN I FZR . � _ ��` i� ' �'� � N�W DEGK [�] � � � �� , " ` ` ' t-' � � � , H�ATED SANDSTONE ^ � Q ,.,,a C� � � � MASTER BED S_OPE TO SCUPPER � Q O � i?i (woo�) � � V ��' � �� _�I �J � NEW DOORS � � �� NOTE SAFETY GL�ZING REQUIRED � O w "'� DECK � ' � 48 SUB- ZERO �� 819, - 9 3/8 � � � Q LIVING � U P P E R L E V E L 8 1 q 7 - 9 3/8 6 -0 x 8 -0 ' WALL MOUNT TOILET G O M P L Y T O 9 7 U BC . S E C . 2 4 0 6 ;, �� W�n, a �° w � , f^, � ,��Iy � /^ �� il;� i / � �-�.,\ �. N � '� u � � � - - � "> / 4 -= _ _ -= � _ = . ° � - ��-°; = - _ � N r � � Q � _ I V � � .-� 1 r � , ' FP NEW WINDOW ' I � ; � , � �4A5 ) _ I i I i I I - OPEN TO BELOW � REMOVE WINDOWS I r % , i � E NEW DOGRS � �, ' , � NEW ROOF ( PARAPET GAP) � J� __ T �� , , j' -, � _ _ -- _ _ — ._ _ _ _ -- _ _ _ _ _ - _ _ _ _ _ —_ _ _ -_ _ —_ _ _ - _ _ _yc_ � � y M � � r � � - I � I C EXISTING ROOF , ^ " " ,y .. � �: �� x -' ._ � . - I — � — -- — — — — — — — — — — — — — — — :/; / �=� �a _ . , . I J _ � T ,X � _ . . 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SEG . 1506 . 2 � O ? � •� � Ox10 ROOF ESRAGcS I � � - _ - — - - -- _ _ NEW ROOF I , •� �` FLAT W/ PARAPET Q' � Q Q � k : - , a � > 3 ' - 0'' I' EXISTING ROOF I � _ 5' - tOXb° ��.j � �� i -- 1 --- - � � ! , 3' -0�� N I � NEW DORI"IERS ' �— 8x8 ROOF BRAGES O � MOVE EXISTiNG CHiMNE7 "?�TINA" � GOPPER SF-IINGLES il _ � I / - - - — / f— �— — — —� ' — — -'llc-- — � /' � — -- - I _ _ � � . - . , 3' -0" � � � � � � I � � � i � � � - � � r in � � � 7 : 12 7 : � 2 � �� ' - b�� - � -- — � I ' -6"� � i : 12 7 : 12 � � NEW ROOF U U � r_ _ , _ E-- - ; __ E - � _ " PATINA " GOPPER SNINGLES � _ L -- ' �� I _ _ _ I � � I I � �- , _ . � 2 � _ b�� I I c' c � �r� ui� �n � — �'�c- — s�- I 7 : 12 7 : 12 I i > n � i . � a �i , i<ir,i � , � _� vtc � �r; eci rc '. — ! 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Y� u� :r whcn m violz:c� cf _ -r oP C� , _.' . ju .a , , /I / � � �III i..u'✓ � DATE: � � v �Lf I I ' I I I . I % � — — -- — — -- — — - - s , . I l r. : 1 = � , - ; ,�� . � � � � ' z �' � I p ` r" i � x � � ✓� tx �� ` OV = MEGHANIGAL VENTILATION REQUIRED � I WMr � - GOMPLY TO q7 UBC . SEC . 1203 .3 i i � _ � � z 4r � � ^ O = WINDOW APPf20VED FOR EI`1ERGENGY ESG?.PE AND RESGUE � I ' '� _ � z � < COMPLY TO 97 UHC . SEC . 310 . 4 i i z = � � � _ � - = �! = SMOKE DEGTOR REQUIRED � � UNIT A OUTLINE W � � " NOTE : DRY�R EXAUST REQUIRED TO BE RUN TO BUILDING EXTER1012 AND � = < COMPLY TO q7 UBC . SEC . 310 .9 . 1 . 2 ___ ____ _ . ___ . TERMINATE AT LEAST 3 ' - 0" FROM OPENING BAGK INTO BUILDING, _ _ � � V �-� _ — GOMPLY TO 97 UMC . � ;i; _ — (�° � ' r 1�J� ��;P��\� ; ; L : • i � BATN stl v I I ' � , � `; � „i � ' O LAUNDRY I - - �\ ,. . E '�� I BED ttl � � � �=�_ � � � BROOM � � � , � i � i ,_, _- , _�� E � � ��, , �_ � � ,, o ; � � �� 0 ' � MEDIA ROOM � 5 ; i , NEW WINDOWS • ' i� ' �� . ' � �I ' � POWDER , i; il NOTE : MOVE STEEL HEADER UP, �' � ---1 ��: � I;� I FLUSN WITN FLOOR ABOVE . ^+ , � r-�i � _ � _� � � � MUD ROOI"I � REMOVE DOOR AND WALL w � rri - � \' � li I � I _ ' - � REI"IOVE WALL ¢ F" �. i _:-_ � ,� z � o � -� ,�� , � ,� I � i� � - � � - - -;« � � - - � � ►� �^ i -- �— — -- --� ? '�. , — - - — � — — —' � � .� BED tt2 ` � (� O BED �3 I = _ - _ _ - �� Q x �o � I� ( S ) � GEILING BREAK � I �' I �,,,,� � � � HATH �2 _ NOTE : SA.FETY GLAZING REQUIRED I � � � NEW WINDOW � � � Q e % COMPLY TO 97 UBC . SEC . 2406 � � / I � LOWER LEVEL 8189 ' - 0" i � l' 6 ' - 0" x 5 ' -0" � > � � 0 ` w ►� o - , � � i � � � � P ' � - - , �� Q o O O O ` ° - - - _ � � _ - —_=:�==- x � � _- - - ►� u W �. �� _ , s1 O � ,� I - � .a DN Q � _ . _ _ � - m � � , DN � - � srn �►c � U ,�n�r "�Z p� w� > � ENTRY �� ' � � 0 � �� PEa �, Pr�O `" � L- - - - - - - - - - - - - - - - - — - - - - - - - J � ; i � NEW STAIRS I ��'� ' c� � � .r3�'. S�C . 3 , p . 9. } . ;;�- � c' i �� %� � NEW SOFFIT �� `�, ' O NEW WINDOW $- 8193 ' - 4 11 /16 " �' j �� ; ' � � FLOOR OUTUNE ABOVE - ' '� 2" SLOPED STONE GAP 3 ' -0 " x 6 ' -8" ' � �/ ' NOTE � SAFETY GLAZING REQUI ED COMPLY TO q7 UBC . SE 2406 HUNK ROOI"1 �j � ��}iziciii " � 818q' -0'� � srE� ex �:�>us iiiu� �: ' (IEA.l1�l �� ' 8187' -Ou �.� :� .aecF�in:cri� c AI.L KICHTS R(i51fN\�FI ) i FCuvl !Q C.1� I � � � c r � I Txu �ctvK��v� o�aa J i:..r�vewi ��.r narw,�..� WROUGNT IRON RAILING � 1a �3- ! ��•� � � "� M�� l I � / i NEW WINDOWS �}��. � �� u~ U P 1 I, .�P.]QRII V f . A`ID YNOfTU Nk ��UD P MHME �.4 �AFT'8l14��" ENTR7 � �I' 5 ' -0" x 4 ' - 0" „a �„e.µT��,�.. ,,� 2 " SLOPED STONE CAP i I � ' �� T � o u.� � a ,,J s i-Mz � r� �.�,�,,.ti , � � , , ;� . 1A�4T \DfCAYFyEVGII� �. Sy /. � /, csa� Umuax .er� ��i ! WROUGNT IRON RAILING - - - ' ?" C:1lM � 97 U � `- � 31C�• 7 w�r„ yr.�«.�,., aFr„ � �' . �� 0 � n n¢� ua,.� � �� '� lllF MS [TVY �liVIPPCrvr. NEW STAIRS ��, � il � _�� FS��t ��;.°< <°: ° � � � :�,� ," � ,�,�,:� ��, � NEW DOOR 2 ' - 6 " x 6 ' -8" � � ,� i NOTE : HANDRAIL/GUARDRAIL REQUIRED O�}� Q �IG SCt1 � - ; 20 MIN . RATED SELF GLOSING I�� COMPL7 TO 97 UBC . SEC . 1003 .3 . 3 .6 97 UBC . SEC . 302 . 4 EXC . #4 i I / °a,°, �° TN � REI"IOVE WINDOW NOTE : RISE d RUN OF STAIRS SHALL � NEW STAIRS °^^ AUG . 27, 2003 GOMPLY TO q7 UBC . SEC . 1003 .3 . 3 .6 • \ /' � 8177' - 0' •"'° . ° , ` °"'" V� � 8184' _0° . 1 NOV . 3, 2003 TN l ' REMOVE GARAC, E DOORS I*�Pi1r•t1� � �jtc.. Q �CQ� � f.(J STONE VENEER 2 JAN . Iq, 2004 TH NEW MECN . LOCATION BELOW STAIR . � CounNv � 1� TOP 6 � NEW PLANTING AREA 3 JAN . 26, 2004 TN NEW $OILER VENT . i S� IQ S 4 FEB . 2, 2004 TN � ? U� . S �C . IOC) 3 � . � 5 JUNE 29, 2004 TLI 6 AUG. 6, 200A RJN NOTE � GARAGE / DWELLING SEPARATION REQUIRED � 7 AUG . 2b, 2004 TN GOMPLY TO q7 UBC . SEG . 302 . 4 EXG , ii4 t �i, �I� T CU '(- � � EXISTING GARAGE LEVEL 8186 ' - 0" �; � � S �W� v �� NOT . HANDRAIL/GUARDRAIL REQUIRED - � NEW GARAGE LEVEL 8177' -O" I � , COMPLY TO 97 USG . SEG . 1003 . 3 . 3 . 6 �, � - �,\ SLAB ON GRADE � � ii � �i � NEW GARAGE DOORS NOTE : RISE 8 RUN OF STAIRS 54-lALL C�I�IPLY TO 97 �8� . 5�� . � oa3 . 3 . 3 . 6 LOWER LEVEL FL OR PLAN � �, , � � � v4 `: �!�� ;�� SCALF, lia " = 1 '-0„ _ - _ � 8177' -O" �\, �'%� � , � 8177 ' -0" , GARAGE LEVEL FLOOR PLAN . A 1 SCALI� 1 ;'J„ = l ,_0" i l :J . � — _ _ _ _ _ _ — — — — _ ' _ — _ — _ — _ _ — — _ _ — _ — — — � . � � � J I G"� G I I - - - - - - - - Q x - � �- - - -1- � _ � - _ x ,; � w _ x -r _ � M z i � � � � � _ _ I ti = z I � ^ � � z _ ; ° � wf - � � � > - < (- - - - - � I � � _ � I � NOTE : GUARDRAIL REQUIRED I � GDI"1PLY TO 97 UBG . SEC . 509 DD6035S FISNER6PAYKEL DISNDRAWERS I 36 �' VIKINC� RANGE (VERIFY ) UNIT A OUTLINE I NOTE � NOOD S7STEM REQUIRED 0o GOMPLY TO �l7 UMG . SEC . c107 .2 — - - - - � — - - - - - 9 e —�- — � � � . � REMOVE WINDOWS � i i E-' NEATED SAND STONE I , i � rfj i � SLOPE TO SGUPPER I i i - - - �- - - � � r � %� - - - - - - - - - - - � LL� DEGK 'I � ; bw� KITGHEN � � � � F"' I DINING - � " o REMOVE WINDOW � (WDOD) DW CTILE) �1; -' � I � r.-� � 00 NOTE SAFETY GLAZING REQU � RED � ��\ uooDJ i � � O O I � NEW MASTER GLOSET I ' � w � � � GOh'TPLY TO q7 USC . SEC . 2406 \ /-. - � �� __ 6 -� - � NOTE � GUARDRAIL REQUIRED n > Q � i i � h-� Q � P'IASTER HATN � � COMPL7 TO 97 UBC . SEC . 509 � O i �� - - _�- _ _ , L _ O Q Q - c - - - - - - - - - - - - - - - , x > � � x i REI"IOVE DOORS [ �] � REF . /� NEW WALLS AND DOORS / ^�/ � ¢ � � VERIFY STRUGTURAL COLUMN FZR . ��' NEW DECK Fil � Q O � � � I u � i � O NEATED SANDSTONE � (, C� MASTER BED \ SLOPE TO SCUPPER 1 U w � I � I � CwooD) �� Q L 48" SUB - ZERO �� i� NEW DOORS $� q�q 3�a „ NOTE : SAFETY GLAZING REQUIRED a � W , DECK UPPER LEVEL 81G7' -q 3/8 " �� 6 ' - 0 " x S' - 0" LIVING � WALL MOUNT TOILET GOP'IPLY TO �17 USG . SEC . 2406 rr`, CA (wooD) W DOO N �t' � �� DN E-' N I \� � - II —� - -'� - _- -= - -- - - - - O � i '� ; � I � �;� -� 0 � , / ` . ' , FP I NEW WINDOW � �' ( I I I I �I , (�as) J � I OPEN _11"O BELOW �;� . I , — � I - -- — I �� MOVE WALL i , i� - ° - = = = = = = — _ _ � NEW WINDOW , I 3' - 0" X 9 ' -0" ! C c � m��ku�i rr . iu� r� i��its k� nn ,. � . -\. 1 .:1. :\HCHITECI 1'l REP'fOVE WINDOWS ' _ _=—_ ==,�,Q= ___ � I �ii. atcnrs ersrrc� ru �� T�� o«��,. .� � -.�,,, — — i�DOP3HlGPHFAFN. lan� NEW BOILER VENT I �•�� ~�j�;F ��s' �f ':@tl'E fi !14 FRWkF : . �1 �.ii.'.E� IAMLt RNE\' n� \ \N"1116R P C . 11V IC �'nl T� F. NOTE NEW GAS BURNING FIREPLACE W L I " `° " "„°„ °" •""' "`°"' ' I nu xwnx� a�.:rnrwzin�,. .� COMPLY TO 97 UHG GI-lAPTER 31 NOTE � GUARDRAIL REQUIRED ' �E• �w�� COI"IPLY TO 97 UBG . SEC . 50q ROOF OUTLINE ,,,, n..,, ,s,,,,,,,,,, ,,, ,� , ,,>,: , GAi?AGE OUTLINE BELOW ��ET �oqR � t � I Lo mm.v.ett ':Ex� .urTM ertm �wNrtFf� t ��R! TIHDIIAHIN< NEW DECK '" � � �"" ` ° " ,�� aun . � ucu ntzz.. o.s �V = MECNANICAL VENTILATION REQUIRED (NEATED FLAGSTONE) I '°^" :°°�" ' ""°"' COMPLY TO 97 UBG . SEG . 1203 . 3 ,` , FtjL� � SIq7 ' -q 3/8" EO = WINDOW APPROVED FOR EMERGENGY ESGAPE AND RESCUE I � P�°, ^ � TH �>•n AUG . 27, 2003 COMPLY TO 97 UBG . SEG . 310 . 4 I . F,.,,;, . ,, T nT � = SMOKE DEGTOR REQUIRED i NOV . 3, 2003 TN COP'IPLY TO 97 UBG . SEG . 310 . 9 . 1 . 2 I 2 JAN . 19, 2004 TH 3 JAN . 26, 2004 TH � — — — — — — — — — — — A FEB . 2, 2004 TH 5 JUNE 2q, 2004 TH 6 AUG . 6, 2004 RJH 7 AUG . 26, 2004 TH , �' �� UPPER LEVEL FLOOR PLAN ; , ,, � , , �: - SCA ,_� � ,�.. - � �_o�� A2 s . ; ; � , , � �; , , ,� �� , J z � �, z e � � _ x -- � �. �� - " x - � �n — _ k � ri r . 1 MxK _ �� " � - , z Q � � � _ .-, � - z _ = - < h J z = ; � � ', NEW 2x WOOD TRIM (TYPIGAL ) W � � i I " PATINA" COPPER SNINGLES � = � i I I �� I . '`. - -, E-- � � � ,� j i f � i i I - � i I I = ! i - � i i � , _ ' � � � � � �� I � � z �� 1 � � � • 12 , � � � 7 I � � � �I � i z � , � / _ �� I 7 : i � i � � � I I � � � � �' �� 9e�� \ j � �I i , i - � - d � I I � � i I _ I - � I I ' � I . I _ ' ' , � I I - � � I � .. � _ _ __ - _ _- _ -- _ I I � - � I � I I I � � � - -- / � � ---. / \ � -- �� I . - --- - - - I � i � - \ / � / — � � UPPER LEVEL UNIT A ,� C/� - - - - - -- - - - - - - - - - _ _ - ,-y ' � I I �I I II ;i ' !'i II _ ' u -- � h e � , �i � f ;� p, 4li � j w q � UPPER LEVEL SIq7' -9 3/8" - -- - - -- - - - - - - - - - - - - - - - - -- - - - � i I — ¢ [� — � I ' 'I ; I ' j , i � i � N„� � � OC _ � � � � �� w j Q � � � , .. � — — � � � x ��; Q i'�'IAW LEVEL UNIT A �, — -- - A � Q O � „ O � �, LOWER LEVEL 818q' -0" - O � � Q J � r � � - - - - - - ' r: `- EXISTING UNIT A � � CL� � � _ _ _ _ NEW BUNK ROOf I 8187' -0" ,� w � ¢ O ; , r ' 1 � s � �/ � � �� F�� O � �, y x � � WROUGHT IRON RAILING � O W � FINISHED GRADE GOPPER GAP �^ � Q Q h+� W ' NORTH ELEVATION bxb �EOAR P�TS _ M; � S( ' :1LE � Ifi " - I '-0" NEW GARAGE LEVEL 8177' -0" ,i Ny,� � �y: �i � N NOTE MATCN EXISTtNG MATERIALS O � / , � 12 �� , %� � - � 7 � / �, \ � _-__-- � �- �' �, � � � _ ---- � C'UYI�RIGf{f i �\ tiTE\li.\ J:1\IES HIUli.: I � I �� '� � . . ' . . 12 � � �� I � � i, � I � ' I � � � �i�i�� eicM s� ars�rk�t� o � � � � � I � � ! ' � i � I 7 � i � i � I I I I II I ' i I ^ i_ nui.�asiuu�rv. �sw+' vn. u.�s�na� m mE mF. , �viut� �rw.�vsn...v , � i — . � i,t_ nirrtnavtxn�..t I I � O��O .n�H�� xaat� �mt.� wtw . .,. �s.� x rc . tivevr. .. � � � � � _ _ _ a� �>xr+arxny„ _ � '� Ii:N4!1'IEYALTN�I�1JwiF� �! I �.�F� 1 •: ��fQSFYL\' � � pp rtr\lAAC1O113PA1 � R��0.� .r .��pl I T \O9Il\j�' q15M1� I I — nr ..5mwnn..veeus % � � � � � � � � � ri e-mau� un.e 'I / \ I . I I I I - M \ i�ORT T1(S � � I Ti4 NACTC.L6L41RkPLL: � ti *wzs� � naru� �. :.-:rs ' � - _ � _ I � _ � _ _ _ _ t — - UPPER LEVEL UNIT Ati � � �«� I � � i � � ; a � I � ( P � " ' �,F - — - � - � ' i j j i � � h � �I �� 'i - — - , . . �, d, UPPER LEVEL 8197' -9 3/8" ' �' �' I2 � � � � � ' I .TM AUG. 27, 2003 7 i i '� � I , . i �..�zr .. : . ;t nn�.a � I I �N � \ I 1 NOV . 3, 2003 TH - � I � � I � � � � 2 JAN . 19, 2004 TN V`� � i - � � i f _ _ MAIN LEVEL UNIT A ,� 3 JAN . 26, 2004 TN � � � 4 FEB . 2, 2004 TN �, LOWER LEVEL 8189' - 0° � 5 JUNE 29, 2004 TN _ _ _ GARACsE LEVEL UNIT AA 6 AUG. 6, 2004 RJH � NEW BUNK ROOM 8187' -0" EXISTING UNIT A 7 AUG . 26, 2004 TH 4, — __ ._ ._ ._ - _ ._. - - __ - — WEST ELE�VATION � .� �i ; .-� sca �, E ,iib° = r-o" � .� �-'� �1 �' � ,i _ i ; , � � NEW GARAGE LEVEL 8177' -0" � I FINISNED GRADE A4 J: �J z � � � c '_' x ,- � �� M r �n — — C/] X � �� . ^'� ... x v ._ 5 ' 'I. ^ �; � Z � _ "' Y _ 'i .J � I� _ � Z _ � � r .J z �. < a _ - , � � �� : ; ; � > f < � � � � � � � �� w � _ � , I, I�, �-. - � � ✓% z �' .i I � �� , I I � � � � � �I , , � �� i ' � � � i i i I � � � ' � � � � � � � � �; � � � -- - - -- -- - � - _ -- -- - I _ _ - - - f - _-- --- I - � -- - - I - ---- - � - --- ,- i � , . . . � � � � � � � � � � � � � � � � POST OFFICE BOX 3 23 8 O° � V .�4ILo , COo 81658 `° � � Q970 � 94g4121 . °O . . . � O � � U > C� � � � 1V� EM � EI�. O � A1VtER. ICI� N II� STIT' UTE � O � 1� �t.CI-I � '� IECTS o � � � � � � � o �, � � , � ; - o _,�_�___,_, � � � � x > > � � w m � � � ' N h � � W � C7 � � � � TABLE OF CONTENTS AUGUST 27 , 2003 Q � � � SD 1 SITE DEVELOPMENT PLAN � L 1 LANDSCAPE DEVELOPMENT PLAN U Al LOWER LEVEL FLOOR PLAN /�PPF�O�/ED � � A2 UPPER LEVEL FLOOR PLAN Cornmunity Develepment � A3 ROOF PLAN :.y.y. . Department .. , �h Euildir.� Safery & Inspectio� (^� Toi;�voF if�r� �� sarv�� N &ciion 106.4J, U:.' r� Cuiiding Cod4 Valldity ot Pcrmi4 The issumq � Orgranfing o( a ptrmLi ur approval of pla1u, specificarions sd compuctioo� r A4 N O RTH W E S T E L E V ArT I ON S ihell not bc tonstn:_,i W bc a �,�� fo� a m a�� o�. �Y �;o,�oo a� r� �ny of the provi::icns cf tt;s mde or of any other ordinance of ihe jurisdipiop, O Rmms presumi�� m g�:vc authority to viol]fe or cancel Ihe provisions of thi� AS SOUTH / EAST ELEVATIONS todeorotherorJin�r:csc( thejurisCictionshallno[ bevalid. � The i;suar.ce of a pe:mii baced on plans, speciFlcatio.^.s and o�her data shnil noi prcvcnt lhe buil6ir.� cL`icial from themaRcr mquiring lhe cortection of �trors in said p::ns, spcufcalions and othcr da[a, or fmm prcveming building Operatic:s bcir.g calrsd on lhereund<r when m violauon of Ifus wde or a( Nyol4.:ror!�incnce 6Rttisjunsdic[ion. INITIALS: � I pqTE; O �- � — U � n �1 � � SFTS O D�2�►� �S �' � �2rv � s � � � 2Ec� � � �2 �r� � �� e�—ss� �►� �� E C� ��--c� �� .—�% � > � , � o � � � 3 �' o �° � � � � - . � ' F U W F- ., Z. V RADlUS = i205 . 15 ' w � , DEL ? A = 9 '25 ' 18 " � �, � � ARC = 198 . 27 ' , _ _ _ � - - -� � — � — � N.� p j T .ANGENT = 99 . 35' — / � �.,L^N N QAD / CHORD = 198 . 02 ' _ - - ' ' � ` / 6r `O � gEAVER' D � � � BRG = N82 °20' 36 �. E _ _ — � l- J ` -__ �--- � t a o W e � ' � — " — ` — �- -. � a h � 50 W � _ _ - - _ , _ . R . � _ _ ; _ . � Wow z _ — i i � � UV � z �� / ~ / -' / ' ' � ' - � W . Q � �. � " /� � - � . . ` .. . —_ -- _ __- __ w r.i (�, U � �' � � / . . . . _ . -'_ ' __ — . . i ` - .� . . � . . _ . . — . MH 0920 OUTLINE OF EXISTING �.- -- " � .� . - . --. . - - ^ _� f _ - _- -- - - - - - — �-r < .q. W RIM ELEV. � 8173.2' VE4ITATIOM � � '� O � .- - -- — - -- �"- FOUND PIN AND CAP � y � 'E NVERT IN + 8184.1 ' � � � � INVERT WT _ 8,6,.� _ _- _ _ _ - - � � — . _ � ; PARCEL C � �� No. ,eez� W 4 0 �(e�s�s oF aFV�nars) ` , _ — __ — _ _ � ' _ �� ! �� n� / . , I - I _" - _� -'" - - � \ ( COMMON PARCEL ) I �" � / i � ' � , w) w /\ � � / _ . . — — • - - \ T.o.w. ai�e' -o" � 0.353 ACRES I � -_r _ — — -- - _ � _— — — -- — — — � _ _ �.o.w. s��a�-o� � w _ � — � ie- a,, _��-�`._-- _— — r.o.w. ei�e� -o� � � � -- � \ '' � / D.O.W. 8176�_�. / � \ i � C C� 1 �� y` � I STONE GAP � � -- " '" �''�� - - - -- � -- — _. �( ;� � '� � ^ \\ _ .- _ � ' '+ I +� , � � ` � ��\, '� I / '_- �� \' -1- �J� � � \ 1 � �'�� \ � /jTOP LITE STONH ADDRE55 PLAOUE �'�; ''�- 81 ? 4 � - �� i - - � ,�� VA�7� � �1� � ' ' � $ 770 -� � % :� W/ STONE SILL � ' � � �' � �� .� � ' � . . � - �_. — ; � + _ \ \�\ I � r _ � - _ %' � , �,� � �`�. -7 , 1 �/ g�-� I � j /, � --�\ �: . _ ;.� �' \ , _ +�� -- ` - � . - 1\� �� '� �� _ ! W . I . GATE \ � ��$ � COLUN � —.��'_s � � �A� � \_ A i_ � ' � ` � � `� _- \ � \ � 8178' -ON � REnovE TREE � 1 � ; 0 :p -- � , � � ', � �� ''-� � � � � �i i ;� , � � LOT 24 � , � _� _ - � � �. �� ` i�\�� KEY PA � � � . � � � � � �� l� /� � ,% ' r� ! � I �� , � - � . A � � e\ ` ' .� \ /� �` _ � I N In \.. � /\ -� -__ � � � 1� T ` `�` I � = � / 1 �E TREE � � � /�_ _ �/ \ � 1 i , \ _ � _ _ I � uow I r r� \ � �., � ' � 1 � '� � � j" 8178� -0� NEW DRIYE `' , ; \ ' �9 � . I . \ � i � �� ` � 1� i i � CONCRETE PAVERS � � ,l � � � � i � � \ . / ` � NEW ENTR7 6r�TE6 � � I . � / � . / \\ r; it� � , � ;� � � . �;/h T.O.W. 8184�_i� -- --- �� N . W � � \ � �/ � � �� i _ . _ �D.O.W. 8182 O � � � � � � 1 ' �` �-- � � --- --- -- _, I ,' / rx % � C7 E� ` � , ' \,�, � � / � � � � -. - �� i , ; ►.� z x , ' , i -s�� I 1 � / \ \T.DyH. ei79' -6� i � � � � � � ` � _. � � � � Q � � --1 = . � _ e.o.w. ��e� _o. , �\ ",,1 � ; r �' , ; � � � � I I I I ' � � � �' � � -- 1 — , - - fT � i , � 1 y r., "� i � -T� � T,Q,w. 81�'-0'•.� \ �i � \ � , \ _ . _ - ' '� I`'� Q h/+��1 5 ^ � \ \ 1 � � �% . \ � � _ _ \ -� H.O.IN.-8101'� _ � I cD � _ J � _ � f 1 � 00 i � � , / � � �. � � Z �� r, � �� T .O.W. 8184' -6" � � � � � 1 QW � � ��"� 9.0 W. BIBI '-0' � \ / I 2 � _0°I' � �- � ` / � _ . � � � _ _ . \ \ I� I 1\,�.. RELOGATE �OILE12� / ` �� 81"/°�� r ��aL g BQ�u \ � \ - � ` .� �`� \ � _ � � � ' -7 L��-7�' ----13� -�u - - - - -- 2 O � - 'O a 1 9HED / � - \ ( ' � I I — � � Q � � � � � � � �' A / � .� � " � � � � y�/ � � /� �V - � '�` �� _ - -- � � n/ I - � . -� � Fi.� � � � �,'ga ---� - � �' ' � _ o;-� _= -- --- - - � �, �` �, = ��. -_, � �" ' -- — --t `"� \, ENTRY GATE �/ � � o \ / � , j` \, 1\ �,- _W - 5 3 - ` � — \ � T .38°(� `� SCALE 1 /�" = 7 -'0" F�i � Q � N � � � \ V � � � �� _ — 1 � 8ti _0 .. � � � �"' �, �* � S��°45 _ ._ - � �G � U �.o'� � t � � - % ' '� � , ` I / '' r � -• _ � � • t W � - \ -_ 1 -. . -, � � �� \ I / T'� � � / i i __ _ ,`r�-� •- •��.. - � � � � ' �. /\ _,� /X / / \ �\ 1 � j/, � �\\ � `�� I 1\�� // ; '�� f i - _ _ . . 1 � � ` i -i �i 'l..- ' ' �I �- � ° �'-- � � � Xf 'wC LOT 20A � 1 ' � ,�' ��. �,� � � , \� acisr�rw �eac — T _ ; � � � - = � �; J _ __ -- �. _ , . . a aa w > � ` \ � 3 1 , � � � _ � � . _ � � r.o.w. eiee o r.j � � 1 1 "'- 1 i � � —�- 86 ._ — — — — � e.o.w. eiao�-o� N �' : , '// � 1 � � � � �, � � T.O.W. 8186' -0" T.O.W . 819i'-O"� I y� � N � 1 1 -� � y �,' ' �.t 1 y� � S.O.w. 918�'-0" B.O.w. 61E2' -0" �F N J , �// I l °'' > 1 l �I ED N��''� S�TE CAVERAG£ ` ` ,r; ; E"" , � � � o � Y � � � � ' � - - - � x� rr�� , .y--- PR�P� �T . _ �`_ !, ,� �..-� _- :� � �� / � �j� �1$'- _ _ � � 1 I _ - � lA� .°� � � � �,-'�T� � � - -- i , � .__ — _ _— 1 � _ — � 1 ' - r�� --� ; j DRIVE TO BE � i REMOVED � 1 j I � W '�. . > , `'.'� l L 'T —I I f, o ;. -� 1 NEW DEGK ABOVE ► P R C E L B ' � � � , � � �''� �� 45' 00"E �, � � ' +�_ j� � �, � �( � N81' �3.46 � � � j� 109 ACRES 1 � � E - 52;�? ;-" — � � , � aravaN ��xas iunsN �� ' �?� CO1Y0.16H7 � �,1 �' 13.79_ _ �� I i,.-, : . . � N8��45�0�" — . ��tl— — 8188 — - �e�� '� , � _ �— � nci a�oxra nsseRVeo A. I. A. ARCHRYCI RC. � � � "� .. � �� --- ;i,. , - , ` 1 � "� T�` 6''O" . ' � ooao�mn.�p nu mu. J J / �� dC15TIN�r ldp�i J[ . J 0� / ^ • � S N08M5��Qrw � 4. .�� 4 �1 NEW DECK AND 9TAIR5 4v �rTnn nasrta� � � � ' HEATED DRIVE � � v! . ,� _ _� . ' / p� , � �` NEW $OILEft LOGATION I navw ,uw uuw �.« � � - � ..�,� .a . .� ti ,� ,� v p NEW ROOF OVERHANG am �n �awa ca rA..r .mio�r . � � � �. - -- _ - _,_._y�.'��; �10�D I ama �uu. ama ta �� AmrouranoM w � - - - ' `�' . • _ � /N81'450Q�E _ 31 .83 . ` � 1 I$ ` � � �,'0-'=' � P A R C E � s I ➢6RQf�lJm��W.V/T iZIRMD Y / 4 � �� __�- - � � �e � � p i 1 0.107 ACRES � '' � I �* ��u� ` i � �OIL OM T�[� ORA�IIIi0. ( � C1 � 1 i �� 15� Oam.AmaLL ssAU. 11qq.r 15� I N � ' ' , 1N ! � YIT VARlAtICM W 0��11WY 1 � � � (� � '� _ . . _ . _ _ . _._ . 70 tY AWIY}�0f Y�011� I ➢ � — � � — — — _ _j I — —. �� .'_' ��9a�mU1o. BOUDLER ' s� 1 1 � � � ' � � � � � � y _- � '� � �°i� 51 .70� fWND PIN AND CAP ► 1 �' `' I � � — �' ' � .� � I �i LS. N0. 16827 0...� ,r. TH wu� � \ ? 1 � _ - - r — _ _ _ _ � - - ._.— _=°�- � --- __-- , ` ' � �� Y��i� �M /�) ` `, _ f � —_^ �"_` �N� �'1 � � u.vUioM wa 71 2�� / - - - - - � � i � -�-� ' UT�,L�1Y EASE / � � ' � - -=_--- - L 0 T 2 5 L R � -- `''' . -, � 5. i � � ',� ._- -- , O�„ W _ ,, � E� . � 1 � � � � ' Sg� 45 ^ � � _-- — , -- FWND PIN AND CAP __ — � l.S. N0. 4T444 \ � , LOT 22 � �. �_ LOT 21 1, , ' j�; � ; � SITE DEVELOPMENT PLAN 1 ,< :� � E , .. _ ► o, -�.. ,, � � �� - � � SD1 , � w N PLANT SCHEDULE z � � �� tiui � �; =- � zc� � . � � ' � �t SYM. OObt�[ON NAl►[E SCIENTIFIC NAME 8IZE Q�Y. UE � TA = 9 '25 ' 18° _ _ _ Q � � � - - ARC = 198 . 27 ' ,_ - - - -=3 "_ �" m O Colorado Biue 5pruce Picea pungene 15 ' -0' ht . 13 � � W: Nao iANGENT = 99 . 35 - - - - ` � � / �.,�N F O CJuaking Aspen Populus tremuloides 2" -3"caL 13 Rp AD % CHORD = 198 . 02 ' — _ _ _ _ � — � " / � 66 EAVER � AM ;! E3RG = N82 °� o � 3s „ E _ � - $ � " � -- � B — ` -- _ c— — . o� � w F � � . W • � — � , . — � — . Tam Juniper Juniperua sabina tQnariacifolia 5 gaJ . 13 ( 'rj �� R • ` �� -- -� � � - _ i � � . ' �'' w o '" z � -J ' � ` I / ' / ' ' , _ � ___ _- � voa n 1• Gold Drop Potentillo Potentilia frutico�a fa^reri 5 gal . 13 � � � "� � -% ' � � , p < -w.R• � � _ �- - / � _ � ' � � y o ^ ti U �. � � . _ . . . . _ � . ._ . _, -- - -- --- o� . NOTE : REVEGITATE 51TE WITH NATIVE GrRASSES AND WILD�LOWERS . ►�►� oa2o OUTLINE OF EXISTING --� � r - '� � _ _ . �- . - - - - - - -' � � - -- - -- --" z � < „ w RIAt EL.EV. � 0173.7 VEGITATION �, �� O � -- -- -- FWND PIN AND CAP W �, � � NOTE : EkISTING VEGETATIDN ; GRASSES, SAGE AND SERVIGEBERR7 . Nv�7 IN - e�ea.t ' _ � - � � � / LS. N0. 18827 � IO � INVERT OUT � 0184.3' � � � NOTE : ND SOD ON SITE TNERE FORE NO IRRIGATION REQUIRED. (e�ss of �v�naas) � -� � -� _ - � ' ! � ,._ PARCEL C I w p _ _ _r _ _ _; _ - - , . NOTE= REMOVED TREES TO SE kEPLAGED 9Y N�W 15' -0" TREES .- �` ` � — ` -" — _; � ( COMMON PARCEL ) I � d EQUAL TO TNE HEIGHT OF THE TREE REMOVED . f � � .i / - , _ .-...-=� � ` � � `' `� � `� W i� ' � T.o.w . ei�e' -o' � D. 353 ACRES ` � 1 ''�r -- — - - — —' �- -- _ e.o.w. ei�4�-o� � w _. � — ia' c� _�` — - - r.o.w. ei�a�-o■ � f � � �I ,t_- _,-- — � — � "" � �--' ✓�' �-- � e.o.w. enb�-a ' � � \ - - � --r �. �. - - � \ -- - - � \ --�' � — — �-;-_'817 J' � � � �, , � _ �\\ i%\ � � 87 7� � � —�,-�'�� '�� -� _� - � / � � � ---=� - ` -_ �� _ - � �. . . ' �� i . � , � . �- \ �i' / S'' � 2 � co�uM �' _ � � � V � � _ -_ - � � - � � - � LOT 24 � � '� / � , X � � � � � � � � � ' 8178� -0" � �� REMOVE TREE � s \. I i � 1 KEY p , r� � .( t \`, � / ' �/ � . \ ` � � ^� �i� � Y , � � � � y'J / �" `' ` � % � �'- � - -� ` `_ I C� ' / _ - ; : - I , , (-� � �� y � 1 � ti a � �\\ ( f� � � �E TREE \ �-- — ; �`�� 7� � - �; C� � \ � / \ : � \ _ — 1 � � � \ � / � _$178' -O" NEw DRIVE / , `'�� / i ` �_ �� \ -' � � � � " � GONGREl'E PAVERS . I � � � � r' i- � � x � � �� , � � o: � \ � � � � � i \ '� " h T.O.W. 8�94'-6" � N NEW ENTRY TES � ' i - � �j � /__ __ B.O.W. 8IB2' -0' � '-.- � - w� r� W � Q ' � � ' � � .— � �� ' ` __ _— -- � ' �, ` � ' � ' A' � � \ �� J H � � � �/ ' '� '� I � C vrM� � � -- - - O � � � ' �� 1 � � , ' i � � -� — �I � w w w.�v,o .a.- - ` : \ \ _ � \ T .o.ri. e�79'-f►" / �. ; \ , rx � J � a � � -��i.co�o�a rr,�n ro� n� � �. . � , � � a vm.u� ai �.Npw � � , ' � \. � ,� .O.W . �7Ei_�. � \ � �.,, \ � \ `- � C~io �T � � � I i~v�u�i s aerw"�i, %t rwrr \\� Q \ - - ' �-- -- --y � ` \ .�^ — -T� Z T:Q.W. DI64'-0�•,. �. j \ . � � � � w � �-1 � ` �� \ B.O�+l-SF91 '_ns, v, � ' � � i � c0 � � � , rai � .nw `- � ' 'C � � � / i . � 1 1 �y � • � T.O.W . �184 -6 � \ t �� / r �-T -- 1 - j1 -j- �,\ ` .\ \ , ' � " B.O.W. BI�i�-0" _! I /� O a O � � \� � � ��RFt.oGaTE �DILEI�! � Sll�' � ��`� _\8q, _ pa '� � � � � � ' � �� -" � � - -_ - � � � � ' ', � � � � � rna srucrow crr \ I ' \ � � �1- /` , � -- - � � _ - - -� � �$ � /L ,� J � _ � a � / / \ �� _ � � � � - _ � � � � \ �^ �-^� .; �\ . / '\� . - . ' '/ _Y - _.� ^ � O . l j ti� \ � � � � /`� + I � ' � � _ _ � f \ �'[�, � � S � /. � ! � � � 1 . 1 �1 � Mvr�rvnra� �ws sw.� r {n�m u \ , � \ >� \ _ _ � � _ � - . Y.� ,�` � � _L � � i--�I N ,..� r,.� . , � � O � �� _ �- - k � , � � .-�j � " � ' r� ; ,� � � � � ,, o _ , _o„ ; , � � % ' � �� S ::� — � �� a� , � ; - S �5' - ; , � � U tb`..0' �-- � �� ' � � � � � � � . � iR 1 � �.,� r �j�, � 1 U .. _ - -`� � / .i . 1 . � �� ,� � � T _'�. � / _ - �� .- - _ yK �. • '��l'� � � _ _ �� -�-. � � -I-1-- F�1 O W H„� �, � ;/ �, � i �� \ � �\ y\ I /� / /, � � � _ _ _ � _. �. ,` �.... - " - " — � f"'� � � �\ � � Z \ ' 1 _ � � � _ - - - "'�� ,1 -- � � � `� /� ' � W � � L 0 � 2 Q A ` � E%IgTIN4 DECK i i � � _ �- ` ��i 1 � � / o � � I _ _ � - \ , o.w. siec�-o" � �. , p + ol�� o � � � � -1- 86 . :�- - - � ' ' B.O.w. eieo' -o" N M � 1 � � i I � , _ -r - T.o.w. eieb' -o' T.O.W. CI86'-0' � � �t Generai Landscape Notes ��,� � � � �', � � � � l. ' D.o.w. eiw' -o' B.o. w. aAG�o' � N t.,� � 1 � 'oo� � 1 � � � gITE CAVER � � �� F" Trees cnd shruba ahall be planted in pits 1 I /2 times the size of �=� \ � I ,� I t �� l � . � pROP�ED NEW � / f Q t h e piant rootball and backfilled with a combination of to psoil , � \\,\ , '� i '�'� — `- � ' �� R E r i e r R��s � �- ��3 q 9Q . FT ' _ `\ `-� well rotted ma�ure and compost. Afl trees shall have a wetl a � 1 __ _ � ` i _ _ _ - - � � � \ minimum of 4" deep, comparabte in size to the drip line of the '� ' � � "4 � --� , ��Tp � I I ' I � tree . Alt deciduous trees shall be staked with 6 steel T r � ` L -� � - po�ts and euyed with �s14 gauge ealvmized wi�e and 1 I /2" x 18° � ' NEW DEGK AHOVE � 1 RCEL B � Ir � nyton tree �trops . After installation all newly ptanted trees �6� 0 1 + .p '� �i 1 , 1'45' � ' 3. 46' 109 ACRES I . _ 52. 42'r - -� `� � dOPYAlGHT shall be rootfed with a liqyid root growth stimulator containin0 / / ` 7 N$ . g' _ J f l ; �\ � % ,; l , � � Ng�45��E- �' �' ' z s�.eN,�i�c �x�tacurDna vitamin 8 - 2 ae wetl as a slow release fertiliur . � - — 8188 — t- � - - '� � f��g�� `� i�-- � � ._� T �' �" eu waxrs RPbERVED t 1 � . 6 -0" �en cow�anr. uo m m�. •` EXISTIN6 An emew nwM. .0 ia Aii shrub beds shail be lined with weed prevention mat prior to � � 1 �' � � � `�� S ' ' N08'15'00" W - 4. 50' � I NEW DEGK AND 8TAIRS o.,u,�. a �,�.,.,m,�. j o Q � HEATED DRIVE , �p �v! - ` � . - � 1 NEW BOILER LOGATION I mvw l,um rmaa �Ti�. being topdressed . All tree wellsu and shrub beds shall be � t rn ,o , �� z topdressed with a minimum of 3 of bark mulch. � 1 µmunar sn � a� u xm m r � ` -_`_ NEW RAOF OVERFIAN4 I uro m �eou a� rAw■ .m�oor 1 1 j 1p0o m .ums amwxa�noM a . \ � l.r - . .�- � - � " . ' "'_ - 1 � .2 rma .uw Rma Nerbaceous plmting beds shali be topsoil , tilled to o depth of ,�� 8�;�� - •E _ 31 .8� - - ` � � $ I b" and be rotk free . A mixture of com ost and welt rot't�d manure � � '- � ' + r° m"""°'°" "'u "'°'°°°'�' p � � �--� � � P A R C�..�---- should be tilled into the piantin� beds ( I cubic yord compoet � / -�t'�~ q �, 1 __ --" � 1 � I �� *� �m z � 0.107 ACRES i '� � �* TM� �� per 350 s. f . , a�e cubic yard mmura per 250 e . f . ) . Al I / 1 � � ' w � .,._ �, ,,,. ,,,,,.Q„� herbaceous ptmtinq beds ahall be topdrassed with 1/2" black , � 1 � �n 1 �1 '��, � -- � � � � �,� „""'� GOlOrado humUB peat . I � rn � 1 1 1 l � � � '�" — - - -- - - . _ - - - -_ - . - _ m tn n.a�m.a we�. i u� ` � �j" _I � - � � � __� � � �- ` a 70• I OUND PIN AND CAP �� ; � � _ _ — — 1 _ _ •'" , � � � 5l . S. No. taes7 All diaturbed c�reos deai ated on the La-�daca Plan to receive aW�� - - + r native araas treotmant o�fthe recommended sced m ix , a�d ahot I be W�'�' � I\ t �` ' � � � ` '^ � r � ~ J � - -' - � � _ � ''J � ° '; �� •* TH 'CA` r e e ap \ ' ', r ` - - " __ ` =N-_- •� .aAwUiwo�i.7/ 2�mrw. rev tated b gowin the seed mixture at a rate of 1 /4 unds ' �� F � __ f ' r� �ASEME � � � F per � inear sqyare ocre . ' — - - - -' — ' i + � — _-=---- u �„-; Y � 0 T 2 5 � � __._,.:_---- � t ._-- _ r_ ' One applicotion of 18- 46 -0 fertilizer ahall be broadcast prior to � O � � � �-�� r ,, � , , �' � ,,;•' .,N - " r ':� 1 seedin� at the rate of 7 lbs . /1000 s . f . Alt reve�itat�d areas ahall � � �-- be mulched with 2 -3" of weed frae hay or etraw . Ati mulcFied araa �! .� -- � ~ �� shall be treated with m opproved organic tockifier at the rate of 120 ibs . lacre . ! 1 - - --- OUND PIN ANO CM �, �»� 6� �a+c --_ All newly planted shrubs md trees shall reciave drip irrigation .__ � - ��, Np. �qptq �" � � ia us.irr. sr� All sod �eas shall receive sproy irrieation with 100% overlap , This �, �a o.c. �.a system shall Ex automatic . Sprinkler eystem to be Design Build . ^�T�" �''°'�"' - -'- -- ___ �- � T 22 � �r Hxoc re+��c � sna�wtr� izo �.e�. -- �� Before any site excavation any existine plant materials shall be LOT 21 �� _ - �� p� � � � � � excavated and bcreeed f or propar root protection and stoe�ed with � � ,,�, ,�, w� .__ ' g ^ I '�. toPgo� �� w►�,-e indicated �, P��,9 . �� ,w„� �,., � LANDSCAPE DEVELOPMENT PLAN � � Traes to be moved, shall be over dug to the extent of the drip edee `� w000��re` �vr � � � / S( 'ALG 1 " = 10'-0" and immediately ptanted as described above and watared during W1� �*1ONG,��'",'"'�� ' � constructior . Should the tra�splantinq fail , a replacement shall be ,, \\ � inst,aited of eqyal siie or muitiple plmting to obtoin eqyal siu of � \ the existing ( failed ) tree . EROBiON FFaJCE DErni� L 1 , � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � . � I- � , , W I E.. ' z x � � , � _ _ �- - - - - - - - - - o < � � � o� � N ap ��^ F � N . �. � . � I G� K .. .• �y W � eOd' I � m °' z � .. Zk� l2�°,c �- � �C � � a x � i� T .i �� Zv� � L/C�v '� � ov3 • 3 • �• (0 — ' � W � °, � � a al ? � i�� . S �C • � z � < � W �� I � ► S C + Q�v�, 6 � S� � r2S � W�- , `�a " > < uac . �� . � r� �3 .3 .3 . c� � � � ° ; � � � M �� `{ � f r h r c�-f �'M � �l� L �1 I�-��--�7lu�nn w o ,, (Z�� i 7 � �4 . sEC . � a� 3- � � � ' p��1�Q �� t-h� � s-r- �2ea � � �e � � _ h � , ' � UNIT A OUTLINE � � � �O 6 � leU +�1 `�D ,�t1 �u0r4tl(� �.�7�fC�dZ - ---- �qna r� 77�rn� n��}'r-t A �t , nl G � 3 � F�w� - - - - --� � _. __ D� iu�l � ull� Q � C � 1v� �.rt-p L3vi �DrN-(� � - - _' — � � � A `I � t�1C . S �C . S � �l ; � BATN 1 I I r� �C l C �4 (, U fz-�l��,tl � �9'n� � �� ,�� _ LA DRY I - - - - - - - �J l ✓Z Cri� ! F c.J rYl.i f0 OW l S y � � I I BROOM _ / d�k� �d - o Ak:ti2 � ►B� F� F+ • HED s�i � � � j � � ° � � � � ? v ac . s �c . � aa3 �3 � � � - - / MEDIA ROOM W _ � - -- - � `� �' / � �I REMOVE WINDOWS � Z � ; NEW DDOR 3' -0" x 6' -8" l % NOTE � MOVE STEEL NEADER UP, h� � � v,, MEGN . � III I FLUSH WITN FLOOR ABOVE . w ? � _ / � 1�, \ 1 o MUD ROOM REMOVE DOOR AND WALL Q A � + 1 _ I � � �1I I REMOVE WALL O � Q Q � ,- � A st3 � i �� Al. � � � `,, \ . � -- - - - - -i �j � �" Q,.,/ NFW STAtRS �tic �� - _ _ _ � ,� ^ 1 � ! F� I-�i � VY~' .I1 I BA7N it2/' � v ��yrl,��W�' � � BED �3 _ . . -- -- �.L� � � O - - - -- -' � �EG�„� � ��ED u2 o i � _ - _ _ _ ;_' � � � � � �,� � � ,/ � CEILING BREAK �� Q � �� J � . . v� DN � NEW WALL , � . ��rFn.tlt� +� K} IC. �CaU �1L�/C� � D`} / c- r'16�' (1; U � NEW WINpOW U ` I I � LOINER LEVEL 8189' -O" \ i � \ ' � b ' -0" x 6 ' -0" � S�� p � � � '� � s , � � S hf'+4�� Q � � - - - - � i i ; - eo�, �� .w, ro g � v �3� . s �� r� o � � 33 . � a., w > - - - � . _ . - 1 _ �, - UP t = = = = = N Q� _ � — \ � � v�'� UP �� -- _.._ . � N � .- - - �� 8186' -0" � - - UP � � .� 8186 ' -0" / _ �'�, $- 8186 ' -0" I / r-.� % �' -_ ' SPA (GRANDEE �� ENTRY � MODEL G) � i - - - - - - - - - � - - - - - . � NEW STAIRS I J � . � ) � \ � t,.� fltill�Qu) `--- � � � i _ u i _ i � ; � . y ; NEW DOOR 2 6 x 6 8� � OOtYIIIGilT DN /� DN � �' �� u � � ;'�G� � 8193' - 4 11 /Ibo � � � 002 �� , �,� ,� -� a � a� � � ,� 2,� I sr�veN �,�ua siuer+ � vn �� . FS c r� �k 9�-��0 2 /+ S �cr�Fr�� `�`C{feA'�� \ � j� A. I. A. ARCHITlCI EC. p ^ c7 ^� , I '7 l.:G 1'� 12 � �iC f � t.t)r CC � �t((e I .�o. now�u++r a .im na viw.. x � I� �t f�. �Jll� Lf-'Y, 1 l � � F OOR OUTLIN� ABOVE � 8I84 -6 -, � , 71c1r1.0 � 7 U 6�� . sE ,� w�� ..a. M .� � � S �C . � 10 . � S �� 2EQ � tQ � o ,� �� M �� . � 2 " 5LOPED STON£ GAP S .FI�7L� G' L µ� Z � �,�/(� � 7 U aC • � t ( . `� p�' NEW W I NDOWS �ia . :� r � �o r S A D S T O N E O N N E A T E D �Y C�. li � �2 ,� �� 5 ' -0" x 4 ' -0" � �A�� .�.,��. 5L ON GRADE . PRIYAGY FENCE �� U �C • S�C . ,ZC�d (o � EX15TING GARAGE LEVEL 8186 ' -O" � � � � MATGN SIDING AND 8189' -D" BO DER RETAININ4 WALL � RAILING ABOVE ; w,�u o�nw�ro �u�vr t� �� Z , r � 1 c. � st �:+(� S y�'r IC Tl-! C-� C .� Z � � � � CQ v � I� � S Y� F It (� C'UV ENZ I� � C.�.L/ � I� k� � NEW GrARAGE LEVEL 817�1' -0" I •�ur nw.a �� wum WR GNT IRON RAILINfr I `� � � �� i � , L, r � � U bC • S L+ C . I , SLA$ ON G12ADE � . � ✓V1 (J �C�[ D �L n' � TO /LS ,� "�°aw �o� °I7 J � . S �-c � G- ' � � y d I i ,� .�. ,��. ..A.. �2 � Qu ��iz b r � Tt-� Es � �. 2" SLOPED STONE GAP � c / o•.•� .T TH NEW GARAGE DOORS � }1 �� S � � � � • S �� . 3 � � . ` • I . ,,,,. Au4 . 27, 2003 WROUGHT IRON RAILING • tfYWDNDAfi � EXISTING G. � . F . A . (PER TOV REGORDS 4 -30-91 ) = 3406 SCJ. FT . ALLOINABLE G . R . F :A . (PER TOV REGORDS 4 -30-91 ) � 3510 . 7 SQ . FT . - BALANGE AVAILABLE � 104 . 7 SQ. FT . LOWER LEVEL PROPOSED G . R . F . A. � 1767 SQ . FT . RETIOVE WINDOW � UPPER LEVEL PROPOSED G. R . F . A . � 1849 SQ. FT . NEW STAIR - -- - -- - - - _ $- 8179 O OPEN TO BELOW � 108 SQ. FT . � 8184' -0" TOTAL PROPOSED G . R . F . A. � 3508 SQ. FT . STONE VENEER EXISTINGr 91TE GOVERAGE (PER 70V 4-30- q1 ) � 4f}20 5Q. FT . NEW PLANTING AR ALLOWA9LE SITE GOVERAGE ( PER TOV 4- 30-9i ) � 4q51 SQ. FT . �-rvan.� �O Ql/� lL /G J J}�Q� ��/.} l �. SITE COVERAGE ADDED � 143 .9 5Q. F7 . ,/� � � J1 � � SITE COVERAGE PROPOSED � 4563 .q SQ. FT . Il ��" I1 ' . �C � gt f�rJ 1� K ✓ � D � S 7� i /� S S l��'�1. 1. � UV�,l �u12MYl �J U � C. �' , � � 5 � � , t �v 3 . 3, 3 , � JQ , � ; ; ' �. � e, �q - o�� ' ; LOWER LEVEL FLOOR PLAN � � A1�� SCALE 1/4" = 1 '-0" i. �, � � .. , ' , ' . � � ' — _ _ _ _ ' ' _ ' — _ _ _ _ _ ' ' ' _ _ ' ' ' ' _ _ _ _ _ � y 1 I � � r � � z U , . i W � � �- - �-- - - - - - - - � � o �. N yp r�y�N F h K � � 5 W Oaot F I r� m � Z / � w O �' � J��l � U U a , �tiG'' � w ;a < ��" L'�� — — — ° � a � �� . � z < ., w J�,�J� . � ' w " > e � o � a1 I W a O � � F" w c� � � � � � W DD60355 FISHER4PAYKEL DISNDRAWERS � r I 36�' VIKING RANGE ( VERIFY) UNIT A OUTLINE i - - - - - � � � - - - - - - - REMOVE WALLS AND DOORS � REMOVE wrNDOwS , , NEATED SAND STONE � _ - � SLOPE TO SCUPPER � _ (-i I � ' — — — — — — — � DECK I i DINING �_ � KITGNEN , � �.,, � R�MOVE WINDOW � (Tl�f) '� -- � � r'b O O �- � O O (l,� �Q DN �Wppp� �� _ � _ � Jti �!i OG Jli � E"" i � � - � - NEW MASTER BATN NEW MASTER GLOSET � l Z ' � (VERIF'f GLASET SYSTEM) IN � ^7 � � � � I �..°� r = _�� (TILE) i � I �� ; _ ;� �- , �� FU �� 6 W 5 � , �a — G - -_ — __ - - -- - - - - - - - - - - - — - - -�1 �- _ � � , � I ii � �� +� - Q ...� O � i w,,� � - _J y�� REMOVE DOORS REF . - r��E) - - � L�� - - - ��= S �� O � � Q � �\ �� ZVERIFY STFtUCTURAL GOLUMN ►NDER NEW WALLS AND DOORS J � � � I , FZR . , . /� �-"� p NEW DECK � � � I � �� 'C� � ��(�� _. � HEATED SANDSTONE „� � Q O f1A5TER HED SLOPE TD SCUPPER " ! �,�� . 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S � �/ � , � ,� � � « � I P �� v � �3C f5 G DECK �.�; a�i ;.,�`.,r�a,o�r 4 J �n � -Y • � (L I nu ..�„� .o..o.a.,�«+ � � {, r,�,O 1� � � I (HEATED FLAGSTONE) ( ROOF OUTLINE �*+�a +aru ►IDSw ,, 1 Y/• � 1 `�� S G �� l� � J� � ,/� vy�� D � I I GARAC.�E DUTLINE HELOW K/J 1 W ` � ,�,` M `.�� . _�/ ,.. wn,..mo.. u.u. „c.ouo�o.T �w�ot um MwiT [sd'Olo � R6D aO1mITto14 TO ViIiOT � o �J ° � o •�� S �� . � �"� �' a p � 6 Q�� a�,2 � 1`v � � ,�r .�.. .»�. ..� �O�i oN 7111 DILL�IMOL � � � � � � � r�'� , ~ � � �U ��SuJ (G� w, l.11 � £ S m aa`ruomw �wa u.oar " � � �� '� �p �� G� �6J� �J � Y� � G� 4 �0 � � p� cf S -�'�� I �( = Sr� � �c� � � 7�c'cr� ,� 2 �c�� .�. �.w„�. �. D� ,� � � � � �� 1 � s L a Si�."`� � � �,� '`ainl � �3 � �I7 v �'1n. G S �"C . � 07 �.L ( G► � UaC . Sr� . � Lo . �1 . � ' �� AUG 2�, �o� c�.-►"�"'' 3 , Dr � 'I C� � � I I • qwwM nen wmu _ � � - - - - - - - - - - - . - - .-� : � _ . � ,, . _ ; ; r. ' ; UPPER LEVEL FLOOR PLAN , :� � _ ' ; ' � scALE ua„ _ i ,-0„ , � � � � � � � � � � � �� -�-�=�' A2 � � � s NEW RODF (PARAPET CAP) � � m i; w � - - - - - - - - - - - - - - - - - - - - - - - - - - � F ,' � - � � z � w � 'r < i A � ~ � O EXISTINf,, RDOF i p� N„ - - - - ��^ � — - - — — - — - - - - — -- — � kti .N- � Owt �+ � .I� � � W � rn u�i v � ^ � wOq x I UNIT A OUTUNE 0. � v v z ., ... i � � w , p U I °i a n, ,.. � 0. z '" > v � Q � y < � � � i a EXISTINC; ROOF DECK g w "' O -- - - - - _ _- - - - - - - - - _ - - - - - - - � — — — 7 : 12 � � �""' � � � w � �' N w � � 3 � :� � • Z - i `, � � • EXISTING PARAPET ROOF i I I 5'- 10�" o -- - r � -- _� - - - - - - - - - - - - - - - LJ � r � _ f \ � 3' -O° I ii I � ` \ � �- - - - - - - - - - - - - - - - - - - - rr _ �I EXISTINGROOF �_ - - - - - - - w CQ NEW ROOF I i _ . � v I I o � z tV I J, N � m � p0 I T � i J a � � � w 5 �° � , Q � � � `' o Q � EXISTING PAi2AP�T ROOF L NEW ROOF (PARAPET GAP) O � ! , _ , ] EXISTING BUILDING OUTLINE � ' � � C . f I NEW ROOF _ - - -- � � ) � Q � _ - F+� I FLA7 W/ PARAPET � �/ � 1�1 D .LN F�,2 ��4 �Cl �v`! b nl � d� l � i2�1 [ V�.► !A �,� � � Q O � : i� U w U IIOx10 ROOP BRACES � I �_. _-- - - - - - - - - - -- , I —� S�� n �J C o�v1, �U V�v� C E � � � � O � ►-� �, � I i � � � Q � � ' � � k : - : v � C . S � l �o � a w � - g� _p■� EXISTING ROOF � ; � _ 5' - IOXi" M � I I N - - -� - - QOUI� � �� I Y� S l 2 �� N � 3' -D" 8x8 ROOF BRACES YC UU F' D� I�} I � C.V C r � T� v �.O E'" I NEW DORf 1ER5 I + � � / .�n O MOVE EXISTING, GHIMNEY � � � � — � � � IG � �C-V� � �Z � � � / 5 � � � r �s ""� � �-- ,- - - s , - - _ - -- --- - � — — — -; a� -ou � � I � � ° I I � � i -�— - �n � m '� J I NEW ROOF � corYwcirr I I I 7 � 12 7 : 12 I � � _b + —. — � ' -b� 7 : 12 7 : 12 I I BTEVEN JAlIB! RID6N . _ , a�— I _ E —� I � . _ . � 6 I I I A. 1. A. AkCHITLCT RC � I I � ` � I �- 2' - " m. o e w�u M.. a m .m m u. ALL &16HT5 AYfYAVYD � � i �� 2 7 : � 2 I I I ° 1 � uzv�u`� r�aun a �r a nnawawu " mvcK aA.ri wcw ti��. � ' � � � � — .� n . 1` � i mvaw��n�w am�nr.u* �rtmsr � trmu, �oraoaasnow o. � ra� aaMa�o�aa �HAU two�acon7 i OII1l�C1' �!N NRVf{ t171fQ10 � EXISTING DECK I � o�m� ro wm Te.�r aou uo�n unam �Cii OII 1Mt DIJ��QbL � lOx10 ROOF BRACES i '° °`"""°'°" '""` "'°'T i wano� lo le Atio�lf�a1 YIAi �010. I ! o...N .,. TN 4' -6° � o.+. AUG . 27, 2003 —� ! _ • lsvuia� osa iMrtut i � � � i � � Q I � � \ I � EX1571NG ROOF EXISTING GARACsE OUTLINE '' ROOF PL�N �' . „ � A3 , ; SCALE 1/4" = 1 -0 i �� l f N r V � 1-+ � v w � A � � °° �. � � o � � r„,,.. w � N F" �n x .. .. F � Oao � F � � • °' z w .. r � U v °i z � .. .. w : � t NEW 2x WOOD TRIM (TYPICAL ) o � �, V� Zi < � W W N � � a ° � "' w W � -- - I"" r+GG 1 I2 2 I � � � � � �//\ 7 I � � i - i t i - _ � ------ — _ — - / \ -- -- / \ - i -- �. / � / — =--- — UPPER 4EVEL UNIT A _ _— - - __ - - - - - - - - - - � --- -- - - _ ---- ------- - -- . - - � ,, UPPER LEVEL 8197' -9 3/8N — --- ---- -- ---- - -- _---- --- - - - - - -- - -- - - - '� � - - - - - - - - - - - -- - - - - - - - - - - - - - - - --- - -- - - -- - -- - - - - - - - - - - -- _- - W (� � \ - - _ -- - / \ I _ I -- - — I -- - � r-r _ � --- z � � � - _ - � - - _ ----- -_ __ - - ' ---- -- — - -- � a � �, -- - - — r - I - - -- _ - MAIN LEVEL UNIT A ,� w �--+ `a � W i � N _ _ . _ .. . � . . F�i r-a Q� � . � LO ER LEVEL 818�1 0 _ _ ___ __.__ EXISTING UNIT A O � � � - - -- -- , , � � � �, 5PA LEVEL 8186' -0" _ � - , ' ; - - _ - -----=_- � --- �J,� [� O 1 =- I = i , ' �- t ' FINISNED GRADE �/ � Q O PRIVAGY FENGE w 5PA ACGESS x U WROUGNT IRON RAILIN4 U W ^ NORTH ELEVATION VEftiFY STYLE NEW GARAGE LEVEL 8179' -O" � O � � SC' ALF 3 / 16 " ��-�� _ ._r,.... . ". ,��.. :. _. . . . -. � �. .. . . _ . . -. - . - - '- _ . . . . - . - -_ _ .. . . -- - . - _ . ., _ , _ � . _ . . _ _ . _ � ( � N f�^ V w a- z s � V aC A < �+ °0 w � � � N yp l�l� N � h � .r ^ � {�j,� � e0 �' H . � �+ • °' z +� „ � UU � z � "' . O V O "'i n' � e�. < � �„� W Ls1 a � � , ; � > a � i i i W °' o i I I I i � � ! ' I ' ! i � � � � � � !� I i � � � I � I I I I � �' -- -- — � — -- ' � � -- -- � - -- — i � - � I i . j;� — _ ------_-- - ------ --- -- — � � I / � i \ �� -- ---- — � --- �, UPPER LEVEL UNIT A �i � - _ -- -. --- -. --- --- --- -- -- -- ` - -- -------- - --- - - -- --- _ -- - _�_ __- -- _— _ _ __ _ -_ - ---- - - -- - - - — � ! - � _ -- --- -- - � i - -�_ � - " _ -T - _,_-=_=T�= ('FNFRAL NOTES• Pal Remodel JOB #0308- 21 m . Laminated veneer lumber (LVL) shall have the following properties: BACKFILLING: 1 . FleXUrai stress-- - - - - - - - - - - - - - - 260o psi 2000 IBC FRAMING NAILING SCHEDULE � TABLE 2304. 9 . 1 � ABBREVIATION LIST DESIGN CRITERIA: 2. Modulus of elasticity- - - - - - - - - 1 , 900, 000 psi o. Do not backfill against retaining walls until supporting elements are in V 3. Tension parallel to groin- - - - - - - - -1850 psi Ioce and securel anchored, or ade uote shorin is installed. Roof Live Load (Snow) Flat Roof) - - - - - - - - - - - - -- - - - 100 psf 4. Compression paraliel to grain - - - - - - 2310 psi Concurrent backfilling of each side of a retaining wall to final grades CONNECTION FASTENING °� "' LOCATION �� Reduced Snow Load (SS12 itch 80 sf 5. Compression perpendicular to grain as indicated on plan or section is required unless temporary shoring is A.B. ANCHOR BOLT �6' �! ' " !�;,i� P• �- -- - - - -- - - - - -- -- - -- - p A.F. F. ABOVE FINISHED FLOOR � �" � �•" ' • F�" �' Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 5 psf (parallel to glue line)- - - - - - - - - - - - 750 psi installed. t . do�st to s�u o� girder 3 - 8d common to�naii , 02�� 1\ENiyG ' .p `� Floor Live Lood - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf 6. Horizontal shear- - - - - - - - - - - - - - 285 psi b . Verify type of fill with soils engineer and structural engineer prior to 3 - 3' x o.� 31 ' naii A.F. G. ABOVE FINISHED GRADE �� ;� Floor Dead Load - - -- - - - - - - - - - -- - - - - - - -- - - 15 psf 7. Connection of multiple-member beams: bockfilling. 3 - 3" ia qaqe staPie ADJ. ADJUSTABLE ? � .�- 7 e y '� Deck Live Load - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 100 psf A. Top- loaded beams 2. eridging to joist 2 - 8d common toenoi� each end ANCH . ANCHOR e �_> Deck Dead Load - - - -- - - - - - - - - - - - - - - - - - - - - 60 psf i) For members 12" deep or less, nail eoch member GROUT: z - 3" = 0.137 " nail APPROX. APPROXIMATELY ,o:� �� `�`� Basic Wind Speed - -- - - - - - - - - - - - - - -- - - - - -- - - - $0 mph (Exp. B) to the next with 2 rows of 16d nails at 12� O. C. 2 - 3� 14 gage stapie ARCH . ARCHITECT �' • � ��%i Seismic Zone -- - - - - - - - - - - - - - - - - - - - - - - - - - - - � ii) For members greater than 12° deep, nail each a. All grout beneath column base plates and steel beams at bearing shall 3. t ' x 6" subfloor or iess ro eacn joist z - ad common face nail 8D. BOARD �FSSIONa�� UBC Edition - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- 1997 member to the next with 3 rows of 16d nails at be non- shrink, non - metallic type grout. Grout shall have a minimum a. vrder tnan i ' X 6" subFloor to eacn pist 3 - Bd common race naii BLDG. BUILDING 12' o. c. compressive strength Of 2500 PSi. 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail BLKG. BLOCKING FOUNDATION DESIGN: B . Side- loaded beams i For two or three member beams, nail each member 6. Soie piate to joist or biocking 16d at 76" o.c. typicai face nail BM . BEAM S�p � 8 � LOOSE LINTELS: 3" x 0.131 ' nail at e" o.c. BOT. BOTTOM a. Design of individual and cantinuous footings is based on an assumed to the next with 3 rows of 16d nails at 12n O. C. 3" 14 gage staPie at t2° o.o. B . O. W. BOTTOM OF WALL maximum allowable bearing pressure of 3500 psf ( dead load plus full ii) For four member beoms, bolt through with 2 rows a. Unless noted otherwise, provide loose lintels as follows, one angle for BRG. BEARING live load). of 1 /2" diameter bolts at 12" o. c. sole plate to joist or blocking at braced 3 - 1sd broced wall paneis � � each 4" of wall thickness, to bear 6 " minimum each end: Wai� per ie" CANT. CANTILEVER iii For beams consistin of more than four members, PO"e� 3" : 0.131 ' nail per ts" C. J. CONTROL JOINT •a' � � b. Foundation and retaining walls hove been designed using an assumed � 9 lateral pressure of 50 pcf. contact structural engineer. _ __ __ _ _ 3" ta yaqe staPie Per � e' N o 0 Openings to 4'- 0 - - 3 1 /2" x 3 1 /2" x 1 /4° CMU CONCRETE MASONRY UNIT � z � � � a Footings shall be placed on the natural undisturbed soil, or compacted n. Framing Notes: Openings 4'- 1 " to 6'- 0" - - - - 4" x 3 1 /2" x 1 /4� 7. Top plate to s��d 2 - isd common end naii CEM. CEMENT �j � J o °� � structural fill , below frost depth . • 1 . Exterior WOIIS: _ -- 3 - 3° x o.iai ° oau Openings 6'- 1 " to 8'-0° - 5" x 3 1 /2" x 1 /4° CLG. CEILING Z 3 c� m � d. Provide continuous foundation drains around the perimeter of all A. All exterior walls are 2x6 studs � 16' o. c. to a maximum _ _ 3 - 3" ta gage staple - � w I I Openings 8'- 1 " to 10'- 0" - 6" x 3 1 /2" x 5/16 " � CENTERLINE � z - ,.� ,.� basement walls and at the base of retaining wolls. Contact height of 12'- 6 ", 2x6 studs � 12" o. c. to a maximum Orient lintel angles back- to- back with long legs vertical . a. stud to soie piate 4 - 8d common toena�i CLR . CLEARANCE o o � '� geotechnical engineer for details height of 14'- 6" , and (2) - 2x6 studs � 16" to a maximum a - 3" x o.� 3t " naii � vi r- O1 °1 3 - 3' 14 a e sta le COL COLUMN 1- w ,�,� e. A re resentative of the eotechnical en ineer shall verif soils conditions height of 17'- 4" unless otherwise noted. Walls taller GFN RA REQUIREMENTS: 9 9 P � � � "� x P 9 9 Y than 17'- 4" shall be framed with manufactured arallam CONC. CONCRETE Z and types during excavation . Because geotechnical information was not P � � ¢ available at the time of re aration of the construction documents, we studs, contact engineer for spacing requirements. Cap 2 - isd common end noii CONN . CONNECTION F '� � � �V p p o. Structural erection and bracing: The structural drawings illustrate the a� have used assumed values based on similar sites in the area. with a double top plate installed to provide overlapping at completed structure with all elements in their final positions, properly 3 - 3' x 0.131 " nail CONT. CONTINUOUS � � Construction of the foundation ma not roceed without verif in these corners and at intersections with other partitions. If 3 - 3° ia gage stapie CONST. CONSTRUCTION � � y p y g supported and braced . The Contractor, in the proper sequence, shall values. Report any discrepancies from design assumptions to overlap is not possible, strap top plates with metal strap provide shoring and bracing as may be required during construction to 9. Doubie Studs isa at za" o.c. foce naii C. P. CRIPPLE POST Z �p, structural engineer for re- evaluation of foundation design . ties (Simpson ST292 or equivalent) . achieve the final completed structure. Contact the structural engineer 3" x 0.131 ' nail at e' o.c. DBL DOUBLE � f. Bockfill around and above structural buttresses and retaining walls 8 . Gable- end walls shall be balloon - framed to the bottom of for consultation (not in contract) as required. 3" ia qaqe stapie at 8" o.c. DET. DETAIL � � c.i CO a' � shall be com action - tested per the recommendations of the rafters or end- wall trusses unless approved by engineer. � o. �oubie to iates isd at � s' o.c. typ�cai tace r,o�i DIAG. DIAGONAL � c�o rn `n p b . Existing structures: If construction adjoins an existing structure, P P 3" x 0.131 " nail at 12" o.c. � � � I I geotechnical engineer. C. Floor or roof framing members must be aligned to bear contractor shall be responsible for verifying dimensions, elevations, DWG. DRAWING � ro rn � within 5 inches of the studs beneath . 3" 74 gage stapie at iz" o.c. � x � � framing , foundation and anything else that may effect the work shown DWL. DOWEL ,� o o a, a, REINFORCED CONCRETE: D. Provide 7/16" thick APA rated sheathing (plywood or on the drawings. Underpinning, shoring and bracing of existing EA. EACH �' � m v OSB) rated 24/16, exposure 1 , at exterior face of exterior structures shall be the responsibility of the contractor. oo�bie top piotes B - i6d common lap splice � a X a. Concrete design is based on the '�Building Code Requirements for walls. Block all horizontal joints. c. Dimensions: Check all dimensions agoinst architectural drawings prior E. J. EXPANSION JOINT � � 12 - 3" x 0.137 ' nail ELEV. ELEVATION � " � a m � Reinforced Concrete" (ACI 318- 95 ). E. Provide (3)- 2x10 headers over all door and window to construction . Do not scale drawings. t2 - 3" ia qaqe staPie typ�cai face naii �n d > . ..� b. Structural concrete shall have a minimum 28- day compressive openings, with one 2x6 trimmer and one 2x6 king stud d. Construction ractices: General Contractor is res onsible for meons, 11 . Biocking between jo�st or rafters 3 - ae common toenaii ENG. ENGINEER stren th of 3000 si. each end, unless noted otherwise. P P EQUIP. EQUIPMENT g p methods, techniques, sequences and procedures for construction of to top plate 3 - 3" x 0.131 ° nail c. Concrete shall be proportioned using Type I - II sulfate- resistant cement. F. At beam bearing locations in stud walls, provide multiple- this project. Notify structural engineer of omissions or conflicts 3 - 3' ta qage stapie EQUIV. EQUIVALENT Admixtures containin chloride salts shall not be used. stud posts equal to width of beoring member unless between the workin drawin s and existin conditions. Coordinate t2. Rim joist to top piote ad at 6� (152mm) o.o. toena�i EXSTG. EXISTING g 9 9 9 ( EXISTING d. Cold weather concreting procedures shall be provided as recommended noted otherwise. requirements for mechanical /electricol /plumbing penetrations through 3" x 0.131 � nail at s' o.c. E in the AC'I Manual of Concrete Practice. 2. Interior load bearing walls: structural elements with structural engineer. Jobsite safety is the sole 3° ia gage stapie at e' o.c. EXP. EXPANSION e. Anchor bolts for beam and column bearing plates shall be placed with A. Interior load bearing walls are 2x4 or 2x6 studs (as responsibility of the contractor. All methods used for construction 13. ToP plates, lops a�d intersections 2 - tsd common face naii EXT. EXTERIOR setting templates. indicated on plan) � 16" o. c. with 1 �2' gypsum shall be in accordance with the latest edition of the UBC. 3 - 3" = o.t3� ' nail F. D. FLOOR DRAIN f. Expansion bolts shall be located at a minimum of 6 bolt diameters wallboard both sides unless noted otherwise. Cap with a e. It is the responsibility of the contractor to contact the structural 3 - 3� 14 gage stopie FDTN . FOUNDAl10N E...� from concrete edge and spaced at 10 bolt diameters unless noted double top plate instolled to provide overlapping at engineer at the appropriate time to perform site observation visits. ta. Continuous neader, two pieces t6d common � 6" o.c. aiong edge FLR . FLOOR r ^ otherwise. corners and at intersections with other partitions. If Observation visits to the jobsite by the engineer are for determination t5. ceiiing joists to piate 3 - ad common toenaii FRMG. FRAMING V 1 g. Anchor bolts for wood sill plates shall be placed at 4'- 0" maximum overlap is not possible, strap top plates with metal strap of generol conformance with the construction documents and shall not 5 - 3" x o.t3t ' naii FTG. FOOTING .�{ spacing with one anchor bolt at 12" from each end or corner and ties (Simpson ST292 or equivalent). be construed as inspection . s - 3' ia 9aye stapie GA. GAUGE a minimum of two anchor bolts per piece. B. Floor or roof framing members must be aligned to bear f. Though every effort is made to provide a complete and clear set of ts. continuous neader to st�d 4 - Bd oommon toe�o�i GALV. GALVANIZED � h . All exposed edges and corners shall be chamfered 3/4" . within 5 inches of the studs beneath . construction documents, discrepancies or omissions may occur. 3 - isa common minimum, Table 23os.io.a.i face naii GEN . GENERAL w iZ Ceiling joists, laps over partions i. Concrete floor slabs on grade and on metal decking supported by steel C. Provide (2)- 2x10 headers over ali openings in wall , with Release of these drawings anticipates cooperation and continued a - 3' x 0.131 " nail G. L GLUE- LAM one 2x4 or 2x6 trimmer and one 2x4 or 2x6 kin stud 9 (see section 2308.10.4.1 , Toble 2308.10.4.1 ) q _ 3" ta a e staple GYP. GYPSUM /GYPCRETE � C� framing shall have sawn or tooled control joints at a maximum spacing 9 communication between the contractor, architect and en ineer to 9 9 each end, unless noted otherwise. HDR. HEADER � C � of 15'- 0" in each direction . Locate control joints along column grid provide the best possible structure. These drawings have been 3 - isd common minimum, Table 23os.i0.a. t face naii lines where possible and provide slab isolation joints oround columns. D . At beam bearing locotions in stud walls, provide mulitple- prepared for the use of a qualified contractor experienced in the 18. Ceiling 'pists to parallel rofters a - 3' x o.i3t ' naii � stud osts e ual to width of bearin member unless (sea section 2308.10.4.1 , Table z3os.io.a.t ) 4 _ 3• 14 gage staple HORIZ. HORIZONTAL M j. Concrete coveroge for reinforcing steel (ACI 318-95) : P 4 9 construction techniques and systems depicted. HT. HEIGHT � �j W 1 . Concrete cast against and permanently exposed to earth 3" noted otherwise. s - ad common toe�an INT. INTERIOR � � � 19. Rafter to plate 2. Concrete exposed to earth or weather : 3. Floor Construction : 3 - 3" x o.t3t ' naii � (See Section 2308.10.1 , Table 2308.10.1 ) INV. INVERTED A. #5 bar and smaller 1 1 /2" A. Provide 3/4' thick APA rated Sturdifloor rated 24�� 3 - 3' 74 gage staPie B. #6 through #18 bar 2" o.c. , tongue and groove exposure 1 . Glue and nail CONNECTION SCHEDULE z - ae common race na�i K KING STUD r� � 3. Concrete not exposed to weather or in contact with ground: panels to all supports. Install sheathing with long 20. � " diaganal b.oce to eacn stua and piote JST. JOIST � r� 2 - 3° z0.131 ° nail � � A. Slabs, walls, joists (#11 bar and smaller) 3/4" dimension perpendicular to joists and end joints Qq SIMPSON H5 2 - 3' ta gage stapie LAM . LAMINATED �y� B. BeamS, ColUmnS 1 1 �2" staggered. 21 . 1 ° x 8' sheathing to each bearing wall 2 - ed common face nail LLV LONG LEG VERTICAL � � �rl �J B. Provide solid blocking between floor joists at all bearing 08 SIMPSON LSSU210 LONGIT. LONGITUDINAL `L+ REINFORCING STEEL: locations. Blocking materiol shall match the floor joist 22. Nider than 7 " x 8" sheatning to 3 - Bd common face nai� LTWT. LIGHTWEIGHT ~� material . QC SIMPSON IUT14 each bearing wa�� O a. Detailing, fabrication and plocement of reinforcing steel shall be in 4. Roof Construction : 23. euilt-up corner studs � 6d common 24" o.c. LVL LAMINATED VENEER LUMBER A. Provide 5 8" thick APA I ood Sheathin roted 40 20, � SIMPSON U3516 SLOPED - VERIFY JOIST WIDTH = 2 5/16" 3' x 0.131 " nail is" o.o. LSL LAMINATED STRAND RIM MATERIAL accordance with the A('I Manual of Concrete Practice. � P W+ 9 � MAX. MAXIMUM b. Except where otherwise noted on the drawings, reinforcing bars sholl exposure 1 . Install sheathing with long dimension QE SIMPSON LU210 3" ta qage staple ts" o.c. � � J MECH . MECHANICAL conform to ASTM Specification A615- 79 ond shall be grade 60 except perpendicular to rafters or trusses and end joints 24, 8uilt-up girder and beams zod common at sz° o.c. tace naii at top and ^ Q� ties, field bent bars where permitted by note on plan , or bars to be staggered. QF SIMPSON WPI411 . 88 3" x o.i3� ' nail at 2a" o.c. bottom staggered on MAT' L MATERIAL r � ry 3" 14 gage staple at 24" o.c. opposite sides MANUF. MANUFACTURER � T 1 � � M-�••� welded , which sholl be grade 40. B . Plywood sheathing shall be appiied continuously over the Q SIMPSON ITT3514 rimar roof inembers rafters or trusses below MIN . MINIMUM �� O c. At splices in concrete, lap bars 36 diameters. Do not weld or use p Y � ) 2 - 2od common face naii at ends and at (N ) NEW mechanical splicing devices unless specifically approved by engineer. overframed areas to provide adequate lateral stability. QH SIMPSON ITT3511 . 88 d. At corners, make horizontal bars continuous or provide corner bars C. Provide wind/seismic anchors at supports for all roof 3 - 3" x o.i3t ' naii eocn spi�ce NOM . NOMINAL � � to motch horizontal steel . Around openings and steps in concrete, joists ond trusses. See nailing SchBdul2. 3 - 3� 14 gage stuple O. C. ON CENTER O provide (2)- #5 bars extending 2'- 0" beyond edge of opening or step. D. Provide solid blocking between roof rafters, trusses and 25. z' pmnks tsd common at eacn bearing OPNG. OPENING F.�j (� r l e. Extend reinforcing steel a minimum of 24" through cold joints. Unless lookouts at all bearing locations. Blocking material shall 2s. coiior tie to rafter 3 - tod common face na�i OSB ORIENTED STRAND BOARD � r � ^ �/ specifically located on plan or details, coordinate coid joint locations match rafter, truss chord, or lookout material . a - 3" : 0.731 � nail {� PLATE `� ,_ with engineer. 5. �nd Bracing: a - 3" ta qaqe stapie face naii PLYWD. PLYWOOD M!�_ , „ f. Welded wire fabric shall conform to ASTM Specification A- 185. Lap A. Walls over 4 feet long which are sheathed Wlth gyPsufl'1 27. Jack ratter to n�p 3 - iod common toenaii R. O. ROUGH OPENING � O � � welded wire fabric a minimum of one full mesh plus two inches. Laps wallboard on both faces and are indicated as shear walls a - 3" x o.t3� ° nau RAD. RADIUS shall be wired together. on plan have been designed to resist wind forces in 4 - 3' 14 guge stapie Metric bar size conversion table: accordance with Table 25-I of the UBC. REF. REFERENCE � � M � g. 2 - 16d common foce noil REWF. REWFORCE�REINFORCEMENT METRIC INCH- POUND B. At shear walls, screw 1 /2" gypsum wallboard to all studs REQ' D REQUIRED h #� p #3 and to top ond bottom plates with #8 X 1 1 /8" drywall 3 - 3" x o.t3t " naii � f_�_� � #13 #4 screws at 7" maximum SPOCin9. 3 - 3' 14 gage stapie RET. RETAINING #� g #5 C. Exterior plywood or O58 wall sheothing is required unless 28. Roof rafter to 2-by ridge beam 2 - tsd common toe�a�i REV. REVISION � #� g #g specifically deleted by engineer. 33- 33.ta q qe stapie SCHED . SCHEDULE WN � � #22 #7 #Zg #g STRUCTURAL GLUED LAMINATED TIMBER : SECT. SECTION � #29 #9 2 - 76d common face nail SHT. SHEET � #32 #10 a. Materials, manufacturer and ualit control shall be in conformance 3 - 3' x 0.131 " nail SIM . SIMILAR #36 #11 with AITC Product Standord PS 66- 82, "Structural Glued Laminated 3 - 3" 14 gage staple SPEC. SPECIFICATION � Timber�. 29. Joist to band joist 3 - l6d common face nail SQ. SQUARE STRUCTURAL WOOD FRAMING: b. Laminoted members shall be fabricated using Douglas Fir with the 5 - 3' x 0.131 � nail STD. STANDARD 0 5 - 3� 14 gage staple � following combination symbols: STL. STEEL a. Except where noted otherwise, all 2" nominal lumber, except studs, 24F- V4 Simple- span beams 30. Ledqe� strip 3 - 16d common face naii STRUCT. STRUCTURAL 4 - 3" z0.131 ' nail shall be Douc�las Fir- Lorch #2 and better, and all solid timber beams 24F- VS Continuous or cantilever beams 4 - 3� 14 gage scapie T TRIMMER and posts 3' nominal and wider shall be Douglas Fir- Larch #2. 3 Columns T&8 TOP & BOTTOM 37 . Wood structural ponels and particlebourd:b 7 /2" ond less 8d`�� (per KRM)a b. Studs shall be Stud grade and better pouglas Fir- Larch or Hem Fir. c. All members shall be Architectural Appearance Grade, unless indicated T&G TONGUE & GROOVE SubBOOr, roof and wall sheathing 2 3/8' x 0.131 ' nail " T. O. C. TOP OF CONCRETE c. Built- up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or otherwise by the O�ChItQCt. (to framing): 7 3fa' ■ ts qaqe° better 2x4 or 2x6 studs per plan and shall be nailed together with 2 d. Protect members from damage or exposure to moisture prior to and ts/32° to 3/a" ad (per KRM)a T. O. F. TOP OF FOOTING rows of 16d nails � 6 " on center along each stud . during construction . 2 3/e" x o.t3t ' naiiP T. O. L. TOP OF LEDGE d. Built- up beams consisting of multiple 2x members shall be nailed e. Adhesive shall meet the requirements for wet conditions of service. 2" � s gage° together with two rows of i6d nails spaced at 12" on center, or f. Do not camber laminated members unless indicated on the drawings. �/a' to t ' ad° T. O. M . TOP OF MASONRY designed by TDH with two rows 1 /2" diameter thru- bolts spaced 24" on center. T. O. TOP OF MAB e. Top and bottom plates shall be Douglos Fir- Larch or Hem Fir #2 and STRUCTURAL STEEL: i t /e" to i i /a" iod° o� ad° T. O. W. TOP OF WALL drawn by better. Plates placed directly on concrete walls or slabs shall be Single Floor (combination subfloor- 3/4° and iess 8d° (per KRM)a THRU THROUGH under�ayment to framing): 7/8" to � " ed• TRANSV. TRANSVERSE checked by pressure- treated Hem Fir #2• a. Structural steel shall be detailed, fabricated and erected in accordance t i /s" to 1 1 /4" 10d° or ad° f. Wood beams bearin in beam ockets in concrete or masonr walls TS TUBE STEEL COLUMN g p Y with the most current editions of AISC Specifications and Code of 32. Ponel siding (to framing) � /z" or less sd' TYP. TYPICAL ISSU2d shall bear on o treated 2x6 bearing block. Provide 1 /2' clearance Standard Proctice. 5/a' 8d` U .N . O. UNLESS NOTED OTHERWISE around end of wood beam . Block agoinst sides of beam pocket with b . Structural steel rolled shapes, inciuding plates and angles, shall be treated 2x blocking to provide lateral support for beam . ASTM A36. Tube shapes shall be ASTM A500 grade B . Pipes shall 33. FiberDOard sheathing:9 t /z" No. it gage roorny naii" VERT. VERTICAL PERMIT 09 18 � 3 g. Within floor joists spaces beneath solid or built- up columns noted on be ASTM A53 grade B or ASTM A501 . se common noii No. 7s gage staple' V. I. F. VERIFY IN FIELD plans, blocking of area equivalent to column above shall be provided. c. Tube shapes are actuai size as specified on ptan. Pipes indicated 25/32" No. ti gage roofing nail� W. F. WIDE FLANGE Door or window trimmers consisting of a single stud do not require on plan are nominal (approximate inside diameter) and refer to AISC ad common naii W. P. WATERPROOF special blocking in the joist space. pipe schedule dimensions. No. ts gage staple' W. W. F. WELDED WIRE FABRIC h . Except as noted otherwise, minimum noilin� shall be provided as specified d. All bolts used in steel framin shall conform to ASTM S ecification 34. Interior paneling � /a" ad � WD. WOOD in the "' Nailing Schedule" on the drawings 200D IBC Table 2304. 9. 1 ). A325. Anchor bolts and bolts used in timber connections may be i. Bolts used for wood froming connections shall be installed with ASTM A307. Bolt sizes shall be 3/4" diameter unless noted 3/a" sd ` W� WITH NOiES TO TABLE 2304.9. 1 W�O WITHOUT standard washers and nuts. otherwise. j. Unless noted otherwise, steel connectors such as those manufactured e. Bolts used in structurol steel framing shall be the break- off, torque For si: t inch = 25.4mm. 2 3/B� x 0.173� nails and 3° x o.i3i ' r,a�is are standard Bd and 10d Gun r,a�is. by the Simpson Company shall be used to join rafters, joists or beams indicating type, or torque inspection shall be provided as required by to other beoms at flush - framed conditions. Use all specified nails. the building inspector. a. commo� or eo■ r,o�is are permitted to be �sea except wnere ocnerw�se stated. Connectof COndi}ions nOt othe�wiSe nofed shall utilize T e U o� T e b. Nails spaced at 6 inches on center at edges, 12 inches at intermediote supports except 6 inches at supports where � � f. Typical framed beam connections ShO�� COI151St Of POifS of 1 /4" angles spans are 48 inches or more. For nailing of wood structurol panel and particleboard diaphrogms and shear walls, HU hangers of a size specifically designed for the member supported , using the maximum number of bolts called for in Table II - A of the �efer to sect�on z3os. Naiis tor wau sneatninq are permitted to be common, bo■ or casinq. as shown in the manufacturer s published tables. Contact structural AISC Manual (ASD Ninth Edition ) . engineer for details as required. g. Expansion bolts shall be wedge type °Hilti", "Rawl ", or "Red Head" or �. Common or deformed sno�k. k. Wood nailer plates installed on steel beams or concrete walls for to e. common sheet P- a roved e uivalent with the followin minimum embedments: e. oeto�mee sna�k. flan e han ers shall be ri ed to match the width of the wall or beam pP 4 _ _ 9 f. corros�on-res�stant siaing or casinq naii. g g pp 1 �2�� diameter - - 2 1 /2�� g, Fosteners spoced 3 inches on center at exterior edges and 6 inches on center ot intermediate supports. flange. Nailer plotes supporting top flange hangers from one side only 5/8" diameter - - - - 3" h. co�rosio�-res�stant roofing noils wttn �/� s-t�cn d�ameter nead and 1 i /2 inch length for t /2-�ncn sheathing and sholl be instolled flush with the face of wall or beam flange at the 3/4'� diameter - - - - 4" i 3/a �r,on ier,gtn for 25/32-inch sheathing. hanger locations. h. AdhesivC anchofs Called fof on the dfawings shall be glass copsule i. Corrosion-resistant staples with nominal 7/16- inch crown and 7 1 /8 inch length for 1 /2-inch sheathing and 1 1 /2 inch I. Manufactured joists shall be from an approved monufacturer and shall t es such as "Moll Parobond° or "Hilti HVA" anchor s tems. iengtn ror 25�32-inch sheathing. Panel supports at ts incnes (2o incnes if strengtn axis is the iong direction of � � be e uivalent in load corr in ca acit and deflection criteria to � Y � tne Ponei, uniess otnerw�se marked). q Y 9 P Y Minimum embedments, if not specificallY indicated on the drawings, y Casing or finish na�is spaced 6 ��cnes on panel edges, 12 inches at intertnediate supports. TJI/PRO 350 series joists in depths and spacings indicated on plon . shall be according to the manufacturer s specifications. k. Panel supports as 2a inches. Cosing or finish nails spoced 6 inches on panel edges, 12 incnes at intermediate supports. Provide blocking, bracing, web stiffeners and other accessories os i. All welding shall be done by an AWS quolified welder. i. For roof sneothing applicotions, 8d �aas a�e tne minimum required for wood structu�ai ponels required by monufacturer. j. Delay painting within 3° of field welds until welds are completed. m. Stapies shali have a minimum crown width of 7/is inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. k. WhefB CO��OSive SOII COnditioflS eXISt, steel an9les thOt O�C uSEd t0 0. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and woll sheathing and 3 SuPPoft 0xteflOf stone veneer Sholl be c)a� vaniZed and Sh011 be attaChed inches on center at edges, 6 inches at intermediate supports for raof sheathing. t0 the foundation with galvanized O� Staif118SS steel eXPOfISIOn anChO�S. p. Fosteners spaced 4 inches on center at edges, 8 inches at intermediate supports. J � B # 0308 - 21 q. Items noted as "per KRM" huve been changed from the IBC schedule to a more restrictive requirement. ��;� �-` � i : TE,; _ ,, '✓ \ ... , .`,,�Nr,�,,�;° �1�, % � =g � � y� '� �� . �� , / •� ••....•''� �. ��fSSIONP� rr� ' ^ �nn� C � � U � � � O N ZO7cDC0 U � J O � � z � U rn m - � W I I 8'- 4 1 /4" � z - r7 r7 ( VERIFY W/ ARCH . ) � vi w O1 °1 p � r r Z � � J M X Q\�� DJJO� p�G � � +��C' Z � �L � N � � `° � - - - - - , Q�� c�o rn 'n � - - - - - - - -� : - - - - - - - � - - - � - - - - - - - � - - - - - - _ . - - - - - - - - - - - - - I � - - - - - - - - - - - - -- - - - - - - - � � I . � � � �G' � � a0 I � - - - - - - - - - - - - - - - � - - - - - - - - - - - m rn ----- -- - - - - - - - - - - - -- - - --- - - --- , O � � A � I - - --- I � — - - - -- � � � — — — � � - � , � , �G � � � v rn rn �A I � I I I ! _ _ _ _ _ _ _ . - _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ �+� _ _ _ _ L J o.� � � � I i ' I I I I i �i _ _ - - _ . 1 _ _ (f) d > Ql lai . _ _ . _ . _ _- - - _ _ _ - _ _ _ _ _ _ _ _ _ _ - . _ _ _ _ _ O \ � I . ` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ . _ _ _ _ _ _ _ _ - _ _ _ _ _ _ i ( i i - V I I ___ _ _ _ _ _ __ _ - __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " . _ _ _ _ S5 _ I - -- - - - - -- - - - - - - - - - -- - - - --- -- - - - - � - ---- - - - --- � - - - - ---- - - -- -- - - ----- - - - - � � G��G e �' I I , I I I � — — — — — -- — — _l ; ; � -_ - -_� — - � � A � ' ! � � ��+�, ' �� i I I � � I i � l ; ! � � � EPDXY (3)- #5 DWLS x 1 '- 6 INTO � � I I I I I I I I I � � � PRE- DRILLED 3/4 mx6 HOLES � � JA �� I I � I I , I , I I ; '� I ' ' � - - — - - — — J I — -- I '�� '�� I � � I ' , �'� - - �n _ , — - — �, � �— — — r'-� I ' �'� I , � — — � _ — — _ � � , � � � , I _ � I �k � � � � I '� '� - — - � - - � -� � � — - - � , , as'-o '� I � � I W l ii I ' T.O. (E) SLAB T h � I I I `J �4 I � I �, 8�9 - 0 II II � ~ � � I �T. O. (E) SLAB � � _. _ - — -I - , � � � � Ij - ' - - - - - !--� i ��i I � � - '� � i _ � - —� - - - - - - ��i � - - -I � � � 1� �� /.� Ii i , , . . � Q�� 1� \LJ ' � 'I , I , , I I I 6•_ �� I o � r ^ � I � �� 4 I I - - - I I i 10' - 11 1 /2" �.� G�� F-� I � ' I � CUT EXSTG. CONC. � I (VERIFY W/ ARCH . ) �`l- � � � � i SS III � — WALL DOWN 4'- 0 f I � , �,1' � � � i �� FOR NEW SLAB Q �86' - 0 i � � — — � I � � � Y-1 I ! ', I (E) T. O. W. = 89'- 0 I � I (E) T. O. W. = 89' - 0 I I I T.� 0. SLAB I I (E) T. O.W. = 89'- 0 (E) T. O. W. = 89'- 0 � , i - - (E) T. O.F. = 78'- 4 (E) T. O.F. = SO'- 4 T. O. W. - 86'-0 '_ _ � � � _ - - I � � _ - - . . . - - - --� � N T. O.F. - 81 - 10- - - -T. O. F. - 4 - - I � � � _ _ — - I I _ - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - ^ T 0 F 82' 8 (E� _ I I � , - - - - - - - - -- - - - - - - - - - - - - - - - - - - � E - -- _ -- - - - - - - - - - - - - - - L-' - ��l�f�l� } - � - - - - - - - - - � . , � _ - - - - - - - - - _ - - - - - - - � .- . - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _ - � m I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I � Q - r - - � - - - - - - - - ° — � - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - i i - - - - - - - 86.- 0 - - - - - - - T.O. W. = 85'- 4 , � o � I I — — — — — — — — � I � � � O � 8}, 6� I g}, 4 - 6 I T�- p g�qg T.O.F. = 82'- 8 I i o I T. O. W. = 89 ' -0 I � - 3 5 DWLS x 2'- 0 EPDXIED INTO I I io T. O. F. = 82'- 8 � # I � Y T. O. SLAB � Y T. O. SLAB � I II I 00 � I I � S5 PRE- DRILLED 3/4" � x 6" HOLES I � O � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I 5 I � - - - - - - - - o - - - - - - - - J I L — J I }, 8�9 ' - 0 2' - 8�, � � 1 2" O. C. , T Y P. r l � I I � T.�O. SLAB I T. O. W. = 88' -4 I � �J w � � � S5 � , / � T. O. F. = 78'- 8 T. O. W. = 89' - 0 0 >' \ � I I / I — I � � I T. O. F. = 78' - 8 7 I � � .. �A INDICATES THICKENED � 10" CONC. SLAB REINF. W/ / T. O. W. = 86'- 0 M 6 I � i T. O.F. = 82'- 8 �4' - 8" T. O. W. = 88'- 4 1 '- 0° � p" 55 � � � SLAB EDGE W/ ( 2)- � � � #4' s � 16" EA. WAY � I / T. O. F. = 82'- S STEP I I I � � � S5 #5's CONT. HORIZ. �\ \ I\ HOT TUB LOCATION � / � / I L _ _ _ _ _ _ _ T. O. F T. O. W. = 89' - 0 4" CONCRETE SLAB ON 4" CLEAN w T. O. F. = 78'- 8 GRAVEL BASE ON UNDISTURBED I M GRADE OR COMPACTED STRUCTURAL I l-�-1 � \ � �84'- 6 � / - - _ _ _ - - JJ L L � I RIEIN ORCE �SILAB WGI HEER. � '-0" 2'- 8° I N � � T.Y 0. SLAB _ _ J� STEP gg'_ p I � � I 2 6x6- W1 . 4xW1 . 4 WELDED WIRE � � � � - - - - - - - - - - T. O. F T. O. SLAB � � FABRIC THROUGHOUT. PROVIDE 1 ' " T.O. W. = 89'- 0 -�� J S5 DEEP SAWN OR TOOLED CONTROL � � � NORTH T. O.F. = 82'- 8 � � JOINTS AT 15' - 0" MAXIMUM I �n C� F O U N D A TI O N P L A N � �- � � I SPACING EACH WAY. L _ � N SCALE : 1 4 " = 1 ' - 0 " �i I I Q� �� I I T�P T. O. W. = 89' - 0 �Q � � 0 1 I I v � m �, �I T. O. F. = 75'- 8 a m STEP � � � PLAN NOTES N o= � S5 �' � cJn o�c� I I � � T O.F S6 � L ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: � � � .o I I I I - T. O. W. = TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING I I �'� F I I T. O. W. = 85' - 0 � THESE ELEVATIONS RELATE TO 100' - 0 AS A REFERENCE ELEVATION AT THE ;n T. O. W. = 88'- 0 � 1� � � T. O. W. = 79'-6 T. O. F. = 75' - 8 � MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. T.O. F. = 80'-0 I L I I I T. O. F. = 75'- 8 I I I I T. O. W. = 78'- 4 T. O. W. = 79 ' - 6 g I 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING - - I I T. O. F. = 75'- 8 T. O. F. = 75' - 8 SS � CONDITIONS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. SLOPE _ � B BL � � desiqned by TDH N r. o. w. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � \ STEP � � I T. O- �SLAB I I drawn by M AB 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION � T. O. F / � I — — — — — — _ _ _ _ J I checked by WALLS UNLESS NOTED OTHERWISE. � � issued 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" — - - - - - - - - - THICK x 16 " WIDE UNLESS NOTED OTHERWISE. � / ,��Q � 9 ��e 9 PERMIT 09 /18 /03 6 . DO NOT SCALE DRAWINGS. � \ \ 84._ � ' g5 S5 T. O. W. = 83' - 0 T. O. SLAB I T. O. W. = PER A CH. T. O. F. = 78" - S \ � �p � I T. O. F. = 75' - 8 � \ 9� � \ � \ � SPREAD FOOTING SCHEDULE � TYPE SIZE REINFORCING STEP � T. O. F A 2'- 0 x 2'- 0 x 1 '- 0 (3) - #5' s x 1 '- 6 EA. WAY 5' s x 2'- 0 EA. WAY SLOPE \ \ sheet B 2'- 6 x 2' - 6 x 1 '- 0 (3) -# T. O.W. � \ \ 11 1 '- 5 1 /2" � SS � � 2' - 5 3/4" g' -p" g' - p" 2'- 5 3/4„ 1 '- 0" 15'- 0" 24' - 4 3/4" ao� - a 3/4° JOB # 0308 - 21 �--- Op PEGISrF Q�' .•`�1EN%y'A�O � , O :p. O,y ; o :� � �'t� U i F- � 3 ; � ., A•`e i!•, . .° ` ''' �FS� IONP� . - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - _ _ - - - - - - - - - - _ SEP I 8 2003 �� - - - � ;�. � � 6� U � .N Q O � . _ . _ _ _ N Za0cDC0 -p a o 0 - - - - Z � w � rnrn I I C zZr7r7 � � uj � � � i H � W .-.r. 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I I I I � ' � � I I ' ;� ' � � � � � I I I I I ; I ; I I � " �I ', I I I I I I I I I I I I I i I � I I 1 I �+�, i I i I � I I I ' I I I I \ � -/� ' III I I I I I �`�' - - - - - - - - - - NI - - - - - - - NI - - - - - - - - - I- � I - - - - - - - NI I I I I I � � °_ ! 5 11 2 L1L��'4x �, ,,�' . � ��W6x STEEk �'�M-�� -�� - -� IT- -- � fl � -ao � � � �^ � I i I i i i � � � � �_' � E 3 2x1 � � � i I I I I I I � � \ ~ � ' ll � I I I � � I 3I - - - �� - - - - - - - - I 3I - � - - - 3I I I i i o ' (V�IF I I I I I I I I I I � - - - � ; III I I I , I I I I I � � F O � J I I I � � ; Ili I I I wl wl wl , _wl - wl � \ � I I I I I , I III '� � (� Or l ; I I' I I I `"� _ �, v �.� - v - - - y - - � v - - � - - � - S' w � i I I I I I I I I i ' Q�� r l ^ �.J ; I I i I I I I , _ `L � I `L , � `L I I `L 1 i i ti I I � 0 TYP. � I � i I I I � I I .�`L � �-/ w � I I I I I I I I � '`` � � � I � I I " ' � � � 0 � I I I I i I ! � .�`L} ' � 5' - h - - h - h , - - - - `o - - h 2j=f 3/�xl i 7 8 �V�i + '� � ;i I � I I I I I , o�+ � a+ � - o�+ - � - �+ - I �+ I � ,`L I i � h-� � h-� ' ll � I I I I I �` � � - - - - - - - - - - � • - - � � ' I `� CANT. � �� I i I i F , � � _ _ i � � � r, IILr- � - � � - -I I (o � - - - - - � � - - - - � � 0 �� - - I i I II I I I I � f I LVL I I �, li - - I I �+� � � w � � - - - - - - - - �� - ro I .. � I �_ . - +G y,_ , - -- _ _E. , . _ - - -- � III - - - - - - - - - - - - - - � - � � - - - - - � � � - -- � � ` � - ' - -- „ . .-. \ / - / / / - - 2 1 3- 4x � � I , � � , r - t- - ,= � T - � - - - I R - � ' - � - - -- - � - � -- -�- - - � , J- - -� - - 1 - - � � _ =_ _ - - - --_ - - - -- - -- - - _ - - - � � �_ �: �. � � � - --� - , - - =_� _ � � i , � ,--- � r / - � � „ - � .�, - „ - - - - . , , I ' I - - - - I - - - - - - � - - - - - � _ - - - - - _� -r �i J _ _I . 11 7 8 LVL �I � GANT. i o, _ 1 - t 3 4x11 7 8 LVL ' � � / � ` � � ; II - - - - - - - Iw - - - - - - - - � - - - - - - - � - - - - Icw� �+`o � �+s 'TJI 's x � . � ��/'� w , U U — 7 1 . , �,1 I N _ _ F�, � r � I I H � I F- K f- � "� / ! . , . M . s �}{� 11 d ,, � _ _ z � m _ _ _ z � m L ? m - - - - - -QIm - - - Q � m Il ". � Tr' � _ _ UI ? - - -- _ _� I Z - - - — - - U Z - - - - UI " - - -._ - _� Z- - QG TYP � C� - _ - - - _ — — — i �� . r �/ � � y � � . � (�) 4j - 2x12 , ', (E) ( 4)- 2x12 (E) (4)-2x12 � �'i (E} ( 4) - 2z12 (N ) BRACES � STEEL �y i� i � � I , � - - �-a - - , � . � - - - - I � -� _- - - - - +6 � 1 1� � '1 � ` - - � � � � � O - - - " �1-,o CONTACT ENGINEER TO �� SECT.S2�6� (SEE I �_ I � — 2 . I VIEW (E) CONNECTIONS � I S6 �` . 0�- 2x12�T� ST�� , __ ° ' � — ' _ ' ,_ � 0 ■ �—� "' - - � . ' � � �� . �' X N I � �� 1 1 �4x14 TIMBERSTRAND LSL � � � � � (OR EQUIV. ) RIM � DECK N desi ned b TDH _ PERIMETER INDICATED THUS I � " I I 9 Y �I � N � drawn by MAB A Z checked by GARAGE ROOF f , NORTH 2+s � I �A'O�+ issued F L O O R F R A M I N G P L A N �2x6 CRIPPLE WALL o \ J SCALE : 1 4" = 1 ' - 0 " _ _ � � PERMIT 09 /18 /03 -- -- - — — — — — — — - � PLAN NOTES : � J. � - -- - , �' � x 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: _- - =--= � - � I \� � \2+6 2. POSTS BELOW ARE INDICATED : p NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � - A+ 2x12's � 24" , SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: O � - J �! 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 , SPAN � RATING 24 O. C. ( 3) - x12 _ ( 3) 2x12 � 4. ( XXX'- XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). I c T \�+s 5. " O �� INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. � - R,+�O �,+�0 �,+ sheet i i 6. ALL (E) FLOOR JOISTS ARE: 11 7/8" TJI/PRO- 350 � 16" O.C. , TYPICAL, UNLESS NOTED OTHERWISE. �i. 7. ALL (N) FLOOR JOISTS ARE: 11 7/S" TJl/PRO- 350 � 16" O. C. , TYPICAL, UNLESS NOTED OTHERWISE. �O `O I� /ry+ /r�,+ I� � ti I\ / 1 � � � / \ CONT. 2x12 STRUCTURAL SUB- FASCIA ��_� � � JOB # 0308 - 21 ( ' ,' � ; � �. � ; TERF� �. i - ; °�y`chN i1j•ee � . � � �C�',•�o' • �=� . � zg 61 ° W � o I I ' � �„� -- - - ? v ��' nJD� : z �"" . � ( Z)- 3/4"0x1 ' - 2 LAGS ' •• ` � Sx12 r - - - ; •• • �, � �9�FESSV0��. I �,�, �:� - - - - - - - - - - - - � „�-, , i - - - -- - --- - - -- - --- - - - - -- -- - -- - - - - - -- - - - - - - - - - - ---- (2)- 3/4"� THRU -80LTS I I ' I ' I . . _ _ . C �f1!1, _ (2)- 3/4"mx1 '-2 LAGS � \ 8x8 _ � � �„� � �x � o� � N N o0 (2)- 3/4"0 THRU - BOLTS 'I � � � ¢ °000 - - - - -- - (2)-3/4"0x10" LAGS I II Z -° Z o � � ( E) (4)- 2x8 � i Uj ° � � rn rn I F � w ,-.� Z � -� M X 8x12 BEYOND i I� Q � � J ° � NOTCH 8x18 FOR BM i J � i � � 8x12 � � o' Z IIi i Q � N � � ^ _ I� � Mil1 aX� $ . . _ _ _ _ _ _ _ - � � — " _ — _ . — . . . _ �— � � � p> i 7 ' � I � 3 � rnrn � pUrnrn m 1 SCALE: 3 4' = 1 ' - 0" � , w � � j � � 2 SCALE: 3/4" = 1 ' - 0 " � � I - S4 S4 � i Y � o - � ¢ i I� I �� Q TYP . � BRG. � I � I i +�2� ��+�, \`�+6 I 2x12's � 24.' S - - - - . . : - - :: . . :. .. . . .. .. .. - - - - - - - - - BUILD NEW 2x4 WALL � G-, - 'I' _ _ � P � RAISED ROOF OR CONTACT c ' I g x 18 - � •. -A � I I� � ri - - -� , I � i ENGINEER FOR REQ'D. WALL � i , � I � � b, i REINFORCEMENT SUCH AS , J � CONT. POST LOCATIONS. � I I � I , ' � '' ', �� Iloo I � I � � � - - - - - - - - - - - i , � I . . . Q I i I �nr j - - - T � iii r — i nr � - - �- � iii � r � � i r r -- � -- - � � _ I j - - � - -- I ----- - � - - , - - � , - .. ..-- : - - - - - � ^ � I I� � � . - - - - - � — � - - - - - - T � i _ . i L..J � � � � I I I171i �� -- � IfTj—j—j1T1 � — I I I � �' , �; - � �-�� - � � I � ' i , 'i i ' � � Y I ill � III I I I III '� I I III I I I III I I I I ! 4 �} I I I I � i� � i 'i �1 � � � � � ' _ I -' � I I II ' III- �- - L - IIII _� I III-i - - I- - LIII _I E i16° TJI 's � 1 �(7� C. � � � � ' � � � � ' � � �4 � X i i 1 � � I I I � I � I . � I � � � �', ' � J � � ii � I i � � i i � � Ilr _ _ _ : 111 � 1 � III� - - - ; lll �' I I I i , i � � � � � � I � /'� i / p, A � i ' JII ' � �. � I W ' i � IIIwI � III il � W . I I � � , � ' � . ' � � � i � � � � U ✓ 2 J iIJ J J .� . , � il � —� � i � m . � �`. � I . . � . � III I . � I I i�� , � , i ,� , � . i i1 �� i A � �� ' � � , � _ � K — — — � � � � _ ' . _' �i i � � Q B o W l i ' � ! `�\ �- - - - , . ~ F- - - - � � � � _� '� �� I � � F` - � S L z � ... � ,, � � �i I � � �±� � -- — E _ �AN _ _ �+� 5 1 xa _ _ L _ +� �� (N 6 �4x 5 L. R 5 1 �8 18 -�� T (`�- - - - - �1L8�12�, � G. L. +� � � �� II � �� I �� II�I ! I I I � � � � � � � � � � ,� � � � � �� _ _ � -- -� - � � � � ' � I I � --i ,- _, r . . � - -- - -r _ � _ � _ _ -� _ � � � � � � 1 �- - - ; i � �� III � I II � � III I I / ,4 I , , � � � � , �i � j � � 2 � I I i I I � I i I I II II I I I � � I � I � � � � � � I I i II I � I I � � I I �I � ; III III I I II II I I I i � �I � , i , � � � � � � _' S4 I � � �� I I I II I II I I I � � I � � I �" I I I I I � � I � III � � III I I II I I I I I I i C T (E)'� JSTS � , � } �1 / I I 1 � , � � ', � I i I I I � I I I I I I � � � i I I I � . �/ � � ' � __�___� Q�i � � I I I I I I I I I I � , , , I I I I � I I i � i I I I I I I I I I i I B ' C bT0 (N) W/�L�. I 1 I I f �� I � � � I I I I � � �� ' I I I I I I I I I I I I I I I I I I � I I I � � I X� � I 4 ' �� ; � � �j � � QE TYP � I I I I I � � i � I I I I I I � li � ; I I I � � � _ � � � � � � � � � � � � , �� " � �� ; � � � ,� T�-- � � � I ,l, i II I i , I , . , i , i I I _ ,- - _ f' I I. y,� i I I �- .:. 86' - 0 8" THICKENED SLAB T. O. SLAB a • e ��i`i � �r� EDGE W/ (2)— #5s ao <,;s, - ��o'�° " CONT. HORIZ. - . � r, i.r � n, :a.. ��.�� w � �^ �° i � : � u REG�Sl£A�, 2x6 STUDS � 16 " O. C. W/ d� C�.•• ` 1 /2" PLYWD. OR OSB : o��:� ��N��'li•� SHEATHING �l `j\;�� o :� ,__� 8�� F' � . . � �j 1 /2" 0 x 10" A.B . 's � 48" 0. C. '. �.L : i IN CONT. TREATED 2x6 F� 6 SCALE : 3 4" = 1 ' - 0 " A •� ''•••'~��,� � 85'-0 S5 STONE VENEER 2x6 STUDS � 16" O. C. W/ �f$SIONP � T.O. W. ( 1 ) - #4 CONT. HORIZ. PER ARCH. 1 /2" PLYWD . OR OSB � SHEATHING � SEP I g 2003 I� a 86'-'0 1 /2" EXP. MAT'L, TYP. ` T.O. SLAB a , ° 3,_ 0 1 /2" 0 x 10" A.B . 's � 48" O. C. � ,a . , o IN CONT. TREATED 2x6 f� \ \ \�` a ° THICKENED SLAB EDGE c � /\ \\/\ \\ �4 DWLO �x j � REF. SECT. 6 /S5 a' � � 89'- 0 !�i�i � ° 2'-0 � T.O. W. � Q °J o 0 Q � �� d � � a � C� J Q 00 OJ �i4� -6 �i z�,...::, � de� � � Z � U 01 O� ° ° T.O. SLAB � - � w � � ° ^ 4 ° ;n �; �. � ° � � z Z M, � e e a z t a� �; � � ° .;�� ' Ui d �j � rn rn a � a ° c ° . a � � ��i�iZ o � i. . F � w .�..-. f a � aY � � J .`'�.,` ?� \ i /: ° a C � � O Q / a . e e . .. . gY.i�i� a ^ a � 00 J �� \ � STONE VENEER "'�!�%��°'o�'�! 8" 10" CONC. SLAB REINF. W/ � � � 2�- 0" ,��\��.°�:'% #4's � 16 " EA. WAY � a (� �o� PER ARCH . o, r� r� �;�q: m a • • HOT TUB LOCATION CONT. L 4x4x1 /4 W/ Z • a 5 1 /2' 0 x 4" EXP. ANCH. 's � SEE ARCH . FOR STAIR CONT. L 4x4x1 /4 W/ , a� SCALE : 3/4" = 1 ' - 0 " O 24" O. C. 5" 5'� O � N � r°'-� ,� ° . � � rn � ad � O � � m a� � x p � V � RISE AND RUN TYP. 1 /2" 0 x 4" EXP. ANCH. 's SS ��i�i��i��i�� . < • � 24�� O. C. � j�i�j6: III I OU rn o� #3's � 12"' EA. WAY � #3 CONT. IN EA. < a 1 /2" EXP. MAT"L, TYP. I � � m J o x ' ° ' NOSING q^ •4^ II I EXSTG. STUD WALL °d #5' s VERT. � 16" O. C. � y � a � � 4" CONC. SLAB PER PLAN Y I N � > .�.� �� e a , < < a SLOPES �� a � °a T.O. SLAB � q • #5' s VERT � 16 " O. C. 89•_Q � `o `• a �� < � -L - T. O. W. (E) ° ` � I �- T.O. SLAB (E) � °!�%�%!�% � � I - .-.�G - - a . ��°�jO' STONE VENEER I � ' � r`; ° � � � �i�� 5's CONT. HORIZ. � 16 " O. G PER ARCH. I � I�i �; �� • # i �'��'� % I I!��! � #5's CONT. HORIZ. � 16" O. C. ' � � • #5 DWLS x ItO I I�i � 4„ 6a � / a � 48° O. C. L I I �� 1 /2" EXP . MAT'L, TYP. I I �--1 /�/��\i� r;\. 6„ 2' - 0" I I M THICKENED SLAB EDGE � �� EXSTG. FNDTN . WALL #5 DWLS x � a � w a a ( 2)- #5's CONT. HORIZ. REF. SECT. 6/SS � � � � 6" O. C. � TOP & BOT. � � 11 SCALE : 3/4" = 1 ' - 0" 75'-8 � � 1 '- 4 a 86' - 0 e � SS T.O. F. ` � T. O. SLAB ` ° I I ~ ro ,� � � � (2)-#5' s CONT. HORIZ. � � � ; ,� �n� ' ' j � TOP & BOT. a ° � � � '� '`�` '-> ' � � 1 /2„ EXP. MAT'L, TYP . � ►---� PERIMETER DRAIN PER ^ s�'� � �� I I � � C� 12x12 POST #5 DWLS x 4' -0 SOILS ENGWEER 4 8 4 I I � ' l ' " � I I TRANSV. � 24" ° a � 4" CONC. SLAB PER PLAN /'1 �""� — — �^'.� ,;,` - - 1 ' _ 4^ � � r--� - - I I (6) - #5's CONT. SLOPES � � � � LONGIT. T. O. SLAB � O � � CONT. L 4x4x1 �4 W� i � i . , . " o s � 8 SCALE : 3/4" = 1 ' - 0 " 1 /2" � x 4" EXP. ANCH. 's �� 8�- 8 � � � O SS � 24" O. C. a • � .�. . T. O. F. � o �,`; �, ri ��G.�i�� I I ��%�i�op �'°�'^�.< 4 SCALE : 3 4�� = 1 � — � �� `� ` ° ' � < � _ ° �° ` < d, , � � � ``I Z ipi�� "- � Zx6 STUDS � 16�� O. C. W� i ii�ii iiii ��!��. : "ii✓i�i/ S5 < � %��! I I �;��°` 1 �2" PLYWD. OR OSB a � o �'� � SHEATHING �� Z � : I I ' � °° ° ° � � � �— 12" � CONC. PIER � � PERIMETER DRAIN PER � � O I I 1 /2" 0 x 10" A. B. 's � 48" O. C. i � EXSTG. STUD WALL S O I L S E N G IN E ER 2 - a � � � - �� Q � � IN CONT. TREATED 2x6 f'� ;.� ��t O ''� � I 4 - 6 13-1 I I 89' -0 ,l �..� (4)-#5 DWLS x I � 80.W � � � T T. O. W. (E) 2 SCALE : 3 /4" = 1 ' - 0 " � r', � I 1 W EA. CORNER � � � � � �- � ) � O w � � �� J ��a I �� I "":�� T. O. SLAB E � � ° � I �� I ��i ,i�i�� SS � F-� � M-� 6 �� I I QF PIER HEIGHT EXCEEDS 4' - 0, � ) # � � � ° 2 - 5's CONT. HORIZ. I I�/��,�i � ADD ( 4)- #5 VERT. BARS FUL� � TOP & 80T. � I�%�? (1 )- #4 CONT. HORIZ. � � � � I I � — � L _ HEIGHT OF PIER) ° I I SLOPES „ 1-�I � t � � J � � Q � I T. O. SLAB e e � I I � EXSTG. FNDTN. WA�L d a a ",�, C� � SEE SCHED. FOR REINF. � I I� 88�- 0 ��p��° � I I � � E�. EQ. a a I I T. O. W. i��i � � � � � �I � �� , �/ � 2'- 0'� � � � � I I 2 - � � / STONE VENEER „ �� „�o��o�� e � ` a I #4 DWLS x 0 L — � PER ARCH . ��`�oi"�or`��i°�i � � � 24" O. C. � O \.\\j�y./��j �, N � � NOTE: FOOTWG DEPTH DETERMINED �\\i` #5's VERT. � 16° O. C. � #5's VERT. � 16 " O. C. BY PROXIMITY TO ADJACENT FOOTING I I I MAINTAIN MAXIMUM SLOPE OF 1 : 1 CONT. L 4x4x1 4 W < ° I 1 �2" � x 4" EXP. NCH. 's #5 CONL HORIZ. � � ; 84'- 4 ,� � _ � � 24" O. C. ` �-c<' T. O. F. (E) d � � I � �9� 10 SCALE : 3 /4" = 1 ' - O° � � a °� r C,��;� STONE VENEER � S5 5.. 5,. . . ��,� ��>T; PER ARCH. #s's x ^ ' - o � � s° o. c. �,y� � a a° a" designed by H � a� U�Or `7�,./�� ,� �,, drawn b M AB 5s CONT. HORIZ. � 16" O. C. � o � �; � ,�� CONT. L 4x4x1 �4 W� # � ,�v�� ° ° #5s CONT. HORIZ � 16" O. C. y 2'- 0 4" s " ` `T`� - " ��''; � ? � /z" � x a" ExP. nNCH . ' s checked by #4 DWLS x �� 4" CONC. SLAB PER PLAN � � 24" O. C. • � �r ` �� ' � . � 24" O. C. e.� ��o�o�i� � ISSUed cv . < � � ��;� ��' "��%��p #5's VERT. � 16° O. C. '� .� r. , o. ii < SLOPE SLAB ' �� tO �s �� ' �'�''- PERMIT 09 �18 /03 79'-0 #5 DWLS x � �� ;�� ;� ,�,�� T. O. SLAB � � ° � 6" O. C. �� ; � �� op � �g � �% �:�� < 78' - 4 � . � 1 - 4 #5's CONT. HORIZ. � 16" O. C. � �✓� , :=�� #5 DWLS x CO T. 0. W. `�i �i i i . �°�� O`'' a � � a �� `�i%o�, ��`��. (1 )- #4 CONT. HORIZ. #5 DWLS x � � 48° O. C. N �� `r�i 1 /2" EXP. MAT'L, TYP . � 16" O. C. c� g �� ° (1 )- #5 CONT. HORIZ. � MID - HT. , 1 /2" EXP. MAT'L, TYP. 1 ' - 6 #5 DWLS x 4'- 0 a a, 4" CONC. SLAB PER PLAN ( 2)- /j5's CONT. HORIZ. a o TRANSV. � 24° 4" CONC. SLAB PER PLAN SLAB SLOPES (2) -#5's CONT. HORIZ. TOP & BOT. °O , #5 DWLS x � ; � iv 4 4" p 48" O. C. L (6)- #5's CONT. SLOPES , ., TOP & BOT. g" LONGIL a ° a T. O. SLAB �e� '' tl ° (2) - #5' s CONT. 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L -_° _ _ _ - _ = _ _ - - = _ _ = = - - =co �-Fk�d�l --� - - - - i — I� �-� � � - - �I�� i i i ivNi II II II � � II � � II �II k� I I , I , I ��_ (E) (4)- 2x12 � � � � �� t� � Il I I I 6' 'BI .o� c� � � � � F � � , � LI � 1'� � o0 - - - .�, - - - - - II - - - - - - - - - - - - - - - - - - - - T , i z m cD co '�� I � � � �i II � � C� � � p m � (E) W 12x35 I II II ! II � � ' � � ? � w U O1 °i f � � _ C zZr7r� � � � 6 Uj � rn � d � N � p1 w � In J ( 3) x3/4" 1 � 1THRU - BOLTS - � �,� 10x10 ( 6)- 3/4" 0 x 1 '- 6 LAGS Q � o � o ¢ EA. SIDE OF COL. ALTERNATE SIDES OF STL F L � � �� WEB & PENETRATE WOOD � C - I' m � BLKG � ._ Z � C _ ` � ( 2)- 3/4" 0 x 1 '- 0 LAGS O � � � � �i � � D7mo� 10x10 BRACE � Y o o � � - � � U m U (6 )- 3/4" � x 1 '- 0 LAGS I �,� _ � o J ° a � � m a > O1 � - � 2„ ( 2) - 3/4" � x 1 '- 0 LAGS - �,m I SEE FRAMING PLANS (6)- 1 3/4x5 1 /2 LVL COL I � FOR HEADER SIZE I � I I � PROVIDE A MINIMUM - OF ONE KING STUD, L 6x4x5/16 W/ � � OR AS SPECIFIED ON 3/4" 6 x 4" EXP. ANCH . ' s � � PLAN & ( 2)- 3/4" 0 THRU - BOLTS � P � POSTS SPECIFIED ON PLAN EA. SIDE OF COL. I� E-1 INDICATE TRIMMERS ONLY AND T � � DO NOT WCLUDE KING STUDS I I � � � I I � � � � 5 TYPICAL WINDOW/DOOR HEADER SCALE : 3/4" = 1 ' - 0 " I I � � S6 � II -� � � e--q i � � � � � I I � �4 � o I -JOIST OR LVL I I HEADER TO MATCH I I � � � DEPTH OF FLOOR I I ` J ` J JOISTS I I r � I � X }�^� � Q � ° � � � � � � � � � o � J J � ° ` ' ° 2 SCALE: 3 /4" = 1 ' - 0 " � � � , � � � r , QH TYP. S6 � � r', �-/ �1 SEE PLAN /� O � � T. 0. W. - - 2._ O �� m I--1 — — — — — — — — — — i ( 2) #5 S x—� � w w�y-� �4 2' 0 ^ w � 4 TYPICAL PLUMBING/MECHANICAL HEADER SCALE : 3/4" = 1 ' - 0 ° � - � � �y S6 2' - 0 � V � I SEE PLAN � � �2�- #5s �— _ _ - - _ — _ — T. O. W. - - - ?o � - - �� SEE PLAN � EXTEND HORIZ. REINF. O T.O.F. I I 2'- 0 PAST STEP TYP. � a � � 2'- 0 � w ,,\�\/ � I � �, CASCADE /\ � 1 1 — FTG. �_ _ ` _ _ - - - - - - WOOD COL. FROM ABOVE SEE PLAN T. O. F. �j� � designed by TDH OPTION 2 �� \ drawn by MAB -� �; ; checked by � issued � �`� � SEE PLAN � T. O. W. i � ; �; ,��i ��% ��/ - - - - - - - - __� 2'— o PERMIT 09 /18 /03 �, i r/i �� io�i�i � f � �/ I (2) - #5' s x f j% 2'- 0 2'- 0 i' - , . 2' - � I „ SEE PLAN � � �2�- #5s � - - � - - - - - - - - - T. O. W. �� — — — 2-0 � — - -� ' SEE PLAN � EXTEND HORIZ. REINF. T.O. F. I I 2'- 0 PAST STEP TYP. ? , I a \ 2� _ o w sheet . 2x BLKG. '�i % � COLM ABOVE \ \��\ � � I I �_ _ `--- __ — — — — — - SEE PLAN � � T. 0. F. \/\ � OPTION 1 /\ \� 3 TYPICAL BLKG. IN JOIST SPACE SCALE : 1 1 /2 " = 1 ' - 0° � SCALE: 1 /2" = 1 ' - 0" s6 ss JOB # 0308 - 21 . . � � � � � J�.� � � � � 1LS � � � � � A � POST OFFICE BOX 3 23 8 x � V1lIL , , COo 81 65 8 `O � � Q970 � 9494121 oc � . . . o = U � � :� � � IViE1V� � ER. 4 � AI� E �t. IC � N INST' I '�' UT' E OlF AIEt. CH � T' IECT' S � a� � � z � Q ¢ o . x . � Q � � : > > w -� > i Q w m � �� N � � � � � , � � � a ; � � � � � �TABLE OF CUNTEN ' I' S . AUUUST 27 , 2003 ? � s � � � ( REVISION ) NOVF, MBER � . ? O03 � � � � � SD1 SITE DEVELOPMENT PLAN � .; � L 1 LANDSCAPE DEVELOPMENT PLAN � ;i A 1 LOWER LEVEL FLOOR PLAN 0 � A2 UPPER LEVEI . FLO (� R PL � N � '� � � A3 ROOF PLAN M � N � r � ;� A4 NORTH / WES � I � ELEVA �I� IUN � aPPROVE� � � AS SOUTH / EAST ELEV � TIONS CommunityDevelopment � . „ Department d Building Safety & Inspection , TOi;�1V OF YAIL Services ; � ' - 6[ttion 106.43, Uni: rm Dutiding Cpdq Vadmt� d Petmit The issoa0m _ ., �. orgraneng af e permi� or approval of pLo�, tped6pGOOe md compuuupp� �� 4wll na be construcd ro be a penoit fat a �e ppemat of, my vioiatiw o( � , �ny of the provisions of tlus code or of my otMr otdioa�.a of thejurisdictiop, Rmti�s presuming w g�ve auttwrity to viol�te or taoal the provisions ot Utif O . : tOd: or o:hcr ordinanccs o( the jurisdicYion tlull n0t bc valid. The iss��a�ce of a permii 6ased O� PIM4, BpCNfCL40�9 L1A O[hV A�F.t SIIiII � no; Far:at the buildin� eGlcial fmm tAeeafter requiring ILe comcuoo of � M:: i- r�J p:ans, s�nf t� ns anJ o[hv daty or from p¢venting building .�._,� o�;. r:�. :- t :: g camed, en Uqreund.r when m viola�ion of this code orof rTl v._ r... ." ' � :�^-_c. nfllusjunkdmt�on. ' V ' O � � iwn �,.�s: � -� onrE� f� S C�c�r�r� ¢ m a v � , , v* :' , N U w - � li '� Z V I �r RADIUS = 1205 . 15 ' W d � :k. � DEL ? A = 9 '25 ' 18,. _ � „ � � ' ARC = 198 . 27 ' _ , _ _ _ - -� � _ - - � N� o � � TANGENT = 99 . 35 ' - - � � ,•,l„_ w . AM R � AD �i CHORD = 198 . 02 ' _ _ _ _ _ - - - - J _ ; - " . ��, � � � N � � � gEAVER � W ) BRG = N82 '20 � 36 ° E _ _ _ _ - - _ _ _ - - _ _ - w o � � F � 50' R . 0 % _ _ - _ - - - �__ __ � � . � z I _ _ - % �� ' � i � - ' � � w0 � :j % � � � �i UU °� z .I � i � � — �� J� � � ' � � ' � � � n' . 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V�W1 �o4 l ' / w I `� " ,� ! o j • i � � ^ � — -- r.o.w. eieb� -o° r .o.w . eiab� -o• � �`� � � � ; , � I, ',` ` � � ' - B.o.w . 8tea' -o" B.o.w . eie2' -o• � N � �. < : � c� �,` � � G � � °", a 1 1, �i ��E� N�W 51?E CAVERAGE � � � � ;_� � � � ,�' � � .� ,- - — - - � � Reno e rnEes � �-t_ Pi�q 5� FT . _ ,,,� � �n 1A3 . 1 M - - 1 ' 1 : I � , , , , 1 _ � � � � i ! � - �- ' — ; -- — ; DRIVE TO 8E ti ` �" ! ` 1 ' I � _ — � " REMOVED . ` r� � � � � �r� � -- '� ' , �` NEw �ECK asove � 1 P R C E L B ' L � �, ,i � � / �f � . -1 1 r �yg'1 45 0�„E '� 3. 46' � , �� 109 ACRES 1 •. _ g2. 42'�_ - �� corvRicttr i ' , 1 N8�•45' 00� � -- � s NOTE : UNpERSTAIR BOILER ENCLOSURE REQUIRED TO BE srevex �exES AIDEN ' � 'I 13'79- ��'� �- � � � �— � � � I �:� I - HOUR FIRE- RESISTIVE CONSTRUCTION . Aii RICHTS �RLSEAVYD 'I - ", ��• �l — " ;- � ,. �� fj '. � � - � ' I 1� �� Z # -. i . -��16- � - - � J � �•� 'T— 5' '0" m� n000rwr. um rm mus . i � I� EXISTING ' � o: �� O " ' � � ` � „ � I NEW DEGK AND S7AIR5 � - — amwnMr a ennnwor+ac =� 5 N08'15'00" W - 4. 50' � � �� M. � � ppp / � NEATED DRIVE �, �p , cr� , i. � ; 3 - . . / 1 1� Oj - .. au.v�a. u rxe riaun or _,� . NEW BOILER LOGATION I mvw rua. �mo, �.�� , � ^ \ � � � - . � ±� � ` Z ,ummor ec . i.r+o u �wr m es �, � . NEW ROOF OVERNAN6 I mm w �xaa or. rAiu �r - � 1 \ � � .� i � � � _ �.J.��; ' � Stl[ �{I1ilN AOltldlZATidI Ot �E _ 31 .83' - - , _ � ' f �� yg� '45� 0� � i � O � mvsn �.�ru wmaH < < 0 i ' O rx� aorrtucnx .xncc n�oa000e.t 16 ' _ :— — �- - � ,� t ��- r P A R C��— ; ,, � �..� .,� .o��.. �,.�� -.. �( _ � . J � - - -- -- - 1 I m�.o ooxuma+. ro vauer I � �. , iMAi THtlI i60�1! RU4QI A`� � 0. 107 ACRES �� .' � ci D � � � — �— — � mt�aa�nAmal taut woRT � f . f p , 1 � CP � � ` ,u.r v,uunow oa ouoav.wcm � � I � U� � ,� ro r�u �mcr nrou N �� — r � � �- 1 ' � � ��oa�u�a � - ' m �„ � � , � � � � �— r .---J I,� � �' � u� , FWND PIN AND CAP � 51 .70' � I i LS. N0. 18827 � " BOUWALR� t 1 Z S- 1 ... - r' ` -, � � � '�. = -=J� �' i `L ' DM�N DT� ` � ' — � _ - - - - _ _ � _ -� __ _ TN � ` i � � � -� _��- '� o�m AUG� . 27, 2003 �'� 1 j i �-- � - `�,. v EaSEMENI � • uvvroHOwn nmu� i _ -.� �: , � ` ______--� � T � LOT 25 i No :I t — � — _ ` V . 3, 2003 TH � � � __ -- � ' i � � � � ? F, . ? ~ � ; � �� I � �.__- - s , � �„ r-, �� rn � `� �� ' � `', ! � .A �- ' Oi _— � � .� FWND PIN AND CAP _ — LS. N0. 4YY44 :<'_ LOT 22 LOT 21 . ,T �: , ; �, , , � �; ; SITE DEVELOPMENT PLAN �, ,, \� j' SCALE 1 " = 10'-0" � �;�: ; ., . � . - . t . � SD1 ; , : r_ . ` . : . :} : __ . �. _ _ _. .. � _ _ . _ _ _ _ r . _ _ . . _ _ ._ _ __ _ . _ _ _ _ _ __ _ . _ _ . _ _ N F U �I.F'. PL1�lNT SCHEDULE � � tl, RADIUS = 1205 . 1 � ' t SYM. OO�MON NAME SQIENTIFIC NAME SIZE Q,TY. DELTA = 9 '25 ' 18 " _ _ _ _ _ � �, w " � ARC = 198. 27 ' - - _ _ _ _ _ _/ - - - - - � �^ O �� Colorado Bluc Spruce Picca pungens 15 ' -O' ht. 13 / � ? ANGENT = 99 . 35 � ��,.. w � � {�D CHORD = 198 . 02 ' _ _ - - - - - � X ''O � � � O Quaking Aspen Populus tremuloides 2" - 3 "cal . 13 BE AVE p p,M R _ _ _ _ _ - - _ --- - _ _ -- � �! R BRG = N82 °20 ' 36 " E W °� °0 �' � H � Tam Juniper Juniperus sabina tamoriscifotia 5 gal . 13 C 'rj0' R . � • W ' � � ' - ' , - ' � �, o � z '' � _ � � � no °` �� — _ i �_ ' i - - - -- - ., z �� ' / � w . O V Gold Drop Potentilla Potentitla fruticoga farreri 5 gal . 13 _ � - / ' � .r - � � � - / / � ' � � � a d � NOTE : REVEGITATE SITE WITN NATIVE GRASSES AND WILDFLOWERS . MM ae2o ouruNe oF exisrinw — , - - "� r / - - - ' - - - � - - - - - - - � < .. w ; RIAA ELEV. = 8173.2' VEGITATION � �� 10 ��-- - ` - -- - - - -- " � ,~„ > � NOTE : EXISTING VEGETATION ; GRASSES SAGE AND SERVICESERR7 . vERr x� � 8164.1 ' , -- � f0UN0 PIN AND CAP t �I � � LS. N0. 16827 � � 1i INVERT WT � 8184.3' � � � � -'� / � � °' w � NOTE � NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED . �BA9S OF ELEVAilONS) - _ �r .. � � - -�' � � — _ _ _ ` _ i �� PARCEL C � W O tI NOTE � REMOVED TREES TO BE REPLACED 87 NEW 15 ' - 0" 7REE5 � - � ' , � . — ` - - /�� `�` � � ( COMMON PARCEL ) I � W EQUAL 70 THE NEIGNT OF THE TREE REMOVED . � -- _ � _ _ .�� '� / , ` _ _ _ � T.o.w. et�e' -o' � 0.353 ACRES , � . � EX13TING PREM15E ID. (254 � -�'�-- - _- — � � -- — -- - B.O.W. 8174' -0' '� - W �' T.O.W. 8178' -O' - _ . \ \ I i - '� - ' � � 8• ��' ' �� __ - `- — -- _ �� ,, ��-� � / � j H.O.W. 8I76' -O' ` � ; \ t� � '� �'� ��ti� � �� _ � �� . � � -f . �,� � �� '' ' „ � � -'i \\� / . . - . � . \ � 8 I ` yN � �� - ' � r�/ � ` . . � . ' 7 � � - �. � ! . _ '� � _ - � ' " SS I . , __ ,f !� - _ � � � T �� , ' � '. ' "` � � _ `_� 1 _ I �.. \ I \ � � 7/ '� � ' / � \ � �- - ` 8� � - cauM _ i : _- , - --- � , ° I .1 - _ - �� ' ' \ �1 � / � I � y _ 8178' -ON \ � � . \ REr9ovE TREE \\ i � I L 0 I 2 4 _ _ _ - � '` KEY p �,-i 1 \ v\ 1 -� / / �� ` - � � � , , � ` � � I c!, � /. ' \ � !=�\ � �7i � � l F,MOI!E 'rREE N \� _-- -- -, � � �1 , \ . �-_ , ` � __ � � � i ` � Y / l r� - �- � i7 � � ' � � I c � -O \ �- 8 .� .-r ,�� . \ 1 ` � � � NE�V DRI�lE i ` � .. � N , \ '� � ! � � j '� � i 'i �� v � � � GOPIGRETE PAVERS � -' . � iA � . _ , , � , � � � �- _ � I � I� � � - � � � � � . / � � � "`� - , A ' .��. T.O.W . 8154' -i' - _ _ � W W � NEW ENTRY G�.TES / "_��`_,�� i _ , \ O �:, ; , � � — — — — , .� _ � �a.o.w. e,e2' -a � �� ` F" � � � �.� � ' ` � �� —� � � � ` i . `, '' �� I � � � _ �` `� � � �- vr ws�e �+o�e - ' O t ��'�, , r,_ \ � � , . � � �„ _ � ,_ �:. . � � _ Z x —_�i �i w.� �nes — � � � �. � �. � � A � T .O.y� . 8179' -G° , �� 's , � �� '( � ��` - - � � - —z ��aiwuwraea �ws . . � i � i� � � � . � �• �_ .O. W . �8178' -O" � .t � it ' �� ` , : � / \ i � _�� ti- , � T � �--� wt�. r+on t�num roe �+� � I �� —'C'r T�Q.W. 9184 -0 � I � _ ' . \ _ — I F.I..+ /� . � �av sr� n.a: � � � � � i � � �� i � � '� `, � B.01N:-9i8P-Q` 1 � � ` � � F.� � - � � � `� � � � � � '' T.O.W. 8184' _b" ` � ,� ' � �. � '�� , � � — — -�- - �g-,, � ;� � � � � ' e o.W. 8,8�, _0. _ � � " � d O � � ,- ; �. � 1 �� l� ' ena -o" ��a a 84 0„ � ,, �� ,/� � � _ - - - � � 0 � ¢ � ,� � ne� snunwe ar . � \\ ` , � . \ �� — — _ 'i � . --- �g � / ' 1 ` : � - � ' -- I � � � � �/ '� � ' � W � ( : /- _ � - �� `�' � f-`� _ -�� - � \ �y I � � r �r -�� ' � - - " r - - " . _ �� `; . . � , . . . . `, ` Q'� 8 1 � "�7;�� - — _ � ► � _ � �'`� \ � - ��,y1 �{� : � �� — - ��y i'�L- _ _ - - -� � I � � � O�] , I �' U 1 �I �j _ . �" � � � � 1 lr TS�' 1 ' �� o-��.� � � � ^ 1OI�N�1i1s1 11� M4L !! iM'� � � i / � � � _ - �� / � M nws n�cr \ � � / � :'' Sg1 . W O � x \ ! ' _ � � �J �F` I, \ , � .�. . _, - -0 i _ �Y , I � - ,. CJ �3' -�� \ � \ �\ T ;' ' / ` '� _ ' �f I , 8� ' / % ,\ I .� 8�� L SB1 45 _ - _ - - �" W � _ - - — /, , , _ � � I� , r � _ "'� . �--� Q �..� . ' � � � \� � � � ��' � I / � � _\ � �/- - � �� 1 - ' _ ' ' �`�1 __ 1 � i"� , I , , % _ _ _ - �._ � � � �-r d Q : ; � �� ` '- " - - - �i — T , � � x� � �� - - - ��i LOT 20A � �� '� �� , �� `. g � � o i a�aT�� oE�K � � i � ;, _ + �� ,� _ _ J� _ _ _ ,,�"' . � .o.W . e�� -o� � M � � � � � o � � � ' �' o � � � -+- �s� ' _ - - - ' � � , e .o.w. eieo' -o" �/ , \ ', o � I � _ � - r.o.w. eieb�-o� r .o.w. eiee�-o� I � �'I General Lcndscape Notes ,�-, `f � � 1 � �E o o � i �e.o.w. eiaa�-o� a.o.w. eAGE�M � F-- N ' ,�, � � ol � l � 51TE CAVER i Trees and shrubs shaU be pianted in pits I I /2 times the size of �� , i ' � 1 °', � 0 1 �R�ppSEt� NEW � " _- � i the plmt rootball and backfilled with a combination of topsoil , � ' " t r �; '� �� R E T�5 ,` +-- 14� q -`'�'� • FT • - - well rotted manure md compost . All treee shall have a well a � � � . i ; � 1 _ - -- - � � 1 - - _ - , � � �I m i n i m u m o f 4" d e e p, c o m p a r a b l e i n s i z e t o t h e d r i p l i n e o f t h e �` �.�-. r�";.�� - �teive ro � i I � �i, tree . All deciduous trees shaU be staked with b ' steel " T" ' �` ~ ,�— t R�� ►^ � � '� - �� 1;�" �;, ,� ; ; < po�t9 md guyed with stl4 gauge gaivanized wire and I i /2 x 18 � �: � �� 1 NEW DEGIC ABDYE i 1 P RCEL B � - nylon tru strops . After i�etallation a11 newty planted trees �� -r ; r,� �`� , � � 1 '� � - r� � OpPYAIGNT � , `{ �yg� '45' � � 3 46 t � 109 ACRES ' "E ` 5� -� � NOTE : UNDERSTAIR BOILER ENGLOSURE REQUIRED TO SE S7YVEN JAMEf unaN shal ! be rootfed with a liqyid root growth stimulator containing ' ,, •. , g_ �� ' � 45' D�r - -� � �,r _ aj �8 _ ` , � � _Ng � � I - NOUR FIRE- RESISTIVE GONSTRUGTION . �ii IUGf(TE �RI ERV D • vitanin B- 2 as well as a slow release fertilizer . � � ; -� � - �# , ; � -T- ' •/� � �a - '�� — - �. _ � �"" 6' -°" � ��.. �° � j A� � shrub beds 5�'1�� 7G liY1CG� WItf1 WCCC� p/'CYCflttOrl 1'T'1Qt prior t.0 - . . . _ / \ �%ISTING ap 1 . .� . , � _ . - _ _ _ 7 � �0' i, , � -- S • I NEW DEGK AND STAIRS � a +�� ,: , � HEATED DRIVE , �1v! -, ; r NOS'15'00"W - 4. 50' �` being topdressed . Ail tree wells �d shrub beds shail be � 1 a! o �V� n � �TM � / `� � NEW BOILER LOGATION I ��'�" � �� .� 1 topdressed with a minimum of 3 " of bark mulch . _ � , - - � . �� G . � � � A � � •� —� � � � � !i '� � NEW ROOF OVERFIANG I o� o� �xau oa eaar m�ovr � . . / . _ -� - - - __ . \ ��^` .._ _ _._.1-___; , �p m �a+r� Aarxwu��non a 1 . . — � � , � +nvw �,uw ama � �� I � � — : � Nerbaceous pla�ting beds shall be topsoil , tilled to a depth of _ -- - � N81 45 0 E - 31�� 4 - - -- �1 °a � �� , 6 and be rock free . A mixture of campost and well rotted manure � � �% � PARC�� „�,,, ,,,� „n,,,t Q,.,,,p should be tilled into the pla�ting beds ( i cubic ya^d compost / y �, 1 ---- � . � I � ��T°� j y 0.107 ACRES � :I per 350 s . f . , one cubic yard manure per 250 s . f . ) . All / � � ? � � ; �,, � -,-- � � *«� �� ^ � � . � � ,m �...�. ,�,, ...o.� �I h�baccous planting beds shali be topdressed with 1 /2" black i , � � 1 � i 'y �, � _. � Golorado humus peat . . � , �' � 1 -� _ _ _ _ - - _ ' ,�_ _ , r�� -- - - -- - ��..�n ,il� All disturbed cK'Cas designated On the Landscape Plan to rCGCive 80UDLER_� - 1 �� , 1 � - -- � S � - - _ � � � - � �� J �,°� 5� ,�0' FOUND PIN AND CAP 'I `" � � �.S. N0. t6827 nu�n m TH �'i ' � � � i0 �MALL � � � � ��'_ �n native rass treatment ofthe recommended seed mix md shall be ? - � r '- � g i \ 1 �- ' � � � � - � � �_:.=-='` o.n AUG . 27, 2003 }' revegetated by sowing the seed mixture at a rate of 1 /4 pounds � � 1 � i � __ �-'�- �,- . ..,�,� w�,. �.�. �, � � � � �1 '1 —` - � __ 11, -Y c qsf ME I NOV . 3, 2003 TN �' per linear 9qyare acre . ' - - - � � L � T 25 - � - - - - � � � � � - � _ � � � �� II One application of 18- 46 -0 fertilizer shall be broadcast prior to �, 4 - . - � --_°"� �,:� ° ° � `�' 0 ��" `"��'' i seeding at the rate of 7 tbs . /1000 s . f . All revegitated areas shail °1 � -- � - � � � i be muiched with 2 - 3 " of weed free hay or straw . AII mulched area °�'. � — � ; sholl be treated with an approved organic tackifier at the rate of !; 120 ibs . /acre . d; - � FOUND PIN AND CAP \ rosre, d� wrw - - _ i Aii newly planted �hrubs and trees shall recieve drip irrieation__ _- - �s. No. �4 � '�"� `''0OD °i � I.D I,.D6hT. STEEL \ �! All sod areas ahall receive spray irrigation with 100% overlap . This ', �' o•�• ��'+�J system shail be automaLic . Sprinkler system to be Design fiuild . F�" W�F�;,��-- -_ __ �- OT 22 I � sra�+cn+ no �ns. - - �� _ �' Sefore my site excavation aiy existing plant materials shall be �'";o°tT °�RAN6 -�"__�� p� � � � excavated and b ed for ro r root otection and stored with L � T 2 � �' °�g p '� � 1 "'� "�"'� � "'� - - ` � ' LANDSCAPE DEVELOPMENT PLAN '�' v nr�u �n�x., topsoils where indicated on pians . ,,.. �u,,� N„e� �,,,N.� - '�� ' i 9TAr125 (FQt Y'IOOG i :' � Treee to be moved , shall be over dug to the extent of the drip edge 1 � Pce� ��v�- b �, SCALE 1 " = l0'-0" t' and immediately pla�ted as described above and watered during w,r� 'cr� srm r�osr,� - - - � ` s m �i construction . Should the transptanting fail , a replacement shali be � � �i installed of eqyal size or multiple planting to obtain eqyal size of L 1 the existing ( failed ) tree . Exosiori FENCE DETAIL .. , . . . , , _ _ _. ., . _ .�. _ . _ ,. __ . . _ . �° - - E � - ._ � � ,� - .. � ._ � . � ' ko- o �m. ? -- - - � - � - - ._-� - �..�.�.-_ . . �...iG._yY.. . . . . . i � . - � . - ._� � . _ _ ". "" _ - .- . ' � . . . . _ _ . � _-�: ." ' _ • "- " _ _ ' _ _ ' " . . . . ' _ a:'" _ '" " . _ . "" _ " ' " _ _ . . _ , ��" J� � Y•'3 � :Sv ,.-.� , � -_ _.. ' " __ t _ ' __ . _ . i _ . _ . . _ . . . _ _ . . . _ � - ' � " _ _ _ . _ '- . _ _ _ � "_ . _ ." " _ . � _ - . . _ . .� . . - _" ' " " � . . . " _ _ ' _ _ _ " _ "' . _ ' _ _ _ " "'. ' __ ' . . _ _`_ _ - _.. _ _ _" — . . _ . " ' _ ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � : ! � ,- i � c�j i i W - F «. � z x � � - - �-- - - - - - - - - - � < , � ao \ w I � �" O N ap t'��.+ W � N ��" � c� X .. �^ E� I W Ome � m U �1 I � Wo �' z � UV °i z � I u. _ 0 � � �+ ,� h U L/ I _ _ _ _ z < q W �V s f"IEGHANIGAL VENTILATION REQUIRED � � O � < COMPLY TO 97 UBG . SEC . 1203 . 3 � � i ° w W O O • WINDOW APPROVED FOR Ef'IERGENG7 ESCAPE AND RESCUE � I � W ' ' GOMPLY TO q7 UBG . SEG . 310 . 4 i � � � w ( S � 51"10KE DEGTOR REQUIRED / UNIT A OUTLINE � � !/ NOTE DRYEi2 EXAUST REQUIRED TO BE RUN TO BUILDING EXTERIOR AND GOMPLY TO q7 UBC . SEC . 310 .q . ! . � _ I TERMINATE AT LEAST 3 ' -O" FiZOP'I OPENING BAGK INTO BUILDING -- - - - - - - - - - — — GOMPLY TO q7 UMC . � - - - - _ — — — � I I, , � � � SATN stl O I - - -- - - - — - - � % v LAUNDRY I —� ; _ I I r- NOT . MEGHANICAL VENTILATION REQUiREC � --- , .. , � ,_. ^� � ; � = _ ;� �: � � : Y, , , v ,_�, � = � ✓ _ � � ; -, � J I BROOM � � COMPLY TO 97 UBC . SEG . 1203 . 3 � GOMPLY TO 97 UBG . SEG . 1C0 � 3 . ? � � � MINIMUM 15 CFM PER MINUTE PER � � � I"IEDIA ROOM � OGGUPAN7 OF OUTSIDE AIR REQU � RED . / � � � � � NOTE � RISE # RUN OF STAIRS SNAL � �� C ' C� � MPLY TO 97 UBG . SEC . 1003 � 3 6 I'� , II �— REMOV }�rCW � IV � NEW DOOR 3 ' -0" x 6 ' - Sn I '[��^� y{� � -t � (� � -.� z oC NOTE : MOVE STEEL i� EADER UP ( �"" - ` -n ��- 1 ,� ,,.�. � MEGH . �I I FLUSH WITN FLOOR AB� / = IJL �.( S I-UIG S � � ""' , ( Q x �P o MUD ROOM REMOVE DOOR AND 'f� A � � � S j��l/��' ►-a d Q � I � �, - ,, � � , � � � REMOVE WAL � �� O Q' � Q "_ � � BATH tt3 ( � - - - -� � ' � � a � �_ o - V I � � � � � (� � � � O j �' w � BATN � O� BED st3 ,- - _ - � ^\\ �'" BED #2 S ) I �° � � GEILING BREAK � x Q O )1 '� C DN � NEW WALL - � � NEW WINDOW �,,,� O W � NOTE � SAFET7 GLAZING REQUIRED � � �� - 6 ' - 0" x 6 ' - 0" ,7 � � LOWER LEVEL 8189 -0 , � r„� O � GOMPLY TO 97 UBC . SEC . 2406 __ I I i , ��. �^ � � Q Q � � I I NOTE : NANDRAIL/GUARDRAIL REQUIREC h�+-I h W� ' — O O O UP GOh1PL7 TO 97 UHC . SEG . 1003 . 33 . 6 �'' N � -- — c, � NOTE � RISE # RUN OF STAIRS SHALL f� � N UP � i , d 81�� _pn �� / _ _ _ Up COt'1PLY TO �I7 UBC . SEC . Ipa3 . 3 . 3 . o� O I- - - � ! r..� — � � siab � -o„ � e,a6 � -o" � ` � - - SPA (GRANDEE ENTRY � ,II . MODEL G ) NEW 9TAIRS � �� L _ - - - - - - - - - - - - - -► i - � / � NEW DOOR 2 ' -6 " x 6 ' - 8" � � ' I DN DN � 8193 ' - 4 11 /16 ° 20 MIN . RATED SELF GLOSING � �, II � oorYwcxr 8TlVHN JALLS RIDEN - 97 USC . SEC . 902 . 4 EXC . t�4 A. 1• A. AACHITECf P.C. � " � \ — 1 — �__ ALL R(CHTb RFSFAVED _ - � _—_ I n� ooaonrr. �m tm mw 8184' -6" / / � w�iRm�m�r�a.u�w�«u�i FLOOR OUTLINE ASOVE � � � ' / !/ �� *� ^�T* « NEW WINDOWS ""'n' """ "°'" ~ '•� 2 " SLOPED STONE GAP �O'' E SAFETY G �.AZINCs REQUIRED REMOVE GARAGE DOORS � p � i� uoamor aa , u�e u �wr m n 5 -0 x 4 -0 0� w ..o�. wi .�ar �vamr GOr'IPLY TO �17 UBG . SEG . 240(0 *� •� •��*� a+ SANDSTONE ON �-IEATED PRIVACY FEhICE , p � � � SLAH ON GRADE . � 8189 -0 � EXISTING GARAGE LEVEL 8186' -0" P'IATCH SIDING AND � � � �T noaor .um aan� �mm�o BOULDEiZ RETAINING WALL RAILING ASOVE NOTE : GARAGE / DWELL � NG SEPARATIDN REQUIRED � I euo aa�nao m vs.vr nuz nwu �eo.r+ e.anacc COMPLY TO q7 UBC . SEC . 302 . 4 EXC . �4 � ' �� *� �� NEW STAIRS NOTE : SARRIER REQUIRED ( LISTED So. � = T ; COVER ) ►^�ROUGNT IRON RAILING - � � � �� NEW GARACaE LEVEL 817q' -O" i '° *" �"'"'°"`�°�' ..��. COMPLY TO 97 UBC . SEC . 421 ' �% - SLAB ON CaRADE � 2 " SLOPED STONE GAP �� •r TN "- NEW 6ARAGE DOOi25 w*c AUG . 27, 2003 WROUGNT IRON RAILING • uw� an u�m.0 EXISTING G . R . F . A. (PER TOV REGORDS 4 - 30-q1 ) � 3406 5Q. F7 . � NOV . 3, 2003 TN ' ALLOFQABLE G . R . F . A . ( PER TOV REGORDS 4- 30-91 ) � 3510J SO . FT . SALANGE AVAILABLE � 104 . 7 SO . FT . � � � I � LOWER LEVEL PROP05ED G . R . F . A . � 1767 5O. F7 . 1� � � - K ` �"'� '� t �'� ' `� ��",,� UPPER LEVEL PROPOSED G . R . F . A . • 184q SQ. FT . NEW STAIRS � - n o f I� � �,` � � �' �� I �l � � �� ,Q C / � OPEN TO BELOW � 1�8 5Q. F T . 8184 ' - 0 ° i F- , � �i � ►"" ' "- " " - - � � � � V jSF' l � �! U TOTAL PROPOSEp G . R . F . A . � 3508 5Q. FT . � II � - STONE VENEER ; � EXISTING SITE COVERAGE (PER TOV 4-30-91 ) � 4420 8O. FT . _ NEw PLANTWG ARE � ALLOWABLE SITE COVERAGE ( PER TOV 4 - 30- 9t ) � 4�151 5Q. FT . SITE COVERAGE ADDED � 143 .9 SQ. FT . SITE COVERAGE PROPOSED � 4563 .9 SQ. FT . � NOT : NANDRA. IL/GUARDRAIL REQUIRED - GOMPLY 70 97 USG . SEG . 1003 . 3 3 6 � JP i ;' NOTE RISE 8 RUN OF 57AIR9 SHALL � � g„q_ o„ " LOWER LEVEL FLOOR PLAN GOMPLY TO 97 UBG . SEG . 1003 . 3 . 3 . 6 --' � 1 � SCALE ] /4" = l '-0" � \ / - - - - - - - - - - - - - — - � � yy� �I' � V �{ � W I �' � z x ' I � w � � , � � - - -- - Q � w � � � o N � IC/) �{ ^ �+ �„� � � � O ao d� F � � m • °' z � o �' -• �. UUO` � f� � ., ,. w . o � � � � z ° = " " � �� L ��_ �, � � _ - - _, �� 5� � .. W � ��'�` � ° � < � �� /, Q � � � � � �, i ' w o NOTE � GUARDRAIL REQUIRED I � � 1�� C�� COh'iPLY TO q7 UBC . SEC _ 50q � DD6035S FISNER�PAYKEL DISNDRAWERS ( `� � � I 36i VIKIN� RANGE `--- UNIT A OUTLINE ' r ; f I OTE: HOOD SYSTEr'I REQUIRED I _ - _ � o Q GOMPLY TO Q ? UI"IC _ SEC _ 907 2 ' REMOVE WINDOWS � � REMOVE wALLS AND DOORS —� � HEATED SAND STONE i ; � - SLOPE TO SCUPPER i _ J � i - - - - � � � i-� � �� - fiw KITGFiEN � , � DEGK � '� �, DINING n � �/ � REMOVE WINDOW � � i � (TILE) �!� I� �` ? C, ,�` � w p - DN NOTE= SAFETY GLAZINU REQUIRED i (w��) �,: �,�ppp � i �V - \�. -'- "�' �; :`� � °:. C� E-' " � � NEW MASTER CLOSET Q z COMPLY TO 97 UBC . SEC . 2406 v�_ � I - � NEW MASTER BATH (vERi�r c�os� SYSrEn ) III ►-� � =1 / I � i ° r (TILE) �� NOTE : GUARDRAIL REQUIRED � � ] � � ' � GOMPLY TO 97 UBG . SEG . 509 ��'� ' '� - - - -- - � Q Q � - - - , — _ � - - – -- - r-- _ �: w -- - -- - - - - - - - - - - - - - - -� � � � � � � ¢ o � I � J REf1OVE DOORS - - TILE) � _ _ I= �-- _ �.� = O � O [� � I ' I REF . �' ' ��, VERIFY STRUCTURAL COLUMN WDER NEW WALLS AND DO�ORS % � � � � � i � FZR • � /' NEW DECK � � ,� \ NEATED SANDSTONE � � �Q O ` U MASTER SED SLOPE TO SGUPPER Q � � ' : (w000) ' ►`L' C,) � � � U � � � DECK I 48" SUB-ZERO (� � KFW DOORS NOTE : SAFETY GLAZING REQUIRED � � W a UPPER LEVEL 8197' -q 3/8" - 6' -0" x 8' -0" � ,-.� '� `� LIVING � REMOVE WALLS COMPL7 TO �l7 UBC . SEC . 240(0 � Q' NEW STAIRS (�� W � M � DN N � ' � ��.,� ' _ — _ — — — — _ � (�7 - - - - - � � � i� , � FP � � � � + -�G��- � � � OPEN TO BELOW _ REMOVE WINDOWS � �' NEW DOORS — I I = ° = = ° = = = _ _ __ — NEW LANDING , � � oorraicx�r STEVEN JAL65 RIDEN EMOVE WINDOWS NOTE : GUARDRAIL REQUIRED A. 1. A. ARCHITFCT ec. ALL AI6HT3 RfiSERVED — ran uoawunr. Nm � mw — GOMPLY TO 97 UBG . SEC . 509 ,,,� ,.,� ,��,o,, k N, , I �.,��.� a. ..��.., iuv�a, u rw rwnan a ti[riM uras tmm n. � �. M.Ofl(1lOf 6G , AND N /fOf 10 Y �- -___ _ _ � ' I EXISTING DEGK „m a �, ,� ,�,�, �„o„T \ (HEATED FLAGSTONE) I ROO� OUTLINE �a �++n+ � � « . I I GARAGE OUTLINE BELOW 1R� OpiOAC10A iW1 tEGFDOO1ftT pMOf �MD �911Y[Y lRtlT010 E : N W AS BURNING FIREPLAGE � �� COMPLY 70 97 UBG . CFIAPTER 31 O � MEGHANIGAL VENTILAtIDN REQUIRED I ,,,,,T ,,,a,, ,B,.,, ,,� / GOMPLY TO 97 UBG . SEG . 1203 .3 ��„�„��w�.u,� .�xi vuusnar+t w euwvanc�o . - I n ru ew�nm �oa[ EO • WINDOW APPROVED FOR EMERGENCY ESCAPE AND RESGUE i �a CAMPLY TO 97 UBC . SEC . 310 .4 �, ; �...� .T TN I O I \ a+*p AUG . 27, 2003 -- I 5 � SMOKE DEGTOR REQUIRED I i \ I • �iVOq1 D�f[ pQ21LL GOMPLY TO °I7 UBC . SEC . 310 , 9 . 1 . 2 I 1 NOV . 3, 2003 TN �i � ; � - - - - - - - - - - - i �� `' � F�� J� ►� �` � _ � � ' ' � UPPER LEVEL FL�OR PLAN � � SCALE li4" = 1 '-0" . ; , A2 _ .;, , : � �- -, - = _ _ . _ _ � . . - - � - - - _ .. - _ - -- . . . . .. ... . . . . : . _ � . ; . � _, � - -- �e�� .-.,�. . ,,.. � ,:�. -� I - NEW ROOF ( PARAPET CAP) � I F' � U w - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � z x N � W U r � ' � < .•r °0 w EXISTING ROOF i i i � <^ O N yp � c+��,.. W I, _ _ _ _ _ — — _ _ _ �O N ..� �'. cP1 i< ., � F ' _ � W O �o .r F, I I I J .�+ oo q y I j. N `G m O +, 2 ' UNIT A OUTLINE ^ � � � � � 0. Q °'� w . � i � � U w � h � ; I � O ' � 0. z ~ ' q � � �' `"' " jl a ,� � o < � r � Q EXISTIN�., ROOF DEGK g ` w � - - - - -- - - - - - - - . . - - - a a r�a o � _ — — � : � 2 � � � � � � g z oa i a �j w I i 3 X ` � W � � I Z \ � � EXISTING PARAPET F200F i I 5' - tOxe° I r � -� � - - - � � - - - - - _ - - . - - - - - - � �� L J � � EXISTING SGUPPERS i � E" 3' -O" I I ( TO REMAIN ) i � � f __ _ _�,_ EXISTING ROOF � '-' + I I L_ - - - - - - - - - - - - - - - - - r � --�- - ---J � - - - - - - - w � � I NEW RDOF I _ . . � a, i � � � I � m � z � � I - � OVEf2FLOW DRA� � LJ � �l r-� � j. I I r , ROOF DRAINS �.L� 5 Q ,-�-, �� I x a Q � � O� � EXISTING PARAPET ROOF Q L NEW ROOF (PARAPET GAP ) O ~ � O ! , _ , ] EXISTING HUILDING OUTLINE � � a'' � � I _ i w - - w � �' Q ! � C � � N E : NEW ROOF DRAINS TO TIE iN70 � � Q O � I ' I 7 . 12 EXISTING ROOF DRAIN SYSTEM . U p,�/ U � I N f ' r -- - - - NEW ROOF I - GOr'1 !'L " TC Q, UBC. SEC i506 . 2 J � O > �,,,� � 1Ox10 ROOF SRAGES � _ -; ' / / r FLAT W/ PARAPET ~ I , I = � � W � `I � � � k ,�, � 3 ' _O° EXISTING ROOF �i � ' - 5 - i�(c � ��'� ,, I �� N � �� ,� � � �� I 3 ' -O° E.+ N � . � - - - '� i NEW DORMERS � � 8xe RGOF BR�,CES Q I � ,� � � I MOVE EXISTING GNIMNEY ' � - - ' - - _ I � � — a, i �- — � � � � cv o I � � � ,— -- -� ` 3� _p�� • � � i � r i � �� m � — � — ' "� I � � - - � NEW ROOF U U � j �' I I 7 : � 2 7 : �2 I I� ' -b" � —(e 7 : � 2 7: � 2 @ sC0lYUGHTLEb AlDEN I I i M [. A. ARCHffECT ►0. � E � i E— � l— . — . C . — . I I C� � , I I � . — . � ��_b° I I ALL RICHTS 0.ESflAVED � — � — — Tau ooauim'r. ,uo � �ow YL � ,' �� : �� / : �n I RND WiiOl4 MRiOl. u AM ' - ` m.n.amrr a �wwwaei.0 _ p .I ! E— —� mva �nru r.ronunan or � ' � — — — — — — � I u.o�arsm �a . .vro u wr To u (() � � Wm DI �IfOt[ OR IARi �I�OI iLL{ �RRT{M A9THORIIAipX W I II R[VY1 JAIW Rm1t1 i0 ooMliAQlol �B�Il T9a�0001LLT �, OWlQf IJ� WRV�If �iYTOlO ' EXISTING DECK � �t*� *� �n I n�t reou �po►N unam �o�c a+ nu uu�u�w. J I � i� oouiaAa�oR �NAIt �OOa! 10x10 ROOF BRACES i j ro��o.� ' �e� , � ww�x ar. T4-I , f --4' -b" � � , o.*a AUG . 27, 2003 I • uvuro� oxn mmu I NOV . 3, 2003 TN � _ � � N � _ � r � � QI j I � � � , � ! � :I ' EXISTiNG ROOF EXISTING GARAGE OUTLINE k� � �. RooF PLAN ,. _ , .. A3 SCA1,E 1 /4 — l -0 �j s � _ � N F"' U . w F z x w � Q < � � w � � o N � �� N ' N Yi .. -� F W Oaot M � �' • °' z , w o + ., tUUa z T— � °4 - 0 � i NEW 2x WOOD TRIM ( TYPICAL) `' .-� n V z � < �' w � i W �, > � II I I i ; W a / O ' I E"� aG I i i � 2 - � W ' � � 12 I ' I !� ' ', � I � , � I � ��' � � � 7 �� i I � � � ' � '� i i �e, \ i �e! , I , - � � � � � � � � � - _ , ; I � � � - __ - i ! I � I - i � , - - i � -- � - i � - � - - - � �� - - - - - i -- - I - _ - - i V - - — -- , � � � � - - - I UPPER LEVEL UNIT A � - - - - - -- - \ / \ / --- ' - - - -- - - - -_ . - - ,-_ _ - - � - 1 - r - - _ __ �I - - - - - - �- - li - - - - - - ' - - - - --T--�rr--��— -�. .�— I (�f� + � - - � - - - . _ . - - ^ UPPER LEVEL 6197' -9 3/8N I — - — - - - - - - - - - - -- - - - - - - - +- � - - i � - - - - - _ - _ - -_ - - - __ — -- � -� - - - - - - - - - - - � � ; ; L�l �i � � ' � i - — — _- - - - - — i _� � , - _ : . � � � !-- ! � � ' I I - -_ _ _ - � - - � � Q � � --, i =— - i - p..� '"� � OC LJ ' � T � �' � \ \ / I'1AIN LEVEL UNIT A � � � - - Fii � - � � � _ ___ � � x 1 L r � f ' r Q � Q LOWER LEVEL 8189' -0" �_ _ _ _ EXISTING UNIT ` A i O d O Q I Y ��=: �-< _ r�'� _ � _ � -- - — 5 ' �-�y — - � � SPA LEVEL 8186 ' -O" ^�F?'� �= , I ;� -, . ~"�' - � -- - �-+ � G: � � �-� � � _ - w � Q 0 � FINISNED GRADE - � � Q O � PRIVAG7 FENGE SPA ACGE59 � Y - - — � O w ''� WROUGNT IRON RAILING Y ' , NORTH ELEVATION VERIFI' ST7LE �l NEW GARACsE LEVEL 8179' -O",� � � ¢ � `� . SC 1Lt_ ; 16 �� , � �,� NOTE � MATGN EXISTING MATERIALS w rrj � > �I �k � 1' � N � � * a � � lq %� ,� 12 ' � �' � � - � � � � / _ - -- - - � \\\\ � —I_ � __ _ — ---- OCO►YRIGH7 I. - - - STZVYN JAMBS 0.IDEN � 12 � i ' �i I � i I I � - e. i. r. excx�TCCr � a � • ALL RICHTS RtSLAVED � I � � � I � I � I umo u�'�a�. m �m'e` I 111 anwooert d r��aui I � - - — - smaN .rwe+ uow wi�. 1 I I �� - -_ -- - Ylamat aa . um u wr fo M ' I I _ ^, 1 ' ;—� __ _ u� O1 Aol1 oR t/LL1 �IiY00f I � 1 I I _ _ __ iY �RlRY A97YO�b�1fOM 0� j J ❑ —_ . _ -y mvc� +�ru �mp � �. � � I I I I I I " _ _ ' *IR oMILACI'Ol YNiI if0�oomT ] � I � I . I __ - -_ _ _ IMVtaf Apo fA.Vfr QbIiNO J n6Y OOIORI00 i0 VWR' � i �� ' ' nux rnan �wn� unaat _ - '+ - - - - i ,- - UPPER LEVEL UNIT A,� .,�c ,,, ,,,. w,w.wo. � w { -- . � -- - - iaa aameeraR +w�u uroat 'i I'2 - -- -- - - un vswunar w woaurom � - - --- - - - -- - -- - --- -- - - - - - - - - - - UPPER LEVEL 81q7' -q 3/8" � � i � _ I _ � - - - -- - - - -- -- - _ - �� - - - - - - _ - - - - - — - - - -- -- - - � I - - - - - - - - -- --- ---- ; o.►.,� �r TH i I I - �.�. AUG . 27, 2003 I � � I . �maw� wn wmu � � _____-_ __ _ _ MAIN LEVEL UNIT A ,� � NOV . 3, 2003 TN ' _ � -- -- - — �q � . - ' - - - - - - - - -- - �, LOWER LEVEL 6189' -0' _ _ _ _ _ _ GARAGE LEVEL UNIT A,� EXISTING UNIT A ;� . - - �� WEST ELEVATION ' �'�..'. . � � � � �� - � . � 1:�_ . �\� � �� .. � �� I � � I��N i NEW GARAGE LEVEL 8179' -0" ' r � I FINISHED GRADE A4 i� _ .� _ .. ,. _ _.: _ . _ _ ._ _ _ N V � w - � Y��1 Z I V L� I d Q c ' � W � O�i � � N ,p f��N a t/� ?C � ^ F W O ao �F F � � • °' z w o � --� tUVP z � .. .. r" .O < — dati V � < r' w � H ' � � I i '�, � . � I I i � � � W 4 � I � fPJ W � I �I � i � � � I � ' � I � I� � I � I '� I - ' � I I � � -. -- ---- -- - --- r - _ _ _ - -- � _ __ __-- — - _ -- _-_-- -_ ____- _ - - -= -- N = _- - - _-__ - _ -- _ - _ _ - - i � _ � � % � : _ _ - -- - - -- _ -_ - - - -- -- - - - - - - i � � � I � � � � - _ - - - - - - --- - - - - - - -- _ � I UPPER �EVEL UNIT A ! � _- --_- - _ : - -_ -- _ _ . - -_- _ - - - - _ , . , . a � � � � V � � � � A�li � � � � � � � P05T OF � ICE BOX 2 8 � �O � 3 3 � V ,t� IL , , COo 81 6 � 8 ° � Q97O � 9494121 '° . . . � �� • J ` � � � 1�1[ IE �[ ]� �E ]E�. O1F �41V� IE �. � C �41�T g 1�T S �' � T' �J �' � O1F A IE�. 0 ]HI � �' ]E C �' S �' � � � � ~ � � z � r� � Q �� > > . � � > � Q w M � � N _ �� .� � � � � > TABLL OF CONTENTS AUGUST 27 , 2003 3 � ? � !` � � ( REVISION ) NOVEMBER 3 , 2003 � � � SD 1 SITE DL �� ELOPMENT PLAi�1 ( CHANGES ) FEBRUARY 2 , 2004 � L 1 LANDSCAPE DEVELOPMEN 'T PLAN J Al LOWF, R LEVEL FLOOR PLAN �� A2 UI' PER LEVEL �� LOOR YLAN � '�! A3 ROOF PLAN � ` =- `Y' W N A4 NORTH / WEST ELEVATIONS � � AS SOUTH / EAST ELEVATIONS AppRp�,l� Community � Depa�me(�t ;� Building Safety & Insp� SeN'� T0j1N OF YAIL � d �,� TM� ,� �t,n 1a6.�4 a �n,: rm ��, �s�'o°°my h�� of of 6*0^�"g (1^it or � RP�" Jy IO �C � �IN�,t6 O� � 1 �pa11 na be consw� wdt �e Pr°visw � NY of J�e Drov�sions of ttu+ � W Y1D1� a CO� �yp Oat be Y� o� SA9II � resumin8 to give wtho^d ,� fW� � � �o�dc or oiher oAimnas of thc 1�� 9�u�in6 �16 w�0 0 'me issuance ot � P��t Osud from U�+� oi [mm Pttvent�tdia w� pTVCr.t lhe build�n8 oR�cu1 � � lans. Nuif�Wloas md ocher dam. violauon of tttis prc:si� �:_d P � 0t1 IIICRW1CCt WI�LO 10 s tar.,�, - { � pPC:c:'.C'. �IflxdiQion. NY f l::- :' G:'.:.:J�C 5 OI IIUS ) n` /( �— pp7E: INIT 1AL5 � /� N �"� U m F .. Z x w � < RAD � '.JS = 1205 . 15 ' � �o w DELTA = 9 '25 18 " T.O.W. 8169'-0' 4'-0" CONGRETE PAN �^ O B.O.W. 8168'-O' IB' GMP � � - � N °O ARC = 198 . 27 ' � �� _ - - - - - -- -- _' r,t,,., w ' � TANGENT = 99 . 35 ' 8169 -0 _ _ = � x � ^ �� T.O.W . 8171 ' -0' � � -� B.O.W. 8168'O' � ry F RpAD CHORD = 198 . 07_ ' a.o.w. airee�_o" � ` � �- S", 66 W � aDO, y gE p,VER � AM BRG = N82 '20 ' 36 ° F_ — _ _ ` -- _ -- ". — . p� R . O . w � ) _ r — — - — � Wo � z � U V ( 5 � _ — — _ W , _ -_� � � _ ., z ''�� l � -' T.O.W. 8169' -6" � "' . O � j , . �/`� !/ ; ' B.O.W. 8166' -0' r �" •ah � � � � � / � . _ -� �-� V�' f — - -- - - F-� O < .q. W � � � ' i � � - - -_ . F � MH 0920 OUTLiNE OF EXI5TIN6 — . \ J � � � � / / _ _ - . . .- - - - - - - - Q� � ' � --- - - - - - - O I � � < RIM QEV. = 8173.2' VEGITATION �� 1O � � � - --- - - - - NVERT IN � 8184J ' � � � - T.O.W. 8172 =6� � a INVERT OUT - 8t64.3' � � � � � � _ � B.O.W . 8170 0 FWND PIN AND CAP 4„ .O.W. 8174 4 0 -0° I L5. N0. 18827 L�2 O �(BASIS OF ELEVAT10N5) ! _ _ ! � � � � � i � � ' - — _ _ �W . 8172' -0" — ,�/ � � � � � _ _ _ _ — �,O`� cn W � � — � � � � l ^ - � - ` dtT �_ � --- � ` � w EXISTIN4 PREMiSE ID. (254 �\ � - - -- — — — -- — -- DE � � �- - � 78' CM � ��;�� _ -- - — — — -- - T.O.W . 8177' -0' ! / ` — — - _ qx G� - \ I - � \ .- �f�I �� `� �' I B.O.W. 8176' -0' � � , �-� 8172 � -0° � I ' � � � � � � \� �� ,,, �,�,� f'� y, — — A� � - - — _ � � � � � . � i -<- _ �-� ' _ � �, , � � , /y , T.O.W . 8176'-0'� af4 G� 8174� -� `\ / � � �3�C � � 1-� — `� ' l �* - -�'` � _ ' � B.O.W. 8174'-0 �, , \ i 817� � I _ _ r � �-' � � , � `\_ a-+ � � / , �I - _ �� \'� � �� ,, � , - / � � - " ' �� cauN -- � - / ' � .. /� \ 8176 ' -0" \ � I — �, � � �" � ; �t � , � /; � �� ,, � � ' � LOT 24 , - ` � . � ,, � E��E rR� P A R CE L C � � � � �� \ � `r.o.w . eir�� -o• � _ ,; y � , .. � � � - - - - syzb� -e" �� — � � ( COMMON PARCEL ) � � - � a.o.w. ei�e' -o � � � 8177 -0 NEw �aive � � � \ -- ' 1 � � GONCRETE PAVERS � =� / -'y � � � � _ CT � y � ', � \ � ,-. � - � i Y � - `.3'S3 ACRES I � w �Q V � � �� aisrirw � ' � i � � _ � � '' ' ' � � � � �:�� - _ � � (� E""� , � � NEATED DRI�'E j '� ' � � � / � �� ` ~- �-.� � � � � — - � - \ �*; � . � � A _ , A � � �- � — i � � , I � � T.O.W . 8178� _Q. -� � % \ 8177� �� ' ' � � , �� . . \ � � � � \ , � � � � B.O_w. em' -o � 2 � � � � _ � i � � , , �' . � .-� � I, � \\ I � � V ! �A1 � e.o w� �!T'-o" � ' ' � � � � \� � ' �` � � � } o � � op � � �� . � �` � � �- — — __ . x , �� — -T � �� y � r�.w. erea� _o. , , � �% %� , V � ' � — � - , � � 0 � � � � '� ''� � � _}� �?� � � � F� B.O.1N-9181 '� �:, /i;- � -�- � � �c, � � � � � ��'�` ' — - � �° � � �' _ 0 ? � - - � � ' " � � - ' 1\ , � � _ — � d � � � , , 11 � 1 , � � � � y - - p��,, o„ '�,, , �-Y ,- --� - 5 �/ �� NEW `�y��,,�,,,!��ELT� 'A � u _ � y 1g4 � � ' � � ' r \�\ '// F-1 5 li. . � � I 801LER 9}�IE� i'� � a177 '� _ - -_- �` � -�18 .'�� "� � �� , i � � l� ^ O � , � _ _ � , , , G7.� i � � � — — . _ � .� , i ,-� � i '� ��+ _ � ''� � Q J '� �I 1 � g� g0 � � � ; ' " o.w. eieo� -o" _ - _ - _ - _ - _ � r � �� . - — ' � — -fi � , , �j � (� Q � \ / o.w � ei��-o" ,. _ 5q. 3 ' _ - - ` _� ii � 4� . � _ � � / � _ 1 �4 � , ''�� "' _ _ , ,� �,` , �-w- , --�-- _ � x � � ' p U � � � � .� � ► � � e� - �" �, ' % ' � � � �`� �'�_l ' � — o . s , �� ic A � — �� '� � � � '� �', V� SP� �45 — - �_ 1� � � � r-� ,�� - 1 � _ - - — � � , , - �. � � � > � _ — � - - _ ' _ - - - �-' � ' Q , _ , ; _. � i , Q " " \ \ � `' . �,_ i � i ' - " - - " � � ._ =: a � [� > \ � \ 1 /\ f � �/ / I � �'��-.-.�. � Z ' � � ' i 1 ., -� - ' r� _ _ 1,_. .a..�-• � _ __ ' L � � ' Z ' ,!'.S .. \ � , �., /y1 � _ _ L O T Z O A � � � _ � ;� I `� � NEW DEGK �f �� ' " j, N � � �+� \ i � l � I � _ - - � � � �j� � � u � � \ �� . '�, 0 1 C/ �t _� � — — �' � ; °i- � v�, _ � � � io 1 — _. — N I �, cV ' 1 / 1 � 1 •°' '�� p�GE � � -; �� 1 � 1 0 � � ' 1 � N�y.� 51TE GOVER �� I i � : �� Y /� � � � DRivE ro Be � � � PR�p ED - � ,4 j%1 _ � � - - - � , rteMOV� , � — — — — � t— F? w � , ' - , ` �, .�� I�'- � � - - � � _ — ' 143 q `-'� � ' � _ , -�\. ' — , I _ — — -- ► ` _ _ _ - - -- � _ 1 � � - ;_ � � , __ — II � - � - - �' ` " 1 ' �' �j � PARCEL B �, 1 " � COfYRICMT o � " � , . .�'_,�� , , �� - y , '� -.7 �. pE I NEW DEGK AHOVE �� I 0. 109 ACRES � � �� I � A. LA. AACHITECT P.C. � ' ' � �( � N81'45' p0 ��3. 46' � � _ 52. 42�_ snveN �ewea unaea E ; ALL AIGHTS ILESlRVLD . � \ I � i � �-�' ' I m � cowrart. awn na mw � ' I� � , , — 8188 — i 13.79, . 1 � N81'45�� - Z eion.nan .uux. u ,w 1 . �y 1 � � � ` '' � � z � � -��5/�� '� - ' � � �' ' g,.0. ouaum.. u. .wRw«ur. �� . � � �. �i/��l � � _ � " - - - YLVIO. b TY� A0�4ST01 i � EXISTING �p'. � J b�•, " NEW DEGK mvw ww amo� xc.� v N08'1 S'00" W - 4. 50' � � HEATED DRIVE 1 ip �,U! - - _ - S � . �mar nc . no n um m ra / 1 � �. � - . - i � i I I om a� �aou w ��►i �rruaar 1 � Tn �umx �oireuunai w � � � � � NEW ROOF OVERHANG I �a �++�+ �+ // _ - - � -- - - - - " ` � �� ' _ _.- -•-'1�� i � O E _ 31 .83' � ' � ,� �.,�.. .� .��. . � -j N81 '45' �� o' _1 � - _ ' � I nrowr awo m..a, Qinoio r / 15'' �'" I /� � p nrso oawmaa ro vwn ,. �� P A R C� _-C 4— - � 'i O I tr�r rnat cea� wuar ,�. � � �Z � 0. 107 ACRES � � •� � � �•� �"` 1 ,., 00l,1..ON. .CA« ,WORT � ( �� 1JR v41AilOM OR O�t1A/10d C! � � 1 � � � ro r� �urnunm �nou � '� � N � � , ; , w _ _ — ..��a ;� �, � , �, � — ' 1 ; A I � ,� � - � � I � � � � � i� __ �� 7O� FWND PIN AND CAP �� er TN aouo�R_� � _ _ _ 51 . - 1 � LS. N0. 18827 WALL � z 1 _ - _ r - � � _ - � � _= � � ° v�,. AUG . 27, 2003 � � 1 }- � � — � r � � � � � — � � � ----'- _ • uvwoe onn v+mu �i \ 1 � F� � ----� i NOV . 3 2003 TN `i � =---- � � � � 1 �1 1 � � � � ? IL',7Y EASEµE"�1 . � T � i � _ _-�--=- � LOT 25 2 JAN . 19, 2004 TN ' , � � � � -; F, . _. 3 JAN . 26, 2004 TH �—=�� > , h' � �;�� , , 4 FEB. 2, 2004 TH rn 1 � � ''� ^ r` � 5 MAR. lq, 2004 TH ' .� - — � � � - FWND PIN AND CAP - - LS. N0. ?4444 � � , LOT 22 � ; ; _ T ! LOT 21 � � � �' � SITE DEVELOPMENT PLAN �'' �� SCALE t " = 10'-0" ,' - SD1 � � . _ . M . ._ _ . _ _ � __ _ _ _�_ _._W.r�_. _ �_��_ . _� __ » }-__�..._�. _ _ _ __ ______: . _�._�.. . � . . . . .� �_ _ _ _ � � _ _ _ ��._ _�.�� _ .T . ._ . _ � . . , . . _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .� _ _ - . _ _ _ _ _- _ _ �- .. _ _ _ _ __ ' - _ _ _ . . _ - . _ T _"— - '— ' _ _ _ - - - _ __- ' . __ _ � __ - ' _ _ .�-_ . � - _ -� � _ ' .— t— - _ - ` • - _ _ _ " - . . . / � � U w F PLANT' SCI� EDULE z � � ,�r� i ;; 5 = tzo5 . � � ' '�a � SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. T.O.W. 8169i -0+ � . _ _ Ll � � DELTA = 9 '2515 4 -0 CANGRETE PAN e.o.w . eibe -o . � w '� Golorado Blue 5 uce Picea u� ens 15' -0' ht . 13 __ ARC = 198. 27 � ie GMP — 8169' - O" � _ _ — � —' � ry O Pr P 8 ;' � -� � � T.O.W. 8169'-0" °0 TANGENT = 99 . � � , , , . �U,.. w 7.O. W . 817t -0 B.O.W. 8168 -0.. N 1-� OQuaking Aspen Populus tremuloides 2 " _ 3 "cal . 13 A R O A D � C H O R D = 1 9 8 . 0 � ' B.p.W. gi�� _p�_ _ _ _ - - ! - _ , = �1Eo v� x � -- r ° gEp,VER � MW � �`� BRG r� 82 •2o � 3s ° E _ _ ,_l = w � � � � � e i - , ' ' o � � �.- �- -- — P° o� �n Tam Juniper Juniperus sabina tamariecifolia 5 gal . 13 C 'rj0 R ' O � _ — � - - � ;�',-�,.�, �"' ,,, p � z i� � % / ,� � .�jd' � T.O.W. 816A'-6' � U V rn � ' - r / � � i � � v _ _- - BA-W . 8168' -0' � w � < Gold Drop Potentilla Potentilla fruticosa farreri 5 gal . 13 _ � - ; / � � � j W ' O V � � ��' � " a aL r � � / � �- ! - NOTE � REVEGITATE SITE WITN NATIVE GRASSES AND WILDFLOWERS . Mr+ oszo ouruNe o� �asTirw — , � _ - � � ; _ _ . - - - - - - - - - - 8170' -0" - - - — � � � � W RIM ELEV. � 8173.2' VE4ITATION �17O � - T O.W 8172' -6' -- -- — 6id �n � � FWND PIN AND CAP NOTE : EXI5TING VEGETATION ; GRASSES, SAGE AND SERVICEBERR7 . NvEaT iN - ats4.i ' _ � _ - � � � "�. � . e.o.w. ano' -o' o < O.W. 8174 -6 LS. N0. i8B27 INVERT OUT � 8184.3' � � � � 4, � a � � B.O.W . 8172' -0° O �''" NOTE � NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED . (ens�s oF p�v�norrs) _ � _ � - � _ _ _ _ _ _ _ _ _ � �p.P I I � O i � NOTE � REMOVED TREES TO BE REPLAGED BY NEW 15' - O" TREES � - � ' � � —� �� — — — — � ` � :�% '� ; - � o� / � � w EQUAL TO TNE NEIGNT OF THE TREE REMOVED . � � i - �� \ � / � � FJ(ISTING PREMiSE ID. (264 � �%�- - -- - � _ -� -- - - - � �x GRE'fl£ � I �, W � � - � \ 18' CM ,t,��- � — — — — -- � I - / T .O.W. 8177'-0" - \ e� - - 8172� -Ou � � � -- ,�. . B.O.W. 8176�_�. r � . � I 1 � _� � — � , -�� t� � , � � � �`%��" �� i� ,�%� ,' — -- — ��oE �8174' -0" I � � � � -� , � � `. „-r �- �= �. � . .W . 81"76' -0' 0?jl. _, A � : . ' � 81 � � � - ��-' �� i i ,� � , _ � __ . 4 �� .. � .W . 81 ' -0" � ` �� 7 � � —_ � - � � i � � � / i / �� l - s,� � � � �� _ i ��i ii% � \ - ; �- ' - - . � ` ..� —. =� �� — SJ _ _ ( 1 Co�U� 4 — j �1 �� , 8176' -0° \ I\ I ' , � Y . , . _ � ,, � � ,,x � �,'� ; ; , � � ,.� � �,, . � � �� 0T 24 _ - - �, � � � �Y � �� / � i / '� = _ � _ EMOVE TREE _ PARCEL C � _ - � _ `_ _ � ,� _ ; , ��\ r . T.o.W. a�� -o� ,, � ; � � � � �, , y_, „ % _ _ _ % `` �_ \•— ( COMMON PARCEL ) � � � " B.O.W. 8176' -0' � a V� ��'� � � �', � 8177 -0 NEW DRIVE 8 �I6 -8 , / � , T�' _., , -� � ,� �-+ � �� :�� — � , � � � GONGRETE PAVERS � ' 'j � 1`- ir .� ;'` � �- 0. 353 ACRES U' � ,� ,; � ` - - � \ ,� \ / \ ;. i _ r- \ � � � � D(ISTiNG � � " I � ' � � � � ' � / � A I,�V / � �'� s_.__ � � � � � _ �� NEATED DRI�,'E ` `. �� , ♦ � � �� / - � > � , � � � .�� W � � i � � ' "�.1�� , � � ' _ � A�- � \ — - — e V!/ ,// �� '�� i , _;� � � �� . � � - - vrm,� w�sa - - --- Q � , T .O.W . 8178' -0° . .. / \ 81'17' �p ' , / � / / . 1 � iv rmw e+s.w � -- - -- � B .O.W . 8177' -O� -.� . . Z } ... ... �,. ; r .� / I �' '�-,��;-� ,.. �, - �i � 'J�i " � ca,cc r..�v.w� wna . `' � � � m I � � , T.6,�1. 8178 -br _` r , .' .. � / � - . � tr' �" — _a'�.Wr�i er.� raa t�ea � � � � ' 0 i . i � � � � a irruuru ai u+oae ��`. � � �� . ' -p � i�- � ' ' ' � ' .. � _ .O.W -�177� • � 'A T �.� .� � � � , � � w� r iuwr srr+ua roR nem � � _ � � � -- -F� � F .W. C18A�_�n r 1 I'� , i � � � � \ � � — � � � �. �^ � � � . I a �rr wroi a avei -. I � � - ' , � , ' ' �'.., r .Z y 'Q � ' - h� � � s.• s+m er.Re � � ' �� i � T � � p A 4j, B.01J.-9F81 '-LL �� " .:i ' , A � � _ -1 m .� ; ' i ' - �� . , � r ,��-- - Z � - — �-- -r- -- '� ., �\� �/ � / / � �_ - _ _ I � r� � O � � � � g� 8 1 . , � � � � � N W 5 ELT � � � � � " �`� � � �` � _ �� rnrn� er,uar+� oer � � ';� - � � �' � � 801 L 3NEp� �� p � � �� — _ _ � � g4� � � � � ti . � / Y � ` � \V� / � � � � ` _ � _ y _ _ � _ J �� ' � � — , � � � � ei�_ � � �'/ � � _ — tx ; , � i , * � � � - <� � � �� ' � �� ' — � —" _ � �- ` � � '"� '`1` �y�-� � � _ . LL _ � � i ;�' � ,,. . ' �' � � \� g18� � %� � �-iOW . 8180' -0" . � ' _ - � - � - - - �- � � � , � r.; - - � i% \}- s M , .\ \ _ _ _.,�,� , , . . _ � � [� � O1 wn �ve�anmi ne� suu ee airm � � V 7�� '!/� �B O W� 81�' '0 \. �j4. 3 � � - � � � -_c� `� � �� ._ > �-� � � /� �I �� .,.� .u.:n � 1 '` � �- - �` ss� ' '�c1`�N , �, �t `r-t__:.� ��`- �: �,1 ^ I �_� � �'� Sl ' _p�� " � .. , < � � _ �, ., �` - - ` x' � � �� i � �— — — � �� .�`- �, 5� _ _ — ,./ t5' ,0" _�� .� _ ��-� r.-.� �� :�` U w � ' ' 'r ' ' --- � w , � � •- - _ � � r � - . - - .'1� ; � , r - - �, A` , � � _ _ .— � - " � , -- ,_ �--� — , - � r - _ i . � _ _ �. . \ - . . � ._ O � � �..� � � � � _.i._. - "' �-'� � � � �\ � �� r � � a � � � � � � �� W � ' NEW DEGK i � �- � o LOT 20A � � � °° , i v� � , _ _ _ _ N I r�a ,;� � 1 O `� �� `� 0 1 C/// -- - �- _86 _ — — — A � � � � � � �� o ti r� _ � — N , � General Landscope Notes .� 1 � 1 �� o � i � pGE � � N �J 1 / � o � � ' 51TE G�vER � � I � Trees and shrubs shall be planted in pits I I /2 times the size of C + ' ' i j' �% � 1 DRIVE TO BE � o _ _ I ` ' �ppSED NE� - W the alant rootbaU and backfilled with a combination of topsoil , � � '\ � p -� REMOVeo •� , - - - I � �`-'� P4 q SQ p-( . - p � ""� well rotted manure cind compost . All trees sholl hove a well a _ � ��L\ _, j r, - � � _ � _ _ - - - - 1 �� , ; ' I - - � minimum of 4 " deep, comparab{e in size to the drip line of the �� ., , �' � � o I ' 1 I t�ee . All deciduo�s trees shall be staked with 6 ' steei " T " - ' '"j , ;; „� o � '? � PARCEL B � posts and guyed with s�14 gauge galvanized wire and I I /2 " x 18" `-j � f' 1; ` 1 ` n lon tree stra After installation all newl ianted trees c� r '� � �' � O �NE DEGK ABOVE �� _L Y PS • Y P , i �� _•. , � 1 O.i09 ACRES 42� _ _ c� COPY0.IGHT sha11 be rootfed with a liq}�id root growth stimulator containing '' 1 �� 1 Ng1 '459, �3. ; � ' N8� •45' 00_E;52- --� = �i ANAACHt7'ECC P. C. VItQ'111f1 B- 2 OS WC � � QS Q S � OW 1'C �CpSC fertilizer . . , . -�=:j-�j I\ /��-- - -- � ' ?; ?' -- - � - � _ '� ' � � � � �� — ' ALL RICH75 RESEAVED AIID DY16Nt IQ1fIN. .{f AN 1 �� r . . 1 �Z # \ ��l✓6 ! , . I 5' -0' rnu uoaururr. .vm rna mw �j _�- � .�ll shrub beds shall be lined with weed prevention mat prior to f- ' / 1 EXISTIN4 10, � ; � _2�3 �0 ^ _ _ S � � N08'15'00"W - 4. 50� � NEW DEGK * u�,�*+��* . .�na NEATED DRIVE � �p ' c7? being topdressed . All tree wells and shrub beds shall be � � rn o ' -- " J t � I """" '""° '`m`" "." � 1 _ ,. --. , ' ; .a�R.« .� . � � ,� ,� .. topdressed with a minimum of 3 " of bark muich . _. � , - - - �� . _ � NEW RDOF OVEREIANG I �•� � TM«s a. •µ* •��* . . ... / � . - - - - - - - � `�� - -•' ".1---�� ` � na �umw nmxaa�nop a ` ._ - . __ " " 1 ', � mvw �.ow unn+ Herbaceous planting beds shall be topsoil , tilted to a depth of _ - - qg0 - 31 'g3 � U, / - , � " p^E 1 ' � � � / N8� � �o" - - � I nn aoarxwc�w_ ixw naa000m.r 6 " and be rock free . A mixture of compost and well rotted manure � r =-- ' � P /� R C E�_- �_ - - � ', O �xmm ,.�ro .��., ��..,.b shou '.d be tilled into the planting beds ( 1 cubic yard compost / -fi" y � I _ — " � � , � I �u° °�°m°�^ *° °*,,.* \ �� r O. 1 O7 ACRES � � TM.r �a«� �ao.„ u,ucr pe� 350 s . f . , one cubic yard manure per 250 s . f . ) . All ( z < � i � � •�.� «� .,� w..�.�. � ."' 1 , � � nu aox}umow uw.� woar herbaceous plmting beds shall be topdressed with 1 /2 ° black i 1 � p 1 � � � w _ � � � ,,,,T ,,,,,.,,,,,,,o a„ ,,,Q,.�,�,,, Colorado humus at . T. -, � � � ' �' -- � - - - - P� � � v ,,� � S � � � � , �n � �.. — - - - .aamu�m ..ro�. �,il disturbed areas dcsignated on the Landscape PIOn t0 �eCCi VC BWDIER.� I �r " 1 � � � � - � � � � � � � � � i� � J� � � 51 .� 0 FOUND PIN AND CAP � , o LS. NO. 16827 WALL , 1 � � � � � r � � � - - = ��- J I � DM�N �Y� TN native grass treatment ofthe recommended seed mix , and shall be \ 1 ).- - � � � _ _ - - - � _; _—_=- '" o.m qUG . 27, 2003 revegetated by sowing the seed m � xture at a rate of 1 /4 pounds � � 1 � � � � - -= � AsEMEti ; • �°,•,�,, ,,°, ,,,,,,� per l inear sqyare acre . ' - - - - - � i � ' __=-' � T'��^� ` I NOV . 3 2003 TH — � - - , � .,�=-- � _ � . LOT 25 - , � � � — � ., - � � 2 JAN . 19 , 2004 TN One application of 18 - 46 -0 fertilizer shall be broadcast prior to �, 1 r � �—�� j � �, ° �, S� On `N 3 JAN . 26, 2004 TH seeding at the rate of 7 lbs . /1000 s . F . All revegitated areas shall °' � — � � 4 FEB . 2, 2004 TH A be mulched with 2 - 3 " of weed free hay or straw . All mulched area a'. � — � '. shall be treated with an approved organic tackifier at the rate of 120 lbs . /acre . FWND PIN AND CAP ��' 6� � A.11 newly planted shrubs and trees shall recieve drip irrigation _ _ - - - � - �s, No. pqq�P ��"� t1°0D O1i i.a �es irr. eree� A.11 sod areas shatl receive spray irrigation with 100% overlap . This �a o.c. �nNC.� system shall be automatic . Sprinkler system to be Design Build . F�",w��"�� -- _ _ __ L � T 22 srr�r+en+ ix �es. - r.reno[ < Before an site excavation an existin tant materials shall be �"""'-t"r °PO"N° ' CO"PA"� D1� v v 9 p LO T 21 9� '° —�-- —�—� excavated and bagged for proper root protection and stored with w,re� n�, ,s• w�oE � - � I I �• n� �� LANDSCAPE DEVELOPM ENT PLAN topsoits where indicated Ofl plQflS . ��- f�UAGE WIRE (MIN ) , 'L� - F � STArLt9 (FOR WOOD - y ' Trees to be moved , shall be over dug to the extent of the drip ed�e w000 vosTS� wE..w � - b \ SCAI .E 1 " = 10'-0" and immediately planted as described above ond watered during °"'Y '• `A"` �n'".� _ - HIRE CFOR 9TEEL P09T5 � : '-�-L - —'_ .�k_ � � ; construction . Shoutd the transplanting fait , a reptacement shait be .• i. installed of eqyal size or multiple planting to obtain eqyal size of ' � L 1 the existing ( failed ) tree . �xosiori FENGE DETAIL .. , .. � . , 4 ' . � _ � _ — — _ _ _ � � _ _ _ _ _ � _ _ _ _ _ _ � � _ _ _ _ — _ � t �� r r� i �. . . . . . — 1 I � � '. _ . . , ' � . . . ' I �. i T . . � ti - . � - ' � I I — — — — — — — — z v 1 . . . . . � _ � � < �c • I — L1 �...� — r_ � a �; � _ " x — t I C/J Y. �� ,-, � w : x -* - , � � � z . Q � V Y :.I � I 7 � Q � r � � � — Z _, � - ,r � W r _ ; (� = MEGNANIC�.L VENTILATION REQUIR=D � � � COMPLY TO 97 UBC . SFC . 1203 .3 � � ` I � w � ', � � WINllOI^l APPROVED FOR EMERGENCY ESGAPE AND RESGUE � I � " ' COMPL7 TO q7 UBC SEC . 310 . 4 i i � � ; � = SMUKE DEGTOR REQUIRED � I UNIT A OUTLINE * � �,, GOIhPLY TO q7 UBC . 5[G . 31O .q . 1 . 2 NOTE DRYER EXAUST REQUIRED TO BE RUN TO BUtLDING EXTERIOR AND � , � TERMINATE AT LEAST 3' -O" FROM OPENING BAGK INTO BUiLDING � ; C_ �—�— - -- GOMPLY TO 97 UMG . —� i � � � �- - - -- - - - - ± _ _ - - �J �„� , � ' � \ �' � BATN stl �\� I I - - -- - - - - - - � 1 � '� � OO LAUNDRI' I �j I I 8ED �I - J �I I BROOt�I � ; ,� � � � � -_ _ �, � a � � , , � ; � . � o . � • �iII� , E _ �; � �:,� � � w i � I"1EDiA ROOM I II� � � � (c;� �� E"" I ; , �, NEW WINDOWS � z ,' _ - � NEW DOORS 6 ' -0" x 6 ' -8�� r'' � l �-� NOTE : MOVE STEEL HEADER UP, 1�-�1 � � � � Zl MEGH . , I � i FLUSN WITH FLOOR ABOVE . w � Q � ��: ,.-_ �i - - MUD ROOM Q F--, d O , � � - � �, °�. � � n � i �� i � REMOVE DOOR AND WALL �� % �� fr � , - i� � REMOVE WALL � � O � � �°'� � �'� � � - — ' — — , � � � � - � �� ' � �� - ,}� � �- = v j" _ � � - - - -' w � � � BEL' tt� o O' BED ts3 - — — - - _ - �; — — — � Q ►-� V ` � i , � � � �,� � ( S ) �� - �) �� GEILiNG BREAK �i ' . � � � 0 � / % \ ; v BATN tt2 NOT_° � SAFETY GL.AZING RECJUIRED � NEW WALL / � , NEW WINDOW � � (a � , , _ /_— � _ �� , ' 6 ' _0�� x 5 � _ �� --� � / GOM�LY TU q , USC . SEC . 2406 � � LOWER LEVEL 8189 0 - \ ; - � � ¢ � . � � I^ o � . "� il , � \� � f� `� 1� � � _ - -_ - __ a � W ' � � — C� �.J —� 0 � POWDER UP r. - r.j W F— _ N �y- � �— = ---- — — — -- -- - - - � -- — - -- - — � • , . . ' � _ _ _ _ __ _ _ _ — _ _ _ _ _ _ _ _ — — — — _— — _ _ _ _ _ — _ — _ _ _ _.� � i 'l. . �V I y :J ' . . � � . . . � . � 4 . .+: z �` � � � I u-� < . G � , _ � - - -- - - - - -- - v , � " x ; I � �a _ " x � — ir. — _ '✓J X " �� - I I � .. S C _ � � > � � � ..: 'T — Z � . — � � 7 � � � ' � "— — � � � � � .. . � . _ ' _ ' _ " � � 'r � . • I � � J - ✓� � v NOTE � GUARDRAIL REQUIRED I - I COMPLY TO q7 UBG . SEG . 50q DD60355 Ft54-IER4PAYKEL DISHDRAWERS 1 T I 36 � VIKING RANGE (VERIFY) � UNIT A OUTLINE � � � \ � I NOTE : NOOD S75TEt'1 REQ� IRED � � �'� GOMPLY TO °I7 UMG . SEG . 907 . 2 ' — - - - - 9 o U- — � \ � — — �. \, I REMOVE WINDOWS i i ' HEATED SAND STONE � � i � SLOPE TO SGUPPER � � � - � � ---. - -- -- - -�— - - - - � � . � � �--� o � DECK , � DINING �+� � �! KITCHEN � a -, � OO �� RErIOVE WINDO��1 � � � � ,DW , CTILE) � � � w a NO"rE : SAFE7Y GLAZING REQUIRED � �WO°�� uoOD �, � - � � " QQ � � � Z � ' ` . � �� -� NEW MASTER GLOSET o I �j � GOMPLY TO 97 UBC . SEC . 2406 �� - � � i � ° �� MASTER BATN j b� _ p�� I F,,,� �-+ � � _ � / I^ ' i � � i NOTE GUARDRAIL REQUIRED J � � + j 'd� � _ � � ; I GOMPLY TC 97 UBG . SEG 509 ,� Q � - - - - � -- - — , '�—=�-= � E-� \ i � ; � � —� -- ..� � � i �- _ _ - __ - - - - - - - - - - - - - � � L Q ..., ,� � REMOVE DOORS \�� O Q O Q �' �-F ' , � � � � NEW vVALLS AND DOORS � � � � � � � I VERIFY STRUCTURAL COLUMN I FZR . � � � I� ��- NEW DECK [�] � � � ��I ` ` �`� ` ` - /5� NEATED SANDSTONE ^�/ � Q O . � ` �� L � ' ' ` � 1'�ASTER BED 5_OPE TO SGUPPER r"� Q O � � � I (wooPJ � � U � � � �' NEW DOORS � �� NOTE � SAFETY GLAZING REQUIRED � O w "'� � I � I ' 48" SUB- ZERO � � �� „ 81q? ' - q 3/8" � � � � � DECK LIVING � UPPER LEVEL 8197' - q 3/8 " - 6 ' -0 x 8 -D GUMPLY TO 97 UB� . SEG . 2406 Q � WALL MOUNT TOILET a„� � W ' � (woo�) I I N � �� N _ _ � � . � � - �� - -� _ = =� - �� =-; _ == E� . � r — , O , — �� -� FP - � ' � ' i ' � � �� _ , I I NEW WINDOW � i � � � (G,4s) � � I i OPEN TO BELOW I - - � - � � NEW �DOORS DOWS � I - - _ - - - - � - � �� NEW LANDING - - - - .- _ - - _ - , = ' _ ° - = = = - =- NEW WINDOW -� . � 3 ' - 0" X 9 ' -0 " ' , ' ( — I !il - ---- -- I �; < < ,i>> ki� ,ur . i � r:� i,�.ns wuis REMOVE WiNDOWS NOTE : GUARDRAIL REQUIRED , � , �RCnrrtcr rc —= —=° COMPLY TO q7 UBG . SEC . 50�1 � i i kiatr�:� �t�ses�l:u I , � . �vr.� wn ��rmr.s � . . .:.TC1Iiff6 V .1C NEW DEGK ' ` " " "` ' • ° �4V l iiRVM4FTIV� � \ �Tt\ IfF• �Y�\ (NEATED FLAGSTONE) I `� ROOF OUTLINE """-`� " � � � t � ,�, F �. ��. . .a.m.. ��„�.,w � , i . � 81q�, _q 3�8„ I GARA; E OU � � inE BELOw �'t �� °°�� .,�� -,,.,,� ,,,n. .�,., � NOTE : NEW GAS SURNiNG FIREPLACE '.° �" °"' � ` . V = I'^ECNAN ! CAL VENTILATION REQUIRED 'x TM "rt�' "^ ' a COMPLY TO 97 UBC . C1-IAP�ER 31 " ` "° "` °'"`• GOI"PLY TO 97 UBG . SEC . 1203 . 3 �� '"`� ,�"`� "� , a . . � NLa4 •:e . qU1X^R�e'. �. .e NtMil". ' nIT iiE EO = WINDOW APPROVED FOR EMERGENCY ESCAPE AND RESCUE i I COI"PLY TO 97 UBC . SEC . 310 . 4 I TN AUG . 27, 2003 (5� � SriOKE DEGTOR REQUIRED -- ^ -- -- . . r , F , GOMPLY TO 97 UBC . SEC . 310 .9 . 1 . 2 �� I 1 NOV . 3, 2003 TH L — — — — — — — — — — \� 2 JAN . Iq, 2004 T� _ \ I 3 JAN . 26, 2004 TH �� 4 FEB . 2, 2004 TH � j -' �r. UPPER LEVEL FLOOR PLAN sc,ai. r t -�" = i ' -n�� , � � � � � . - A2 � NEW ROO� (PARAPET GAP) � I - in : - f - - - - - - - - - - - - - - - - - - - - � - - - - I - - �- � � ; r �. i � � , i � �. ' EXISTING ROOF x �' � N • I I � " x - � � � 1� r� � .. . • ' J �� x .� � .. � � �� K z UNIT A DUTLINE Q � = ''' "'' j � U - _ < i '_ � ;J W z _ ; � - � � �, � _ Q � � L � -- - -- ---- -- - Q� EXISTING ROOF DECK g � = < , ,. - - - --- �. r� F- - � 7 : 12 � �, f Y I --� g z M � � N � i I I 3 _ W � � Z \ � \ � i EXISTING PARAPET ROOF � --- � 5 ' -IOXb° 0 r 1 - - ! — — —o � — — — — i- - - — _ _ — -- - — - - - - - - - - - - -�\ LJ � � � EXISTING SGUPPERS i (� 3 ' -0" ' I I (TO REMAIN ) i �\ � --- --�` i EXISTING ROOF � '"' � �- - - - - - - - - - - - - - - - - - r � �- - ---� �- - - - c� � NEW RODF I �^ - � ' - " P4TINA ° ��OPPER SNINGLES � �! � � ,� N u m I � � � 00 I � OVERFLOW DRAINS I � ROOF DRAINS """ `� � x I ? � Q .� Qo Q �-- EXISTING PARAPET ROOF Q L NEW ROOF ( PARAPET CAP ) O � O Q __ � O ! , _ ] EXISTING BUILDING OUTLINE � ' � � C ,�. J ' � W � � 0 0 N N I NOTE � NEW ROG'F DRAINS TG TIE INTO � C O � 7 . 1 2 EXISTING ROOF DRAIN SYSTEP'I . x 0./ U I \. _ _ NEW ROOF I COh'IPLY' TO q7 UBG . SEG . 1506 . 2 M,.� O ? � IOx10 ROOF ESRAGES �_+ � � � I � r � � FLAT W/ PARAPET . — � � � � � � w > 3 ' - 0 ' EXISTING ROOF i � 5' - IONi° ��j' � - - - - - -� � --� — � � I �� 3' -0" � N I � NEW DORI"IERS I, i 8x8 ROOF BRAGES O / MOVE EXiSTING CHiMNEY " PATINA° � CCPPER SNINGLES � � _ / � � — — — — -- - � I � — — — I � r I =,, I �!� I � I � � � _� � � � o tv o �, � � I I i � � � ,� -- - . . ,n � t� ;n , . ; I ' I NEW ROOF U I U I 7 : 12 7 : 12 I I � �� - - - - - I ' -b"I I 7 : I2 7 : 12 I I � _ � E__ __� � ` �' � � — ] - I " PATINA" GOPPER SNINGLES I i �° c� �r�� ei��irr C -- �1 I .� � bn i � Il' \�fS\ 1.\\I! -.� KIUI\ • � I I _ I � I I � ___ __ I , . \. �RCill-i �GCT PC. �—'--' - - �� .{ '.I I KIl4lITti �iLtiF.k\T.0 �- � � I 7 : 12 7 : 12 I � i -� o 'I � � _ _ 1 i u . �, �a>iro� .�n nn� nn �.. _m I . � � . � I �VULIt➢IIItlIRIC.. ♦ >sl RfAPI ui fXMI !4��s.11 �'i t•.lif. tl IiR W WG11 � ! _ _ _ _ _ _ � :l` I]ilU411W{T + 1 �1 � � a.��Y1}f-I V C. .11> R V O�TO W � I �$U0 M.Mt � N L\{ I Wfl WN��1 nu wme� n� TM��u:�txw , �: I .-r��+wo-. em�r � nu �•a�w� n,n ww i *x.a.M wu r D ECK nss. -r wen aa� n r_vamr. t�n oru.nm;.rcr.� .eis' i nv.r iu;� ex-�� u vu-r if-[ �p THI. �RaY'V 3 T1Q t!'n'R.��'IV �F 41A:1 Y6TGI1' IOx10 ROOF HRAGES I ;.° • �^"^ ^� ^ "�« ��• � „� �.,,�,�� , �-,...t �, : t��.., I �.,.,,-: , TN 4� _ b�� -- - - ,� . AUG . 2?, 2UO3 � .. .. . . . , �m. ,. I NOV. 3, 2003 TN � 2 JAN . iq, 2004 TN �` �I� � __.__ -- —. I 3 JAN . 26, 2004 TN _ '' W r " PATINA " GOPPER SNINGLES � 4 FEB. 2, 2004 TH 's . , Q , I � - - — -- ---- -- - - - -- - - - - � L - � EXISTING ROOF w , EXISTING GARAGE OUTUNE . ;� ._ ` ,� ROOF PLAN - A3 ; � � s�,� �� ;��. _ � �_�., ;; . / f :, � � z � c:w � Q X ., � � � ri _ I x — � �r . l � �n � � W M X � � : - � z � � Q = � � - I ..' �' . z i � � '� ! NEW 2x WOOD TRiM (TYPIGAL) ' _ � `' � I "PATINA" GOPPER SHINGLES � z - > ` x � ' '� � C:� �' _. � ' ' ; z I 'i � < I I i I � I I � _ � � � '�' - � 1 =_= 12 2 i I I li I �= i /�'� � _ � _ '�. � � � I � � I I �' . � L . � � - - \ ,_\ I � � — I � — -- - - - - I - - � � .a^.. � .. _ s� � � � \ I � � � � �� -� � I . � � - - - - - -- ---- -- � \ , � - _ --_ �� - _ _ - - ----- ---- - -- - _-_ � � - _____ - � � � _ _ _ - _ ___ ___ , _ _ - -- � �- - - � �� , � -__- _ � ' i � � I ; � _ =-_ � --__ � ; - - - I - � � - � � � � I _ . / -- - - - \ / --- � � - —� - -- - - - - � - - I - � - - � - - - - - � - i- - - UPPER LEVEL UNIT A ,a - - _ � � ' - � - � - ---- -- � I --- - -- - - - - � - � . a � U PER L cL 8197 ' - 9 3/8 ' -------- ----- -- _ � r �- - � - -- �-- _. - P EV _ _. --- $-- - - - -- - - - _ - ---_ _ - - - W Lr-+ ___� _ - ��-' � �� _ --- _- - _ � � � :� �i I I �' � ' - _ �� - � � � Q � _ - � ? - --- _ -__ � - --- - - -- -- --- =_ -� I --- � ,,_] ...� Z OC . � ' - --- - -- - - - - �- i i -; C= � ; ^ ,-� ►.J ^� -- - � NI I - -- - - - __ . �- �, ,,. r/AIN LEVEL UNIT A T ►-+ `" - 0 -- - --- ----- _ , - - - � � - _i ��. � � _ – _ – ' — _ _ _ . . � . '. '` w ... ,; -� ��' ' �; � � i � � � � � �� "?}� �; �i 1�.� - �� S- , i � �� , � � � �` pC � �^K � LOWEi2 LEVEL ��t89� _�� _ " � " �" i - � " � � , _ � _ � � �� f` i ,_ _ � i"'� � O $- — - - - ;�` - � i I � � / � 1 ' -; = EXISTING UNIT A ? � � � � � �� fii� � � � � � � Qi � � �� - � � "-- � J t� �� - � ' � } � l� �- - � < ,_ ;-�. ,� r - - � Q � e-- f � �- �. . � Q � n � f' n ..l T - � ' O i • '�! 53��— i� '`� < � ` WROUGHT IRON RAILiN6 '� i"' FINISNED GRADE � � V COPPER CAP 1�, ' p.� O ? � NOR�H FLEVATION bx6 GEDAR POSTS --� � ~ � sc.4i_►_ ; � i �� .. i ._� ,, � �i � � NEW GARAGE LEVEL 8I77' -O",` � � �'-� � - - �j �.` C�1 NOTE � MATGH EXISTING MATERIALS � � �, � N � � �" � 12 j� � . � - - � � � � /�� -- -- — �- -_ _- �� I =_—__ _ _ --- -- - - - -- - --- — - � - - — ---- _ I2 7 ' �' � � I � � i � � i � I �� iE��tii�i ' ; .,i � � K:rn� �. 7 � � �I � � � � ��i � i � , i � � �, �� .t. R�c�HTS !t&4�� R� ru � - . . �.1 A 4R�IfI1h.C"I P ( i _ —_ - -- —_ __ _ —_ '� .� U: � f VE�T ��7 ?lai '. f �.�, �� . ...:( 091 •NW ^.. . � '. _ � ." Y VI l LKI�`L . .� � ' ... _ -:IA F 11Mf IF�TEI � ❑ �F AVHPIDlT . . e•t T � V .lV: PAI(IIkYI �n I � : : M1 III� IT-0�PI Sh t 1��YF� II ,\ . `\ �. . � I . i I ( . / \ i8 'I1AA'If0.fPU � .n � . � VH?AM1YfII\t� W'�[.`. � ��y — 'I — 1:pTl�MfN1010P}JL �"I ____ _ _ �tun..� vnmovt n�.n ,.�' "' F� -- - ! --- _- - _- UPPER LEVEL UNIT A,� • ��>« ,. _ - - - - - - - - - - - --- - - - - „ � , . , :� .,. , 6 I I i , r��l, � I IN _ --- --- -- - - - --_-- - - „} , , � . . . UPPER. LEVEL 81�17' - 9 3i 8" - - - - - - - -- - - - �� S� t � +' ' ;��. I' r 4 _� , ; ' " - .-_ - _ - ----- - - - � n I' � u i �'-- 12 �i I --- - - --- � - .�, . . � �� ' I i I � � ' � _ I ._,: AUG. 27, 2003 _- - - - ---- - -- - - ` / L / � - --- - . . , ,.�. .. . , I NOV . 3, 2003 TN - � --- - i � MAIN LEVEL UNIT A ., � ' _ r - „_ _ J - - - - `� 2 JAN . Iq, 2004 TH � � , �, � . ,. ` -� - -- - - -- - - -- -- - - 3 JAN . 26, 2004 TH 7 1 � LO�WER LEVEL 818q' - 0" -t� � i�"4 �" GARPGE LEVEL UNIT A 4 FEB 2 2004 TN • � , _ " ' — — . . _ _ ' _ _ . . _ A I � � , � . �� r^ EX1571NG UNIT Q � '� � �� ` , ' ' � WEST ELEVATION � � ., , �^ s<` :au. ; � ir, ., = i ,_�„ �-�t :� .. - ,,. ,_y . ..',- , � � NEW GARA6E LE`✓EL 8177'=C" _ '�'�~ ` v FINISNED GRADE - - A4 _ _ �adD��i�i:.�1��M1��.u.1re.�S4'.�.3� l �Yar_i:� ' . . 7o s `: > ; . _. _ -� . .;. - - a! ' :� . � � - � . .. -.. ' ' ' . �_ �. ._ _'. ".y . _. _ . � - " " _ ' _ _� � � - __ __ . __ � _ .s � ' i � _ � ,:s _ � - . . . . . . n i..c s � , _ -�. � - . .. _ -.. . . _ . . : - a� -= .: _ � : .. . ,� . . � � - . n -. . . . _ . n .. r. . _ . . � � _ ' �d.." _ _ „� "' �"_ _ Y _ } ., -__1 _-- _ _ _ _ '"� ' � _ - -� � � _ . �_� .�_ _.�- n_ '<� _' _ . . _. . . . . � � — T� , , - � J � _ z � w � Ca �` - ~ Y — in/ r^ � r1 _ r^ ! � t/� x '.- �� _ u= Ms �, - � _ r. I > </ ., 'T - r � � � � �� —_ — _ —_ — _ _ - - - - r � � - - _ — _-- � - � � - � _- - _ _ _ W l - II . __ __ _----___ _ �i — _ -_--- _ - - � � i _ — - - - -- - I � i I I � � ' f �� . '� ' �1-: ;� . � ' ' . L- ._ 9 I � I 1 i �I � � i __? i I i � �- -T -� � I � � I � , - � ' � �/�__L�_ �1 �1 __ _- � - � - - --- - ---- - - - - - - -I- -- - - - --- - - -- - - -- t 'i - - -- -- - ----- - --- --_ - ---- - ---- - -- � \ � - --- - - --- - 1 �'-_- --- -----=-------- --- -- - ---- -- - - -- - - � - - - - -- - - - y � � - _�- - --- -_ _- -__ - -_- -- -- -_ --- ----- :-- - �� \ - - - - -- - -- - � - - - -- - - - � '{ � -��_ .� _ _ � �� - _ � � .-�_�- - � �C =_=_ __= _=__ - = _ -_ __ _ - �!, j - % =_ -_ = --- GENERAL NOTES• Pal Remodel JOH #0308- 21 m . Laminated veneer lumber (LVL) shall have the following properties: BACKFILLING: 1 . Flexural stress- -- - - - - - - - - - 2600 psi 2000 IBC FRAMING NAILING SCHEDULE � TABLE 2304 . 9 . 1 � ABBREVIATION LIST DESIGN CRITERIA• 2. Modulus of elasticity- - - - - - - - - - - 1 , 900, 000 psi a . Do not backfill against retaining walls until supporting elements are in 3. Tension parallel to grain - - - - - - - - - - 1850 psi place and securely anchored, or adequate shoring is installed. `1 Raof Live Load (Snow) Flat Roof)- - - - - - - - -- - - - -- - - - 100 psf 4. Compression parallel to grain - - - - - - 2310 psi Concurrent backfilling of each side of a retaining wall to final grades CONNECTION FASTENING °� '" LOCATION Reduced Snow Load 8512 itch 80 psf 5. CompressiQn perpendicular to grain as indicated on plan or section is required unless temporary shoring is A. B. ANCHOR BOLT .�p R � ��- � P � - - - - - - --- - - - - - - - - - -- 7 . Joist to sill or girder 3 - 8d common toenoil A. F. F. ABOVE FINISHED FLOOR �Q�;• �1Eryi;��; �,.; � Roof Dead Load - - - -- - - - - - - - - - - - - - - - - - - - - - � 5 psf (parallel to glue line)- - - - - - - - - - - - 750 psi installed. Floor Live Load - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - 40 psf 6. Horizontal shear- - - - - -- - - - -- - - - 285 psi b. Verify type of fill with soils engineer and structural engineer prior to 3 - 3' x o.� 31 " nail A. F. G. ABOVE FINISHED GRADE o�� `_, Floor Dead Load - - - - - - - - - - - - - - - - - - - - - -- - - - 15 psf 7. Connection of multiple- member beams: backfilling . 3 - 3" ia qaqe staPie ADJ. ADJUSTABLE " "'^ � : � Deck Live Lood - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf A. Top- loaded beoms 2. Bridging to joist 2 - ed common toenai� each end ANCH . ANCHOR : �16 � ; �- : 2 - 3' x 0.131 " nail APPROX. APPROXIMATELY .o'. ``' Deck Dead Load - - - -- - - - - - - - - -- - - - - - - - - -- - - 60 psf i) For members 12" deep or less, noil each member GROUT: ° � ' 2 - 3' 14 gage staple ARCH . ARCHITECT �F'••...r•'�,��' Basic wnd Speed - - - -- - -- - - - -- - - - - - - - - - - -- - - - -80 mph ( Exp. B) to the next with 2 rows of 16d nails at 12" o. c. f � � Seismic Zone -----------------------------� ii) For members greater than 12" deep, nail each a. All grout beneath column base plates and steel beams at bearing shall 3. i ' x e" subHoor or iess to each joist 2 - ed common face naii BD . BOARD SSIONA UBC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1997 member to the next with 3 rows of 16d nails ot be non- shrink, non - metallic type grout. Grout shall have a minimum 4. Wider tna� i " x 6" subfloor to eacn p�st a - ad �ommon face no�i BLDG. BUILDING 12�� o. c. compressive strength of 2500 psi. 5. 2' subfloor to joist or girder 2 - 16d common blind and tace naii BLKG. BLOCKING FOUNDATION DESIGN : B . Side- loaded beams �� i) For two or three member beams, nail each member LOOSE LINTELS: 6. Sole piate to joist or biocking t6d ot 16" o.c. typicai face nail BM . BEAM FE� a. Design of individual and continuous footings is based on an assumed to the next with 3 rows of 16d nails at 12" o. c. 3" x o.i3t ' naii ot e' o.c. BOT. BOTTOM 3" 14 gage stop�e at � 2" o.c. B. O. W. BOTTOM OF WALL maximum allowable bearin ressure of 3500 sf dead load lus full ii) For four member beams, bolt through with 2 rows BRG. BEARING ' g p p ( p a. Unless noted otherwise, provide loose lintels as follows, one angle tor soie iate to oist or blockin at braced of 1 /2' diameter bolts at 12" o. c. � a i e � braced wou paneis c � live load). each 4' of wall thickness, to bear 6" minimum each end: wa�� pane� 3 - t6d per ie' CANT. CANTILEVER b. Foundation and retaining walls have been designed using an assumed iii) For beams consisting of more than four members, 3" x 0.131 � nail per � s" C. J. CONTROL JOINT �' � � lateral pressure of 50 pcf. contact structural engineer. _ _ _ _ _ _ _ 3" ta qaqe stapie per is" N o 0 Openings to 4'- 0 - - 3 1 /2" x 3 1 /2" x 1 /4" CMU CONCRETE MASONRY UNIT � Z � � � a Footings shall be placed on the natural u�disturbed soil, or compacted n . Framing Notes: Openings 4'- 1 " to 6' - 0" - - - - 4" x 3 1 /2" x 1 /4� 7. Top plate co stud 2 - t5d common ena naii CEM. CEMENT � a o 0 structural fill, below frost depth . 1 . Exterior wolls: Openings 6'- 1 " to 8' -0° - -- - 5" x 3 1 /2" x 1 /4° 3 - 3" x o.131 " noi� CLG. CEILWG Z � � °�' °�' d. Provide continuous foundation drains oround the perimeter of all A. All exterior walis are 2x6 studs Q 16° o. c. to a maximum _ _ 3 - 3" ta gage staple - � w I I hei ht of 12'- 6" , 2x6 studs � 12" o. c. to a maximum Openings 8'- 1 " to 10'- 0" - 6 " x 3 1 /2" x 5/16 " � CENTERLINE � z ,.� ,.� basement walls and ot the base of retaining walls. Contact 9 Orient lintel angles back- to- back with long legs vertical . a. stud to soie piate n - ad commo� toenaii CLR. CLEARANCE o o ^ � geotechnical engineer for details height of 14'- 6" , and (2) - 2x6 studs � 16" to a maximum a - 3" x o.t3i ' naii � vi � °' °i e. A representative of the geotechnical engineer shall verify soils conditions height of 17'- 4" unless otherwise noted. Walls taller GENERAL REQUIREMENTS: 3 - 3' 14 gage staple COL. COLUMN H �, w ,,,, than 17'- 4" shall be framed with manufactured arallam CONC. CONCRETE Z `� J "� X and types during excavation . Because geotechnical information was not P � ° Q available at the time of re aration of the corrstruction documents, we studs, contact engineer for spacing requirements. Cap 2 - 16d co�„mon a�d nau CONN . CONNECTION Q �� °� � r?� p p a. Structural erection ond bracing: The structural drowings illustrate the a� have used ossumed values based on similar sites in the area . with o double top plote instolled to provide overlopping ot completed structure with all elements in their final positions, properly 3 - 3' x o.t3i ' ooa CONT. CONTINUOUS � Construction of the foundation may not proceed without verifying these corners and at intersections with other partitions. If supported and braced . The Contractor, in the proper sequence, shall 3 - 3" 14 gage stapie CONST. CONSTRUCTION � � values. Re ort an discre ancies from desi n assum tions to overlap is not possible, strap top plates with metal strap rovide shorin and bracin as ma be re uired durin construction to 9. Double st�ds � sd ot 2a" o.c. face na�i C. P. CRIPPLE POST pi P Y P 9 P 9 Y 9 9 P 9 � structural en ineer for re- evaluation of foundation desi n . ties (Simpson ST292 or equivalent). 3" x O.t3t " naii at 8' o.c. DBL. DOUBLE f. Backfill around and above structural buttresses and retaining walls B. Gable-end walls shall be balloon - framed to the bottom of achieve the final completed structure. Contact the structural engineer - 3' 14 gage staple at e' o.c. DET. DETAIL � N � m � for consultation (not in contract) as required. U ^ �n � ,n shall be compaction - tested per the recommendations of the rafters or end- wall trusses unless approved by engineer. b . Existing structures: If construction adjoins an existing structure, 10. DouDle top plates � sd at i6' o.c. typical face na�i DIAG. DIAGONAL p ,� eo rn � C. Floor or roof fromin members must be ali ned to bear 3" x o.t3i " naii at tz" o.c. DWG. DRAWING � � � � I I geotechnical engineer. 9 9 contractor shall be responsible tor verifying dimensions, elevations, rn rn within 5 inches of the studs beneath . 3' ta gage stapie ot i2" o.c. 3 x � � framing , foundation and anything else that may effect the work shown DWL. DOWEL ,, o U � � REINFORCED CONCRETE: D. Provide 7/16° thick APA rated sheathing (plywood or on the drawings. Underpinning, shoring and bracing of existing EA. EACH � � m OSB) roted 24/16, exposure 1 , ot exterior face of exterior structures shall be the responsibility of the contractor. oo�bie top piates a - tsd common iap spiice 3 a. Concrete desi n is bosed on the "Buildin Code Re uirements for walls. Block all horizontal oints. E.J. EXPANSION JOINT L J Q X g g q 1 c. Dimensions: Check all dimensions against architecturol drawings prior t2 - 3' x o.i3� " naii ELEV. ELEVATION � " � Q rn � Reinforced Concrete" (ACI 318- 95). E. Provide (3)-2x10 headers over all door and window to construction . Do not scale drawings. � 2 - 3" ia qaqe staPie tyytcai face naii �n � > �..� b. Structural concrete shall have a minimum 28- day compressive openings, with one 2x6 trimmer and one 2x6 king stud d. Construction ractices: General Contractor is res onsible for means, 11 . Blocking between joist or rarters 3 - ed common toena�i ENG. ENGINEER stren th of 3000 si. each end, unless noted otherwise. P P EQUIP . EQUIPMENT g p methods, techniques, sequences and procedures for construction of co top plote 3 - 3' x 0.131 " noil c. Concrete shall be proportioned using Type I - II sulfate- resistant cement. F. At beam bearing locations in stud walls, provide multiple- this project. Notify structural engineer of omissions or conflicts 3 - 3� 74 gage staple EOUIV. EQUIVALENT Admixtures containing chloride salts shall not be used. stud posts equal to width of beoring member unless between the working drawings and existing conditions. Coordinate i2. ttim joist to top piate ad at s" (ts2mm) o.c. toenoii EXSTG. EXISIING d. Cold weather concreting procedures shall be provided as recommended noted otherwise. requirements for mechanical/electrical /plumbing penetrations through 3" z 0.131 " nail at e' o.c. (E) EXISTING in the ACI Manual of Concrete Practice. 2. Interior load bearing walls: structural elements with structural engineer. Jobsite safety is the sole 3" 14 gage staPie at e° o.c. EXP. EXPANSION e. Anchor bolts for beam ond column bearing plates shall be placed with A. Interior load bearing walls are 2x4 or 2x6 studs (as responsibility of the contractor. All methods used for construction 13. Top plates, laps and intersections 2 - 16d common foce nail EXT. EXTERIOR setting templates. indicated on plan ) � 16" o. c. with 1 /2" gypsum shall be in accordance with the latest edition of the UBC. 3 - 3" x o.t3� ' naii F. D. FLOOR DRAIN f. Expansion bolts shall 6e located at a minimum of 6 bolt diameters wallboard both sides unless noted otherwise. Cap with a e. It is the responsitrility of the contractor to contact the structc�ral 3 - 3' 14 goge stapie FDTN. FOUNDATION � from concrete edge and spaced at 10 bolt diameters unless noted double top plate installed to provide overlapping at engineer at the appropriote time to perfarm site observation visits. ta. Continuous header, two pieces � sd common 16" o.c. along edge FLR . FLOOR otherwise. corners and at intersections with other partitions. If Observation visits to the jobsite by the engineer are for determination 15. Ceiling joists to Piate 3 - ad oommo� coenaii FRMG. FRAMING � g. Anchor bolts for wood sill plates shall be placed at 4' -0'� maximum overlop is not possible, strap top plates with metal strap of general conformance with the construction documents and shall not 5 - 3" x 0.131 " nail FTG. FOOTING spacing with one anchor bolt at 12" from each end or corner and ties (Simpson ST292 or equivalent). be construed as inspection . 5 - 3' ta qaqe stapie � GA. GAUGE toenail a minimum of two anchor bolts per piece. B. Floor or roof framing members must be aligned to bear f, Though every effort is made to provide a complete and clear set of te. cont�nuo�s neader m stud a - ad commo� GALV. GALVANIZED � h. All ex osed ed es and corners shall be chamfered 3/4" . within 5 inches of the studs beneoth . construction documents, discreponcies or omissions may occur. a - 7ed common minimum, Toble 2308.10.4.1 face r,o�i GEN . GENERAL w P 9 17. Ceiling joists, laps over partions i. Concrete floor slabs on grade and on metat decking supported by steel C. Provide (2) - 2x10 headers over all openings in wall , with Release of these drawings anticipates cooperation and continued a - 3' x o.t3t ' naii G. L. GLUE- LAM one 2x4 or 2x6 trimmer and one 2x4 or 2x6 kin stud g . (see sectton zaoa.to. a.� , robie 23oe.to.a.i ) a - 3" ta a e staPie GYP. GYPSUM /GYPCRETE �„� E,,,i framing shall have sawn or tooled control joints at a maximum spacing 9 communication between the contractor, architect and en ineer to 9 9 each end, unless noted otherwise. HDR. HEADER � of 15'-0" in each direction . Locate control joints along column gnd provide the best possible structure. These drawings have been J - 16d common minimum, Table 23oa.� o.a.i foce na�i lines where ossible and rovide slab isolation oints around columns. D. At beam bearing locations in stud walls, provide mulitple- re ared for the use of a ualified contractor ex erienced in the 18. Ceiling joists to parallel rafters a - 3' x o.t3t ' na�i � p p 1 P P 9 P (See Section 2308.10.4.1 , Table 2308.t0.a.1 ) HORIZ. HORIZONTAL Concrete covera e for reinforcin steel ACI 318- 95 stud posts equal to width of bearing member unless construction techni ues and s tems de iCted. 4 - 3' 1a gage stapie 1� 9 9 � ) 9 YS P � � 1 . Concrete cast against and permanently exposed to earth 3" nated otherwise. HT. HEIGHT 2. Concrete exposed to earth or weather : 3. Floor Construction : � 9. ftafter to piate 3 - 8d common toenaa INT. INTERIOR � � � A. #5 bar and smaller 1 1 /2" A. Provide 3/4" thick APA rated Sturdifloor rated 24" 3 - 3' z 0.131 � nail (See Section 2309.10.1 , Table 2308.10.1 ) INV. Ir1VERTE� � /� 3 - 3" 14 gage staple K KING STUD ~' VL/ B. �/6 through #18 bar 2" o. c. , tongue and groove exposure 1 . Glue and nail 2 - ad common roce naii 3. Concrete not exposed to weather or in contact with ground: panels to all supports. Install sheathing with long 20. 1 " diagonol brace to eacn stua and piate JST. JOIST 2 - 3� x 0.131 � noil � r� A. Slabs, walls, joists (#11 bar and smoller) 3/4" dimension perpendicular to joists and end joints 2 - 3' 14 gage staple LAM . LAMINATED M B- Beams, columns 1 1 �2" stoggered. 21 . 1 ° x 8' sheathing to each bearing wall 2 - Bd common face nail LLV LONG LEG VERTICAL � � �rl �.J B. Provide solid blocking between floor joists at all bearing LONGIT. LONGITUDINAL `�� REINFORCING STEEL: locations. Blocking moterial shall motch the floor joist 22. wider than 7 " x e' sheuthing to 3 - 8d common foce nail H� moterial . each beoring wall LTWT. LIGHTWEIGHT � a. Detailing, fabrication and placement of reinforcing steel shall be in 4. Roof Construction : CONNECTION SCHEDULE 23. euiit-up corner studs 16d common 24' o.c. LVL LAMINATED VENEER LUMBER � ^' O accordance with the ACI Manual of Concrete Practice. A. Provide 5/8" thick APA plywood Sheathing rated 40/20. 3' ■ o.t3t" non ts" o.c. �SL LAMINATED STRAND RIM MATERIAL � �•�•I ^ b. Except where otherwise noted on the drawings, reinforcing bars shall exposure 1 . Instatl sheathing with long dimension � SIMPSON HS 3" ta goge stapie t6" o.c. MAX. MAXIMUM � � conform to ASTM Specificotion A615- 79 and shall be grade 60 except perpendicular to rofters or trusses and end joints �B SIMPSON LSSU210 2a. euiit-up girder and beams 2oe oommon at 32' o.c. face noii at top and MECH . MECHANICAL � ties, field bent bars where permitted by note on plan , or bars to be sta99ered. 3' x o.t3i ' naii at 2a' o.c. bottom staggered on MAT'L MATERIAL � ^ ry welded, which shall be grade 40. 8 . Plywood sheathing shall be applied continuously over the QC SIMPSON IUT14 3" � 4 gage staple at 24" o.c. opposite sides MANUF. MANUFACTURER � � �J-•1 c. At splices in concrete, lap bars 36 diameters. Do not weld or use primary roof inembers (rafters or trusses) below Qp SIMPSON U3516 SLOPED - VERIFY JOIST WIDTH = 2 5 16" MIN . MINIMUM � Q mechanical splicing devices unless specifically approved by engineer. overframed areas to provide adequate lateral stability. � z - 2od common face naii at ends ond at (N ) NEW d. At corners, make horizontal bars continuous or provide corner bars C. Provide wind seismic anchors ot su orts for all roof QE SIMPSON LU210 3 - 3' x o.i3i ' na�i eacn splice NOM . NOMINAL � � / pp 3 - 3' 74 gage staple ta match horizontal steel . Around openings and steps in concrete, joists and trusses. See nailing schedule. O. C. ON CENTER O provide ( 2)- #5 bars extending 2'- 0" beyond edge of opening or step. D. Provide solid blocking between roof rafters, trusses and � SIMPSON WPI411 . 88 25. 2' pianks ted commo� at eaon bear�ng OPNG. OPENING (� � l e. Extend reinforcing steel o minimum of 24" through cold joints. Unless lookouts at all bearing locations. Blocking material shall Q SIMPSON ITT11 . 88 2s. coiior t�e to rafter 43 -310d �C13'mon�'I foce �ou OSB ORIENTED STRAND BOARD � r � ^ �/ specifically located on plon or details, coordinote cold joint locations match rafter, truss chord, or lookout material. F! PLATE `� with engineer. 5. Wind Bracing: Q SIMPSON ITT3511 . 88 4 - 3" 14 gage staPie race naii PLYWD. PLYWOOD Mr�� f. Welded wire fabric shall conform to ASTM Specification A- 185. Lap A. Walls over 4 feet long which are sheathed with gypsum 27. Jack ratter to n�P 3 - 10d common toena�i R . O. ROUGH OPENING � O � � welded wire fabric a minimum of one full mesh plus two inches. Laps wallboard on both faces and are indicated as shear walls � NOT USED < - 3' x o.i3i ° naii shall be wired together. on plan have been designed to resist wind forces in �J SIMPSON CJT6 a - 3' ta gage stapie RAD. RADIUS Metric bar size conversion table: accordance with Table 25-I of the UBC. REF. REFERENCE � � r� � 9 REINF. REINFORCE/REINFORCEMENT aj'� METRIC INCH- POUND 8 . At shear walls, screw 1 /2" gypsum wallboard to all studs 2 - tsd commo� face naii #� p #3 and to top ond bottom plates with #8 X 1 1 /8" drywall 3 - 3' x 0.131 " nail REQ'D REQUIRED � 3 - 3' 14 gage stap�e RET. RETAINING ^ � �+ #13 #4 screws at 7" maximum spacing. � #� g #�j C. Exterior plywood or OSB wall Sheathing is required unless 28. Roof ratter to 2-by ridge beam 2 - 16d common toenall REV. REVISION #19 #6 specifically deleted by engineer. 3 - 3" : o.t3t ' �a�i R . S. ROUGH SAWN � �1 3 - 3' 14 gage staple SCHED . SCHEDULE #22 #7 #25 #8 STRUGTURAL GLUED LAMINATED TIMBER_ SECT. SECTION � #29 #9 2 - 16d common face nail SHT. SHEET � #32 #� p a. Materials, manufacturer and quality control shall be in conformance 3 - 3" x o.i3t " naii SIM . SIMILAR #36 #11 with AITC Product Stondard PS 66 - 82, "Structural Glued Laminated 3 - 3� 14 gage stopie SPEC. SPECIFICATION � Timber�. 29. Joist to band 'pist 3 - 16d common face nail SQ. SQUARE STRUCTURAL WOOD FRRMING: b. Laminated members shall be fabricated using Douglas Fir with the 5 - 3" x 0.131 � nail STD. STANDARD � following combination symbols: 5 - 3' � a gage stopie � 30. Ledger strip 3 - 16d common foce nail STL. STEEL a. Except where noted otherwise, all 2" nominal lumber, except studs, 24F- V4 Simple- span beams a - 3" . 0.731 � nail STRUCT. STRUCTURAL sholl be Douc�las Fir- Larch #2 and better, and all solid timber beams 24F- VS Continuous or cantilever beams a - 3" ia gage stapie T TRIMMER and posts 3' nominal and wider shall be Douglas Fir- Larch #2. 3 Columns T&B TOP & BOTTOM 31 . Wood structural panels and porticleboard:b 1 /2" ond less 8d`'� (per KRM)Q b. Studs sholl be Stud grade and better pouglas Fir- Larch or Hem Fir. c. All members shall be Architectural Appearance Grade, unless indicated s�bFloor, roof and waii sneatninq 2 3/a' x o.t3t ' na�i " T&G TONGUE & GROOVE c. Built- up posts shall consist of Douglas Fir- Larch or Hem Fir #2 or otherwise by the architect. f = T.O. C. TOP OF CONCRETE (to framing): 1 3 4' x 16 gage better 2x4 or 2x6 studs per plan and shall be nailed together with 2 d. Protect members from damage or exposure to moisture prior to and i9/32' to 3/4" 8d (per KRM)9 T. O. F. TOP OF FOOTING rows of 16d nails � 6 " on center along each stud. during construction . 2 3/a" x 0. 137 " nail° T. O. L. TOP OF LEDGE d. Built- up beams consisting of multiple 2x members shall be nailed e. Adhesive shall meet the requirements for wet conditions of service. z is 9°9e� together with two rows of i6d nails spaced at 12" on center, or f. Do not camber laminated members unless indicated on the drawings. �/e' to t ' ed` T. O.M TOP OF MASONRY designed by TDH with two rows 1 /2" diameter thru-bolts spaced 24" on center. e. Top and bottom plates shall be Douglas Fir- Larch or Hem Fir #2 and STRUCTURAL STEEL: i t /s' to i 7 /4" tOd° o� ad° T. O. W. TOP OF WALL drawn by Single Floor (combination subfloor- 3/4' and less 8d° (per KRM)a THRU THROUGH better. Plotes laced directl on concrete walls or slabs sholl be under�a ent to framin � e' to 1 � 8d° CheCk2d b ressure- treated Hem Fir 2Y � 9� ti /a" to i i /a" ioa° or ad° TRANSV. TRANSVERSE y p # a. Structural steel shall be detailed , fabricated and erected in accordance TS TUBE STEEL COLUMN f. Wood beams bearing in beam pockets in concrete or masonry walls with the most current editions of AISC Specifications and Code of 32. Panei siding (to fruming) t /2" or iess sd' ISSU2d shall bear on a treated 2x6 bearin block. Provide 1 2" clearance 5�8. �� TYP. TYPICAL 9 � Standard Practice. U .N .O. UNLESS NOTED OTHERWISE around end of wood beom . Block against sides of beam pocket with b. Structural steel rolled shapes, including plates and angles, shall be � 33. Fiberboard sheothing:9 1 /2" No. 11 gage rooFlng nuil VERT. VERTICAL PERMIT 09 � 8 03 treated 2x blocking to provide laterol support for beam . ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall sd commo� �au g. Within floor joists spaces beneath solid or built- up columns noted on be ASTM A53 grade B or ASTM ASOI . No. 76 gage staPie' � V. LF. VERIFY IN FIELD REVISE � 02 �� rJ �04 plans, blocking of area equivalent to column above shall be provided. �, Tube shapes are actual size as specified on plan. Pipes indicated 25/32' No. 11 gage roofing nail W. F. WIDE FLANGE Door or window trimmers consisting of a single stud do not require on plan are nominol (approximate inside diameter) and refer to AISC ea commo� naii W. P. WATERPROOF special blocking in the joist SPOC2. No. i6 gage staple' W. W. F. WELDED WIRE FABRIC pipe schedule dimensions. h . Except as noted otherwise, minimum nailin shall be provided as specified d. All bolts used in steel framin shall conform to ASTM S ecification 3a. interior poneiing t /a" ad � WD . WOOD in the "Nailing Schedule" on the drawings �2000 IBC Table 2304. 9 . 1 ). A325. Anchor bolts and bolt9s used in timber connections may be i. Bolts used for wood framing connections shall be installed with ASTM A307. Bolt sizes shall be 3/4" diameter unless noted 3/s" sd " W� WITH NO7ES TO TABLE 2304.9.1 W�O WITHOUT standord washers and nuts. otherwise. j. Unless noted otherwise, steel connectors such as those manufactured e. Bolts used in structural steel framing shall be the break- off, torque Fo. si: i inch = 25.4mm. 2 3/8' ■ 0.113� nails a�a s" x 0.131 � nails are standard 8A and 10d Gun �a�is. by the Simpson Company shall be used to join rafters, joists or beoms indicating type, or torque inspection shall be provided as required by to other beams at flush- framed conditions. Use all specified nails. the building inspector. a. commor� or bo■ r,o�is are permitted co be used except wnere ocnerw�se s<o�ed. ConneCtO� CondiliOns not ofherwise noted Sft011 UtiliZe T e U O� T e b. Nails spaced at 6 inches on center ot edges, 12 inches at intermediate supports except 6 inches at supports where YP � {. T�iCO� framed beam connections ShO�� COf1515t Of PaIfS Of 1 �4�� angles spons are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, HU hangers of a size specifically designed for the member supported , using the maximum number of bolts called for in Table II - A of the ' as shown in the manufactu�er s published tables. Contact structural AISC Manual � ASD Ninth Edition � . refer to Section 2305. Nails for wall sheathing ore permitted to be common, box or casing. engineer for details as required. g. Expansion bolts shall be wedge type "Hilti", "Rawl ", or "Red Head" or c. common or deformed shank. d. Common sheet k. Wood nailer plotes installed on steel beams or concrete walls for top- approved equivalent with the following minimum 2fT1b8dfTlellLS: e. Deformed shank. flan e han ers shall be ri ed to match the width of the wall or beam _ _ f. corrosion-resistar,t siding or casing na�i. g g pp � �2�� diameter - - 2 � �2 9. Fasteners spaced 3 inches on center ot exterior edges and 6 inches on center at intermediate supports. flange. Nailer plates supporting top flange hangers from one side only 5/8" diameter - - - - 3" n. corrosion-resistant roofing nails witn 7/i6-inch diameter head and 1 t /2 inch length for � /z-incn sneathiny ond shall be installed flush with the face of wall or beam flange at the 3/4" diameter - - - - 4" i s/a ��cn length tor 25/32-inch sheothing. hangef locations. h. Adhesiv2 anchors C011ed fof on the dfawings shall be glass copsule i. Corrosion-resistant stoples with nominal 7/76-inch crown and 1 1 /8 inch length for 1/2-inch sheathinq and 1 1 /2 inch I . Manufactured OiSts shall be from af1 a roved manufacturer and Sha�� length for 25/32-inch sheathing. Panel supports at i6 inches (20 inches if strength azis is the long direction ot � � j PP types such as "Molly Parabond" or "Hilti HVA" onchor systems. tne panei, uniess otnerw�se markea). be equivolent in lood carrying capocity and deflection criteria to Minimum embedments, if not specificall� indicoted on the drawings, j. Casing or finish �oas spaced 6 ��cnes on ponel edges, 12 �ncnes at intermeCiote supports. TJI�PRO 350 series joists in depths and spacings indicated on plan . shall be according fo fhe manufacture� s specifications. k. Panel supports as 24 inches. Casing or finish noils spaced 6 inches on panel edges. 12 inches at intermediate supports. Provide blocking, bracing, web stiffeners and other accessories as i. All welding shall be done by an AWS qualified welder. i. For roof sheathing applications, Bd naiis are tne minimum required for wood sv�cwrai pa�eis required by manufacturer. j. Delay painting within 3" of field welds until welds are completed. m. stapies snau nave a minimum crown widtn or 7/is incn. k. Where CO�fOSiVC SOiI conditions BXiSt, steel �n91eS thOC are used t0 n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor und wall sheathing and 3 support exterior stone veneer shall be galvani2ed and shdll be attached inches on center at edges, 6 inches at intermediate supports for roof sheathing. t0 [he foundation wi�h galvanized Of StOi� 18SS steel expansion 4flChOfS. ' � ' � p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. J � B # 0308 - 21 q. Items noted as "per KRM" have been chonged from the IBC schedule to a more restrictive requirement. ��pp�REGISrF� ;��p. liE/✓.+vG�;�\�'} � � 34167 . ' -o . � y°�,`�.. F .o� >>', . /piJ ;L � � _>' � � � 9 �r „ c � 01 U � .� Q o N Z a0 c0 c0 O O Z � W � Q� m 8'- 4 1 /4" C z Z r� r7 ( VERIFY W/ ARCH . ) �j � � o rn rn F � w ,�,� tc� Z c m � oQ �c, Q o � Q� F � ao � �� G� J Gp� � � � � � ^�+� I : p � � � i io � � U N � � � �. � - - - � - � - - - - . .- . - - - - - � - - - - - - � - - - -- - - - . . . - - - - - - - - - - - - - - - --' p c° _ _ _ _ . _ _ _ _ _ _ _ _ _ _ __ _ _ L � � � � � _ _ _ _ _ _ _ . ' _ _ _ __ _ _ _ _ _ '" _ _ _ . _ _ i � i .. _ _ _ _ _ _ _ _ _ _ _ _ . . I � �i 7 Ol Ol � X � 7 V � JA �� , '� � -- - - I f- I - - - - i - - -� ', I � m � m � � 3 � OX � � � I . I � I � I N • � \ ' _ _ _ _ — _— — A i il i il � . - _ - . . . _ _ _ _ - . _ _ . - _ _ _ . . � Q � � s5 Q e- � I I I - - - - Y � > ��. � - - - - - - - - — - - - - - - — - - - - - - - - - - - - - - : - - - - - - - - - - - - - -- -- - - - - - - -- - - - - - - - � � ��. , � - - - -- - - - � f� , � �� i , I i � - - - - - - - - - - - - - - - - - - -� ; � I � i ' � ' � L� A o`L+1 ' � I � I � I I I � I I � � � �`�+� � ; I I I � � I I � I� II � I � ��ti � ; �' � JA ! I I � I I , I I I � � � � I A�F,� � � - - � I ;- I � �� , � � - - - ��; - - ; - � - �� - - -`� �i �� '', � `-' , ,; � , , - _ � � � i 'I ; I _ _ _ — — — �I ' I —i �i �, as'- o � �, I � r� � T. O. (E) SLAB w � I I � I > � � I � J, 89'- 0 � � T.�B � I o �1 � � � � � � — — — — — — — � w j _ � �— ; � —� — � ,_ - - - � � � � � � � I I � I I REMOVE (E) FNDTN . � � � ; I � I I WALL � � ^ � � � � I I I ' ' !� � 4 M I � I �I v..r � SS I � � �4 � � I i �� ' � H� � � (E) T. O. W. = 89'- 0 � (E) T. O. W. = 89'- 0 (E) T. O. W. = 89'- 0 (E) T. O. W. = 89 ' - 0 � T. O. W. = 89'- 0 — — — — � O � � � I � � (E) T.O.F. = 78'- 4 (E) T. O.F. = 80' - 4 T. O.F. = 81 - 10 ( ) TA F. = 4 - T. O. F. = 76 - � , 1 - - ' - - - � _ - - - - - - - - � - - - �- - - - - - - - -- � � � � - - - - - - - - - � - - - - - - - - � � - _ - - _ - - - - - _ - - - - - - - _- _ � � (E) ' E 8 ' 4 8 � , � � f - - - - - - - - - - - - � � � - - - - ---- '� - - - � - - - - -._ ,� _ - - - � �. _ . _ _ �_ _ _ - - - - y _ - - -- - - - I - - I _ :..� � � � �/-� O T. O. W. = 89'- 0 � � I � � 3 #5 DWLS x 2'- 0 EPDXIED INTO � I � � � ~ � T. O. F. = 81 '- 10 I I � S5 PRE- DRILLED 3/4" 0 x 6" HOLES I SS � O }, �8� 9'-_0�� 2' - 8" � � 12" O. C. , TYP. �I I I T.�SLAB I T.O. W. = 88'- 4 I � r', � °' I 10'" 1 '- 0" F.O. F. = 76'- 8 T. O. W. = 87'-2 3/4 � M�1 I T. O. F. = 76 ' - 8 � Z � � � � STEP T. O. W. = 88'- 4 T. O. W. = 89' - 0 10" S5 Q . T. O.F. = 80'- S STEP T. O. F. = 76'-8 I �� M--I T 0—F - - - - - - T.O. F W 12x35 ( 87'- 2 3/4) BM. PKT. I � � � rT, � hyi I ^ � _ _ _ _ _ BM . PKT. ao „ - - — _ _ _ - - - - J J L � � i , _ oo ,zr_ 8., � STEP gg•_ p I � I I 2 4" CONCRETE SLAB ON 4" CLEAN GRAVEL BASE T. O. F T. O. SLAB � � ON UNDISTURBED GRADE OR COMPACTED I � � � T.O.W. = 89'-0 I I � S5 STRUCTURAL FILL PER SOILS ENGINEER. 4 � � ' NORTH I I T.O.F. = 82'- 8 T� REINFORCE SLAB WITH 6x6 - W1 . 4xW1 . 4 WELDED I — I N � F O U N D A TI O N P L A N � � WIRE FABRIC THROUGHOUT. PROVIDE 1 " DEEP i �� I � STEP SAWN OR TOOLED CONTROL JOINTS AT 15'- 0" L J SCALE : 1 4 " = 1 - 0 � Q � I I � j I I � W cP �� T. O. F MAXIMUM SPACING EACH WAY. g7Ep �yQ � 1 O PLAN ND � S N � � o� o J �oZ � I f BM . PKT. W � 2x35 (87' - 2 3/4) TA.F � S5 �' v�i cn c� I I S6 � 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: � I � -o I � � I T. O. W. = 89' - 0 w BM . PKT. T. O. W. = TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING i q� c^ I I T. O. F. = 73'- 8 a m T.O.W. = 88'- 0 � � o a I THESE ELEVATIONS RELATE TO 100' -0 AS A REFERENCE ELEVATION AT THE � I I � � T. O. W. = 84' - 0 MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. T. O.F. = 80'- 0 I � I I � � T. O.F. = 73' - 8 I I #5 DWLS x 2'- 6 8 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING - - - I I EPDXIED INTO T.O. W. = 76'- 4 S5 CONDITIONS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED . PRE- DRILLED - SLOPE I T.O. F. = 73'- S N r. o. w. - -� B e � 3/4"oXs" HOLES � � cO designed by TDH � STEP � � Z � � - � T. O. W. = 79' - 6 io 3. STEPS IN TOP OF CONCRETE WALL INDICATED : � � � � I T. O. SLAB T. O. F. = 73' - 8 � � drawn by MAB 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION �O T. O. F / � I � - - — — — — — _ _ _ I checked by WALLS UNLESS NOTED OTHERWISE. � � 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" - - - - - - - - - - - - - — ISSU2d THICK x 16" WIDE UNLESS NOTED OTHERWISE. � \ / / ��e g PERMIT 09 /18 /03 T. O. W. = 79'- 6 � 9 6 . ( XXX'- XX") INDICATES TOP OF STEEL BEAM ELEVATION . \ 84 _ O r T. O. F. = 73'- 8 S5 SS REVISED 02 /05104 7. DO NOT SCALE DRAWINGS. T. O. W. = 83'- 0 \ T. O. SLAB I T. O. W. = PER A H . T. O.F. = 78' - 8 \ � � <0 1 I T. O. F. = 75' - 8 � \ 9� � \ � \ � SPREAD FOOTING SCHEDULE � TYPE SIZE REINFORCING STEP � T. O. F A 2'- 0 x 2' - 0 x 1 '- 0 (3)- #5' s x 1 ' -6 EA. WAY SLOPE sheet 8 2'- 6 x 2'- 6 x 1 '-0 (3)- #5's x 2'- 0 EA. WAY T. O.W. \ > \ � 11 1 '- 5 1 /2" � S5 � � 2' - 5 3/4" 9'- 0" 9' - 0" 2' - 5 3/4" 1 '- 0" 15'- 0° 24' - 4 3/4" , ao' - 4 3/4° JOB # 0308 - 21 �Q�p�REG/Sr� .. � . � �O�,.D, HEIy,yG, c�i � > j , , � S 3't � � . . 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I �_ _— — _— _— � —_— — _— _— -� $� — — — �-�- - - - AC � EE L O (N ) BR ES � STEE �,+`O I � � � � o � I BEAMS, TYP S \ ` \ _ . _ T� CONTACT ENGINEER TO � SECT. 2/S6 ) � I � o w o T o i 2 VIEW (E) CONNECTIONS M Z � � S6 OF 2x12's TO STEEL ° � � °' � °�' ■ ■ ■ - �n - v v r`� � x x N 9� .- � � T. O. PLYWD . � 00 3 �, I / I " X i designed by TDH / � ;� drawn by MAB G A R A G E R O O F / � � � � � � ' � �� k�� +` NORTH ; � issued FLOOR FRAMING PLAN SCALE : 1 4�� _ � � - o " ;,--1 ; ° TYP. _ � PERMIT 09 /18 /03 ' �` I REVISED 02 05 /04 PLAN NOTES : -�� 2+� � � � � t . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: ,, � 2��o aEC�sTF9 ; p . � ;•o. �N�eFo ' � :� �o � ,�c , c� �ti . , � II � ---- ,' � �; : g4967 '� �, �,� �;,�°. � (2)- 3/4"�x1 '- 2 LAGS — - — — — — - 4 • �e° ,. %� ,"'o , ,..^ . �_ . � Sx12 � � �'�� ,� �.� - - - — - i - - - -r - - --- - - - - - -- - - - --- - - --- - - - - - - - - - i FEB 9 „ i i . . _ (2)- 3/4"0 THRU- BOLTS � - (2)- 3/4"0x1 '- 2 LAGS i I � I 8x8 _ _ ' � � ��. �� 'i I ', � O� U � (2)-3/4°0 THRU-BOLTS N o 0 � N zm � co � � I � _ _ _ - ' � -O Q O O _ _ _ _ _ _ I�, �� Z � UO O� O� -- - — � W I i (2)- 3/4"0x10" LAGS , i I � z ,.� ,.� �E) � 4)- 2x8 I �� vi � °i � Z 8x12 BEYOND �� I Q .L o � o � NOTCH 8x18 FOR BM � J � °' J �`" I � � � Sx12 ' � � •- I , Z �' � i I� O � N � M � aX� B . _ _ ___' _ _ ____ _ _ _ _� � — — �_ _ — — — — _ — . _ . _ _ — — _ — _ . I � O y� c� O� I � rnrn I � I y � � � � 2 SCALE: 3/4° = 1 '- 0" 1 SCALE: 3/4" = 1 ' - O" � Ii � � � o U � Q � O X sa i ii I Y � � > �� S4 � I I I ��+ � Q TYP. � BRG. ? \ ' � I I ��O �2+6 2+6 � 2xt2's � 24„ S i - -:: - .: - - - - - I- - I � $ � � r i REINFORCEMENT SUCH AS BUILD NEW 2x4 WALL � x 18 .. .. •. � • • •. -� _ . -fl _ _ _ _ � _ _ ,. . _ _ lr _ _ _ _ , �'I i RAISED ROOf OR CONTACT i i I � I � ENGWEER FOR REQ'D WALL � ' ' I i � ; I � il � I i I � i CONT. POST LOCATIONS. I � , I � I � � � J � I , i . _ - - m �II 1 �I � . . . - _ ' . - - - _ - _ - - . . . _ . - __ I ` - - : i ^ ' n• i � Ill � _ . .I _ _ . i _ _ ` . II . ' i _ I _ _ _ ' _ .I _ _ " I . _ ' _ _ � _ _ _ _I _ ' _ . _ _ _ _ _ r . ' _ _ i _ _ _ _ .i _ _ _ � _ _ _ - _ _ _ . _ _ _ .. _ _ _ _ - _ _ _ � _ . _ - ='I �^ � I I I I . . Ir I I I � � , �. � I. 1 i . I _ _�i . I I I - __ _ , - _ __ _ i i �T � � � �i � _ - 7___ i � r' __ _ i i w ��;i I i Il ' � I I � � � `J ', �I x �', IF; 7 � � �� i I I � � � I II I E �16' 11IJI s �� 16 O, C. I � � Q� I--I M � i �i � � i � i I I ' i � i i � l � III L _ i LIII _ I ! III I - - - �- - II I �. � i i . � �. i ' � �.J ' ' � 911 ' I I ' � I �� I� II �- :lllr-'- I Hilf': - - - � �=ill �l �. i I '� � I I i I , I � I � � � ; ' A/ JFy , II ,i I , II I II� III III �,, I (,., III � IIIwI II � ! I I I I I I I � � I I ', ' - - - - F' C� � i mi � I i F alll a a i � iai i i I I I I I I I I I � ' ' � M�---1 � � , p S� � � oll � I � I� III , - � � � i � �� i � II lil �l I ' I I I I � I I I I I I I I ', ' . ; R I A I'� B � ' � ' � II `�� I . �� II, ;�_ - _ _ , 11 '� ~ � � II � - . = ' ., II ~' � I I ! I I I � � � -� � �� _ � �� ` ' F S L z � �i I � �� ;-., I � .-„ I I � I I I I I I I I � , , 2 2 {, � � T F` I �..F ,� , � � _W_� , II IIIw � I I I I I I I I I I I I , � M +B +� '� B ,' - � � I I �� I I 6' �� 1 ... I I I , I ', ; b�.J I I 1 �rh'� � II III`"f I I i I I f I I I I 1 I I I I � � � - E)- - CON . �� 5 -l � x ] - L _ _ . � � ( N 6 �4x 5 L R 5 1 �8 18 . L. � _ _ _ �1 Sx12� G. L. ' � II� III I II I I I III 1 � I � 1 I I I � ,� � � � �;1r!� "Yi' ` - ^ - s. _ fi .� R -- � - ; ; L - - - - - - -- ' ! I I III I II I I I III i i I I I I I I I i T � ~�! 2 _ _ � �- I ' I I II i II � i ' �� ! � , I I I I I III I I IIII II I I I III I II a ; I � I I I I I I I i I � , `' � O � �f I I u _ ' I � I III III I II III i I I I I I I � ^ S4 i I I I II i ii i ' ' ' � I I � � III I I IIII I� I III I I I III I C T (E) JSTS. i I I I I I I I � � � � II '� i I � � � I I I II I II I I � ' I I I � � i 'i I I I diiii I I ii il � I I I � II � I B ' C TO QN � 1WALL1 I I I I I I I i ' �q � � , I I i i II I II I I � �� " � � I I I I I � I I I I I I I I � � � � � QE TYP I I I � I I i ii i ii � I I I � _ � �� ,� I I ��I� � , � _ - _ _ - - __ " '� I I I I I I I I � � � E 16 TJI"s � 16° O. C. � � ' ' � � L F � O y i i � � � I I �- � � T I I I I I I I I � '�1� Q / ' i � o � � , � I I I I - � � ' i i I I i � �O ' 2 '- 1 3 4x1+1 7 8 LVL � I I I I I I I jm J � � / / � ' � J I J I �. �. J i i � � � I � �O Q � � � � � �. � �I — : � � � I � � � w' '' ' I I I i I F + x 6'- 0 IN WALL BELOW I I I I I I i , 1�I O ' i , ' � I � �I I I II I II I ( I cp i I I � i i I � I I �i � ��QQ ' I I � I � l I I ' ' u r l � � 2xY 2's � 24" � x i x ! I I I I I I _ I I x ! I I I z ', ', I I I I ' " ` ! i I ' � � � � �—/ I I I I I I ' " ' w � � n Q � ' � � . � I � II I II � I � i � I � �� I i I I � I , � II I I � I I I � I I 1 � 1 � _ "� I d' TYP! "� I I J I I I I I � I I I "� QD TYP I "� � I ' ' I I I I I I � +� � � � � � � � � � � � ( 1 ) 1 3/4x76 LVL , � I o ' o I � 1 - 3 4x16 LVL � I I � ' o � � � I , � � � � � � � � � � � n M � � � � � W N � a+ 7 . O N I I I I I I . I I � N G, �'F 7 ' O N i , � i i , , _ - -i � � i i ' �i i i ��, �1 j i i � I v �. � . i I i ii � J i i I i i i i i ii ^ — I � i i i � � � �• � .� ,y 6, �� I I I w I I I w I I I i..• � ,� 6. �� 1 J � _ � ii . ,� � + vi ' � I ,� �� > /i � 1 i _ _ _ _ . . _ _ _ - - - _ _ - - - "t _ ' 1. .-- ' — .C - - _ . _— . . _ .; _ ' _ _ _ — _ . — � ,� S� � l � i i � i � , �. �, J � u i- , _ ffr• �—�-� i_ _ i � � =- I�'-F � . _ � - i� • ' _ -� :, ��: „ > � � ! i , �' �Q � , � + � II c� � � � 1 ' T I /P 0- 31 � � � � 16" TJ��PRO- 350 +ra io � io I I i � � � 24' � O. 0 � � 24" ' d. C. � � � _ _ _ J M I — — M I i I I — _ _ _ I I I � - - - - - - ' � RM S. �fYP. I z I � ORM � TYP. �y �� I i L�.� �� , - � I I I I I I � i - I � I I i � - � � I m y I � � � I � � I I I €. - o i I I ' i � ' � � � ' ', I � ! I I � I � � ; x x � - - - � i � I � I i I II ; � II �n i � I - � `� `� RAISE ROOF PER ARCH . � � _ � �.., � � � � � � � � ` � � - - - ' ( SHOWN HAFCHED) - J, �� - - - - - - � - � - - - ' - - �- - - �-- -� - - � ` - � � - - - - �— . � - ° �,-a ; — - - r - - i - - r -- - ii � I � � � � :. . . .. :.-¢ - - ` . I �Oe T . I , � O _ YP � r � i� I CONT. 2x12 �,+�0 BENT HEADER : 1' +� BENT HEADER: �' _ - i ' I SUB - FASCIA ( 3)- 2x10 LAPPED � ( 3)- 2x10 LAPPED & BOLTED W/ ( 4) - 1� & BOLTED W/ (4)- `� � � II � 5/8" � THRU-BOLTS +6' � 5/8" � TNRU -BOLTS +6` I � APEX � APEX � +0 I I I SISTER 2x� 2' S OR TJI 's � N � �" Z � z�_ 3�4�� N � I designed by TDH TO (E) RAFTERS W/ cn � a � t u� MAB Q � THRU- BOLTS � Q drawn b (2) - 10d NAILS � 6' O. C. Y (PACK TJI WEBS SOLID) m � � m checked by J � I �� `�J � I I � issued > � °0 .,^ � % �0 � i \ I PERMIT 09 /18 /03 '� _ �,\°` '' � i i '� REVISED 02 /05 /04 X � i � � I � Mi �� I _ X � - I I I M 11 �-- - - - NORTH � � - � ROOF FRAMING PLAN ~ � ` �� - ~ SCALE : 1 4 " = 1 ' - 0 " o � �1 +� s4 � ,�' o I _�� . .o�s - - � T PLAN NOTES : P - -- - - — � � � ` ! � — l — �- 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 86'- 0 S" THICKENED L�s6 T. O. SLAB ' �°�� D #5 x 4'- 0 HORIZ. #5' s i! i� = BEHIND BM. PKT. co ;�>,.,, HO IZ. 2x6 STUDS � 76 " O. C. W/ � /2" PLYWD. OR OSB " : , � �RpO RE��S�,F 3/16" SHEATHING � ' �o�'��0 ••�'G2�-,9a' , 87'- 2 3 4 S T. O. W. & 1 /2" 0 x 10" A.B. 's � 48" O. C. g ' � �; 3416T � T. O. STL. J1 � a � W CONT. TREATED 2x6 F'� 6 SCALE: 3 4" = 1 ' - O" � �� • SHIM & NON- SHRINK S5 STONE VENEER 2x6 STUDS � 16 ° O. C. W/ /� � � i GROUT � BM . PKT 84'-0 (1 )- #4 CONT. HORIZ. PER ARCH. � 1 /2° PLYWD . OR OSB �y � � . ° 1 /4" STIFFENER PLATE T � W SHEATHING � FF� � �� ' EA. SIDE, TYP. I� � 86 ' - 0 1 /2" EXP . MAT'L, TYP . #5 x 2'- 0 BEHIND � T. O. SLAB � ° 1 /2" 0 x 10" A.B . 's � 48" O. C. BM . PKT. W 12x35 � tw = , IN CONT. TREATED 2x6 F�' 8" THICKENED SLAB EDGE W/ (2)- #5's c � � `i��ii� � � � CONT. HORIZ. 89'- 0 �' v �' L 6x4x5/16x0'- 10 (LLV) W/ a ,p � � REINF. W/ _ 'N 4 - 5's HORIZ. � �% ' T. O W. � o � ) # ( 2)- 3/4" � x 3° EXP . ANCH . 's 3•_ p � �� s 6" A. AY � I . � z m � � CONT. BELOW BM . ` e ° o i d ° ° ° II U � Q o °m °o� PKT. ELEV. , TYP. `° 4 DWLS x e HO B L CA N g4'-6 �pE ,° � aa4 I Z � � rn rn � � 24" O. C. � ° ° < � - T.O. SLAB a,� � a ° - � w I I "`°��°��°��o� a � � 2'-0 � o '��, �'� ,� .F >� I e � 6 N � rn rn 1 ��i,\�io��j a a ' ' � ° � 'n � �'` '��'� Z � ro H r%3 X �� , _ o a a! ag" � ° � �� ro � �� STONE VENEER `� <�%°%°'��y�o°j � � � � 5 SCALE : 3�4" = 1 ' - 0 � � � � � PER ARCH. `��`;�`i,�`; a a (n •� 12 SCALE : 3 4" = 1 ' - 0 " �,,�< m S5 CONT. L 4x4x1 /4 W/ Z S5 \ 1 /2" � x 4�' EXP. ANCH. 's 5 ° 5 p 0 ^ CONT. L 4x4x1 /4 W� �� 24° O.C. U ^ � M ,� 2'- 0" 1 /2" � x 4" EXP. ANCH. 's � ea (4)- #5's PER p ,n � � � � 24" O. C. I I EXSTG STUD WALL ,� � SECT. 12/S5 � � � � � � II � ;' oornrn a 1 /2" EXP . MAT'�, TYP. p I � � m . a • • a y � a i J O Q ° . � ° SEE ARCH. FOR STAIR 4" °4" I 89,_Q � #5's VERT. � 16" O.C. Y N � > fl, v � RISE AND RUN T1P. 4" CONC. SLAB PER PLAN � � � �i/�j\��i\� � � a • . a ,� . � . , i T.O. W. �E� "' °j� e a T.O.�SLAB I I� Ip , �� - - - TA. SLAB (E) #3's � 12'° EA. WAY #3 CONT. IN EA. #5's VERT � 16" O. C. ` �� STONE VENEER I I� h �-0� ' ' ' NOSING =" �; PER ARCH . I � I�%�%%� �` ��: � b; ��>:' i?', ., i�., I I�� a ° �' a = ;,`'.: � I�� , ° �i% � #5's CONT. HORIZ. � 16" O. C. I I �o • I I #5's CONT. HORIZ. � 16" O. C. " � #5 DWLS x IiO I I 4�� 6a� � '� � 48" O. C. � I I a d a � L � � EXSTG FNDTN . WALL � 6° � I I�/ • , . CONT. L 4x4x1 4 W � I � , ^ � � #5 DWLS x � w a a ( 2)- #5's CONT. HORIZ. 1 /2" 0 x 4" EXP. ANCH . ' I I � � 6" O. C. � � °TO TOP & BOT. � 24° O. C. � e �o;�\\ ;*� 73'- 8 eg � � 1 ' - 4 , � � 1-�-1 �i i T. O. F. �. 2 - � m � I ^ � (2)- #5' s CONT. HORIZ. � � � �t— TOP & BOL a � 11 SCALE : 3 4" = 1 ' - 0 " � � S5 PERIMETER �RAIN PER 4 8 4„ 4 SCALE : 3/4" = 1 ' - 0 " � a 1 /2" EXP . MAT'L, TYP . � � � � SOILS ENGINEER S5 �RANSVS �x 24- 0 � ^ � 12x12 POST � a 4" CONC. SLABLOPESPLA� � M--i � 1 ' - 4° I I (6)- #5's CONT. � � � _ _ � � �— EXSTG. STUD WALL LONGIT. , T. O. SLAB � - - I I�� • � � � r'1J � - - • �`� x ��;e 8 SCALE : 3 4" = 1 ' - 0" I I 76 '- 8 � � � lyl Q I I � - - - 89'- 0 (l T. O. F. ° a , , a e < �� - SS �� T T. O. W. ( E) ° ° a � � J 2x6 STUDS � 16 " O.C. W/ � � � r�� ,,,� T. O. SLAB (E) ° `�:. `� 1 �2" PLYWD. OR OSB � � �� j � �%. � � - o�ii I �� a< � ` � ° � � �,i�i�i��/i�� 5��;� SH EATHI N G � ' ,. i . � a a � � W g �`o��i`o I I o%�:` `�.. I il\,��, : - ° � � � � � �.000 O i�i� � i� � y v o // ��, ,��_8�� Qn � �_ Qn � � „�i y��,o. � ��r� PERIMETER DRAIN PER � Z � i I ' 1 2" � x 10" A. B. 's � 48" O. C. v �y � � � � � I I SOILS ENGINEER 12" � CONC. PIER IN CONT. TREATED 2x6 f� I I 4'- 6 " "� �y � � �i ( I 87' - 2 3 4 � � � w � M ( I T. O. W. a ��a ' � � EXSTG. FNDTN. WALL 2 SCALE: 3/4" = 1 ' - O" p.+�� (4)- #5 DWLS x � � � ; �L e I I� SS I [(t ) IN EA. CORNERI I � � � O � F-� I I J ( 2)- #5's CONT. HORIZ. I I 6 < TOP & BOT. � � (1 )-#4 CONT. HORIZ. (� ("('� rT, � I I ( IF PIER HEIGHT EXCEEDS 4' - Q a . • � I I � ^ ��y�-i� ADD ( 4)- #5 VERT. BARS FULL ' 4" l SLOPES ., w � I I _ HEIGHT OF PIER) T. O. SLAB , I I O — � L — a (4)- #5's PER e ° � I SECT. 12/S5 ° a � d"� I I � — — #5 CONT. HORIZ. � 84'-4 88�- � i�i°ip��o`�' � � � SEE SCHED. FOR REINF. ° a �� y�, T. O. F. ( E) T' �' W' � ;�� I I , � EQ. EQ. � � I I � � �� a _ � >,� � �� "� STONE VENEER � ��'��o' • • { �%` # 0� - 0 �-1 4 DWLS x � � � � 2'- 0" PER ARCH . ��iii!`,�� ° #5's x 2'-� C� l6" O. C. ii��, i � 24" O. C. � � � �� ; L � � � ��,�; #5's VERT. � 16° O. C. � � #5' s VERL CW 16° O. C. :.: � � NOTE: FOOTING DEPTH DETERMINED CONT. L 4x4x1 �4 W� ° ; '. � �� BY PROXIMITY TO ADJACENT FOOTING 1 �2" � x 4° EXP. ANCH. 's � ��' '�� . EPDXY #S's X 2' - 0 INTO � � � y�� »Tr��v, ,,,� PRE- DRILLED 3�4"�x6" MAINTAIN MAXIMUM SLOPE OF t : t � 24" O. C. :>r� � � — — � d < ^ `"�,, � �y�";' a , �'?�. � , � HOLES � 16" i � �, ,� � STONE VENEER — � '� �� ' '� PER ARCH. TDN 5" 5" �� ` ��o' 4•� 4•• designed by 10 SCALE : 3 4° = 1 ' - O" ° ° °� a ° a � >��1.' SS #5's CONT. HORIZ � 16" O. C. , � �� drown b MAB 2 _ O CONT. L 4x4x1 /4 W/ � � #5's CONT. HORIZ. � 16 " O. C. y #4 DWLS x � 4" CONC. SLAB PER PLAN 4 sa aQ . �2'4�0 �xC4" EXP. ANCH s � a Cf12Ck2d by � 24" O. C. N� �;� , issued #5's VERT. � 16" O. C. SLOPE S�AB � PERMIT 09 /18 /03 77' -0 #5 DWLS x _ � T. O. SLAB � � 6" o. c. � REVISED 02 /05 /04 , �'"'� 1 '- 4 #5's CONT. HORIZ. � 16" O. C. #5 DWLS x �O ao � - _ 76 ' - 4 �i� � . �� T.O. W. ' !i /i i , a , �ii� �� ii�" � � I d < ,�< ;� ,r��i�i,. ". , �� , �i�i` (1 )- #4 CONT. HORIZ. #5 DWLS x � � 48� O. C. N � a 1 /2" EXP. MAT'L, TYP. � 16" O. C. N g ^ \ ° \/ ( 1 )- #5 CONT. HORIZ. � MID - HL , 1 /2° EXP. MAT'L, TYP. 1 - 6 #5 DWLS x 4'- 0 � aa 4" CONC. SLAB PER PLAN a ( 2)- #5's CONT. HORIZ. a � o TRANSV. � 24" 4" CONC. SLAB PER PLAN SLAB SLOPES (2) - #5's CONT. HORIZ. TOP & BOT. � , #5 DWLS x � ; < i� 4 4" � 48" O. C. L (6)- #5's CONT. SLOPES � TOP & BOT. � d g" LONGIT. ° a T. O. SLAB �,,:�r , ° � ^ �ru� � , q (2)- #5's CONT. HORIZ. 76•_ g °j��"�%�� 6 - 8 Sh22t TOP & BOT. •i�<�i�p�%'��' ��`i�: a T. O. F. 80'-0 T. O.F. � p q� p�p: ( 3)-#5's CONT. ��q. _ a 73'- 8 _ � a � a T. O. F. T. O.F. o � °° a a , a° ��oi LONGIT. ° - � � . o � � ° < ^ ° �� 4 a v a a a < � o PERIMETER DRAIN PER � � PERIMETER DRAIN PER PERIMETER DRAIN PER 2'- 8" 10" 1 '- 0" U � �_ 4^ 8� SOILS ENGINEER 4 8 4 SOILS ENGfNEER 4� 8 4� SOILS ENGiNEER NOM. 4' - 6� i� 1 '- 4,. 1 '- 4., 2' - 0" 9 SCALE : 3 /4" = 1 ' - O' � SCALE: 3 /4" = 1 ' - 0 " 3 SCALE: 3 4" = 1 ' - 0" ti SCALE: 3 /4" = 1 ' - 0 " s5 s5 s5 s5 JOB # 0308 - 21 4" STONE & MORTAR BED OVER WATERPROOF MEMBRANE PER ARCH. �O��pO �E��SlF i �'�eti��O• �G'9`�o e g � ��{� 9 QH TYP. � 8x14 TIMBER BEAM i p� � '•. :�c�,W 1 � (E) 11 7/8" TJI 's (4)- 3/4" 0 x 1 '- 4 LAGS I u ��%`?�y� � ` �\C> z � III �E) STUD WALL '`� =�" _ _ _ _ _ _ - - - „ � s� � — �o� srs - - -- - i — °_ = I�_ — =a� �__ _�_ = ��=� � ' �� F�B g PER PLAN - - _ � � n �� „ r ^ IIII II II �� ki I] �� !, � �� :�� I I I , I ; III ; ° i i i r�— (E) � a�- zXi 2 � . � �� _ _� __ � � u � r 'ui o, � � - - - - - � - - - ._ - - - - T - — -- - � N � - - -- -- � � I I I I I i I I i I I A I � � - -- � °z °o� �o co � SCALE : 3/4" = 1 ' - 0 " (E) W 12x35 � � ; I I I I � I I I i I I A I � I I U � J o � � S6 ! l I i Z -a 3c� rnrn c zZ �ir� L 6x4x5/16x0� - 6 W/ � I�� 1 II ry � p � a � � (1 )- 3/4" 0 THRU - �OLT - !� � tOxiQ (6)- 3/4" � x 1 '- 6 LAGS Z c� � � a a DECK JOISTS NOT EA. SIDE OF WEB & ALTERNATE SIDES OF STL. Q '� o ~ � �- SHOWN FOR CLARITY Q (2)- 3/4"Gx6 " LAGS WEB & PENETRATE WOOD � � � J vV �" 8x14 TIMBER BEAM - � ,� BLKG. � � �� , Z o� � _ °m'� ( 2)- 3/4" 4 x 1 '- 0 LAGS � � ^ � M � (2)- 3/4" 0 x 10" LAGS o � � Q, � COUNTERSINK & PLUG 10x10 BRACE � ,�, X o � � IF DESIRED 12x12 TIMBER COLUAqN = =' NOTCHED AS REQ'D FOR (6) - 3/4" 0 x 1 ' - 0 LAGS � s , _ � � m° � °i °' TIMBER BE A M - � � o x - -., � 1� � - ^ Q � � � �v 2�� ( 2 )- 3/4" 0 x 1 '- 0 LAGS � SCALE • 3/4° - 1 ' 0 " _ � � S6 SEE FRAMING PLANS (6) - 1 3/4x5 1 /2 LVL COL. —► �I FOR HEADER SIZE � � I � PROVIDE A MINIMUM -- OF ONE KWG STUD, � r-1 OR AS SPECIFIED QN L 6x4x5/16 W/ ,I PLAN 3/4" 0 x 4" EXP. ANCH . 's I rT, � & ( 2)- 3/4" � THRU-BOLTS � ;I '��_� POSTS SPECIFIED ON PLAN EA. SIDE OF COL I INDICATE TRIMMERS ONLY AND - T � � DO NOT INCLUDE KING STUDS - - - - - - - � � I h,.� � � � � S TYPICAL WINDOW/DOOR HEADER SCALE � 3/4" - 1 ' 0 " I I � � � � S6 i I I I � � � I I ^ � I I � i� � I I � � I - JOIST OR LVL i i � � � O HEADER TO MATCH I I DEPTH OF FLOOR I I � � M- d ^ L J L J JOISTS ��+ X ' � Q I I � � � � H � � 1-'1 � � � 2 SCALE: 3/4" = 1 ' - 0 " � � m m S6 o � , o � � Q � � � r QH TYP. !y! � O r-�-i SEE PLAN � � w � O � ., T. O. W. � � _ — _ _ _ _ — _ _—� �2� _ #5 s x2'- 0 I � �' � ��y-� � 4 TYPICAL PLUMBING/MECHANICAL HEADER SCALE : 3/4 " = 1 ' - 0" 2'- 0 ,� 1-+� � S6 2'- 0 2'- 0 � (2)- #5's x� — I SEE PLAN � � — � _ T. O. W. � � 2' - 0 � - - - - - - - - � SEE PLAN � — � EXTEND HORIZ. REINF. � T. O.F. I I 2'- 0 PAST STEP TYP. J O a � '�i /j 2�- 0 I w \\��\\/ � I I cn CASCADE \� � � FTG. -�__ �__ WOOD COL. FROM ABOVE — — — — — SEE PLAN ;�,%y i; � O � T. O. F. � �` �� oPT� oN 2 % designed by TDH %'� \ \� drawn by MAB 'F �� J , �� ,�/� ,� / �,,� ;�/� ,� \ checked by � �� sEE P�aN issued �1// / //, / :�%,%%',,,i�;��%/ � �� i� �i i T. O. W. ��//��%% - - - - - - - - __� 2'— a PERMIT 09 18 03 �� `�� (2) —#s's X� _ 0 REVISED 09 /23 /03 J> ' �° � 2'— o REVISED 02 /05 /04 % % z'— o I / (2)- #5's x� SEE PLAN _ � T. O. W. -� 2 '_ 0 � — - - - - - - - - - ` � � SEE PLAN � I EXTEND HORIZ. REINF. T. O.F. I 2'- 0 PAST STEP TYP. a 2x BLKG. � 2'_ p � TO MATCH ��i j I w sheet COL. ABOVE ��\�/\ � I I � /\ � 1 �— — �_— — — — — — — — SEE PLAN � OPTION 1 \�� T. O. F. � 3 TYPICAL BLKG. IN JOIST SPACE SCALE • 1 1 /2 " - 1 ' p ° � S6 SCALE 1 /2 " 1 ' O' S6 JOB # 0308 - 21