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HomeMy WebLinkAboutVAIL RIDGE BLOCK A LOT 6.pdf --- � _ _,- - - -- - _ - _ _ . - - _ _ � Plant �� gend . - _ _ _- -- - - - - - -- __ _ - � �--- - - � _ _ - - _ _ Dennis And �rson ��soc. , i.ANC� SCAPE AND IRRIGATIOM MOTES --- � - - KEY {�TY B47ANICRLNAIVI� C014iMONNAME SIZE __- - ----_,_1-----� __ _ ie � aa � � vm n ,< n � � d �� � � p si , n a � a � � i �� � 1 . Confractor shall verify all contlitions prior Co commencing work and shall be responsible for becoming aware � � z0 � _ - TRE�S - - __ _ a! all underground utilities, pipes, structures, and irrigation lines. The conUaclor shall be hel� responsible (a � _ __ -- _ _ _. _ _ _ contacting all utilily companios (or field location of all undQrground utilily lines pnior to any excavatian� . • 5 Popu(us tremulordes Aspen 2.5" Caliper ��,,,�.,.._�---�-�^' __ _-- - --- - - ,,,,,••w"^' _ ..._.._ ._ _ -_.-- - _ -..._. � . - _ � � . � P.D. &.x1357 Edwards. CobmAo6Ib3I Landscape caniractor shall takb sole responsibility for any cosl incuRed due to damage oi said uGlities �,,,,�'"""' 1 _ - _ _ _ � ,��� �� �,,,,,,,,....""""".. ._.. __ _ .-.-...._._..�---- _ . � (570) 928�71W Fa+. Y38�7701 2. Stake tree locaiions for review and approval with 12" wood stakes painted for different tree types and with SFiRUBS """ - __ _.----�-�J�~ ��.� ,,,;�„Pry,�,wm _ 1 _ sizes noied. L.A. will venfy andfor adjusl stakes prior to planting. Coniractor lo placs shrubs, perennials and C5 15 Comus stoiini£era Red Twig Oogwood #5 Cont. ' . _- - -- �._ - �r� - - - - - __-�- groundcovers as called out on lhe plan and the L.A. will provide final review, and 1 or adjustments. All plant ,�S 6 Juniperous sabina Buffato' 8uffalo Janiper #5 Cont �------'"""FJ � _----- --J- � - - - material Incatinns shall be approved by the L.A. before plant holes are dug. �---`"- 1 - _ - _ __ - - - - - . _ _. _ _ 9�,� - . . .- _ FX 5 Prurrusxcistena Purple Leaf Plum #5 Cont. �~-� �.--- • __ -- --- - �'Fy 3 PIanl+ng backfill mix for all trees and shall to consist of 80 % native topsoil and 20% well rotted compost. RW 6 Rosa woodsi Native Pink Woods Rose #5 Cont. �----"`"J�f� - �- 8210 � Fertilize and saturate root ball with water at Ume of planling (see specs). _ _, __ _ -- - SJ 5 Sprraea japonica 'Froehelir' Froebel Spirea #5 Conk - - _ - -- -- -_ - 4. Observations of the work in progress and on-site visits are not to be consirued as a guarantee or warranty by - - - -- _ -- - - - -- - ihe L.A. of t�e Contractor's responsibilities. The L.A. is not responsible for the performance of Contractors or - - - - - - - - ---- for their errors a omissions. VINES , ___- - _ _ _ - ----- ����--- - -- -- - � PQ 70 Parthenocissus quinque(olia Virginia Creeper #5 Cont. - -- ---� 5. Tree and shrub planting beds are to receive 2" to 3" of shredded cedar bark mulch - submit sample to the L.A. - __ -- -- -- - - __-- - ---- ---- --- — prior to installaUon (stained wood shavings are not acceptable). Perennial and groundcover areas to receive ------- _-----7 - __------- _ _ _- - 2" of 'Soil Pep' mulch. � SOD LAWN � �v --- - --- -- --- -- -- - - - - - - - - -- ---- -- - -- - - -- -- 6. The preparation of perennial, annual and ground cover areas are to receive 6" of screened, we�l rotted - _ - - �-- - - ; ,, j � :; � �j compost to be integrated into the top-soil with a rototiller. _ _ _J�� _ - - ---- 82�0 - . - - ��----- _ � -- - - - - 7. Provide and place (screened 2" min.) topsoil as needed and direded by the Owner or Architect. Verify with � � � _ -- - - - - - - - - - - - _ _ __ _ __---- -- --- - Owner and �eneral Contractor riorto ordenn . . . _ --� % , -'`� ' � .-_ � � --- - -- I P 9 Crass Seed Mix 11�ountain IV� ix : � ` ' � _ -=- - � � - T- - <- , - -�� � - - - - - - - - Common Name Variety =-- —~ ` /'�� / >;� �'` y� � ` � -=—— cErrrcr�trff oF nasrmc rvaiE- -��` 8, Deciduous trees to be staked and guyed with three 6' green metal T-posts per Uee and guyed with # 12 - - , f f f� f ��� - J � au e wire with reen n lon tree stra s As n in rou s can share stakes rovidin that each Uee is 10�o Mountain �rdmegrass Bromar In addition to lhe seed and wi ower mix, - � ' ' -_ � I , ; � -` � � 9 9 9 Y P • Pe 9 P P 9 me - _ j� / _ . :' f '� receiving support from at least 3 stakes. Conifer trees to be staked with three 3' metal T-posts with above 30% Orchardgrass Paiute the following will be hydrosprayed on all __ _�� � �' ' � -��'�, ` f wire and straps. 10% Canada Bluegrass Reubens distufied areas: _ --- - � ` '� t ' ` f ' ' ' ' � , �� </ _ _ ` � w . / f , , �ti//�. _ — — , 10°lo Sheep Fescue Meklenberger - -'` � _ � �1 ',� '� � •�� _ � ' � , ��; � " ,� a,� 9. The Contractor shall warrant that all plant matenals supplied under this conUact will be healthy and in A lication rates r acre: �� �� � -- � / '� - � �y \b/ � _ : � 20°fo Tail Fescue Fawn PP � - -- ��r� �, � � ' .; ' � - S flourishing condition of active growth at the date of final acceptance. Replace without casi to owner any plant a 1100 Ibs. Biosoi Organic Fertilizer _ - -'- '_ __ � : ,�` - ,� ,� �'� `� , - , , F ` � ` ` , ; _ � �; � � � " � � 10�/o WinterWheat _ - -'' S�t)` hdFX - , � ,� ' _ � �' , not me�ting this condihon. 200 Ibs. Tadcifier l _ -�'� _ - ;�` ,f' .f ' r` / , ; %� � /�` f'' � �� 6 ` , � � qNe� 10. Provide deer roteetion [or all as n trees. Install 48' min. hi h wire fencei 2' s . nd around each tree 10 /o Timothy Clima�c 200 fbs. Wood Fiber Mulch --�"'� �� f % " l � ;:�``-i' ,r ' r r , � P Pe 9 �9 � q 9 ) _� - - _ - ' /'{ ___ < _� . / F .� - , , . ►""a Planting Rate: 5Q pounds of pure live seed per acre. 80 Bales SVaw Mulch .-'- _ _ " - -- , ._,r` . , , , % j ` � � ;_�NA'f�,-GRA55�� �`� � ,`= j f=, - � � t i. %'� - -;- . ; ' ;' \ - _ � 11 . Imqation system is to be a design build system by the Landscape Contractor. Provide po�rup Rainbird spray • • __-�' _ , ,_--- � _ __- =-� J �' � = , - .,.- ,, ,i`� Fr �� - - - - '" �� / � - - - - " � � heads for lawn areas and dn emitlers to all shrubs and trees. Substitutions must be approved by owner. ^ __. _ � 1 ,f , .� . . , , -/- : '�. - P � � � - - - - __.,.� , _� ,✓ - . . . ..- � - l�r'` r, �:.-� � ��7` 7 �. ..-� � ,�' . �� ;� � � j . -- - i� ✓ � � Er i ., , .- 7� ,�7 7:_ _ / / ' \ _ _ _ � �i Provide reproducible mylar as-bwlt plan 1 plans prior to final review and acceplance. Guarante8 system for , , ._ '" . " �,� - � _, ; ,�'�� , , � '. ,. � f�,� _ _�� ,. ` � �=_ ;�,f - r - _ ,% , ' � �j one year from fmal acceptance. _ _ - -- - - ` ��'J �` '� ,r' � ' f i� ` f - - _ '' ,� ' � `�` , � _ - , ' �'`� . � F� _ ,_.. . , , , y , , � r.�' j ; �� � r� - � ,� / -�-.� . - ' , ,. , - p ✓ ' F , / ,. / , B�,r�rk Ntt�c 8i � a _ r-- , / _ . 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N I Q I � ROPOSED ORA/NAGf SWALE Z L.2 " " e ' � ,' � •• � ^ N LOT 5 '' �' � ' � '.�"�� �,� ° : o ; �� _ _ _ _ - - _ _ - � -0 _ _ _ = _ - _ - = � � »`�'� °M"�° N � o � 0 � � / . I . � � � � � � � i O 10 .10MkOdAP. z � � g2�� '. .� _ - ,- N � m O ..' Z �' iFi� cr J/�-wCM aNF�fa .. O , rtAt�c �.c�s'Oi:"a O OD . � .. Ra9r � rr wn,es w � au dvs+ � ,o �' � C+J N v > nasr ro rttr... ^ �z wa�s M ne .. O wa �w "`� Ul " �C / � new �s ni aw�n w. rw�e�s rr x IM1T OF DlSli/RBANCE Maeu c,w r � �� M! O � ' W �� � , 4-� ,wnw+m .M r.�a,w N CENiERUNE OF EXSTINC SWALE ' � ���+� - .. . _ . � �Mn�i�r°m � � .�� �. �`� � � nc aa°m°�.. a'a�w"im nanc O ' � � m � � \ j �. 6' . r � � CO ` ` ` ncaa�irsi�n..�ex �.r�c �O � V � TEMPORARY, CONSTRUCAON TAININC WALLS N17H 8-I H �� :' •FOOTING � • � O � ACCESS W1LL HE FROM TNE WEST, CROSS WALtS AT 8-FT CENTERS 0£S1CNE0 BY ` �'�G � � � � hIROUGN LOTS 7 AND 6A. A GfNEE . $ � O y D£7AILS FOR WALL CONS7RUCPON. 2`� Q e �, ` � GfNERAL N07E5 Z � a SURVEYOR'S NOTES: � � � 2 O O CONCR£TE WALL tMTH 57UCC0 FlNJSH 1 ) DATE OF SURVEY: 10 10/03 1• BEFORE DICGlNG NOTIFY ALL APPLICABLf UIILlTY COMPANIES. � Q 0 4. �1 match axisting housalwo�r) �' �\ ADDITIONAL TOPO: 1 �/04 2. ALL WT)RK SHALL CLMIPLY W1TH ALL APPLICABLf CODES AND ORDINANCfS � , � U Q -- eow=a�ss sow=ers9. �S p � TOW 1 fIR E PIT Ne w d NOTES ANO DETAILS ON SPECIFIC DRA147NGS TAKE PR£CEDENC£ OVfR CENERAL NOTES ANO � W B O W= l 7 0 � � T O W= 1 7 5 �' 2) S U R V E Y O R H A S M A D E N O I N V E S T I G A T I O N O R I N D E P E N D E N T S E A R C H F O R 1� m Q -J A �--•• � % s line to be T Y Po C A C O f I A f L S. � C� Q � E A S E M E N T S O F R E C O R D (O T H E R T H A N P L A T T E D), E N C U M B RAN C E S. � V inata/I RESTRICTIVE COVENANTS, OWNERSHIP TfTLE EVIDENCE, OR ANY OTHER � Q � -inch diameter 81 �80 � s. CONFLICIS OR DISCREPANClES W11H GRApES SHALL 8E BROUCHT TO TNE AT1ENflON G1� INf � � � � - BOW 8162.u�'I • FACTS THAT AN ACCURA7E AND CURRENT TITLE SEARCH MAY DISCLOSE. m perlorote plaat c � TOW 8�68. 5 I� EXISJING BWLD �0 B E R£M O V F D ENCINEER /MM£DIAIELY AND PRIOR r0 PROCE£DINC N11H Nt7RK. Q � � C d r a i n p i p e a t 2 x 0 8165 -- " 3) N O T�C E: A C C O R D I N G 7 0 C O�O R A D O l A W Y O U M U S T C O M M E N C E A N Y L E G A L � TOW 8I68. 5 G FOR Bf 5. ALL RNISH CRADES SHALL PROVIOE FOR NA1URAt RtlNOFF OF WA1ER WITHOUT LOW SP01'S �O � � , D£MOLISHED ACTION BASED UPON AM' DEFECT iN THIS SURVEY WITHIN THREE YEARS � N � BARBE AWAY rOW�g� 73 AFTER YOU FlRST DISCOVER SUCFI DEFECT. IN NO EVENT, MAY ANY OR PpCKfTS. � � � � � . INSTALL BOW=8169.5 ACTION BASED UPON ANY DEFECT W THIS SURVEY BE COMMENCED MORE 6. ALL COMPACAON SHALL B£ OONE IN ACCORDANCf WITH 1HE SOILS REPOR7 PREPARED FOR � O � SEF LANOSCAPING PLAN ^'� r , or�� THAN TEN YFARS FROM THE �AiE OF THE CERTIFICATION SHOWN � , FOR B£NGH BETWE£N THE �— HEREON. 1H7S SY7E � TOW�8168.5 � RfTA1NlNG WALLS '�►. J �_.,; : �� _ BOW=8162. 5 4) BASIS OF ELEVATION: SEWER MH A- 119.5 INVERT EL = 8143A5' Z Ri£ RETA/NMG WALL W1L1 8E 0£SICNfO BY KRM CONSUCANC ENGINE£RS Q ,-. �.c + s 'I� �'__ _ � • 5) BASIS OF PROPERTY LINE IOCATION: N. CRN LpTS 5/6 & S. CRN LOT 7. 8. WAIERPROOFlNG AND P£RlME7ER DRAINS SHALL BE INS7ALLE0 9£HINO £VERY WA11, ANU � , O EL=8T65 , � , f, � , , � � , t � �. i x B16�y5 D j7 rrec I! ]] � ' b � ; f. BEHlND TH£ fXISANG FOUNOA AON WALC. , � y ,' : . ; , 7 �c\� � 'pb .II lj n� I1 � � II jJ , ��- . � . � , '. . � � - 1�` 6) BEARWGS ANO DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE Q1 • • ; s� % , , , � \`, �'(�j-�' ' • j� � j] � � j7 jj , 'j�� ,jy, "' ' - ;-� aS SHOWN ON THE SUBDIVISION PLAT ONLY. n BOUNpARY SURVEY WOULD 9• �E SUBGRADE FOR IHE RETAIN/NG WA1C5 MUST BE INSPEC7ED BY THE GEOTECHNICAL �O /� ,� 1] � � b17 Z71] ]] � � � � , / BE NECESSARY TO DETERMiNE THE TRUE DIMENSIONS OF THE L0T AND ENGlNEER. !� � � ^��'' ' • �° � ' • " �• •?1' -' • I7 � I] � . 17 � il 'p / � SETBACKS, WHfCH MAY VARY FROM THE PIATTED DIMENSIONS. 80W B165 � � '' � ,` `� +� ' ; - �- r L y ;j19 ' • Ij � T� 17 � � �12] � � � '� �11 � ,- . 817a '''_ �Q 10. ALL DISTURB£0 AREAS VNLL BE RESTORED AND RfVECETATEO. � TOW=8169 r ` ,� ..., •i .r���. $j� I1 .jf� � Il Il� . T 1,1 D � <� • � Six-inch '�lo r, /) THIS LOT DOES NOT FALL WITHIN ROCKfALL OR DEBRIS AVALANCHE ZONE. �L d. I � -.� L r j � : . . ' -�' � Y � � L �. . .� � , 1� .1��,� .Cl ZI Ij � .` �` erforo plastic �� . 4. � 1Tj) 2] D �Il - " Z7 i j7 � t� I] Yj , 8) POSTED ADDRE55: 2673B CORTINA LANE BOW=B17O I , _ � .'� . r • i� .� � D 'I'� J] � ZI �A '.U ! � � . Y � �A . 91�Q p�0 Ot ,�SQ' . TOW�B176 + F� � � � � ' �I _ � � � 27- �� '� � � " �� ,j] � � � � �}" TO 65 d 9) 3 STORY STUCCO HOUSE. ZEMPONNARY EROS10N CON1ROL � �'� � ,I7 10) 2' OF SNOW AT TIME Of SURVEY; SOME FEATURES MAY EXIST � , D � n� ��� D� ��� D . . � OW=816 BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING, l. 7HE CON7RACTA4 SHALL CROVID£ EROSION CONTJ40L 1N ACCORDANCf 1NTN THE BESr r ` Q> . SH£D':, T� I7 D GRASS � : j� b � } MANA6EM£NT PRACDCES. V � . ,II �� n � jj � .� v.".,, _ l � I 1� INDICATES CONIFEROUS TREE WITH APPROX. 02 DIA. TRUNK p, S!L T FENCE SHALL BE CONS7RUCTED ON 7Nf DOWNHILL SJDF OF 7NE UMII$ OF � N Q� � � '`' II � � �s? +I '~- � 60 // INDICATES DECIDUOUS TREE WITN APPROX. 0.2 DIA. TRUNK DIS7URBANCE AND A7 THE BASE OF STOCKPILEO MATERIAL, PRIpR TO EXCAVADON, AND t�p � c��; 12'X12" s. I � � � EXlS11NC RETAINMC � r FRAM£ Qr GRA I �\ f— 9� �., v;. AIAINTAINED AND KEPT IN PLACE' UNAC 1Hf FINISH GRADE IS CON51RUC1ED AND REI�CElA1E0. 0� � ' Z WALLS TO BE 12 X�p+ R/M fL=B762J" '• `.i:�� INDICATES DECIDUOUS TREE WITH APPROX. 0. 5 DIA. TRUNK J. 1HE CONIRACTOR SHALL BE RESPONSIBL£ FOR PR£b£NDNG 7HE RELfASE OF SEDIM£NT OEAIOLISHED AND FRAMf � CF2A1E � w � ^ . cn NA(JCED AWAY ` N77H 1HE RUNOfF FROM RfE SIlE ANO SHALL 8E RESPONSIBLE FA4 TH£ INSTALLAAON OF p` n U O � u, RIM EL=8162. � ' o �. � AODIA(NJAL fROS/ON CONIROL MEASURES Ar TH£ REWESf OF OF THE RPPROPRIATE BUILDlNG z �y � O�i ww.� oNO r�o ec o ' INDICATES APPROX. 5' DIA. BUSH OFfIClALS. `� A �" �y � x �'a PATIO wl�fi SNOw1NELT ANO *�t;` �s � 1� 3 � � STAMPED CONCRfTE, W17H � I STEEL OR � H � ex. BuitD�G f'LAGSTONE (SYMONS) PAT7E'RN, N 0°'""� Rose ca_oR. l FENCE POST EXTRA STRENGTH FILTER FABRIC WOOD POST \ � � � � LOT 6B ( WOOD OR STEEL ) � NEEDED WITHOUT WIRE MESH SUPPORT � � ^ ` � o 0.389 ac. .�i''�� : a o� Q1 � � ■ fOR ADDITIONAL STRENGTH �-+ w N I 0 673 ,�;+,k�' FABRIC : z � FILTER FABRIC MATERIAL CAN � �"1 � ;� _—�1 � BE ATTACHED TO A 6 - INCH MAX. v � ^I o m ��—I ���I �,� ��� � � ;�----___----- � '°"" � o MESH WIRE SCREEN WHICH HAS � ______----- - ^I 0] ,� 8t 50 � � BEEN FASTENED TO THE POSTS -s ��FLOW b /� � o � • � � • N . ��- '�� � �'H • � �•� ,,� ., ` RuyOFF ; � -s- i._ a c�n g'P�� q,v. �� � ; �; -%'"�— FLOW e z `�2 — — —. T . ,� �.�� 1r S�� __—�—"__- r ['�,1 y �.�, 'di � � @i� . tD :�I/� l �l / I. � ` i� I / ���—��— �� . . , '' �� �e. co m�,� �. �'' � uu l�l � r � � —'` FLOW � d. / 6„ ''` ' .� ; I I o � � �, � ' � --_ , ==------- o s� � '`N � DIG 6° WtDE & 6" �EEP —� � _------- I I � '���} � ��y TRENCH , BURY BOTTOM � ! � - ' 10 FT. MAX . SPACI G WITH WIRE SUPPORT FENCE Q I � � 12" OF FABRIC, AND . . � 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE �1 � � � I � g � 4p ANCHOR W/COMPACTED � � I ; � BACKFILL MATERIAL � J N 64JG ' �.� I o I I � N 40' S2 ' pp " E �°� �� SILT FENGE SECTION e' AA� NOT TO SCALE — +069 . 00 ' ''�, � ., '^` ;, �. _: � ' � I ''�,�. N 34' 02 ' 00 " E �K — 44 . 80 ' ,��'�"'",. ��:,, /� , I �A � �/ , �� /l /l i� �/ /, i� �/ // / �/ � ����� 6l�84r L. �� � �----- — � � Y � \ i � � � i� � �i� i� � �i �� � � i � � � � � " 7EIyV ., .. i i i i � i �� �� �r� e� _ gi30 �Y � � ',� .' �, .� .'� % ,' .'� '� ,' :� / . \ ' ��� �� .,Y.^�� Z7• o[���',;`��-^~i i. b � ��P � / i� i � /� i �/ �, �� i�/ �/ �� i�/ / �� i � ° � 4= •� .w. ��'. 29526 . 'J� �i� j. I � i � �/ i �� �i i �� �� `i �� � i � � , ri _' � .�. � � . i � � i � i i � i� N 40' 52 ' 00 " E — 4 . 30 ' �NE � 50 � ' ' ' / � � �" �� �� CAREFULLY � �� . ; i� � i � i� i `i g c` ' CORTINA C�,PAC,�D � ;i,, ,.� � , ,;, � �,�j�k , ` � .,�� ' I = O6� 50 � 03 � � . 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LaT � , B �OCl� �, VAI L � I D� � � 2673 CORTINA IJ�NE �OWN OF VAIL, EA�LE �aUI�TY, COLORADO , N37'15�60"E �' FOUND N0. 5 REBAR 136.40' � r FOUND NO. 5 REBAR �' '� �g' UT4LITY EASEMENT o , =��—_ _ ---- a! 1 �- � � � � � � � � . I I 1 I � ERTlF1 ��4T101� ! L�� � � Contra �ng+neering, Ine. relied upon Tit1e Cammitment No., (none provided,) � th� recorded plat and found monuments to determine lot dimensions, easements and righ�–of–ways. 0.634 AGRES � I 2673 I hereby certify that this improvem�nt loeation certifieate wos prepared for S1M SUI�DERS �LC.� � j N tk�at it is not a land survey plat or improvement survey plat, and that it is not to be relied � • u p o n f o r t h e e s�a b i i s h m e n t o f f e n c e, b u i t d i n g, o r o t h e r f u t u r e i m p r o v e m e n� t i n e s. I � -' ° 3 � N G.j Q N i � J � ! further ��rtify that th� impravements on the abo�e described parEel, an this da#e Q°, �n October 13, 1998 except utility connections, are entirely within the boundaries of the arcel exce t as shown, that there are no encroachments u on the described `� Z fi p , p p premises by { CONRCETE RETAINING WA�LS (lYP) improvements on any adjoining premises, except as indicated, and that there is no apparent TQPI QF RID�� �L�.1/. (TYP /� evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. � (PLYWOOD SHF�4THING� — _ � � , BY: CONTRA ENGINEE�(NG, (NC. GREG ELDRIDGE, PLS #30093. -, , �. i I _ � `" � - t .s� _ � T ���t�i t9 t�r�s�ct�< � t �Q`� T 17.� � � ,'J,�o�� �� ���/,�r`�`� ; ao T t � s � 4���;a�9 T y��� ��` .� ' � �(�1 � �,�V'b� �����,�+���.. � .. � 20.9 � � L=,10 . 5 y EL=1062.74 � �' "� ,j0'1��` � q � � � ' � � y t a y 413� 19.5 I � y4. ' F a 4 ' _ EL=10 6.24 6 A � , ��� . , EL-1062.75 ,� _ - �.�. . 7.7 ' 'f •�' � 2 75 ��������,� 15.0' o� f �' ? �'' rn � 15.0' , 5.� �o o - = a5a.$s ° ^? 28.2' � — — . ' 51.54 - gU LDtN� S���K E��'I�69 ElECTRIC TRANSFORMER EL=1031 .91 � � ��ti, N N N � FOUND N0. 5 RE�AR de ALllM CA? � � � µj'�. FtJt? NQ. 5 REBAR 8e AI.UN .G4P . STAMPED i0 W.C. LS 4551 O a? O r O"W � PE—PLS 5447 � ` S34 a� 6 � µ y..,.,�— TELEPHQNE PEDESTAL 44-.8t3 �� �- � _T° `� ��'��;�1� .��---�m N40'S2'00"E 69.00' .-�--� '�' �'"` --�� v°�► �_ � �r .�h�,.� FIRE HYDRANT �s ��-- � �.�*-�-;,f �,-� � � ��}- `` ��� ,���' �� '~'�-k^;�� � �. �� _,,._.� '��.��im, —_. ._._- '-�� L 1- _�,--...�- E-E f�1 .._'_-� �.-��m,1 _..---- ��., i�� � ,�._.� ��4� °- .- � �._ � � , , � =F�yr L,r-?�`J i� .. , , � �. � -�----��' "'�. �`'Fij;t`���r' � ,y,1,, -�---_�.. � ��L.� � ` �- - .�__.� �F 1_� -�------ t _^.�..� _ ._._._-_-_ ti r�, 4_� .�_...� - �;r! ---- �---- - _-- D E L TA 0 6 'S 0 '0 3 ' ' �����_ r __�-----�- „ -�� , :, ,._--...�i; ----- .,'LL CD N37`2� 09 E _ ,,,-_� �-� _ T-a&.��� �----- � _.___,-;_�_�--_-�� . � R 310.0 ' `�---ensis EL�/ATION __� .__.-_ .— _ -_ --� �8� S MANHOLE � 004 ZO O ZO 4O 6O LC 36.9'rJ� RIM ELEVATIO�N =s1000Q0oQ0'jASSl�klE!?) w SGC��� 1 �� _ �Q� � � � c � � � � t � _ � � _ __ ___ __________ _ o THIS MAP,PLAT,SURVEY,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IN C o n t r a ACCORDANCE WITH SECTION 17 U.S.C.�101,102;13 THE SOLE PROPERTY OF v CpNTRA ENGINEERINCa INC.,AND MAY NpT BE REPRODLiCED OR UTri17ED IN � �. g � � g .� . U WHOLE OR IN PART.WITHOUT PRIOR EXPRESS WRITfEN CONSENT QF CONTRA o "k "f �n �n ��r�� �n r, ENGINEERING INC.DECLARATION ACKNOWLEDGMENr OR CERTIFICATION D . -� CONTAfNEO HERE(N f3 NOT TO BE CONSTRUE�AS PERMISSIOWGONSEN70R Consu l t in En inee r s '�"' L I C E N S U R E O F U S A G E A l 1 R I G H T 3 R E S E R V E D.C o p y d g M 1 9 9 8,C O N T R A 9 9 ENGINEERING INC. 3 yr K �and Surveyors IN ACCORDANCE WITH CRS 13-80-105: 48 E BEAVER CREEK BLVD NOTICE: 3 AVaN� CO S762O ACCORD(NG TO COLORADO LFiW, YOU MU5T COMMENCE HNY LEGAL ACTiON p BASED UPON ANY DEFFCT IN THIS SURVEY WITHIN THREE YEARS Af'fER YOU � TM pH g45-0125 FAX 845-9783 FIRST DISCOVERED SUC�I DEFECT._ IN._NO EVENT MAY ANY ACTION_BASED_ UPON AM' DF.fECT IfY TPifS Si1RVEY 6E CQMh1ENCED MORE TtiAN TEiY YEARS H FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. rn °' DRAWfJ BY CLIEf`dT JOD N0. DATE �ILE PJAME ; GE SW BUILDERS 106199 10-13-98 1991LC.DWG m � REVISIONS 0 r. i v� 0 0 � c� o ` � i Y L� T 6 , BLOCK A, VAIL .RIDGE � � \ � � � -- -- _ _ _ TOWN OI' VAIL � � � � � � � � � __=_ - - � � \ � � \ � � � � ( �- ; = - EAGLE C�UNT Y, C�LORAD� � � � \ � \ \ \ � � \ FOUND N0. 5 REBAR . ,.. ..... . . \ � � � � \ � � SE� N0. 5 R�BAR��& ,ALUt� . AP \ '� ; • : ` : \ •'� \ � � � � � � \ PE-PLS 447 � � \ � . \ \ \ \ \ \ \ 1003.1 ` ` \ � �... ..� . \ �''' \ � � � \ \ \ � � � \ � \ 1 I ` � � �` � � � i \ \ \ \ � � � c� � 1 1 � � � � 1 1 i � � \ � \ � � � � � � _ _ 1 1 ' \ � , 1 1 1 0 � � � ` \ ` \ E ECTR C T NSF RME � - � � � � � � � � S2 8 �30� E � \ � � \ � �`" � �� 1 / I 1 � \ � � 1 ' ����•� 0 TELEPHONE PEDESTAL ` I I � � 1 � � 1 � � � 119�1 . 7 � 1 1 1 ` � � � \ 1 � I � ' I ' ' � 1 , � 1 ' O ' � ' 1 � ` \ ` ` Q ' ' 1 � � 1004.6 � Q I � I � � I I � 1 � � � 1 1 ,r� � � �- 1 1 c� c� \ 11 �� I o � I I � I 1 � 1 � 0 1 1 0 � \ \ 0 1 � o� . I � � � I o � o I � 0 1 1 0 � 1 1 0 1 � � � � 1 � � � ,,, I �-- � 1 � I � � �-- � � � 1 � � 1 � 1 1 1 � � \ 1 � � � �i I � � I 1 1 1 1 � 1 i 1 1 � � . � � 1 � � � I I I � I � � 1 � 1 � I I 1 I � � � r �i 6 y I I � I I � 1 � � � 1 ` I I � � I �, � � �0 0 5.6 � � �o I I l � I � � � 1 � � 1 � 1 I 1 � � � � I � ? , o ,0 20 30 � I � 1 � � I � � 1 � � � � � � � � � ` I I� � �Q � _ , --� I I� I I I � 1 1 r ` I I 1 � I i � � I � � � � I I y � � � � I 1 � I ` � I � � � �� _ I � � 1 � I I � � 1 1 1 � � I � � � � � I � 1 �' � l0 6.6 Sca1 e 1 " � 0 ' � I i i � � I � � I � � I I I � � N o �- I ` 1 y I I I 1 1 1 � 1 � I � � I I � � � �� � I � I I 1 � I � � � 1 � I � I 1 I � � ` I ,� - I � I � � I � i - i � i I I 1 I � � I � � � �� I I -�� CONTO UR 1 NTERVAL - 2 FT. I I� � � I � I � � � I � � � I I � � � � � I I '� I I ` I I � I I � � I � � � � � � � � � � I I � � � ,oo�.s � � � (� I I 1 � i � � � i � � � i I I � � � � I � � �� � I 1 � � I I I � I I I � �- � - _ _____ � � I I I � � � � I � � � I � � � I ` 1 � � ` I � I I � � Q, - _ / ---- � �� I I 1 � � ` � � I � I I I � ` 1 � � \ --� I � „ � � � � � I � � � � � � , � i � � � � � y � c� �� � I I I � I � � � I � � � � I I I � I � � ` � � � � � 1 I I � I I 1 ` � � 1 I � � � I11 I � � I11 � � � 1 � I i � i i � I I I � � � I � � I � I � I 1 � I I � I � � � � � � � � � ` \ ( � � Ls� . � � � � � I � 1 � � � I ` � � ` � I 1 1 I � \ � I �on�.o :...:.. � � � � I 1 � � I � I � 1 I � 1 \ I �� �J . . I r ` I ' ` ` 1 ' I I I I _` I 1 I I ' ' I 1 ' ` I I ( � � BASIS OF ELEVATION : : : �o � � � � � � � � ' 1 I I 7' � � I I 1 I \ I I �> NVERT NA ELEVE # 1�� 0. ' ,, , , , ` ' ' I I �IQ / ' I � ` ! I ' � , I � (�i _ 00 00 (ASSUMED) �- � ' I ' ` I I 1 1 ' � � 1 I ' I I I ' I � I � WI- RIM ELEVATION - 1009.10 : . . . . o I I 1 1 � 1 1 � AR �4=0. 34 AC ES 1 1 � � � � � � \ � I �, � �� �o � �-�� I I) I ' � ' � ' 'STR ET �DDf�ESS. 2 6 73 COf�Tl�VA �1�ND ' I , � I W�--� ' : . . . . � I I � i i � � � � � I 1 � j -1 � I I \ CURB�ST P` � � , ,, . � � I I 1 I 1 ` ` 1 1 I I 1 I , , ` (WATER SERVIC�) -� -- � V 1 1 1 1 � 1 � � � 1 � � 1 � \ 1 1 � � � . . : : ; c� .i 1 1 � 1 1 1 � 1 1 1 � � � � � � 1 � � I I I �_�� Q �o � I I 1 1 1 1 � � � � 1 � � ` \ \ 1 � � 1 I � ': m � 1 1 1 1 � 1 1 � � � � � \ � I � . . . . : �- � 1 1 � 1 1 1 � � � � , , 1 � � ` � W .$ � � � 1 1 1 � � � � � ` � i � � � \ \ \ � \ I I � �--- � :��: W � � 1 ` � 1 1 1 � 1 \ \ � \ \ \ 1 � \ � � � / .. . . . � I � ' ' 1 , � ' 1 , , \ \ \ \ \ \ \ \4» n\ I ' l'v�> . . ^ I ' ' 1 ' 1 I , \ � � � � � X4 POST ��`--- � ' � O ` ` ' , 1 , 1 , 1 \ � \ � \ \ \ \ \ . � \ \ (SEWE SERV'CE I t ___1� 1 11.7 ' � 0 1 1 � � � � � 1 1 � � 1 � , � \ � � o �,c� -� ....,• � ' , , , , \ \ \ i \ \ \ \ \ \ \ \ \ , ` � DEL TA 06' S0� 00► , . .. � 1 ( 1 ' � 1 ' , , , 1 ` , , � � \ \ \ \ \ � I ` CHORD BEARiNG S3 T26'49"W T 18.51 � �- � 1 1 1 1 1 ` \ \ � \ \ � \ � � � � \ \ � � ` \ \ \ / O� ,, RADIUS 310.00' 0 1 J ' ' ' ' ' , ` ` 1 , \ \ \ \ � I I � \ L1�0�12.i . ' - ____LENGTN 36.98 � , , ` ' , , ` � \ \ � � \ \ � \ � � C ORD 36.95 ,� � � � � � � � \ � � � \ \ \ \ � \ \ \ \ � � � \ \ � � , z � � I� � 1 1 � � � � � � \ � \ � � \ � \ \ � � \ � \ � �� � � � � � � 1 � � 1 \ � � � � \ \ \ \ \ � � � � � � � 1 � \ / �- o � � � I ` 1 1 � � \ � � � � \ \ � \ � � � � � � ); �, � ' ' 1 � ` \ \ � \ \ \ \ \ \ \ � � \ \ � I W,- � �2.9 �. � � � � 1 1 1 � � \ \ � � i \ \ � \ � � � 1 I I � � 1 � � \ � � 1 \ \ \ \ � � � \ \ \ � � � � � t'� �, 1 � � 1 � � � � \ \ � � \ \ � � � \ \ � � � � rr � � � � 1 � \ ` � � � \ \ \ � � � \ � � \ i \ � I I � , � � � � � � � � � � � � � � � � � � � � � � Wr � � ` > >3.� � n�oTEs � � � � � � � � � � � � � � � � � � � � � ` � 1 1 1 , ` ` ` ` \ \ \ \ \ ` ` \ \ \ \ , , , ' �I I /� � - � 1.� BAS/S OF ELEVATION: MANHOZE � 004 INVERT IN, 1 1 1 � \ \ \ \ � � � \ \ \ \ 1 1 ` � ` I � J 7� ELEVATION = 1000.00 (ASSUMED) . � , , ` � ` ` \ \ \ \ \ � � \ \ ` ` � \ � ` 1 1 1 �., i � I / - � � \ AS MEASURED R!M ELEVATION- 1009.10 � � � \ \ \ \ ` � I EAGLE RIVER SANITATION HAS NO SEWER AS-BUILTS ON RECORD Q 1 1 � ` \ \ \ \ � � � \ \ 1 t , , , I �I • � � - � � FOR THIS SUBDIVISION. \ I 1 � \ \ \ \ \ 1 ` 1 1 l�(lj �� 1 � {�- 014.5 \ � \ ` � � Q \ \ \ � � 1 1 1 ` 1 1 1 ' 1 I�� O 2. BASIS OF BEARING: THE NORTHERNMOST L1NE OF LOT 6 BETINEEN 1W `� � .� \ \ \ � \ ` � \ \ Q ` ` , , ' ' ' , I 1 � � I �U U , FOUND 5 8" REBARS , BEING N37'16'E 136.40' PER RECORDED P � \ � � � � ` � O � � � \ o � � � � � � ` � / , , �a , ` \ � � � \ \ ` O \ ` � , ` � ' ' � I � I � 1 I �� I 3.) EASEMENTS SHOWN ARE PER RECORDED P1�T ONLY, \ \I ` ` \ ` 1 ,� ` , Q , I O , t � � � � ` ` � 0 I � 1 � NO TITLE POLICY WAS PROVIDED BY THE CUENT. \ 1 \ � \ \ 1 � 1 I I 1 1 � 1 , �. ' I Q � � 1 1 � � N 1 t 15.3 4.) DATE OF SURVEY, MARCH 24, 1997. \ I\ ` ` ` � I 1 ' ' � 1 � � I I � O I ' � I I I -� 5. UTILITtES SHOWN AR \ ` 1 \ ` , t ` I I ` ' I ' , � ` �"" I I � � I � ) E PER BLUE STAKE LOGATIONS AS FL4GGED, CONTRA LTD. HAS \ � I ` ` ` 1 ' � � ' ' ' I � ' ' I 4 I ` , I � r-- � �1 � MADE NO INDEPENDENT INVESTIGAlION TO VER/FY THERE LOCATlON. � � � � � } � � � � � � � � � � � � � � I � � ____ _ � 1 � 1 � I 1 I , � I I � � � I � � I 1 I I I I I >� 1 � � � I I � � I ` � � � � P � � \ � � ti r �� , � � � � � � r � � � I I I- � \ � 4 7 5 2�0 0 � I � � I I I I 1 � � � �Q�6.4 � � 1 1 1 r � w � � I � � � I I � � I 1 � I I � , � � I I I I ` � �, � � \ � I ' ' � �Q. 3 ` 1 1 , I / � 1, G r e g El d r i d q e, o d u l y r e g i s t e r e d l a n d s u rv e y o r i n t h e � 1 I � � � I I � ` � I r � � (� S t a t e o f C o l o r a d o, d o h e r e b y c e r t i f y t h o t t h e s u r v e y s h o w n h e r e o n w a s d o n e b y m e o r u n d e r m y d r r e c t s u p e rv i s i Q n a r��; t h e h o r i z o n t a l F O U N D N 0. 5 R E B A R \ � 1 I � ' I I I , I / -1 and vertical measurements are vccur a t e t ��`" '� "" `',, ` I I I � I I --^� I � / � �,��: e 5 ;'�S f, \ I ' ( I I 10 5. �p 7. 1 knowledge and belief. ���•� �°R��'�'-� � � � � i � � f � I � 1 � o����.� ��00`�3�: � � I � � � I � � � IIIiI �` .�e � ` � � I ` OUND` N0. I5 REBAR & ALU . C�P I - y.o� ? 3 � o�.,-. 1 1 � I � � � I S7A PED 10 .G L� 45 1 / � � I ' � ��: ,���,� ��- I `�� '��`� ... ..:.. ..... < < I � � � � '� � � � / �/ ) � ,,,���;?�. ... �,,,` ..� = .� J ;�.�. : `� I � I I FIRe HYDRA T � _ : ' ' \ C I I � � � 1 17.9 �V�`A • ��.� � ..,,�����` �<P� �Q�t 1�� �ta. . ... '•.•' � � � I � � � / � � ` -� Greq EI ridge !'.L.S. ,�04� � � l J / / � / � � �� .T Cansutttng EngEneers + Land 3urveyors � l I 1 l / / / � \ \ / � EXISTING EDGE OF PAVEMENT � . P.Q. Box 3719 - 48 E. Beaver Creek Bivd., Sufte •142 " 9 � � / / / / / / / / / \ �� Av�n, ca�ereaa aiexo NOTICE: Accordin to Colorado law ou mus# ) / TM pE� 845-0125 FAx sas-sres commence any legal action based upon any defect in l / � � < ( � � � � 1 ` � ; f this survey within three years ofter you first discovered 1 � � � ` � � ���8.6 This document and the information and ideas DRA�NN BY: GREG ELDRIDGE such defect. In no event Il�a an action based U 4n expressed therein are propert of Contra� Ltd. and DWG NA6AE: c• JQBS 106199 TOPO.DWG � y y p may not be utilized or re�,ro�uced in an� way, in •� � � an defect in this surve be commenced more than ten whole or (n part without he express wri ten consent DATE: 3-26-9 Y Y of Conlra, Lid. �Copyright 1996 Ail righfs reserved. �OB NO.: �06199 years from the date of the certification shown hereon.„ . � -rls"a:����Iw359e�n:aacvm�+m�.wM1m:."�.rPlaw�aar�G'1+wpG�.:m•a6l�r-"r�.'.ryna3��Y:lfi�lras��s�saR,NOF�1Y*ae'lis:3rlp�6a�a�RY'm�.a�"�ffifi-:L9C'sr.3a:aP:r�l:�ml�ru.faK^?Rwlv.��r•�,�,.:hnaufftilaar..3YrSlnecr4cw:u'�+xiWD+lor+'r.vllc.+f1-1N:9!'a�6�lqn�.'AYM�`1�-++AAC:iIk�:l:9ee°TeR.�4T.s'1'w«aaa;x'Krmwr•caKSllr�',1��mrl���a�.A�a�a . . r_ . a�3f.']rrGC1�IaCS���.wsF1f.lnu�MlGt�iz�ta�-l4vRwn*@I'sre+l�.s��+s>��ztl�[.i*E�V�*.&:!f�f.'i�::i�ttml/�eae�CiTC:r�i�atiarwa�ek[�6#CaS1e,i�pCmclMC�miN•r.�!rr�1t S'iSS.e�.�If. SGiR�1�MR��a`2wiGJE4f�TiY1"i '�.�Sll�.p''S1�P6` �i �y �o�roF vAr� Department of Community Development _ �� � 75 South Frontage Road Yail, Colorado 81657 970-479-2138 ' • ' • FAX 970.479-2452 TM Town of Vail 75 South Frontage Road Vail, Colorado 81657 (303) 479-2138 Plan analysis based on the 1991 Uniform Building Code Project Number: B98-0009 Name: PEREZ/LOT 6 Address: 2675 Cortina Lane Date: February 18, 1998 Contractor: S.W. Builders LLC Occupancy: R3,M1 ,Architect: S.M.P Architects Inc Type of Const: V-N Engineer: KRM Consultants Inc. Plans Exami.ner: CHARLIE DAVIS NOTE:The code items listed in this report are not intended to be a complete listzng o£ all possible code requirements in the 1991 UBC. It is a guide to seleeted sections of the code. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 16.0 Feet 16.0 Feet EAST Public way 53.0 Feet 42.0 Feet SOUTH Property line 19.0 Feet 19.0 Feet WEST Property line 128.0 Feet 128.0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-SRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr Orir None Ohr Ohr None Ohr Ohr None Ot�.r Ohr None M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exterior walls may be of COMBUSTIBLE material. Sec.2201. None - - No fire protection requirements for openings. Prot - - Openings are to be protected with 3/4 hr fire assemblies. S0� of the area of �he wall maximum. Sec.2203. (b) & Table 5-A Maximum single window size is 84 sq.ft with no dimension greater than 12 .fee}. - - 8ec. 4306. (h) NOP -- Openings are not permitted in thzs wa].l. * -- These walls may be required to have a parapet wa11 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See seation 1710. £or details and exceptions. L�,•REGYCLEDPAPER � u � ' �1� �� � �ou�v oF vA�L Departmenl of Community Development � � s 75 South Frontage Road . � Ydil, Colorado 81657 970-479-2138 a • • . � • FAX 970-479-2452 FL rM AREA MIN,LIGHT MIN.VENT NO.EXITS EGRESS - - - -- - - - - - - - -�, -- -- - 3 Bedroom - -- - - -- - - - - - ---- -- --- - - - - #2 Unit A - - -- - -- - - - -Ye- - - 3 Bedroom #3 Unit H ��� 17'�� s-85 1 183 18.30 Yes 3 Bath room unit A g'15 Z s 3 Bedroom/Loft Unit B 186 0. 0� 6.10 1 18.60 No 3 $ath room Unit B 9.3a 1 Yes 3 Ha11s, closets, etc. 3'74 ���� 2'3� 1 No TOTAL FOR FLOOR 0.00 0.00 1 No 2 Living room Unit A 1088 2 2 Kitchea Unit A 285 28•SO 14.25 1 157 15.70 No 2 Dining room Unit A �'85 1 No 2 Powder room Unit A 1�9 10.90 5.45 1 No 2 Laundry room Unit I� 33 0.00 1.65 Z 30 0. 00 No 2 Master bed Unit B 3Q0 1'S� 1 No 2 Master bath Unit S 30.00 15.00 1 Yes 2 Dining/Great room 119 �'Q� 5•95 Z 648 64.80 No � 2 Kitchen Unit B 32.40 1 No 2 Halls, closets etc. 133 13,30 6 6� 1 • 524 0.00 No TOTAL FOR FLOOR 2338 �.00 Z No 1 Master bed Unit A 297 1 1 Master bath Unit A 114 29��p 14.85 1, Xes 1 Entry Unit A �•�� 5.70 1 No 1 Play room Unit B 49 0.00 2.45 1 No 1 Powder room B 454 45.40 22,�p 1 Na 1 Storage room Unit B 28 �•00 1.50 1 No 1 Laundr 0.00 0.00 1 No y room Unit B 0.00 2.90 1 Bath room 58 1 #2 Unit B 59 0,00 No 1 Bath room #Z Unit B 3g 2'95 1 No 1 Bedroom #1 Unit B �.00 1.80 1 No 1 Bedroom #2 Unit B 211 2�.10 10.55 � 199 19.90 Yes 1 Halls, closets, etc. 671 9'95 1 Yes TOTAL FOR FLOOR 0.00 0.00 1 No B Garage Unit A 2200 � B Mechanical room 525 �.00 0.00 1 135 0.00 No B Garage Unit B 619 �.00 � No B Entry Unit B 0.00 0.00 1 No B Halls, closets, e�c. 255 ���� 5-00 1 0.00 No TOTAL FOR FLOOR ],634 Q��� 1 No BUILDING TOTAL 5626 1 Y�s 2 FOOTNOTES: 1j ���SS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following, - - Sec. 1204. 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) Th.e minimum clear area is 5.7 square feet 4) The maximum szll height is 44 inches 2) Th:e number of exits is based on Table 33-A (Dwellings) 3) A mechanical ventilation system may be used in in lieu of exterior C,S�RECYCLEDPAPER _ ,� ' �,�,� TOTVN '� •a� OF YAIL Depart»tent of Community Development S � s 75 South Frontage Rodd � vail, Colorado 816S7 974-479-2138 FAX 970-�����5 for ventilation. - ,- • + 4) The requirement for an egresscwindow in'the basement is based on TM Sec. 1204. 5) The requirements For 2 exits from the 3rd floor is based on Sec. 3303. (a) exc. 3. ROOM DIMEiVSIaNS: Habitable space shaZl have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathroome and toilet compartments may have a ceiling heig.ht o� 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. - -Sec. 1207. (a) Every dwelling unit shall have at least one room which has not less than 120 9quare feet of floor area, Other habitable rooms except kitchens shall have an area of not lesa than 70 square feet. -- Sec. 1207. (b) Habitabie rooms other than a kitchen shall not be less than 7 feet in any dimenszon. - - Sec. 1207. {�) GLAZIIVG REQUIREMENTS; AI1 glazizlg in hazardous locations is required to be of safety glazing material. - - Sec. 540b. (d) 1) Glazing in ingress and egress doors except jaZousies. 2) Glazing in fixed and sliding panels o� slidinq door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors, 4) Glazing in a11 unframed swinging doors. 5} Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers, Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the q7.azing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge o£ the glazxing is within a 24-inch arc of either vertical edge oE the door in a closed positiott ancl where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual £ixed or operable panel, other than those locations deseribed in items 5 and 6 above, than meets all of the following conditions; A• Exposed area of an individual pane greater than 9 square feet. $. Exposed bottom ed.ge less than 18 inches above the floor, C• Exposed top edge greater than 36 inches above the floor, D. One or more walking eurfaces within 36 znches horizontally of the 8) Glazingain railingsl�egagdless of height above a walkin sur Tncluded are structura1 baluster g �ace. panels. panels and nonstructural in-fill See exceptzons. SMOKE DETECTOR REQUIREMENTS: A smoke detector is required on the ceiling or wall at a located in the corridor or area, qivinq access to each spe�nt centrally - - Sec. 1210. (a) 4. Azng area. L��RECYCLEDPAPER /1 ly TOWN OF YAIL Department of Community Development ��• � 75 South Frontage Road vail, Colorado 81657 970-479-2138 FAX 97 *� � a� detector is required on the ceiling or wall in each sleepinq area. - - Sec. 1210. (a) 4. A smoke detector is required in the basement. - - Sec. 1210. (a) 4. A smake detector ia required on all stories. - - Sec. 1210. (a) 4. If the upper level contains sleeping room(s) , a smoke detector is required in the ceiling of the upper level close to the stairway. - - Sec, 1210. (a) 4 Smoke detectors are required to be wired to the building's power source and sh.all be equipped with a battery backup. -- Sec. 1210. (a) 3. Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. - - Sec. 1210. (a) 4. FIREPLACE REQUIREMENTS: FACTORY BUTLT FIREPLACE: 1) Unit must be an approved unit. -- Sec. 3705. (a) 2) Clearances and hearth size must be per manufactures approval. - - Sec. 3705. (a) & (b) 3) Chimney heigh.t must be per manufacturer's approval and Table 37-B OCCUPANCY' SEPAR.ATION: Between the garage and the residence, materials approved for 1hr fire construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. - - Table 5-B & Sec. 503. (d) exc. #3 STAIR REQUIREMENTS: A stairway in a dwelling must be at least 36 inches wide. - - Sec. 3306. (b) The maximum rise of a atep is 8 inchea and the minimum run is 9 inches. - - Sec. 3306. (c) exc. #1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing if the�e is 4 or more risers. -- Sec. 3306. (i) Provide a guard rail where drop off is greater than 30 inches. Minimum height = 36 inehes, maximum opening size = 4 inches. -- Sec. 1712. (a) exc. #1 The minimum headroom is 6 ft. - 8 inches. - - Sec. 33�6. (0) Enclosed usable space under the stairs is required to be protected as required for 1hr fire-resistive construction. -- Sec. 3306. (1) SHAFT EIVCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet inay lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. 1706. (f) 2) Gas vents and noncombuatible piping installed in walls passinq through 3 floors or less do not need to be in 1 hour shafts. - - Sec. 1706. (c) 3) All other shafts are required to be enclosed in a 1 hour assembly. - - Sec. 1706. (a) ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches L��REG7Cl.EDPAPER �' u �y TOWN OF UAIL Department of Community Development �� � 75 South Frontage Road Yail, Colorczdo 81657 970-479-2138 FAX 970-47or more. The minimum size is 22 inches by 30 inches, There must be '��S��s or more clear heigh� above the access. -- Sec. 3205. (a) T'� 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50� of the required ventilating area is provided by ventilators located in the upper portion of the attic, The upper ventilators must be at least 3 feet above the eve or cornice vents. -- Sec. 3205. (c) For a 563.0 sq.ft. attic area: Ratio Miminum sq.ft, of vent 1/150 3.75 1/300 1.88 CRAWLSPACE REQUIREMENTS: 1) Provide ventilation either by mechanical means or by openinqs in exterior waZls, Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space. Openings sha11 be distributed on two opposite sides and be located as close to corners as practical. - - Sec. 2516. (c) 6. Note: Vent openings may be reduced to 10% of the above if ground surface area is covered with an approved vapor barrier and the building official approves. For a 783.0 sq.ft, crawlspace area: Ratio Minimum sq.ft. of vent Z/150 5.22 2) Provide 18-inch by 24-inch access opening to the crawl space area. Note: opening may be required to be larger if inechanical equipment is located in the crawl space. -- Sec, 2516. (c) 2. 3) Unless the wood is listed as an approved wood o£ natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joiat is 18 inches. The minimum clearance to beams and girders is is 12 inches. -- Sec. 2516. (c) 2. ADDITIONAL REQUIREMENTS: For R3 occupancy This project will require a site improvement survey. Such survey shall be submitted and approved prior to request for frame inspection. All crawl spaces within the Town Of Vail are limited to a earth to structural floor cei].ing height of 5' , be earth floor only, be ventilated as per UBC 2516 (C) 6 with minimum access as per UBC 2516(C)2 and maximtun access of 9 sq. ft. Any building site with a s�ope of 30 degrees or more shall require an enqineer design. Such design shall addrese drainage, soil retainaqe and structural design. Excavation below slabs on grade shal]. not be permitted without prior approval. Address numbers ahall be posted plainly visible and legible from the street. L�s RECYCLEDPAP$R �► TOWN OF Y�qIL ',� : ��11 Depa�ent of Comnsunl�j,Development 7S South Frontuge R� Yail, Colorado g16S7 � i i 970-479-2138 � ' FAX 970-479 2452 • � . . F�r M1 accupancy Szope garage floor �o TM f��ar drain with sand al��w for draina e Any garage floor and oil intercep ortto�u�sic3e �o provide a Eagle Valle d.rai� connected to sewer d�Y well or to Y Water & San��at�on must be a sewer. Distr�,ct, ppxoved by Upper In garages with livin beaxing the g area above, area above shall be t�� waZ1s °f the reszstive cons�ruction. protected with, one gaxage wiic� a�.� UBC 503 (gj , hour �ire L�R�7'�'LL'OPAPEI2 . , , - e;.�. ��!�� _ � � ���� " � ,� TOWN OF YAIL • ' � . Department of Community Development 75 South Frontage Itoad a . , • Yail, Colorado 81657 � 970-479-2138 FAX 970-479-2452 Town of Vail 75 South Frontage Road Vail, Colorado 81657 (303) 479-2138 Plan review based on the 1991 Uniform Buildinq Code Name: PEREZILOT 6 Project Numbex: B98-0009 Date: February 18. �}98 Address: 2675 Cortina Lane �ontractor: S.W. Builders LLC Occupancy: R3,M1 Architect: J.M.P Architects Inc Type of Const: V-N Engineer: KRM Consultants Inc. Plans Examiner: CHARLIE DASIIr� #� SHEET IDENTIFICATION CQRRECTION_REQUIRED_____^`__M_________s�_^ y1�� ^ J ~ � Provide an attic aacess (22X30'min) to each atti� area. -- Sec. 3205. (a) 2 This project will require a site improvement survey. This survey eha11 be submitted and staff approved prior to a request for a frame i.nspecti�n. Under no circumstances will a frame inspection be done without an appraved site improvement survey. 3 Projects which are approved by varianee to be built into a setback or over allowed zoning building heiqht require an additional site impzovement survey upon completion of the founation to document the correct location and elevation of the structure. 4 C1 Al1 new construction within the Town of Vail will be required to have a Public Way permit plus an initial inspection by the T.O.V. Public Works Department to approve site drainaqe and culvert installation prior to any Building Dept. inspections. 5 This project is restricted from the burninq of wood in fireplaces. Unless the lot is a restricted lot in size, three gas loqs fireplaces and three gas appliances are parmitted per unit allowed. Gas 1og chimneys enclosLres shall be one hr, protectecl. 6 A3,4 THIS PROJECT REQUIRES TWO ONE HOtIR WALLS BETWEEN EACH UNIT WITH A ONE INCH AIR SPACE FROM FOUNDATION TO i1NDER SIDE dF ROOF SHEATING. L�RECYCLEDPAPER u �y Tou�v oF v�rr, . � . Department of Community Development , � 75 South Frontage Road Yail, Colorado 81657 970-479-2138 FAX 970-479-2452 TM 18 No Info Furnaces not listed for closet or alcove installation shall be installed in a room or space havinq a volume at least 12 times the volume of the furnace. A boiler unit will require a space 16 times larger than the boiler. UMC 504 (b) 19 Supply a mechanical clrawing indicating design of system, size (BTU and volume) of equipment, ven.t location and termination, and combustion air to be supplied prior to any installation. 20 No info This factory-built fireplace must be an approved unit. Include the manufacture's name, model numt�c�r, and approval information. -- Sec. 3705. (a) • 21 A1 No info The garage must be separated from the dwellinq byr 1hr fire-resistive construction on the garage side. -- Table 5-B & 503. (d) exc.#3 22 The door between the garage and the dwelling is required to be a 1 3/8 inch thick solid core or 20 minute self closing door. -- Sec. 503. (d) exc.#3 23 A1 An access is requied to the crawl space area. The minimum size is 18 inches by 24 inches. - - Sec. 2516. (c) 2. 24 A1 The crawl space area is required to be ventilated by either an approved mechanical means or by opening in the exerior walls. - - Sec. 2516. (c) 6. 25 Include a copy of the sozls report for the site to be built on. - - Sec. 2905. C,•RECYCLEDPAPER � .: ��•� � „ ''ll .y Tou�v oF vA�, � r . Department of Community Develo�ment , � 75 South Frontage Road Yail, Colorado 81657 970-479-2138 FAX 970-�j79-2452 This area requires an exterior opening for emergency TM escape or rescue with clear area/dimensions specified. - - Sec. 1204. 8 A1 Crawl apaces are required to be ventilated by mechanical means or by openings. Such openings shall have a net area of not less than 1 sq. ft. for each 150 sq. ft, of under-floor area. UBC 2516 (c) 6. 9 A1 Provide a minimum 18X24" underfloor access. UBC 2516 (c)2. 10 No domestic dishwashing machine shall be directly connected to a drainage system without the use of an approved dishwasher air-gap fitting. UPC 608. 11 Cross connection control devices shall be installed to protect pollution of potable water supply by use of approved backflow prevention devices. UPC 1003. 12 Plumbinq fixtures with mechanical apparatus shall be supplied with an access panel for inspection and repair of equipment. UPC 904. 13 A1 Heating and cooling equipment located in the garage shall be installed with the pilots and burners or heating elements and switches at least 18" above the floor level of the garage. UMC 508. 14 A1 Equipment located in underfloor area shall rest on a concrete slab or be suspended from the floor above, be provided with an access and passageway, and have a permanent electric outlet and liqhting fixture? 15 A1 In buildings of unusually tight construction (all new construction within the Town of Vail) , combustion air shall be obtained from the outside. Such combustion air openings shall be as per UMC Ch. 6. 16 No Info Approved qas logs may be installed in solid-fuel burning fireplaces provided the installation is according to the listing instructiona, any damper shall be removed or permanently blocked, and a safety shutoff valve is provided. UMC 803. 17 Gas fireplace appliances are required to be installed as per listinq installation instructions - with a "B" vent only. Combustion air must be supplied from �he outside for all new construction in the Town of Vail. L��RECYCLEDPAPER .�a. . • r� .. .. . . r : �• .u. - • � . . � . . . - � . 1 ' . ..� .. � � � t 1 � • ' . . .�. . . . � . . �. � � .. . . . . . . - � �. _ . , . . ; . . , _ . . , . _ _ . . . i � : . . ,. . . �r . ,; �., r. . . . - '. . . . . . . . . . � . . - � - � . . � � . . -. -r.'� . - � - , . . . - . .,� . . , . . . . - . . _ , . _ . ^ +. . - - _ _ . . . . . . , � .. . . . . � . . , . . r' - � - . . . ,. - . . .�. • � _ . , � . . _ , . . ' . . . . .. . . . . . . . . . . . . . . . . . . , . . . . . . . . . , . _ . . . . . '� . . . _ ' ' . .. . . , � . . . ISSUED: 7/28/97 BID: CONTRACT: REVISIONS: ` ' ` ` j 1 - 8/20/97 � ' '� ` � ` - - _ - / 15/97 � ' � �-- = � GENERAL NOTES : 3- i9/O6/97 \ \ � ` \ � � � � � � � �,, `� �., � � 4- 12�15/97 \ � � ' ' , � 1 . 7HlS BU�LDlNG WILL BE EQUIPPED WlTN � O � � � ' � , A FIRE SPRINKLER SYSTEM , � , � � � ',,, � , '�, I `' ', 11 `, � ` � \ , , ` � ` \ \ 1 , ' I C� 2 EXISTING GRADESRARE ' AP�ROX� 40� MAX. ` ` 1 ` , , 1 ; \ EL.ECT TRANSFORME � _ `� _� _ , _ ! 1 S52 08 '30 "E � � � � `� ` d ; 3. ALL WORK SHALL COMPLY w/THE PROVISIONS — �'` �'� � ' 19 � 2 � , '-�' "' -- � - -� — *— —� ' OF ALL STATE AND LOCAL LAWS, BUILDING � I � , , , � � , _ ., �� - - '- � - � ^ ' - Q ` 7ELEPHONE EDESTAL CODES, ORDINANCES AND REGULATIONS. � o I ' � o ' o o � � o o � � � o � 1 O 4. ALL RETAINING WALLS SHALL BE A o I o i o o � o , , o 0 00 � I � ` , , � ! o MAXIMUM OF 6 ABOVE FIN. GRADE. � � `� � � ' � � � � � � � ��. � ✓ � , ' � � � �'� ^� � + � � w 5. INSTALL A SILT FENCE AT THE PROPERTY � � � I �, I � I �� , � � � � � � � � 1 � i ,� � ; '� i � , � � LANE ADJACENT TO CORTINA LANE. � W � �_ � � � ; � , � �1 , , , 1 'I, '� ' � � I 2 000 �' � ': � —� ', �� � r.q. w. I '� � ; � � '� �'� I � � � ' � , ! �I ,I1 � � ' � � � ' , � II � � - M"'� Z W O , , � � � � � oaa. s�� �� ; � ,� ,� ,I �, ,� , � � �, ;, � ��,�, , ,�! � � �� � , �.I , ;�� � � � � � �� �W � � , � �` l� o � d � �; I � Q I I I ', I i , I UM!T� OF C'ONSTRUCTION � I I � �I , o �j � � DISTUR8,4NCE FENCE �I ��I I',I I N � S I S O F E L E V T I O N � � I V � � � `� , � , � ��� � � �, I � ,,� �� �� � � �� � � o � cR�a c,a� cu� r�orvs: � o I `� i � • S ER �IANHO # 004 Q I � I � ! �I � `I1 I I �'7 I I ERT IN EL - 100 .00'(ASSUMED) ( ) r' L J � I , ` � 1 , i i, � I , RIM ELEVATION � 009 . o LOT AREA — 0. 634 ACRES 27, 617. 04 s. f. w Q � I I��� ', ' `� I � 1 � � � '� � � �� 1 � �� ' �I � � �, ��� ` � ' � 24. 0 � � ALLOWABLE BUILOING AREA: ry � � U M� � 3750. 0 s. f. Q � � i � � � �� � � � � � � i � �, � 1 — 15, 000 s. f. x 259 = � . II � , ` , RIM I W � '' �� I I � , � � ' I �� � ' �� �� I � '� ; � , �, Ma� �. � FlN. �, �. � , o� , - '� ' � _ 2 - �z �, s1 �. 04 s. r. - � 5, 00o s. f. � X io� � U Y � wi � � � � � T. o. � � ;� � � � � � 10',i9.� � �`� �� � � = 1 . 261 . 70 s. f. U � , � I � � � � � i o50 0 �j��� '',� � � � BASE GRFA ALLOWED - = 5, 01 1 JO s. f. Ln O =� ( � , � '� � , I , � � � , , �I f,;�,,`�, � �, - - -� ;, oo � , 8- �. � _ Q'+ � m > I , � 1 � , ' I 1 j �.`AREA �N � PRIMARY UNIT 3, 007. 02 s. f. O (� ' ~ � I , ' ' I I I I `'BELOW �K I I 8 ' � SECONDARY UNlT — 2 004. 68 s f (�J � � , � �'� � i I � ''�, I 1 I ' , ' � — - i., , . , � � tO ' � �' � � O ADDITIONAL ALLOWANCE — 425 s. f. / unit � Z � � I i '� I I I I ' I I ' RIOR — _ I � , � ' � � � � � � ' � � � � � � � ��� � ' � � ��� � �R� ' `, � . � � uRe ST P GARAGE A 300 s�f. � car = 600 s . f. �'� I , � � �WATER RVICE) � � unit m � ' � � � , � � Q � � '� � �, � � � 1 , ` � 1 � - - 1-� p TOTAL GRFA ALLOWED — w p ' I , 1 ', � ; 1 � � ' , '� � ', ' ' I� ', 1 I ' � � � PRlMARY UNI T — 4, 032 . 02 s. f. � ' � � ' � 'I I,� , � I �� ` 4 CONC. P w 2' IA�r: — 3, 029 . 68 s, f, � I , 1 , �, 1 ' ' 1 1 ', 1 ' � � SECONDARY UNIT � rt , � ''�, ' � '� ' . I�� F11LL WID7H AT � . I z � , , � Q � � � ' I ' � � 1 � r � �� � „ � , � � � � � Q� � �� � ' , � � � � � � 05 ' � ��� I � � �, � � 1 :�7� 'SL�PE � � �- � •- � `' � � � � �,����� � i � c� O � CEN�R4! � w . � T � - p � 1 ' 1 � ', 1 1 ` 1 55. 0 44. 10563 \ 'I`�' I °1 �I' . � � HEAfi�D � ~ c� � p I 1 t i �' 0 1 � '� ' 1 X 4I� I�� `1 02 DRIVE � l . ' ' -_ � , 1 4� � , 7 � ' AREA = 0.�634 ACRES ` ` � , , \ l � I , 4 "x4 PD - ^ i� � 1 STREET ADDR SS:�, 26 �3 GORTfNA 1 NE 1 , � �� '�. � � - � , ` ` � I11 = = DELTA 06 ' S0 ' 00 ' � . ,. � Z ` I 1 ' l ` � ` \ 1 \ \ � � iI� �. I�� \ = = CHORO BFARING S37'26 09 W I ' ' � � T 18. 51 ' I i ' ; 1 ' 1 , \ � `�. ` R,4DlUS 310.00' \ a LENGTH 36. 98 ' V � , I ' ' � , � i = _ � Ck10R0 36. 95 ' � � ;, I`� 1 i 1 � \ \ � � � o, �: ` y 1 ' � I � !�, ' '� \ \ � - `� � � = � U O t � � \ o Hr � -_- � ; � � } , I '' 1 1 RIOR � , _ 5 � � � , 1 \ , \ � � � �crE � , � I � m � o 1 � 1 '�. `,� \ FIXTURE �' � ,� o n , \ '. m � nrn ��, � � , � � � I z _ I � - _ 1 I I � \ \ , , s \ \ � � (ti ° 1 . h1K �LOPE _ _ O � u � o � 1 � � \ , \ , � , .7 �,'� Iw � �` � 1 - � > � oa , � • 1 � I ` � � � � \ � . \ HEAiED � ` - m ��°, ° N , , �\� � � � � � � �, � � � Y UN � �I �� �DRIVE � 4u � -, w °� � x o °' �;. 1 � , 1 � � � '� �COf� R !:T o �� o . _ ": w O w „ o � m \ - 1039'- � , o o { _ ; � TOwn of Vall Community • � m � , I ` , \ \ FlN. • 1 i 'io13. No � - � U � w � � , � � ' 1 N F� ` � � - _ � � ;'' Develooment Q Z o � a a rn � •. �o OL > t� f O I \ �, \ , � \ , \ \ I � r � I P181� RuNd � Health Flre ,: � - � I .'- � p � ` 1 . 0 18. z LL,� ' \ ffI.DG. CORN - z �P ,�C- .- o� � I � � � � 54. 0' O. W.;, • • W; , �sr �. rovea G � � . -r- _ -- �3� -"� `.-�-- � � � � �W ` p � � � LO M 6. � - � �. � � i � i � �_ , � � , `�. � O � � p � � � � 7. 0 � ,?p _ � Uenied E7 '-' ��f ; I- - � � i 7,"` I ` —'-t- -,�_ \ �� �_ r O \ �p � � �i� a V I � � � ; - � O � � � 0 _ _ i _ � W - - —"— � —� ' � � � O , i p � Q Vanatty ot Perm�t � � � i � � � '� � � � � � � � � �� �� �' �� —__� T � �� � � DECK j�� �� � N , � w � Sec. 303 (c) 19 U . B C. � �� � �- � � � ? � ` I � LIMIT OF CONSTf�(1CTiON � 3 ' 45. /�3� i , ' W ~ �i�e i� uance or gran[ing of a pe!mit or approval of pia s an � , I j �,. \ y ' 1 DISTURBANCE FEWCE � 'r ;� �� �� � 6. �' ~ � � ,;' � ��etions shall not oe construed to be a permit tor or ;, , V _l , �1 `, � � k' I � ` � , I I ��� �o � Q oroval o`, any vioiation of any of the provisions ot th co I,� � \ �� 1 1 � ; I � ;r oi any other ortlinance of the �urisdication. The issu nce f ` I � . nermit based upon plans, specificauons and other da sh i' -��� � � ' ' i � I �_ p. �,y_ ,� o � I � �,�t provent th� bwlding official from thereafter requir ng t e w fia�tions an u� s�ld �s, s es� --.. .- rrers P c �sn et e P+ .e r e�, T� , \ I 50. 0 ' I � o T. 0 � � 1 3� i I �� .. \ I '�' � N47'S2 '00 "W � ,l � � ,��/ _ _ . . - — ._ �� � 190. 03 ' � o r OIrT� �''`` � �7 .' �;' I �I I � 1 / , .�- DRAWN BY �� � I �' � � � � - � � �'� CN�CKEQ' �� � � � �� , �� I i. , � . 'J �p� - � d'C+�' . -. �. r �� a � � r' �� �� . ' ' . 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BASIS OF BEARING: THE NORTHERNMOST LlNE OF LOT 6, BElWEEN TWO 10 0 10 20 30 � Z ,- . , F ; � [� FOUP10 5/8 " REBARS , BEING N37' i6'E, 136. 40 ', PER RECORDED PLAT � ( ,� a �� 4Vj��Rt ( ��. /: LJ� �^� IId J M d q ! Q�vr� �� ail 3.) EASEMENT� SHOWN ARE PER RECORDED PL4T ONLY, SCOIe I �� _ � O � ""' ' "" � ND TfTLE POLICY uVAS PROVlOED BY THE CLIENT. : ' , � r � �, ^ J � �� � 4.) DATE OF SURVEY, MARCH 24, 1997. 5.) UTILITIES SH04YrV ARE PER BLUE STAKE LOCATIONS AS FLAGGED, CONTRA LTD. HAS CONTOUR INTERVAL = 2 FT. MADE NO INDEPENDENT INVESTIGATION TO VERIFY THERE LOCATION. ; . SW-lot6d. dwg 12/15/97 ;; � _. . . _ . . _ __ _ _ _ _ __ . __ . , _ - - --- -- - ._ _ . .- - - - . . . . .: __ , _ . _ _ _ . . _ _ _ . —. _ _ . .� _ " ' _ ._ . . _. . �._ . - __ � - _ ��: . . . . �. . . -. .- _ _ ..-.' J...._ _ .__� .._. .�_ - � - ' " � ' _�ac.�� = .-.�. .• ..Sv�� 4 _ _ - ' ' ' - '� ` ;yy.� �( ..,,�� J��. . 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I -� - � �p tOt_ _� i'-0' - - -� � 1- I ; iots'� ' wNC. s►.ne � sr� � ;�-, � a p , � r � _ l � srRUCruiw. - �� � � � �� � I � o — - -- — -- � � � i _ _ _ �. � � � �, !� � � - � i � r- � — - - � -- . � 1014"-� � '-- _ '�; , � — — — --- -- - - - -- — — — I_ - � —'- � _ � i O — ---- LJ'—O 1011 '� 6' __ — : _ _ _ ' i j — - — J DRAWN BY: _ i CHECK�D - - - - - - - - 1016'- C 1D15'• 4 I/ ' .,.; , , _; :: , , EXf�IOR I.IUtf �--- - , f1XfU�ES � fYG Q - - - ---- — O O 1011 �'R� 1�)G 'lU 1/Z. t ' `t , ' � , ",, .a✓ � .ti 1 ` �-'�- . • , � •. ti � ' . EXfG�RIOR 6K�Hi � , � ! ' � t' .a � 5 '� ' NXft�S � . � i `'"^ � i-� �_ ; '�, ,j d -�$ ;i i; . 1011 '. - , s� h � � . . I � � 1 . r rt ' \ _ r '; ; � � , ' .r , , � tE'-0' 9"-0" � •'Z { - - OF: LEVEL ONE 1/4`sl '�0' PKIMARY UNI1 - 85q . 1 S.F. SEGONOAKY UNIT - � 3qA S.F. 1"OtAI. 16qa . � S. F. - ��'�" C' , -� � - � .� � � � .. . ... . . ; _ . ._ : . . . . , ,.. . ,. _ . . , - - - - - � � � . . . ,:, _ . , - . . _ . . . _ .. - - _ _ , . , _ _ . . _: . _ . _ _ , :�, . . . . . . , _. , . p 'n I Y �: . . , n. . . . l • . . . .� • ��I - : . � . .• . �� • � � • . !. `.�rr ��uY + uwr �o �ha'e G° � �} . r _ v �iF '.: � . � . . . ,. . . _ .� � _ � . . � _ ^ ,. .. ,T . .,� � y _ .. � _ . �. : . . . . .� . - � -. .� ` . � . �. . . . . � . - " - m . �. n . re . -. _ _ «. . -_ . . �-: -s - _ � � _ . . . . . . . . . . . . , _. _ . . . ij a. �� . ..� � . Yi . '� " :l�'.6Y " - �:�i'. _:iK'�.`-�-CW-�`r^�.L:�rG:r.�'r�L` C�.,:�L'�:�L..w� _ . . . _ " - . � lftlY'tii+�m �s ef�� � "°fic �[:i _ct ��.:_:- '.-x:-r_ 1e�. . ,i.. , . . . ��n - - . issuEO: BID: CONTRACT: REYISIONS: ' ' GENERAL NOTES : GONfRAGfOR f0 NOfIFY ARf,Itlf(Lf OF ANY 015GI�PiU1GIE5 . IN DIIIf�ilONS OR OEfAll.S 6EFOKE GONfIli1M�G WORK u.�. wo�c sr+nu. wwn.r wim rr� rROVisia+s o� nu. SiAfE NID I.OGl�. 6�W5 , 6tH1.01NG GODES. OROINANGES A1n REGU.AfIQK. � � ow z i Q � a � oQ Q � o N z J � � � � o 98' - 7 �„ � � Q � U v � . A-+ r� m > O c° � N 1094 '. - -- - � � FIXf1� 61GH1 ��'1 - - -- - - -- -- - - - - ��� •. - i , — — — — — — — — � !— — -- — - - � STORAGE �1 ° , ' io�— �— � �, ; � TR , , � � 1031 '-6 ur �o�_ totb"� �' � ! � , r-- — — — O � � ! !� ;: � � r— -- — - � � i, P . R . - ❑ � _ — - - CLO . ; ' ; ' �� � ' REC . ROOM , ! � LAUNDRY p BATH 2 , � � i CLaI, � � - �� �� � �� ! M . BA 1 '� °M � � \, � � �, � � � � �, ; � � --- � � iozo '-�v� � � � ,1 _ _ _ - 10. . . p ; '� 31 4 ; p �-- I � rn � �, , . �—J � .��. 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ROOF 111E RIDGE — t060'-5 3/8' — SAGE GREEN RIDGE — 1082'-2 1/2" METAL ROOF � RIDGE — 1064'-7 1 /2" — �� �E� RIDGE — 1063'-3" RIDGE — 1058'-6 1 /4' RIDGE — 1063'-3' ' i , � � � i _ � i� � 2'-2 1 /Y LINE OF EXISDNG CEDAR FASqA — ' � CONC. ROOF T1LE �� �y DK. BROWN � � -- --- RIDGE — 1059'-1 1 4' „_-��, BUILDING �D OF r • — SAGE GREEN 72 J ` - i I �- --� � �\ Q 5 T O � , � � i � � � 0 i � � ' ' Di i �� r� � - � �� i `---� �— —� ; - i � ' � , � ' I I � Q � � , � — � � � LOFT BR . LEVEL i� ' ` __ _ _ — - I �' ��- ; LOFT BR . LEVEL I 0 EL - 1051 '- a" - - - - - - - - - UPP R . LEVEL - - �-- - - , - , , - -, „ srrrniEnc s7ucco - -- ---- --� I -- - EL - 1050 - /2" - - r-- �� � I EL. - 1051 - 4 J � � CLAD WD. 1MNDOWS - � 1 - CHINA WHITE � - - BEIGE � � ! � � Q O ❑� � I � I / � ` I � ' � � - -�- ��: r_, _� � — � � : - �� . � - - - - - -- - � � � � i � ' � ' - '� - � r z ! , ' . � � w � � O MAIN LIVING LEVEL ' ' i I I � . '' ` � , _ _ _ " ' ' ' ' ° ' '' ' � ` ` i , ' MAIN LIVING LEVEL � -, e -* � - - - - -� - - — - � - - - -- � � r_, , ; - 1 EL - 1041 '- 4" F+�1 � EL. - 1041 - 4 ; � � MAIN LIVING LEVEL r ,- -- - � ' � , - - y - - �—� - - EL. - 1039'- 0" � � I � `I i � - - - I ,i � � I a U Y _ -- - - - , , I I ' U J . � � ' I i „ .� , ' .d: !. i � � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I � I � � - - - - - - - - - - - - � I BR/REC . R �A . LEVEL J Q - --� � � � i :cr .�_,��,�, 4. „„ , � -- - _ _ - - - - - - - - - I �- - `� EL. - 1031 '- 4" � � � � � � . � , � O � i � � i i ��L���' '��`�L' I N ' � _ -� , � � i � `� � = _ _ _ = _ - , i i � i , ' . - - -, � i � � i � � ; � ' � ; E _ _�_ _ _ _ _ _ _ ENT Y L VEL F�� '1- - _ i _ -- - - - _ - .. - -- - - - _ - j I � ' �_ . , ;- EL. - 1021 -4 � NORTHWEST ELEVATION ' i i ' ,- � �- - ; � �g�=� �_0• I I / �--s -, '; :" I � ; �" =- - i i i J j ; � � - - -- - - - - -- - - -- - ' - �' ' ! GARAGE LEVEL _ _�� - - - - -�' - - - - - - EL. - 1011 '-6" NORTHEAST ELEVATION � /a•=� �-o- � corac. RooF n� � �, CEDAR FASCIA - - SAGE GREEN � � pK. BROWN CEDAR FASCIA - V o MISSION BROWN � � � RIDGE - 1064'-7 1 2� RIDGE 1064 7 1 /2 4 � , Y 7 m �� � CLAD WD. N7NDOWS - , . � 12 RIDGE - 1063'-3" � o 5 � RIDf',E - i864� 4r�1� DESERT TAN , ! P��+ � ' - RIDGE 1062 4 5/8 -rL � -�� � -� '^ � aYi � o rn 'y "y. _ ._I ° '� � 4 . . a . . rvy +l. .. t� � v r. ' y ;. � . �: . . :: N 'i � i �:r '� �. � -�.Ly �l. �-r.�, ��L��4�,� I. �_1 •i-�i i'� i i L � � : : �i�,.,:_ . .. -.. .1 � p�j � X - -r 'AMASTONE� BLOCK � �� Yil� ".�4 � nY1� � ��J. ` � � /,� J -+.�: 1.�' � � �.r -, �- - RIDGE 1060�-5 3/8' U � m ° -- . � ' ' �� RIDGE - 1059'-1 1 /4 7 , 4 m n � -�- - - _ _ _ __ RETAINING WALLS _ � \ - � � � _ _ . _ � ❑ � � �, � _ WINDOWS - > �' � - LT. BROWN � ( 4 �; � ' CIA� WD. o �$ o N i � I � , � I SYNTHETiC STUCCO I i I L ,,�,u_ �. _', ' _ ,�. J . BEIGE m ON `o '"� T.O.WALL ��j �; i � - CHINA WHI7E I ; � -�f� - � ". ' J O U � 54.0' �__ J — - ---i I. - -- - t „ ' , ^ _ , _ � -�i � w y m � - - ' �1=-a- /2• � ' RID - 1051 �-s i /z' ,' � � , \ � - LOFT BR_ LEVEL V oLa ° ° � -- UPPER M . BR. LEVEL , , ; y --.� - - - - - , „ ' 0 Z oc� aao, , - - - - J � . . , . , � » � �"y i - � � � EL. - 1051 - 4 4g.0' GAS FlREPI.ACE EL. - 1050 - 10 1 /2 - - - , Y ' I ' i _ � . r � ' � • _ . �_ T.O. � EXHAUST - TYP. -- ' �-- � � � I I-- I I --� DKD BROWNLING - _ �-- o� �- --- — - - �- —, � I ,, � ; � � __ , - ,- - �--- � � _ . _ - __. , � � � � � i i � f-" � � � � -- � � � a �o �e o��N� , , ,� � —J � � _ _ � - � , - �- . � - � . , � . � , . , ; ,, . � � � i _ - � � 1 � I' � � �� � � c MAIN LIVING LEVEL W ,.� � � , � r . � ���_ � � ° � � � :i :: � � , � � � � - _--- EL.- 1041 ' - 4� � � � MAIN LIVING LEVEL �� " �� ���� � ��� '� ' ; � � " ����� � � ` � '�' - - - - , - - �--_I , I , - �� - -- � � � EL. 1 0 � � I ' T.O.WALZ - � � I i I I I U I i i I i I 38.0' I I � � _ I � � � ., ! ❑ I _ , i � � ' � ' , . � � ,` , � �I , , : . - „ - ---- — - E C L � � I � � - -- i `:� ' � � � � ' --- - -- � ; , �., . , . , � , , _ _ _ . _ � �. � � — — — — - - -- - - - - ; . . , � . , ; . : . - i so.o' �� - _ _ _ = -� - , - - -- - -- - - 1_ --- - ; I . - 1031 � R BR R M . LEVE - - _ - �. � i ; � T.O.WALL ! �� LOWER M . BR NT Y LEVEL � � ' 'T""'` ' I �' \ DRAWN BY „ — — — �-- � � � - - - - - -� . i - - - - --_. � I `, \ EL. - 1026 '- 6 � ' j ' ' , i CHECKED: , _ . __ � � � � � , ' � -� ' � � � � ��� � � ENTRY LEVEL ti ti �� � -�; � - _ , I G � -�:: � ' � ; - . , - --_ �--- - - - - ;. _ __ _"-- _. —�_____ ' r T � � M .. � _-- - --- - -- - ---- -- -._ .._ -- --- - i EL. - 1021 '-4" : v r : . , , ,, 8. \ -- - - -- �- _ " ..� �: ' � -- -- • - - - T.O.WALL � — _ _ . . _ ___ __ — - - - - � � �,r- �; , 18.0' .� - _ _ — — -- '- - - �: , LW _ — - --- --- - }; i \ _ _ _ -_ _ � � i L� I � , f �( �' K' i , ' ' -- _ ._ GARAGE LEVEL _ _ . -- { F - J ; i ';l� � ; - - - - - - —+ - -- - - - - — _=— — - -_ __ _ _ _ - _ � _ � � - - - - - - - - - - - - - - -- - - - - - - J - -- — . - - EL - 1014'- 0" - - - - - - - �'' ,;' _ T � � �` i - - - -- -- I�; - - - - - - - - - - - -- - - - - - - - - - _ _ ,_, - - - - - GARAGE _ EV ,, L L =,.,�• �, , � `' - __ -' E�. - � �� � � _ 6° , �, ' ^ ' . r�; ._ � STONE VENEER `' -_� N0: „' =� �OUTHWEST ELEVATION SOUTHEAST ELEVATION oF: � i /e'-� '-o• � /8"=� '-o' , � . � t r . �� � . y, r 1 ' , „ � , , . , . . . _ , . . . . , ., . _ . -, _ _ ; . .. _ _ .: _ _ ' �. / \. . - :�- . ._ f� .f.d- '. � ��. . . . -. L. - �. �. . .- _: � ...�� . � l � �n ��� . . _� .... i. i-L n � • �. _. � . , . -. . a. � ♦ � . .. .. .' . . -, . . '� . . J. . . . i . � . r• �,i i � r . . . _ c . -L � .i . � .. . � . .. . . . 'L . �. . i. . - _ _ _ . 1 . . . . . P _. " ':•.� ♦ ... .r . , . . -. : � . . _ . u . � . i• r . . .. . - . � -. - � .. n ', l - _ _ _ . . � . � . . . . 1 . . . . . . . . '� . . . . W _ l J' . . .. : . . . r' �� -• . .i . ' : .. .. .. :. . �. o _. . � ..� Y 4 �- � i..._ . .y � .. .l . . . . . , .. . . � .. . . .. .. r . .. . � . . . . _ : . . . �, � . � . . . . .. . . ., � . . . g . i _ .. i. . . . , . . . .. . . .. . , , _ t . .. : . , _ . . :: :. , .. .. .. , .. , • . 1 ..` , ,. . . n + . , . . ' , . . ' Ti' ' . . . � . , . _. . . . . . . . . . .. . _ . . � � . � . _ .. . . . . . . . .. � . ' . � '1 . � . , . , . ... . . . . � . . . . - ' 84' - e" , � T. O. W. = 1055' r:�� Al111111pt/,7 2U' - 0" 11 ' - 8" 28 ' - 2,. T. OF_ = 1030' . �� ,. .� , ,� .. � h ' ; � t3 ' - ' t t ; z., .����P�C�6HFC�. � , , , . --- k, - �' - - - _ - - - _ __ — ��;.�p�Y !}ti , � M I `� �D � � v � r : s. r - � � - -� - - - - - - - - - - � - �� � �� -�= i. � • 1� "�9 � ' � • O-j 4� �• I '' � �� e ^�� ( 10) - {� 6 ' s -- � . ' VFR? . I T. O. W. = 1050' -0 ' `� �' ::�r . ,N,;:� I I . . � # 5's � 12 " VERT. I I �. � — — — — — — — — — — — -� -- -� I T. O. F. = 1036 ' - 10 " ���iii�64t��N�p��������\``• � � I EACH FACE I 16 �� I ' I � 4 ' I . . . . __ � l . U . l`. �. �s'S � i2° vERr. --. � I � #s'S � i2 " HoRZ I �- - - - - - - - - - - - - - - - - - - - - - -� ` JAN 26 1996 [ACH FACE EACH FACE � I . ,;; � �.. �j5's � 12" HORZ . I I � //5's DWLS x <v I � � — — �o � 6" OFFSET 2 ' - 6 �` � 4' 0' - - - - - - - - - - - - - - - - - - I � EACH FACE I i T. O. W. = 1054' -- � 17 I � ( , I I � 5 0 � � �{ 5's DWLS x J N T. O.F. = 1014' - 3 - g7 � m � n � 6° ( OFFSET) 2 ' - 6 S7 / I T I a �- -- Z � � � � � T. �. w. - , �54� _ 0 � — — - � 2. �„ U .q � �n - - - - - - - - - - - - - - — O. F. = 102 - — - - - - - - - - — I � I � - . - � -- - r-r- -- --- �- _ �__- � - - -- - �- �-- �--- - ,- -• --- •- _- � - - ---- -- -- - - - - — - - 3' 0 � r � � I � . . . � ' -� - - � � -�- * -�- - • - � - -� - - -- - _ �\ � I � � ` rn rn - - -- - - r_\. `° Vl i J�%" I _ 1D40�- 10 STEP � Q � rn a � — — — — — — — — STEP — — — — — — — — — — ---� `� � FF' �— — — T.� 0, SLAB r.O.F. ,n F '� — — — — — — — 1 i � # � L -� T.o. F . I r — T � . � � � -- --- -- �, � - -- ---=' � � � .� ( i �) - # 6' s - -� aDDiTiONAI 5' s xta' � 6° T. O. W. _ � Ona' - 6 �1 `p, �,, _ V R T HORZ . � WSIDE FACE '- � � ---- ` � E . I _ _ op I I I � TA.F. - . 1 D23 - 6 I � � N Z [ �^� � _ L, I . ,r � Q � � � ,, :' •- C ) d' a0 T . O. W. - t0a5' - 0 13 I I T.O. W_ = 1044' - f, I r - - - -� ( � o 00 T. O. F. = tOt9' - 0 I ' ' , � �- � 57 _ L ' J T. O. w = 1�0219' -0 3 �a �� ' — — — � I T.O.F'. = 1021 ' - 0 — — — — J I — — — — — I � � I � j mc� I � � � I � �� .` T . O. W. = 1054' - 0 . ` � � ' n �V 1029 ' - Q ; 4 I +� O - M _ I._ __— —_— — � T QF. = 1014� - 3 T O. Jv. = 1,Ct �ti :33 3� 4 - / I r' � . � ~ ; / . j / I � - -- - -- --- - — - I- --- � � a > - I I � II � — - - - - - -� t � � Y ` .� � , � � ! - STEP 8., I - - I m o I 1�P L _ J i � T.O. F. : I � 1014' - 7 1 2 i � ' � - - --- -- yI 1 ' - 0'. , .; � I � T. O. SLAB STfP 1 T. O. W. 1041 ' - 1 3/4 � I � I I I C I I - f _, T. QF. = 1028' - 9 3j4 T . (!. w = tr_i39 9 3; 4 � I I j I — — — — — — — — — :v — � -� T QF . = 1D21 ' - 0 T 0. � 1028 9 S ,% 4 I I �, '� , i . 0. w = t029 ' - 9 3/4 . I I I _ I : � � � � . , r0 5L1a8 � � � ° � � � � lE-I � — — — — — — — — — 1 — { � � � O i ts - -- . � � I 4 1 , o� a' - o % � � �.�J I � S6 � ( T_0_ SLAB - - — — � — — — — — — — — — — — � - �- ---- � ,�:— �� � I �•. � I — — — — __ 9 - � - - �-�i�-2 ,--- `� - - 4- n - --- - -- I ; I I � � � 3� - 0 " �_ � � - U�� `r� � i � A r � � , ;r, � -- � - -- , stEN � C:� 1 ' � 1 1 2 '� T. o. w. = io2s' - 9 s/4 srEP � � � � � � - I I � ( � . T . n . F . � ��i. 0. SL 8 � r — — — -� T_ QF. � � � = 1011 ' _ � "I .O . F . � � .:: � � ,.°O� � � � � � 4 '� CONCF2E ��E _LAB ON 4' C;I EAN GRAVEL I � ( .�- � ��� - 4 I I � L _ �J � -' � _ � � � � � _ L eASE ON UNDiSTURBFD GRapE OR I I I T 0. SLAB � �-, , i i; ,v � a3n a i 'n � � ^ > ;; � � _ i � -1 COMPACTED STRUCTL' RA�. FILL PER ;nll ti - I � I � � � � ENGINEER_ REW�ORCE SLAB WITH 6x6 I I � _ _ _ ___ :t � `� " I Wt , 4xwt . 4 WELDED wIRF FABRIC I STEP TO SLAB I Q . 1 . U. w. - 7038' - 9 3/4 ' 7HROUGHOUT. PROVIDE 1 " DEEP SAWN i�F? I I I L _ _ _ J t ,^,11 ' - 6 � � � � �, � 8 ,� ��� .■ = T. O. F. = t010' - 2 � I � I �f T. O. SLnB I STEP � , � � � TOOLED CONTROL JOINTS AT � 5' - 0" � I � ` S6 � �� MAXIMUM SPACING EACH WAY. I I 13' - � 8 1 ;2" I 1 . QF� . � � ' I ' L-OJ I F�--I 0 3' - to 1 /z" I io2c:' - ? . ---- - - - ---f i - - - 1_._ I � T. O . SI t1B I I � I T. O. W. = 1029 ' - 9 Sj4 � T O W = 1038' - 9 3j4 T. p. W. = 1020'- 7 4" CONCRETE SLAB ON 4" CLEAN GRAVEL _, T. O. F . - t021 '- 9 3/a � ` - - - - - - � I � LO. F. = 1013' - 2 T. O. F. = 1010' - 2 � I I i BASE ON UNDISTURBED GRADE OR I I C �t�vdL 5i %a� E � \ �� _ 2•, — -- - ` I I I I COMPACTED STRUCTURAL FILL PER SOILS I � r _ - - � _ _ \ � EPJGlNEER . REWFORCE SLAB WITH 6x6 - I � � I SLOPE 1 /4 " I I `N1 . 4xW1 . 4 WELDED WIRE FABRIC I I � _ _ _ I I TNROUGHOUT. PROVIDE 1 " UEEP SAWN OR I • I :`� M..�� i I I PER 12 " I I ?OULED CONTROL JOINTS AT 15' - D" I �_. �_ I � � I _ � I I 1 I MAxIMUM SPX�CING EACH WAY. I I � I � o � ,� 2 ' - 0" I _ � _ � T. O. W. = t02 � ' - 4 1021 ' - 0 _ �_` I � I "' \. f. O. W. = 1D30' - 0 : --'� �- - - �.� � N �t I I T . CI . w = 1020' - ? �� �" � � �� ���� �� � � LQW. = 1020' - 7 T. O. F = 1007 ' - 9 �� T.'r 0 CLt�B I � � ° � T. OF. = 1013' - 2 - � I --� C�. r . = 1007' - 9 �� ( TU- W. = t029 ' - 9 3/4 STEP -- - - - - — - � _ i. 0. �. = 1010' - 2 I I ( I I r I ` I I L0 1 . = t074' -9 3/4 ��\ I T. O . F � r. T. O. W. 101 ^ ' 8 ' - , o � � r_P , � � � . � �' �- - - - - - - - �- - - -� � � i . o. F. - , o� o � � � � � I PERP121' /4 - 1014'-0 I I , �� : . . � ��� I - -- - - - - - - - - - - - - - - - - - - - \�- - - J " I r. o. w. --- � --� T. O.f. = 1�004' - 9 T. O.F . = 1007' - 9 I — ��� : - - I � I I T.O. W. = 7010' - 3 � - - - - - - - - - �v / - _ � � — — — — — — — — — — — — — — — — — — — — — — � -- . I ,p tp11 ' - 1 7. O.F. = 1007' - 9 � ; � , ry 2 , � „ I `� T 0. 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' _ 0 ' � `.:,F-- uProyBG G: � � ��_# - — , NLl� P1 NOTES o A 5' - 0 x 5' - 0 x t '- 0 6 5 s x �1 ' b i_ a . .v � t - � c� „ � B 'L ' - 6 x 2' - 6 x 1 ' - 0 ( 3) - p!5' s x 2 ' - 0 EA. WAY L ELEVATIONS OF CONCRE7E FOUNDATION ELEMENTS IP�pICr> iC ( ? 'JN PLAP! ' � ' , ': : y C 2' - 0 x 2� - 0 x 1 ' - 0 ( 3) - //5's x � ' - 6 CA . WAY T.O. W. = ?OP OF COPJCRETE WALL T .O. F. = 1'OP OF CONCAi " ' m; ___ THESE ELEVATIONS REI_ATE TO 100' - 0 AS A REFERENCE i_ baumry ot Permit rn MAIN FLOOR , ANU DO NOT REF�ECT ACTUAL SITF ELEVATI � : Sec. 303 (c) 19 U . B C . �� fCe i:� ;u�nr.a or granting of a permit or ap�roval of pians , 2, i0P OF FOOTING ELEVATIONS ARE BASFD ON FINDiNG AC� ; < ;t�er;s shall net be construed te bc a ermit for, or ;,n � CONDI f10NS AT THAT DEPTH. CONTACT ENGWEE R If OVI �� ; + c a nf any vioiat�cn of any of the provipons of this c tl� sheet � � � r c, any o?har ertlinsoce ot the jurisdication . 7he issuanc r, ; m 3. 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Z I i • EACH COURSE I � � " - a . � a � °�, � , c rn rn e ' ' ' � � (n � . ��� °i�'i .i � � �..� H O x i � �\.�\' . e � I� Q /-- , !W DWLS x � � -- - - . �i; .: . . 11 ° II • , �� = Z c m � 1 1 �4 " K�" � 24 ��� � a � . � �c� C ' � ' � _ �n p � m 4 . �f„ - - R�EF. �PLAN___� ��- -'`` - - - � a � ' Ih , °� �r � T. O. F. '�}' 7 - - - - 1 ] c ���;y �' • . • 1010' - 0 100 7' � , � 'p, N � ' a � • . T.O. F. � c � SIM . / � Z C � � 1 1 /4" = O o \ N •� • � � � � • , • \y . (2 ) -$4's CO�1T_ °� . . • a � \ / SEE SCHED. FOR REINF. EQ. E0. �� O m � ao � � TOP & BOT. N - x o O � . � , -,, � o m o ` � REF. F7G. SCHED. � � � � 1 1 /4.. 0 o m � � • ` • SCHEU WID1-H- - - - .� -� -- �' � ¢ � � a � U 4" 0 DRAIN PIPE � a > M U r- \ F � Fp i AS REO. 8 . SOILS F_ P� G . Y m 5 1 /2' - - - - - : , -- - - _ - :* ? - � - - - - • nr � ,, ( 2 ) - �5's C 'JT. 7C)P & 3 SCALE: 1 " = 1 ' - 0 ' �� SCALE : 3i 4 � - � � - 0 ° L �— � Cl, LE. : .'� ? " „ �J „ , �6 , SCnLE 3 � 4 " 1 ' - 0 .. Sf� ��ti l -- ( 3) - 1 3 ; .: . � � / - -� � � W6x25 — - _ - - - - - - - t j 4 " STEEL R - --- --� -- __ \ ♦ - - �� � O O � O O r f y -l�, � — (6) - 3/a" P1 TNrli_i Ejo� rs - -- o O . O O � � � � b OJ O O - �• '"'1 1'�'1 � i � I -- -- - - - - -- - -- -- -►- - MULTIPLE STUD OR PARALLAM PSL CUi . � SEE PLAN 2x6 STU�S � 16" W/ � 1 /2° 0 x 10° A. 6 , 'S � 48�� � T, O W. 1 /2" PLYWD. OR OSB / IN CONT. TREATED 2x6 f� _ _ _ _ _ _ _ _ _ _ _ � 2' - 0 / - PACK WEB SOUD W/ SHEATHING �� PLYWOOD 2x10' S SISTERED TO 16 " TJI 's -- -- - - 2x6 Si ! , D W;; L� I / i- � 2 ) - k5's x �- � /2 �� EXP. MAT'�, TYP . � i� ' � 2' - 0 % - i W6x2S ? -� ( 4)- lOd NAILS � � 2 " - 2xDECKING 2' - 0 I . � ; , � �. 16" TJI /25DF � 16" �� � V `�,%/ a' 2x6 STUD wnLL SEE P�� rv � � . � _ � PER PLAN ( 2) - ,�5�5 x� - - -\ I T. O. W. �,,..F� � T - -�- _ _ . 0. PLYWD . �� -" -- - -- -- - 2x10 RiM —> � - 1, _�. � � � — — — _ _ _ — — I � �/' �� - i _ — — — — _— — � . . . Q � � SEE PLAN fi + - - � EXTEhJD HORIZ. REfNF. a ;, 1 i #4 CONT. EACH CUURSE � i' / I T. O.F. z ' - 0 PAST STEP TYP. Z � ' �' // • � • • � � ;� I I a � 6 " CORE POLYSTEEL � ` �` - - - - - - - - - - - - - - - - . . . . . - -- - . ' a � � _ .- 2. �; � . - /�4 DWLS xi°� /` i ' : ,. ` � - . . _�' I N `. � 48 ��� % � � - -� -- — -- - I ' I I r 6 � / � � EQUAL C �� I , '. � � - � / ' ,. � SEE P�qN - - gE , t c � ; � - - ( 2 ) - //S�s CONT. HORIZ. / i � —_— _ � - - _ _ _ _ _ _ _ � TOP & BOT. � � SEE PLAr,i � q • f/ 2x BLKG. T. O. F. � y � , �� i TO MATCH `D "' ' � � COL A80VE � , � , • � � ' '- ( 2 )- #5's CON r. rOP & BOT. l � / � . :- o � , , , 4" 0 ORAIN PIPE AS � i � i � � R F O. B Y 5 0 1 L 5 E N G. � �, • _ �� � i � � � - - _ - � � t ` ; �,.� At_ E� : .s :� a " - t ' - U ' 8 SCALE: � �2 " = 1 ' - 0" 5 . /'� S F, / SCaLE : 3 / 4 � = ' � - U ° L ` � �. r. a �� : 1 1 ; 2 " = i ' - 0 . 56 S6 56 RAFTER '; - SE- f_ �'I. APd I r � �r� R�DGE - 2x4 OR 2x6 STUD � HEADER BM - ;�i ✓. Ci '� ! : I i TYPE 6x6 PO51 / � BEARING WALL ` I � 16d �RIVE PINS � 16 " 12 ' CONl . 2x12 LEOGER, r1Ai1 � 2 , 3 _ Sf � O , TO EA . 57UD THRU PirWD . _� C L� - - 4' CONC. SLAB _ �_Kj � ' � ' W� (4)-16d NAI � S , � i �� =h - - - � L � i a ' . • , � designed by �_RH � . a � � - � drown by JP L � L/ C2) - _ �' ( � � ;'� „ ' • � � • , '� �, � � , .;,, .;,,. . � � � " �= checked by ,�� �, R� oGE oM. � ' ' � � a � . \ ,°y� 'A + � �` .— — - - _ _ - _� --- 2xs sru�s � is " w/ issued VALLEY BM . VALLEY BM� �� ;.; � � 2x12 RAFTERS � 16" 1 �2 " PLYWp_ OR OSB �� HIP BM . SIM HIP BM . SIM �` m � � � 12�� 0 CONC. PIER i.� (�j - ( ? ) � � �/5 s '��. O�J L TOP & 8OL SHEATHING �� � - ( ) ( � , ', � . - 4" PERMi � J1 ,' 7 � j�9 � .`- i1 4°.,(•4 „I 4, �; �) C2? ,. _ OPTION 1 � RAFTERS , a * � :' I � - - -- � i = a . .I - — � 2 ) - #5 DwLS x o � � �- 2z4 OR Zx6 STUD I _ — -- - - - -- -- - - I . f ! . v ° MA.X. L 10 l2) :�,� � 6EARING WALL i� Y q , _ p -- - - �- - - - 6.. - 16d DRNE PIMS � 16 " II _ _II ( 3) - 16d (2) - 16d EA. SIDE (2) - i6d EA. MEMBER . ' ,a . 4 " CONC. SLAB -, � 1050' - 10 1 2 , m 6' - 0 ( 4) - 16d (2) - 16d EA. SID[ ( 4) - 16d EA. MEMBER o ' � • L _ ' � __ rn — t o ; � _ f � f . O. PI_ YWD = - I: _- _ - . _. - � . - -_ _ �+, m B' - 0 ( 6 ) - 16d ( 3) - 16d EA. SIDE (7) - 16d EA MFMBER � ,_ � � „� a � � J __ 'N a � � 10' - 0 ( 8) - 16d ( 4) - 16d EA. SIDE ( 11 ) - 16d EA MEMBER �• � � sheet m — - a SEE SCHED . F'OR REIN� . � a • � • : ��y� � 12'- 0 ( 10) - 16d ( 5) - 16d EA. SIDE ( 2 ) - 3/4"s TEIRU - F30LTS � E0. EQ. " ' `� . . � N 14' - 0 SiMPSON LSSU210 SIMPSON �US210 (3) - 3/4 "� THRU - BOLTS � . �T 1 . �,`a f/ � --- ( � ) - H�'S cor� r ro� � �or � tE' - p jIMPSpN � SSU210 SIMPSON LUS?10 ( 3) - 3/4"0 1HRU - HOl T, 2 ' _ p" '; ; � - � -- --- --- -- - - - - - ' i � a �� j , �, A.I r�l� � t: � i � � 16 " i , � � , �:c� /� r , 5 „ ` � ��� T���jf� , � � I�J �.J i � � SCALE�. : 3 ,:. 4 •• _ 1 , Il , r �, � - � SCALE : 3�4 �� = 1 � - � �� � tir 1, l � 3 .' q .. _ � . / ' � � ,, i•. : c S .1 „ ,� � . ... �� Sg �h �_ 6 � �„�` �r Y /� n f ! ( � l� C1 � _ , . _ _ . . .. . . . , . . . . . , , � , - . . � . ., , , . . . _ . . � , . . . . . _ • - ' � - . � .. . . . . � -.. . . . .. . . . y , , . � .., . . .. . .. . . . . . . . � . , . , ., _ . .. . _ . . - . � - - - •- , . - , � - .. - �. � . . . - _ - , . _ . .. . .... • � . . . .. . . f- . . . . . : s . . . . . . . . - . �.r��-�.;cl„+r�;z -� - . �� _ . ��� . . � " . . . . - . , . . . . . - CONT. 2x4 (MIN ,) NAILER �RIVF - PINNED TO BEAM -- -------- FLANGF. � �'�, ��� ;� �� . ' +,� ��,olt&REGj�p�j��ii 12� � .1� � —___.�___-��— �-��—_.-- -_ �O�Q,1��....., ST B � � - 7 .. : ? I OOKOUTS � 2 ,; ° - -_-_ -�--��—r--- --- - �c, . � Y R • • % 30:. Q,�. .'}f�• pi . 0 \_� /'r} • � J' ,\ 4 i : . ��. . A A _ r � ��� m: _ ��� �� � _� �, _ ' )" 23l`J9 � � ��''� � "� �� r • W� = �� . 9 S, ��``'` / , ' � \ �� D 3,9,����%S1�N�AI ON��\\\�O i � / 12 / �'� � �%� r�. � ��. � ` JAN ?_ 6 199� _ 1054' - � � 8 � � � \� . . , - — T . O. w. - -� `.\ i� � � / (q )- 3/q° m \ '�,�',`? ° • � � ' �' � j THRU - BOLTS � . � - BENi HEADER ` �� /� / �o � p� SFE PLAN � � � � ^ a ' • . : � �_ .. � ' ' � ' ' _ � � � . IY7 � U D � IA AUOITIpNAL Jf ^ 9 - - °1F--- � __ _ -- , ` 55 xt0 0 � 6 " i � Ot< ? -_ • 11 ) - 'Lx � ll _ _�� � � INStDE FACE :>� �� i _ '�v �.4ii � � � ;, r� • �`— OF WALL (SEE � i � •' � ? ` - - - - - IN )3�8�N( MtNX� 6,.BRGC R ---- i - a � Z D rn O� � rn O� „ � O • � � i � F- � O , .. . Z c rn � ' I Q •� ..,.� H m TJI BLKG. PANELS � 24" - - � � J � �• . N � C � BRG. , TYP. � � N � 1xt2 LEDGER W/ 3/4"Q)x6 " - - �� ' 14 � I � � SCALE: � 3 /`� �� _ � � - 0 �, � � � co � 24" STqGGERED \ � ° ' v � \ l � � SEE ARCH . FUR R. O. I �� _ I � o O o �} tOSO' - 1U 1 /2 ° i J � T T. O. PLYWD. - - - - - - — _ < y � < � � o 3 a > � � j � � � "' � i Y �, - - - . . - zXs sTUOS � � 6" w, i ° - --- , 1 j 2" P� YwD. OR OSB j . . . , - SHEATHWG _ _ . 1g„ .� Jil � �, �. ` � �'u i6" - - � • � � < � LC i 4 1 � � �2�' 0 x 10�� A. B. 's � 4$.� _ - � � � !r�' s � ,-! �z t t pi, r� F � ,'. �E -� � � � IN CONT. TRfATED 2x8 R . „ -- --- - k5's COP. �i Cn� � 2 " ii ')Ri ' � 1026' - 6 . EACH FACE 1026 ' - 3 T. O. pLYWD . � P" T. O. S� B ' , � r 7026'=3 3 4 - --` i . 1U44' - 6 • 1 '�. T. 0. W. � �� � L 0. W. _� �� 1. ; ADDITIpNAL /�5's xt0' - 0 � 6" HORZ. -_ � . ��"'�' a ii• , . , - - " � INSIpE FACE OF WALL � MIDSPAN . � , � � � ' -- • ��� OF WALL (SEE PLAN ) � , ., f � , _- --- - - ^"1 ,:OfJ � 1 ' 4 Qa ` ., . . �- - - � �,'` 16� � - - , �. i � , � _ g9 ' i, '� � i, x1E LVL LEDG� H W / - - - ( 2) - 3/4 ' (�x6 ° EXP. ANCH. C� t6 � t��'k> )T ° ' '' �'�.�' � � � " � CONT. 7 3/4x16 LVL LEDGER W/ , . ° --- - _� 1"� �� ( 2) - 3 /4' �x6 " EXP. ANCH . � 16 ° ( TYP. ) �\ • � . . \ r?' s � 16 �� VERT. EACH FA �E � M"� � ' - - ° \ ;1 '� ' s CONL C� 12" NORIZ . � 1039' - 0 . � ^ �� a � acia f 4CE � -�- -- -- i0at ' - a ,, .. T. O. PLYWD . - _ - - _ ---- - . _ . - -- - - - - �---- . , T 0 PLYWD. _--�----�-- ---� = -� . � � 1 . , — -- , � ' ° � — � ^ ` U � , p: — �---� — -- - - — ' a ,. � � . — - - -- -- — • Q' �. z , � ° • � 6 �. TJI ;!25 DF � i6 � �,< N ? _ a � U T. �� � � J ��Y � � V� _ _ � � � � ♦ � �� S �Vtf� l l� b � a . � . n n • • � i� _` � CUfli I { UKii C� Ih . --- a.• < � '� � . �- � ' ,- � � --- - ; 1 � _ ., -- �� ow� s x i �, � / � � � � 6 ,. - -- - - '� ` ' I rv , ' ' - f 1 �'` F, .. , \ � - - - ' � � � � TOP &5 's���: ��!� T f: olai �'_ � TJI HIKG. PANEi_ � � 24" - - , ' • � , . ' • `/ o � � - 1 /2 " EXP. MAT'L, TYP . % � BRG , T1P. ^ , '�OPai. �� � ;� ax16 LVL LEDGtR W,' � , -- - ` 2xi2 LEDGER W/ 3/4"(1�x6° - ° � ( 2 ) - 3/4" (dx6 " EXP. ANCH . � 16 " ( lvp . ) �Q T. 04SLAB Z� � 24" STAGGERED . . .� ` " • ' • • � 1014' - :S n • • .o , ' . • . c�� • 1026' - 6 . , . T. O. . - -- � �4��r � 1031 ' - 4 � • Nf , T. O. PLYWD. _ ..--_ __ ^ � � � _ �- - -- � . . a °� t ', _ . _ ' _ _ . tri -- .., �. ` O - T. O. PLYwD - :�_- —� -:--�-_-� ' s . ' e , -- a - — . - - - -- - -- _ _ • � � � - - #5 DwLS x � ��' 4„ � i) i� n ; t.l F>ir> E -� .^ � � ' • '9 6 " � � f � � ' � - - 3 -� 8.� $.� 8� (2) - #5's CONT. T0� ' r',� G "ii n < - � . � ,. � � �;�K .'. (OFFSET) � 2 ' 0,� /� - -- - ' ' - -- -- --_ — J I q YOND INTQ PERP - -- _ . _ _ � ytiALLS � � N e SCAt F 3 � " 1 0 tb ' 1J � '2 .`, UF c4� 1F ' — - - � a t • . . _` 16 " TJI %"15 bF r� 1F " - - - r ` � . . Q . � ° � , , � designed by LRH � ^ � drown by JPL a � � :' � - — c�zAw� sr , ,. ;,, � � �`, " � ' — checked by , , ., __ issued ; . . , - -- 1�' � ,,� � , • a ���� � — � - < x6 , li ; i:; waL � . p � . - ° � ERMI �( 01 � 1_ %� . :� , 3 , 98 � . „ ` - � ACK wEa souo w/ � .. v, -' �' ,. , PLYWOOD - � -- - - • H � � �vi �: , x , ER � . ,� " 4 ':: :; I ^ , • , t �; : '% �, >, — �5 DWLS x I °' 2xDECKIPJC - �i- P PLAN �-. 2 „ ¢ -�� �.. �,� . , . , . _ , e. -�� 1�. 0. PLYWU. -- -- - -- -- - -- - — . . f _._-zre . � 1074' - 7 1 /4 • • / � fi' ( OFFSET) J ;� PFR ARCH � T.O. SLAB . • � ' • 2' - 3" - .,-` t :. r (4 ) - 10d NAiLS � 12.• � �s�, • , , � o � ' � ! ' - _ . r � jj � 2x10'S SISTERED TO 16 " TJI' S � '�I - - -- - - �m � `� ) -� 5 �s LOPJG�I - r�rr ,z. _ i . � -- - --- 70Z3' -6 i � I I � � �`� '�`' ; � n . . . ' z o ( 5) - N5 'S �orur,n . - -- - - , ' � � ti . r , r. o. F. � �� - ----- - - - - - - - - - - - - - - - �--- �--- _- -- . = t ,ri �, , • • � • ' , � � a ° . , e � \- 2x10 RIM �- 16 " TJI /25DF � 16" L i r " I � � ' " , " ' .'�' � BLOCKING BETW[EN TJI 's --� N � / I : . e . --- �- EQUAL . _ - - - - EQUAL _ I sheet c� ;,� � � 4 �� d DRAiN PIPE AS � � 5'- 0" MAi(. -- - - _ i REQ. BY SOILS ENG ` J -- 4 " 6 ORAIN PIPE AS - 2x6 STUUS � tg " W . � � U (� 5 's x3 ' - 6 � 1 & " TRANSV. — 16 � � ' 16" RCQ. BY SOILS [ NG, 1 %2 " PLYWD. OR CS[ �` �{5's x3' - 6 � 16" TRANSV 16� 16" t6" m � SHEATHING � 4 ' - C � y�,� �, � - ----- --- - - - - - �' 4' - 0 ' / „ � ----- � i ib � ! , o c _ . . .� � � r- . 3 . 4 ,. � . C� „ J � v, .� 5 ��� ' 1 E 5 � � ' i ' U " , � .. � � . : i , 4 , . � . .� .. S ����� . . . _ _ _ _ '__ - _ _ . . _ - _ - . . . � _ -.- . . . . . . _ . �. . . . . . _'. ' . . .. , . . . . _ . .. . -.. , . . .. . . , . . - - � . � c . � ., _ . _ ' . _ _ ' , . . . . . . . _ ' • . . . . , , � ' - . . . _ . . . � , . . _ . .. _ . . . . . . . . ' . ' . . _ . .. . ._ . . . , . .. . ' . ' , _ :�_ . .. . , . . _ . -_ . . . . . _ . . . . . � .. . " . _ '_ _ ' . . . _ . . -. I a���o�P o0��G ls�o� �O:•�0.�Y R. ,{�;t„ c �U� � ���i G ' �Y �Z 's • � � � • ��= • �•�WC � �� � � �'��ly�srONA�EaG��\� Nitr!rt11N�s�`� rr�ironi n�nrrc• IOT 6 VAIL RIDGE JC�B}/ 9708- 21 nfsirni GRITERIA: STRU �TURAL WOOD FRAMING STRUGTURAL STEEL• - - ,JAN 2 6 I�8 Roo{ Live Lood - - -- - - - - - - - - - �� Psf a Excep ! where nnted otherwise. �ii � " no��i ; n ,l lumber , e �cceo ` studs, shaii be a. Structurol steel sholl be detailed, fabricated ond erecled �� accordance w � U i�if � -- - - - -� 25 sf Dougias Fir- Larch �2 or better , anci oil soiid timber beums and posts 3' mosi current editions of AISC Specifications and Code oi �tandord Proct �ce. C;ONNECTION SCHEDUi E � Roof Dead Lood- - - - - - - - - - - - - P b . Struciural stee� ro�led shapes, including plotes and angles, sholl be ASTM 36 . — �' Floor I. ive Load- - - - - - - - - - - 4� PS � • nominal and wider shatl be Oouglos Fir - Larch µ2. � Floor Dead Load - - - - - - - - - - - - - - 15 pst b. Studs shall be Stud grode and betler pouglas Fir - Larch or Hem Fir. Tube shapes shall be ASTM A500 grade �. Pipes shali be ASTM A53 grode B QA SIMPSON Hi I 0+ Deck Live Lood- - - - - -- - - - - - - � 00 pst c. Built- up posts shall consisi of poug� as Fir- Larch or Hem Fir #2 or better 2X4 or or ASTM A501 . � SIMPSON LSSU � � G {i , d � Deck Dead Load - - - - - - - - --- - - - 10 psi 2X6 studs per pian and shan be noi{ed together with 2 rows of i6d nails � 6" c . luoe shopes are actuol slze as specifiad on pion . Pipe sizes indicated on pian __ _ ___ ___—_ _ � � 'n Stair /Corridor Live Load- - - - - - - - 1U0 psf along each stud . ore nominol (approximate inside diameter) ond refer to AISC pipe schedule Q SIMPSON WS210 _I U , � d . Top and bottom plotes shall be Oouglas Fir- Lorch or Hem Fir �/2 and brtter. dimensfons. Z � � � Bosic Wind �peed - - - - - - - - - - - 8�> mph (Exp. 8 ) C Seismic Zone - - - -- - - - - - - - - - � Plales placed directly on concrete wolls or slobs sholl be pressure - treated Hem d. All bolts used in sleei framing shan conform to ASTM Specification A325. Qp StMPSUN LUS210- 2 p °' O' UBC Edilion - - - - - - - - - - - - � y`3 �' Fir #2. Anchor bolts and bolts used in timber conneciions may be ASTM A307. Bolt N oX e. Wifhin floor jast spaces beneath solid or built - up columns noted on plans, sizes sholl be 3 /4�' diameter unless noted �therwise. E SIMPSON LUS210 - 3 Z � m � blocking of area equivalent to column obove sholl be provided. Door pr window e. Bolts used in siructural steel framing sholl be the breakroff Iorque indicating � `�'" FOUNDAl10N DESIGN: QF SIMPSON LSSU125 la- '` trimmers ronsisting of a ging�e stud do not require special blockiny in the joist type, o� torque inspection shall be provided as required by the building m spoce. in5pector. J � a. Desiqn c;' ��� dividual ond continuous fooiinqs is based on a maximum pllowoble Q SIMPSON ITT16 � f. Excepl os noted otherwise, minimum nailing shall be provided as specified in f. Typical framed beam connections shall consist of poirs of i /4" angles usinq the. � bearinq press��re of 3000 psf (dead lood plus full live load ) . maximum number o� bolis called �or in Table i� - A ot the A! SC Monual ( ASD - ' � ,� N � b. Foolings sholl be placed on the natural undisiurbed soil, or compacted the Noilinq Schedule° on the drawings. � JL4x4x1 /4 ,c0' - 11 1 /2 � O � a � structura� fill, below frost depth , g. Unless noted otherwi5e, steel connect.ors such as those manufoctured by the Nin �h Edition). °� c. Refer to report {�9752 by LKP Er, qineering, Inc. for construction requirements Simpson comppny shall be used to join rofters, joists or beoms to other beams g, Exponsion bolts shall be wedge type : ��Hi1ti� , °Rawl " , or "kea Heod� or opproved Wj( 4) - 3 /4" � THRU - BOLTS U at flush - framed conditions. Use all specified nads. Connector conditions not equivalent with the following minimum embedments: � mo reqarding so�ls. _ _ d . Provide continuous foundation drains around the perimeter of all nasemeni otherwise noteA shall utilize Type U or Type fiU hangers of a slte specifically 1 �2" diameter - - - - - 2 - 1 /7. " `I� SIMPSON PC66 y 0 _.i walls and at ihe base of retoining walls. Contact soils e.ngineer for detoils. designe.d �or the member supported, as shown in khe manufacturer's published 5/8" diameter - - - - - - 3" � JQ SIMPSON PC46 I �„ � a � e. Provide aawl space ventiiation per UBC requirements. ta0�es. Contact structural engineer for details as reyuired. 3%4" diameter - - - - 4" - ! `♦ � f, Soil canditions and types shall be verified by a representative of the soils h . Wood nailer plotes installed on sieel beoms or concrete wails . for top- flange h . Adhesive onchors called for o� the drowings shal� be g�ass copsule type such � SIMPSON ABE66 ^_ i y enqineer dur �ny excavafion . Report ony dis�repancies trom original findings lo ha� gers shall be r �pped to match the width of the waU or beam flange. Moiler as "M011y Parobond" or "Hilti HVA" anchor systems. Minimum embedmenls, m structurai er7gineer tpr re - evaluatian of foundation design . plates supporting top flonye hongers from one side only sha�� be insto�led flush if not specifir.ally indicated on ihe drowings, sholl be according ta the Q SIMPSO�� MIT411 .98 with the face o� wall or beam ilonge at the hanger � ocations. manufacturer' s speci!ications. RiGlp FOAM FOUNDATION SYSTEMS:_ � Manufactured joists shall be frorri on approved manutacture.r ond shall be i. All welding shqll be done by an AWS certified we� der. Q SENT F�' s 1 /4"x7 1 /4 " z eAuiva�ent in load - carrying capacity ond defeclion criteri4 t� TJI 25 or 35 series j, p�lay pointing within 3" of field welds until weld are complete.d. 1 ' - 2 1 /2 W/(10) - 3%4" (� joist, in the det�ths ond spacinqs indicoted on plon . Provide blqcking, brocing, k . Where corrosive soil cunditior.s exist, steel angles that are used to supporl 1HRU - BOLTS a . Rigid toarn block foundution f�rming sys?ems are manufactured by several web siiffeners and other accessories os req� ired by the manufocturer . exterior stone veneer shall be galvanized and shall be aUached to the — componies. Foch has Cifferent chorocteristics, such as height and width of the � Prefabricoted trusses shall be designed by o Coiorodo registered engineer lo foundation with galvanized or stainless steel expansion oncho� s. __ _ _ __ blocks, size and shape of concrete cores, and spacing of cross - t�es. Each S�MPSON HWI416 support the full deod and live loods of the roo {, ceiling , and ony other monufocturer hos cerlain minimum reinfarcing requirements. Thls foundation superimposed loads. Web arrorqemenl and member forces sholl be determi�ed (O� SIMP50' i ; ' ti" �_ ! �Vi� �, : �! r. ? has been designed for [ he system indicated un the plans for the specific loading by the fabricator. Load durotion foctor is i . Q. Calculations ond shops drowings BACKFIWNG � requirements nr this structure. Substitution of anothe� system is not altowed shall be submitted to the architect !engineer for review prior to faGrication . Alt n t?� t �; ` � I w� thout re - evaluation of reinforcing requirements. a Do not backfill ogoinsi retaining walls until suDportiny rJer:ents ❑re � n pl ��ce : ir _; ` - - - truss - to- truss connections sholl be specified by the truss manufacturer . ta . Concrete and reinf�rcing steel speciFications are as indicated in the appropriate Temporary and permanent lalerol br�cing of trusses shall he insfolled as ser.urely anchored, or adequale shoriny is mstalled . Concurrent backfillinp or seciions oF these generol notes. required by the lruss mor. ufacture�. each side of a retoining woll to finol qrades as lndicated on plpn or section c. Consiruction techniques such as form lay- up, bracing, concrete placement , required uNess temporary shoring is instolled. w securement of reiniorcing steel, and use of or.cessories shall be occording to k. Laminated veneer lumbar (I_VL ) shall have the foliowing properties: t, . Verify type of fill with soils enqineer ond structural engineer pnor to back ! ! ! ;nq i; aIL ir , _: _ S��� F ^ lil� 111...��� the mcnufacturer' s speci (ications. Snme manufn::turers recommend or require Flexural stress - - - - � - - - - 2600 ps� � . the presence of their fie� d iepresent� tive during construction . Modulus of elasticity _ _ _ _ ` -- 1 �SOO, D00 psi GROUT: Tension parailei to grain - - - - 1850 psi 2x floor joist to girder, sill or woil piate ( toenail ) 3 - Ba d . Details not specified on the siructural drawinqs sholl be occording to the , Compression parallel to groin - - - - - - - - - - - - - - - - - 1`�60 psi � manutacturer ' s ; tandard de [aiis � . All gruut beneath coiumn base pl �tes and sleel beam� ot bearing shall be non - I - Joist to girder, sill or wall plote (down thru boltom chord� 2 - ' � a Compression pnrallel to glue line shrink, non - metollic type grout . Grout shall have a minimum compressive , F�, ;;v • p . " er endicuiar to rain - - - 750 psl Sole plote to joist or blocking ( foce noil ) �� REINFORGED CONCf?ETE: � P P g � strength of 2500 ps �. Horizontal shear - - - - - - - - - - - - - - - - - - - 285 Psi Where two membors qre required, each member shall be fostened to adjacent Top plate to stud (end nail ) 2 - � � d ^' a . Concrete design is based on the "' Buiidiny Code Requirements for Reinforced members with two rows l6d noils spaced 12 � o.c. uniess noted . Where Concre. te° ( ACI 3� H - 95 ) . STRUGTURAL GLUED LAMINATED TIMBER Stud to sole plote 4 - 8d ( toena �' i or ������ b. Structural concrete shall hove n minimum 28 - day compressive strength o+ three or four members ore required , they shall be fastenod togeiher with two 2 - 16d ( enonc ' ; 3000 psi. rows of 1 /2" diameler thru -bolts � 24 " o.c. unless noted . a, Matenals, manufacture,r and quolity control st,�lt be � n confurmance with AiTC i . Framinq notes: Product Slandard PS 66 - 82, " Siructural Glued Laminated Timber' . Doubie studs ( face nail) 16d � 24° � (If Type I ! cement is required for sorrosive soil conditions, use 4000 psi t , Exterior Walis: b . Laminated members shall be fobricated usinq Douglas � �r wlth tne �ollowing concrete. ) A. All exterior wa�ts are 2x6 studs � 16" o. r,. . to a moximum height o� 1 ?' - 6 " , combination symbols: Doubled top Piates (foce noil ) � 6� � � �' c. Concrete sholl be proportloned using fype I ceme,nt Admixtures ca� taininc 2x6 studs � 12" o. c. to maximum height of 14' - 6�� and ( 2 ) - 2x6 24�- V4 Simple- span beams �� chlor �de salts shall not be used. studs �` 16 �� to a maximum height oi 17� - 4 " unless otherwfse r, o±ed. Z4F - V8 Continuous or cantilever beams Top plotes, laps ond intersections ( face nail) 2 - 16d � d. Cvld weather concretinq procedures shall be provided os recommended in the Cap with p double top plple installed to provide overlapping nl corners 3 Columns ACI Manual_ f P P a�d at intersections with oiher partitions. Ii over�ap is not possibie, �. Ail members shail be .Archiiecturol Appearonce Grade, unless indicoted Continuous header, two pieces 16d C�➢ � b o Conc���cr .��irs_ � e. Expansion bolts shall be located at a minimum of 6 bolt diameters from strap top plates with metol strap tie ( Simpson ST792 or equ �volent). atherwise by the Architeci. alonq e :: , :n �>aae concrete edqe ond spac�d at 10 bolt diarneters unless noted otherwise. 8. Floor or roof traming members must be aligned to bear within 5 inches d . proteci membe.rs from damage or exposure to moistwe prior to antl during �antinuous header to king siud (toenoil) 4 - `�� ' f, Ancho� bolts for wood sitl plates shall be plared at 4' - q" maximum spacing of the studs beneoth . construction . w�th one anchor boit at 12�� from each end or corner and a mfnimum of two C. Provide 7 /i6� thick APA roted sheathing (plywootl or O58) rated 24j16, e. Adhesives shall meet the requirernents for wel conditions of service. Ceiliny /floor joista, Iops over partition5 ( f�ce nait ) '� ' ! '� onchor bolts per piece. • exposure 1 , ot exterior face of exterior wolls. Block all horitantal joints. f, Do not comber Ipminated members unless ind :coted on the drowings. ^ g. All exposed edges ond corners shall be, r,homiered 3 /4 ". D . Provide (3)- 2x10 headers over ❑II door ond window openings unless Ce�lingffloor joists to Darollel rofters (fuce nail) 3 - 16d � h . Co� crete coveroqe fnr reinforcing sieel ( nCi 378 - 95)c otherwise indicated. C;FNFRAL REQl11RMENTS: Concrete cast ayainst and pe�manently ezposed tc earth 3" E . nt bearn bearing � ocations in stud walis, provitle multipie - stud posts Solid - sawn rofter to plote 3 - o�nO1 ' ' Conc:rete exposed tn earth or weather. equal lo width of beoring member unless noted otherwise �. SVuc [ural erection ano broci� g: The structurai drawings iliustr:ite the or Simpson � 'S f/5 bor or smaller 1 - 1j2 " 7. Interior I_ood- Beanng Walls: completed structure with oll eleme� ts in their final positions, properly supported I - joist rofter to plaie ( down thru bottpm chord) 2 - 12d � //fi through /t18 bar 2 " A, Interior load- bearing wolls are mmimum 2x4 studs (§� ib " o. c. with t /2 " and broced. The conlroctor , m the proper sequence, shall provide shorinq and • Concrete not ezposed to weather or �n contact w�th qround: gypsum wallboard both sides unless noted oiherwise. Cap with a double brocing as may be required during construction to achieve the final compleled g�ilt -up corner studs 16d � 24 �� Slabs, walis, joists ( (/11 bar and ,maller) 3 /4" top plate instolled to provide overlapPing ai corners nnd at intersections ;tructure. Contact structural engineer for consultotion ( nol in contract ) as O F3eams, cofumns � -- i j2�� with other portitions If overlappmg is no1 possible, strap top ploies with required. Built -up beams ( each member to adjacent ) 16d � 17 " metal strap tie ( Simpson ST292 or equivalent) . h , pimensions: Check al1 dimensions against archifectural drowings prior to along each edqe � REINFORCING STEEL• [3 Floor or roci framing members rnust be aligned to bear within 5 inches construetion . Do not scaie drawings . of the studs beneath . c. Construction practices: General contractor is responsible (or means, methods, �'� yWOOd or OSB root/wall /Floor sheathing 8d � 6" along edges a. Uetniliny, fabrication and p�ac.ement of reinforcing steel shall be in occordance �. Provide (2� - 2x70 headers over oli openings in woll unless noted te< hniques, sequences and pror.edures for constructian oi this project . Notify 8d � 12�� inkermediate supports with the ACI Manual of Concrete Proctice otherwise. structure�l engineer of omissions or conflicts between the working drowings ond b . Except where otherwise noted on the drowinqs, reinforcinq ba�s snall con �orm D . At beam bea� �ng locations in stud walls, provide multiple - slud posts existlny conditions. Caurdinate reyuirements for mechanical /eiectrical /plumbing NOTES:_ to ASfM Specification A615 - 79 cnd sholl be minimum c�rade 50 excePt ties, equal io width of bearing member unless noted otherwise. ar where ermilted b note on plon , or bors to be welded. which 3, Floor Con ;truction : Genetrations through structurol e�ements with the structural engineer. Jobsite 1 , The noils in this schedule ore ccrrmon wire or box nails. If cooler, sinker , or other types � r. -� ', , field benl b s p Y salety is the soie responsib�ility oi the contractor. All methods used for are used, contact engineer (or required spocing ond sizes. sholl be qrode 4G. A. Provide 3 /4" thick APA roted Stu � difloor rated "10" o . c , tongue and construction shall be in accordonce with the lotest edition of the UBC . 2. If staples ore used, contact engineer for required spacing and s:zes. c. At sptices in concrete , I�p bors 36 diameters. At sp� �ces in masanry. I�p bars groove, exposure 1 . Glue and noil panels tv oll supports. Insta�l d . Obse*vation visits io the joosite. be the engineer shall not be construed ns 3, This schedule indicates minimum requirements for naillnq. Where speciat conditions exist , u •se 42 diameters. Do noi weld or use mechanical sU� iciny devices un�ess sheothiny with �ong dimension perpendiculor to joisis ond and joints inspection or apDroval of construction . lhe specified nailing indicoted on the pians and details specificolly approved by enqineer . staggered. e. Though every effort is mode to provide a complete and clear set of consiruction d. At comers, make ho� iz�ntal bary continuous or provide comer bors. Around � . Provide solid bloc.king between floor joists ot a�l bearinq locations. � docurnenis, discrepancres or omiss�nns may occur. Releose of these drowinq ; openinys and steps �n concrete, provide ( 2 ) - �{5' S extendir� g 2 ' - 0�� beyond edge f3locking inaterial shall molch the fioor joist material . onficipates cooperation and continued commun�ca ! �on betwaen roniractor, of opening or step . 4.. Roof Construction : orchitect and engineer to prnvide ihe bes � � ' "' F �" `'' `" ` ' � ' e. Extend re�nforcing steel a minimum of 24" through cold joints. Unless A. Provide 5%8�� thick APA i ooP sheathin rated 32i 16, ex osure � . �nstail �F„ prepn•erf t�r the � e. nt a r u � � ' - � � � � ' - : - P Y'�' 9 � � � , , . . , : h (aVt C? specifically iocated on pinn or deloils, coordinate cold joint Iqcations w� th shea [hing with lonq dimensian erpendicular to roTters or trusses nnd ; � , , . ,, . , , , , ;;, �; , � , . , . . , • enyineer , end joints stayyered . �KH f. Welded wire fabric shail conform 10 ASTM Specificotion A - 18S. Lap weided A _ Plywood sheathing shail be appiied continuously over the p��mo�y �o�r designed by wire fabri; a minimum of one full mesh plus two inches. Lops shall be wired members (ratters or truases) below overPromed areas to provide adequct�_ dfpW� by JPI_ logether . lateral stability. C. Provide wind /seismic anchor supports tor oq roof joisis and trussed checke y ro (ters. See nailing schedule. p , Provide solid b� ockinq between roof rofters, irusses and lookouts et :: ISSU2 beoriny locations. f3locking material sholl matCh rafter, truss chord, o� PERMIT O1 ; 2 .3 / y8 lookout mater�al . 5 . Wind [iracing: � A . Walis over 4 feet �ong which ore sheathed with gypsum wcllboaid ��� � both faces and are designed as shear waity an plon have been des , � � �+ . : to res�sl wind fo� ces ir accordc�nce with Toble 47 - i of the UBC: . ui p . At sheor wolls, screw 1 /2�� gypsum wallboard to ali studs and to op c � r' -zr bottom plotes wlt '�� i�8 �: '� - � �'R " dr��w<� r� screws at � � rcaYimum saar � r � ; J . _ . � . . � . i �. ` . I . . �• i a � � �J� , � C Exterior plywoc � � ' " � � ' ' ' v z tfeit�ted hv eny r ._,,. � ..� 3 sheet �. � � :� �� �-- � � � . � � _ _ _ _ _ ,, ; . . - � . � �-�r �_�YI L � ��a . ,. , .e. . .rr � �.. _ _ _ _ . 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