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HomeMy WebLinkAboutVAIL RIDGE BLOCK A LOT 4.pdf _ __ . _ _ - .._, ._ __ �_ _ .s _ _. _ _. _ ._ __ _ ._,. _ -� --- .__ �._.....___,T..... ,� �---- __ - _ _ _. - - __ -- - - _ --- --- -- � . . .� _---�- - -_ -- _ , , � , , . _ ,___ - _ � - , _ - _ _ _ ; _ __ __ _- --- --...,. .__._-_�._. _.,_.__ - - - , - , - , — , ___ _ �,. _ ,, _ , -- , .. , , � T. � � � ` �. �. , . LO T 3 � }� �- , : aSPHQC T , • �R��f � , B.M. TOP OF STONE RETAINING ALUMINUM CAP- -.S. No. 16827 FOUND No. 5 REBAR 1 , S 6 ' 2 � ' 3 9 • E 2 � 4 . 9 5 �\ \\ WALL ELEV, 81i�?.4� � I.0 C.M.P , �� � _ i ',\ �, 16 � \\� \� ,\� \\\ TE'I�EPHON ELEV. 8107.p 5 � � � � �� BOX � ., \ \\ I ' � `\� `�\� \� ��� J� ' \� \ \ \ + ( � \ \ ; ' ' , \ \, � � --_ \ J � . � � h �'.� \,. ��— � / I . ASPEN f � _. � � I I ' J I � TRE L INE --��._ � , � �� � � , ,, � � � , , , _, �;_�. � �� --_ . -� ;.--- _ �!_- -_ _ __ _ _;, ! i / ' I � i � �� , � � - � � � �,�,�� � ` � � � � t- � � 16� UTIL.ITY EASEMEN7 � 1 Y , I , • 1 I � � 1� I r • 1 1`+ � � \ � � � o LOT 4 , � 0.GI 25 AC. ' � i � ; r � I N � \ � \ \ �,.-,; \ ,` I I VVATER � \ B �\ �1 �\ \ YA�V E , � w UNPLATTEp .�.� \ �' � � � �,��. e \ \ � � \ \ � m Z � , �p \ � �9 r. 9 s .� - � \ , 1 � \ \ � �� � � _ � � � - . � '• , \ \ \ \ \ � � � � . � � ` , \ ZI . � � � � , � \ J ��, �, � � �, , Q � � � � � � \ �� �`�, ���, ��`�� �, ��' � � � 1 � � � \ m � � POSSIBLE ' , I � TAPUTY Q 11 g � � . 1 � I � 1 2 , ` i ` � � I � 4 � _ ; � , � � �� I � , � � _ 1 � � ' � � �'I � r.. I i I 1 I Iy - , . .. . � 1 I I O ��-�,• � . %.. ,,��. � ' �, _ e ,q .,I .. ., l-,�� �G��` � I � ;' � : ; 1 � � �__ : �__ _ _, � _� _ � - . �, 1 � �� ���� ` , � � , ` � I I � I � I %,�� � � � r i -� � ` _ / ---- �� 1 . I . �6 � I � , 4; 1, i � � I � \ i � ' � 1 � I� , I . � EDGE 1 I � I OF 1 I I I PAVEMENT FOUND No. 5 � I � � I �i I j �' REBAR � � � I � I � ' ` I I i I � I I I I, � I � � I I � i I �� � I 'i � i I I � , � � . �, � � � I � � � � � �, � �� �� �, � I� : � � , � _ , �� � _` �I I I, � 'I �I I� I T R E E L I N E I I ;`'-----__ ' � , � �, �� I --- - � � � , � f N S 3 • 5 8�� 4 I `, �' i �� '� � li ' `� �i � � I I i, 5 � 18 � � I j I� I ` � i � � �� 3 • � / j I I I ,� I / '/ i � � I I / SURVEYOR ' S CERTIFiCATE � ! � . , ; � �'` � �� � � � / ��� ,; �%� � � � � � � � � � ELEV. g��4 �, 1 , Stan Hogfeldt , a Professional Land Surve or re istered under � SC LE• I 0 j ; �� ; i � � � y g j' i / / m the laws of the State of Colorado, do hereby certify that this DATE OF SURVEY � 3130/90 /� '� % / �� / ��� 1�' topographic survey was made by me and under my supervision, and /` ' � j� . � that the survey is accurate and correct ko the best of my � �`� FOUND 10� WITNESS r I.O� C.M.P knowledge. � CORNER, pIN 8� CAP ; LS. No. 20695 � � j � � L 0 T 5 oa t e _----�1a=-p-°------ ----�I'�s-�= �'.�`_'----_�__:__.� - Stan Hogfeldt ^ • Colorado P. L. S. 26598 � � � • � � -�'. r�r��..�r • '� . TOPOG�R'�; �t� I� � � U�RVEY ' ,� NO`PICE: - • • Accordin to Colorado law LQ T 4 � B�,,,Q�' K _� � 9 you must cou�cnence any legal action based upon any defect ; - = s � �.• � �_�_.._� in this survey within three years aftea you first discover such defect. In no event, VQ �L R I D G E � - may any action hased upon any defect fn this survey be commenced more than ten years • 41199 Hf�l�wrdy��24.E2�c,�le-V��7 from the date of the certification shown hereon. ����12� T�WN 0� VAIL , EAGLE COUNTY , COLORADO �awa�aa.r,�a,s�2 3Q3-94;�t 4(� GREG SKINNER APRIL 9 1990 I47$ � _ � ; ° ' . ,__ _,. ; ... \ , _/� --- -- -- ___- _ , :;} .; �`� -- ,.. ,;_. � ;! --- - -- _ - - _ -- -- - . �__ _ - . --- �t: .('!+�`'� � ' �',y` ` �,��. , . t n ��. �, . -.�* . 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TREATED — d W/ 5/8" D� X f0" AB. � RE PLAN � � O 2'-0 O.C. �2)-�5 � x O - u: � R � TAININC W A � L SG �-I � DU� � : e„ — ,-' � r' � 4" cn �' x �- 0 o xY. o 5 ° — � p°o•0o0°•0�0°�0 4" W C � '�� F � � x ... r � H�GHT A B C D E � � � (2)-#5 CONT. _ � I IIII - ^ = y lz - s /s e ie�� o.c. v�ar. . . 111= Q = � ; Z ` � _ � _ , - 7 ._e•• g�� 3'-1" 5 • i2" ' I � : /5 O 2•_0„ X . ' GRAVEL BASE _ � z 4'-�.' AND LESS j I�5 � 16" C ' 6'-0" 2'-6" 10" 5'-9" j5 O 6" /5 O 6" J._ MATCH VERL � � /5 O 16" O.C. HORZ. 3'-� " /5 O 2'-0" VERT. . - . = , Q � Fl.00R SHE4THING o � - ' _ ALT. LECS RE; p�q�y i � J�5 O 2'-0 HORZ, Z f + U a° N IIII �� ' ' RE: Punr W d � 8 "+ ' /5 X 10'-0 CENTERED E 1/Z" ISO JOIM ON FLOOR JOISTS 2 X 4 KEYWAY > a CONCRETE SLAB � � O 16" O.C. • RE: PLAN 2 �4 YF.�(k1P. Y �5 O 2'-0" X , • W " O LECS � + � /5 O 16" O.C. HOR. y_p � AL7 N � IIII ~ � • W � � '� � � � � � � % � NOTES: 8 . . ,o — o. g„ SIDES � ( ) � s 1. REB4R GRADE 60 a°O'bo oO�a . � . . 3 - 5 CONT. 2. CONCRETE FC' = J000 P51 — � i 3. SOIL BEARINC 2000PSF � ��� ��� _III �+ � N =III _ : ' II�IIII � 1�z" RE: Piari , s -111 _ 111= �_2 x a wi sis�� v x e�� (rr�a.) � — (2)-/5 � (3)-/S COM. P. A. O J'-0" O.C. r ���— = o S � GT ION 8 S � GTION 1 - : III- ' ai4^ = r-o #s o iz° o.c. veRr. � 3/4" = 7 '-0 , � ;/5 O 12" O.C. X 3'-0" _ � JS AT I6" 7/2" ISO-JOINT ALTERNATE SIDES ; � � 4" SLAB ON GRADE 8 2 X COM. W/ 5/H" ON 4" GR4VEL BASE 2 X 4 KEYWAY � X f0" A.B. 4" SLAB-ON-GRADE � RE: PLAN O 2•_0•, ON 4" GR4VEL BASE /S aT i6" _ _ _ ` . _ _ _ _ (2)-j5 CONT. �, �: o°G�o; o°�: o°d�o� o°Obo: � ��� ��� ���= � _ —111 +�• cavc. sue-orr-caaoE f� e z._0,� �ti ollll� III� II�I �III���III Ill•000�•oo •. . _ _ - — — - - - ` 2'-0" =111 II�II�III III , ; °0'�3; �AO%' � -�� E 3•-6n � . . i — H � O 0� 0°��DO°��00°'�A � � � • . ' � = I ���� - _ � L4 X 4 X 1/4 W/ 3/4" _ o n ' � � � -III IIII =III I{� O�,�O�CH F R2 �� IIII 1/2" ISO. JOINT i A C VARfES g„ g" g�, (J)-/5 ��� ���� c�oo u . • - . � ' � : 0•000�'00 �5 O 2'-0" HOR. 's ��� o � • � S � GT101`I 5 oa.00 a.00 � . 6" . , (3)-f5 2 X 4 KEYWAY ' � . . . ' /. . . . . , , . . . — 3/4" a 1 '-0 . . ' � . � � . � � � � . - � _��� ��� ��� /5 O 2'-0" VERT. ���� 6,� � 6" � 2,� 2 X PL. CONT. TREATEU /5 AT t2" ���� 'I W/ 5/8" � X 10" A.B. FLOOR JOISTS RE: PWJ W/ O 2'-0 O. C. SIMPSON R HAIJGERS (J)-j5 CONT. 4" SLAB ON GRADE �2�_�5 MATCH VERT. REINF. =�III ON 4" GRAVEL BASE LO LEGSAL7.SIDES � � � TIOI I � S � GTION � - - - - - - - -- i g.. s�s•� _ , •-o vob000�� o�000• 3�+�� _ � �-o �III�III�IIII �III�III�IIII j5 • 16" O.C. I�ERT. � . . . �f5 O 5" OR /6 8" HOR. •� BEND EVERY OTHER HAR � � & IXTEND 6'-0 INTO SIMPSON !f J015T HANCER 3'-0" INTERSECTINC WALLS. BEND /5 O 16" O.C. X ��Y � & EXTEND 6'-0 ALTERNATE SIDES 8" O CORNERS FLOOR SHEATHING • : W�D �� 1/2" ISO-JOINT � RE: PLAN p(r. 5`TI/D WALL RE: PLAIJ 4" SU1B ON GRADE 2 X 4 KEYWAY ON 4" CR4VEL BASE RE: PUN I ` SlMPSON LCB 2 X CONL TRFATED POST BASE — — — —� � � � � W/ 5/8" � X 10„ —��� ��� ��� � eoa0°ai� �o�' a aa AB. 0 2.-��' � , . CONC. SLAB- RE: PUN X i� � � �� , pQ�o �o � � oa0�a�oo0 O — I • . ' EACH WAY �� ��� Oo0•oO�O�o .o RE wvE � "•' _ III III II�III III III ��� III �II IIII (2)-/5 CONr. � Fl.�R JOisr I ! ^ � � • � � � � = L4 X 4 X 1/4 W/ 3/4" REPLA/J � W. W.F. — RE: PLAN = . . . . Y X 8" IXP. A. O 76" O.C. = RE: ARCH FOR LOGITION 4" SI.AB-ON-GRADE ON � ' � — �� � �� — � — �� O 16 O C HOR s" •. � � . 3 _ 5 111= „ „ „IIII 111= /s ° . . . . . . +�� cRnv� ense � l i l ) i > > o � III � . I °o'�°•° • 8�� oe.0vo°0 a J�� � • 0�ob�•Oo -11 ' , _ � _ : _. _. _, _ J I S � GTI N 6 ` °�` o�o "�,o �5 O 76" O.C. VERT. po•00 � •000�•000�•00 � � � 8" RE: PLAN 8" 3/4" = 1 '-0 , . 7/2" ISO JOINT � '' I MATCH VERT. REINF. _ 2 X 4 KEYWAY . � 2._� LEGS ALT.SIDES = _ � ' z x a�. coNr. - 111 IIII =1111 (a)-/s coHr. � 4„ GRAVEL &1SE TRF�ITED W/ 5/8" � � (2)-2 X 72 LEDGER. GLUE 8„ ��7 . , S � GTION � p RE PUW X 70" A.B. O 2'-0 O.C. — 8" IXP. �.60 �6304C.� X � � � TIO I � �J 11� f J/4„ � 1 •_0 — _��� � SIMPSON HANCERLVJ W/ 3/4" = 1 '-0 .A '� N07E: CONTR4CTOR'S ALTERNATE SHALL BE AN ISOUTEU CONCREIE FOOTINC PAO W/ EOUAL �ZI-/5 (COM. C � RE7NFORCEMENT AND SIZE, IF SUPPORi FOR COLUMN IS REQUIRED BEFORE SUB-ON-GRADE = RE: PL4N L CAN BE POURED. — ` / FLOOR SHEA7HING �L d . f�5 X 8'-0 O 16" O.C. VERL � EXT. SlUD WiLLL � Z ' � � 2 X CONT. TREATED I /5 O 16" O.C. HORZ. � � Wj5/8" D� X 10" , I A.B. O 2'-0 2 - j5 COKf. 5• yJ_.r� /5 O 12" O.C. VERT. — I FLOOR JOIST RE: PLAN o � Lgi �� I /5 O 72" O.C. X RE: PLAN W/SIMPSON !T FNNCERS ' ' ' LEGS ALT.SIDES L4 X 4 X 7/4 W/3/4"1 L� . / 5 O 16" O.C. HORZ. X 8" IXP. A O 16" O.C. RE: ARCH FOR LOCATION 8�� 7/2" ISO JOINT /5 O 16" O.C. HOR. 4" SLAB-ON-GRADE 2 X 4 KEVWAY ON 4" CR4VEL BASE . /S O 16" O.C. VERT. III= , . � � . � . � . � " �. IIII 111= op .oaop,o ' — — � z x a KEVwnr — °�° °�° AIATCH VERT. REINF. IIII _��� . . • � � . III III ���� I2,– LECS AL7.SIDES = (3 -/5 CQONT. � ^ N ,� '. - � •- . ���� LO -�� ���� / • � � � � V Y �I . 6" �''-fs '�� °`�. -��� T O W N O F �'A � � 2._�,� S � GTI01`I � S � GTION 4 . ; , � ai4^ = i •-o BY. -- �-:.DATE?.�' 1 �^\ f� 3/4" = 1 ' -0 � G7 � U GENERAL NOTES � N 1 • M.L:Jt ILY�IL�i. Y"au � ILYK.LVLl • e . Wn^ni I . . � ' l V ]GYtl � ~ A . ROOP . . . . . . . . il PSF A . ALL FRAMI \G AND TRUSS LUMB6R SHALL 86 DRY DOl'GLAS FfR . B . TYPICAL FLOOR . . . . . , 10 PSF COAST REGION VISUALLY GRADED AS FOLLONS : � W � _ I u C . DECK . . . . . . , , . ! 00 PSF 2 " THICK - 6 "MdDWIDER NOUDZffb = 1250 pat 0 z Q , 3 " TNICK - 8 " Q NIDER NO . 1 f6 = 1300 pai � � D . NIND NOTE� ALLOWABLE STA6SS6S AR6 MININUMS AND FOR N06 - O 1 . BASiC NIND SPEED . . . . BO MPH R6PSTITIYE USES PR10R TO ALLO�YABLH S'fRESS INCAEASES . Y . ERPOSURE . . . . . , C �� x i • �. W I �n :� � •� F E . FARTHQUARE . . . . . . 20NS 1 B • PROVIDE l X 4 CRO33 BRIDGING NOT OVER 8 ' ON CBNTSR FOR = ALL NOOD JOiSTS AND SOLID BLOCKING BBTNSEN JOISTS AT ; W Y L y Y . NON- STRt -TL � � cLfiM€N7'S : SUPPORTS . FASTEN ALL WOOp MEMBEHS WITH CONNON II � m x � i1 F � 4AILS ACCORDI \G TO THE UBC SCHEDU6E UNLESS OTHERWISE � NOTBD. � � �c II I w A . ELENENTS . SUCH AS NO!� - BEARING PARTITIOVS . ETC . ATTACHED I Q v Z TO AtiD/OA SUPPORTED BY 7HE 57RCCTUR6 SHA6L TAKE IYTO _ � P II ACCOUNT DEFLECT [ONS A!VD OTHER STRUCTURAL AIOVSMENTS . C . LAlIINATBD BEAMS y 3 . pGU\UA7ION3 : 1 . ALL LAMINATBD MEMBHRS SHALL BF. FABRICATED OF ; -� _ %. i ' Z • � Q : � Q DOUGLAS F1R GARCH AT 12 PERCHTIT MOISTURE CONTENT � > ." U A . THE ALLOWABLE SOIL BEARI \G PRESSCRE ASSL'MED I9 DESIGN 1N ACCORDANCE WITH WCLIB . A6L 312ED SHOWN AR6 Z ? . SET , a IS 2000 . TH6 COWTRACTOR SHALL RETAIN A LICEt7SED SOI65 w a � � � ESGINEER TO iVSP6CT THE FOU\DATION E%CAVATION . SOILS 2 . LAMINATED MENBER SHALL BE DETAILED A4D FABRtCATED - ENCINEER SNALL VERIFY IN WRITINC TH& ACTUAL SOILS IN ACCORDANCE WITN THE STANDARD SPECIFICATIONS FOR ' � � "� Q . CAPACITY IS EWAL TO OR GREATER THAN ASSUMED . THfi DESICN A�D FABRICATIOV OF STRUCTURAL GLUE �y,J W B . ALL fOOTING BEARI !iG ELEVAT [ONS SHOY14 ARE ASSUMED . LAM ! "7ATED T ( MBEA , LATEST EDITION AS PUBLISHBD BY O EXACT BEARIVG ELEVA710?iS SNALL BE VERIFIED IY THS FIfiLD AITC . � � ' � T ACTUAL CONDIT101S BY COSTRACTOR MITH APPROVAL OF 3 . PROVIDE UNITS CO�FORNiVC TO AITC 117 , 22FV8 , D . F . ' 40 ' - 0" � ��' � � � � GINEER AND ALI, BOTTOM OF FOOTINGS SNALL BE A FOR CONT [ NUOUS NElIBERS A"1D CANTILBVERS AND 24FV3 _ , _ _.__ - _ ._ . _- . __ . _ _ .. . .. _ _ ___- _ __ _ . _ ___ C1 M OF d8 " BELOW EXTERIOR GRADE . _ _ . - FOR SIMPLE SUPPOAT M5'lIBERS . MENBERS SHALL BE � DE3IGNED WITH ZERO CAIABER W [ TH TOP SURFACE CLEABLY e,� W C . ALL FOOTIRGS ARE TO BE PLACED ON FIRN , UyDISTURBED � STAMPED ON EACH !NElIBSR . 3'-0" 9'-0" ,7•_}�� � NATURAL SOIL OR PROPERLY COMPACTED BACKFILL , APPROVED ' 21 _O � � - � BY THS SOILS ENGINEER . BACKFILL SNALL BE CONPACTED TO , D . PLYWOOD DECK AND/OR WAFERBOARD 95% ( MIYIMUM ) STANDARD PROCTOR DE^75ITY UNLESS OTH6RWISE RECOMMEVDED IV TNB SOILS REPORT . 1P SORT SPOTS ARE h7G, ENCOUNTERED REMOVE SOIL AND RECOIAPACT WITH APPROVED 1 • PANEL THICKSESS SHALL 86 AS SHOWN ON THE DRAAING . 5� 4 I FILL . � : ( RE : SOIL REPOAT FOR DESCRIPTION OF BEARING APPLICATIOY SHALL BE IV ACCORDANC6 M1TH SOIL . ) . RECOx1MENDATtONS OR THE AMERICAN PLYWOOD 3 S7 (777'-9 3/4"J ASSOCIATION . $1 � _ _ _ _ _ _ I _ _ _ - - _ - �11Q '-0") , - - - - - - - - - - - - - �O'f PLACE BACKFILL AGAI4ST BASEAIENT WALLS UNTIL _ _ _ _ _ _ _ _ I � BASE6IENT FLOOR AND FIRST FLOOR ARE IV PLACE . Z • EACH pANEL SHALL BS IDE�TIFIED WITH TflE I _L - ' � I ADE-SRADEAIARK OF TH& AMERICAN PLYWOOD - I - - -- -- -- - � -- -�k- % . CEVTER ALL FOOTIyGS U40ER WALLS , COLUMNS OR GR1D W VES ASSOCIAT104 AND SHALL MEET THfi REQUIR6lI6NTS Op e � � CSLESS OTHERMISE NOTED 04 PLASS . U . S . PRODUCTS STANDARD PSI , LATEST $DITION ROR �+ J � - � - - - - - - - _ _ _ _ .._, _ - - - - - - - - - - - - - i I OOD . ALL PA"lELS wHICH NAVS ANY EDGE OR � I F . �ONTRACTOR TO PROVIDE , AT HIS ERPENSE , FIELD DEVSITY SL'RFACE PERMANENTLY EXPOSED TO THF W6A7HER SNALL I I TESTS ON COMPACTED FiLL UNDER FOOTfYGS AND INTERIOR BB OF THfi EXTERIOR TYP6 . I I I SLABS -ON-GRADE . A Nf41NU?1 OF 2 REPRB56NTATIVE TESTS _ � I 4 SHALL BB TAKEN FOR BACN FOOTING ANU SLAB-OY-GRAD6 . 3 . FOR FLOORIhC USB J /4 " TkG SSURD- I - FLOOR SH6ATHIKG � � SI - NAlLED AT 8 " O . C . ALOVG PANEL 6DGSS AND AT 10 " REINFORCEMENT, WqLLS & � I I 6 . NOTIFY SOILS ENGINEER NHBN EXCAVA7 [ ON IS COlIPL6TBD SO ALONG iNTERMEDIATE SVPPORTS . FOOTINGS OF DECK WALL � � 4" SLAB-ON-CRADE � I I S�� I 'CHAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENS OF RE: RE7AININC WALL � � ON 4" CRqVEL BASE � � I ANY FILL OR CONCRETB . � . FOR ROOF USE 5 /8 " T8G 48 / 21 APA BXPOSUR6 I SHBATH- SCHEDULF/51 I ISG NAILED AT 4 " O . C . ALONG PANfiL EDC6S AtiD AT 12 " ^ � I � � I I i 4 . CONCRET6 : ALOSG IVTERIAED UTE SUPPORTS . � I I I I I � 'r 5 . EXTERtOR WALLS SHALL HAVE 1 LAY6R OF 1 / Y " t8/ 2 ! � oI � I I g I A . ALL CAST- IN-PLACS CONCAETE SHALL BB 4AD6 W17N TYPH I I ^ I POR?LAND CF.NENT , STONE AGGR6GATfi AND SHALL E�eSURE I SHEATHI !iG NAILSD AT 6 " O . C . ALONG pANSL ry � � I �G• I DEVfiLOP 3000 PSI COMPRESSIVE STRETGTN IN 28 DAYS . $7'Ep S1 I IF CONCR6T6 SUPPLIER PICOPOS6S USE OF FLYASN HE SHALL - ,7 I � I I I I PROVIDE OWNER WITH L&TTER INDICATI \G COST REDUCTfON AT 6 . DIAPHRAGM SHEATHING SHALL BB TNfi TNICRNESS SNOY/Y 709'-0" TIME OF BID . ON PLANS MiTH TNE FACE GRAIN PERPEND [ CULAR TO S� M 5 � I I ///���''' �� CR4WLSPACE I I SUPPORTS WITN EVD JOINTS STAGGERED . � T. O. SIAB � � /// S7EP � B . CONTRACTOR 4AY POUR SLABS -ON-GRADE CONTINUOUS AND _ _ _ _ � I I� � � �v SAWCUT JOINTS . JOINTS SHALL BE SPACED 1S FEST AND � • INSTAL(, SUITABLH 6DG6 SUPPORT BY US@ 0I PLYCLIPS . J � I � ��� SAMCU7 1 " DEfiP X 1 / 8 " WIDE N17HIN 12 HOURS AFT6R pOUR- TONGUE AND GROOVE PANSLS OR SOLID MOOD BLOCKING I WALL � _ J I ING . CARRY ALL SLAB REINFORCESIENT THROUGH JO [ NT . B67'WEEN SUPPORTS . " I S�p I I S� � I E . PREFABRICATBD WOOD MEf1BERS SHALL BH THfi TYPE NOTED ON _ _( 109_0] ( � 75 •_p��J � I C . SLABS , TOPPII:G � FOOTINGS � AND MALLS SNALL \OT HAVfi THE DRAWINGS AND SHALL BE " TRUS -JOIST " AS !IA!IURACI'UR6D - - - - - - - I I _ _ _ _ _ � JOINTS Iw, A HOR [ ZO!�TAL PLANE . ANY STOP IV CONCAETE BY TRUS -JOIST COlIPANY . ALTfiRVAT6S SRALL BE R6VIElYHD BY o � WORK NUST BE MApS AT THIAD POINT OF SPAN WITH VERTICAL THE ENGINEER . PROVIDE BAIDGING PBR MANUFACTLRER ' S BULKHEADS AND HORf20NTAL SHEAR KEYS UNLESS OTHERWTSE I o SHOWN . ALL CONSTRUCTION JOIVTS SHALL BE AS DETAILED OR RECOMMENDATIONS . AS REVIENED BY THE E�GINEER . I J + l� FllR21NG k�/ I I � I F . SHOP DRAy ! ?7GS SHA6L IVCLUD6 CALCLLAT109S AYD BEAR THfi - - - � 6 y4 ^ ,. L gxP, ia, �c. ��- o � WALL STEP I D . AL6 CO\CRETfi WORH A�D R6IYFORCEME�T DETA [ LING SHAL6 BB STAMP OF A REGISTER6D 6NGIREEB . W�� � I S7 9 � 5 1N ACCORDANCE WITH ACI BUILD [ NG COD6 318 - 83 . UNLESS �TEP � S� NOTED 07HERWISE ALL EXPOSED EDGES OR C04CRETE NORR g , ., _g� . : I I S � I SHALL HAVE 3 /4 INCN CHAMFER . U56 STANDARD HOORS ON I I f � � I D(riYELS UNLESS OTHERMISE NOTED . A . SNGIVfi6R ' S ACCEPTARCE MUST BB SECUAED FOR ALL � �'- 6 � 4" 4 - � �2 3/4" � STRUCTURAL SUBST [ TUTIONS . � 3'-6 X J'-6 X 12" � � io . REINFORCEYEuT ; I ° g„ I I � � � � Frc. w/��)-/S � N A . ALL REINPORCING SHALL BE HIC,H- STRE`�CTX DEFOR4ED BARS B • �ERIFY ALL OP6RING3 TNROUGH FLOORS , ROOF AND WALLS WITH I � J L , �EACH. W y � I � MECHA9ICAL AND fiLECTR [ CAL CO*(TAACTOAS . VHRIFICATION OF .�i� � � I CONFORNIVG TO ASTM A615 , GRADE 60 EXCBP? TIES , ST [ RRUPS q' O Tl'p - � d� LOCATIONS , SIZES , LINTELS , AND REWIRED CONNECTIONS ARB 4" SLAB-ON-CRADE � � � I AND PLATE ANCHORS WHICH SHALL BE DEFORNED BARS , ASTl1- CONTRACTOA ' S COMPLETE R&SPONSiBIL [ TY . ON 4" CftAVEL BASE � I 4" SLAB-ON-GRAOE � DESIGNATION A615 , GRADE 40 . I � ' I - I - �-�- - - ON 4" GR4VEL BASE I I � B . MH6DED WIRE FABRiC SHALL CONFORM TO ASTM AIBS AND SNALL � � • PROYID6 ALL ENBEDDED ITEVS iN STAUCTURE AS VOTBD 0Y 'o� � � ry L � _ � � ' � I I BE LAPPED ONE FULL NESH AT SIDE AND fiND SPLIC6S AND ARCHITECTURAL , MECHANICAL , 6LECTA [ CAL , AND STRUCTURAL I I � I WIRBD TOCHTH6R . � DRANI \CS . MISCELLANEOUS ENBEDDED ITElIS A.�'D AYCH08 'n I q � p � � I r � I • BOLTS SNALL BE FURNiSHED BY STEEL SUPPLIER AND [, � I � ISLAB I I C . REINRORCEMENT PR07ECTIOH : INSTALLfiD BY CONCIIBTE CO*iTRACTOR . STEEL SHALL FULFILL � S � STEP I ASTM A78 . I �C6W/ 2�6 X 72" � 1 . CONCRET6 POURED AGAINST EARTN . . . 3 " D . PROViDE ASPHALTIC MASTIC-COATI �t6 ON ALL STEEL AND MOpD :r S' ( � SIM. I � EACH WAY. )-�5 I I I I STEP � � 2 . CONCRETE POURED I4 FORMS ( 6XPOSED TO MEATHER OR EXPOSED TO THE EARTH . � '� ' � f 00'-0 I I � I � EARTN . . . . . . . ! " 6 , WAT6RPROOPI !iG , VAPOR BARRIfiRS � WATSRSTOP , E7C . , SNALL ry \ I I � BE AS SHOqN ON TH6 ARCHIT6CTURAL DRAWI .\'GS AND AS INDI - � T.O. SIAB I I N 3 . S6ABS AvD WALLS ( 40T EXPOSED 1'O WEATHER ) . 3 /� " CATED IN THE SPECIRICATIONS . r I D . NO SPLIGES OF HSiNFORCEMENT SHALL BE 7AADE EXCHPT �S I I Wq�� I I I DETA1LfiD OR ACTNORIZED BY THS STRUCTI'RAL ENGIti6ER . LAP F . ALL DIM6N5 [ ONS ON STRUCTURAL DRAW ( 9GS SHALL BE CNECKHD � � STEP I I �O I I 3 � SPLICES , WHERB P6RN17TED , SHALL BE A VIVI �IUII OF 36 BAR A6A111S7 FITLD AllQ11TEC'fUML DRAMIN6S . � I I I DfAMETERS UNLESS OTHERWISE NOTED . MAKE ALL BARS G . ALL ST�EL BF.A.N TO BEAA1 OR COLUNV CONVBCT [ON PLATES ^ S� CONTINUOUS AROUND CORNERS . SHALL BE wELDED TOGETHER U�LESS SPECtFICALLY SOTED I � I I � Ia SiM E . PLACS TWO � 5 ( PER 8 " THiCKNESS ) WITN 2 ' - 0 PAOJECTION OTHERMISE . � �� I � I I I � ^ '; ARWN� ALL OPENINGS IN CONCRETB WALLS , SLABS , AfID � STEP ,� I I I I I °iry i� •� BEAAIS . ALSO PROVIDE TWO MS X ! ' -0 D [ AGO"7ALLY AT EACH CORNER . ' � I � I I i lo � o + � m I � I I I � � STEP N I F . CONTINUOUS TOP AND BOTTOM BARS IV NALLS AND BEA43 SHALL ' ' BE SPLICED AS FOGLOWS : TOP BARS AT M [ DSPAN � BOTTOM o � � � I I I fl - BARS OVER SUPPORTS . I I I I I G . PROVIDE ALL ACC6SSORI6S NECESSARY TO SUPPORT REtNFORC- �- - -.� W�L � I S�P WALL � ; j , y ING AT POSITIOtIS SN014N ON THS PLANS . ALL REINFORCEMfiNT ,7 � I STEP � � S7EP I i �a .,i, 20 BE HEL� SECURELY IN PROPER POSITION IN ACCOHDANCE I I , ' WITH� ACI 318 - 77 . S1 � - - - - - - - - - - - - - - - L - � - _ 6 . STRUCSURAL STEEj, : 6iM. l - - - - - - - - - - - - - - - - - - - - - I . i ` � � �1 � � ' I 'J A . ALL STRUCTURAL STEEL SNALL CONFORM TO AS?M SPECIFICA- _ _ _ _ _ _ _ _ _ _ _ _ _ J y - - 2 - - - - - - - �IOJ'-6"] i IONS A36 EXCEPT PIPE COLUM"7S WHICH SNALL CONFORM TO �j�'. O. - - [98_2„-1 _ _ _ _ � '' I � ,', AST51 A53 AND TUBE COLUMVS TO AST11 A500 , GRADE B , LATEST �9Z -6 � � EDITf01S . ' ANCHOR BOLTS SHALL BE A907 STEEL AND NISCEL- ��I � LANEOUS F.MB6DDED ITEMS 3HALL BE A36 $T6fiL . S' � I ` � . C URAL STEEL SHALL BE DETAILED AND FABR [ CAT6D IN S7 ACCORDA\CE M1TH LATEST PROVISIONS OF AISC "MANUAL OF _� �'' il ,`T� y £L CONSTRUCTION . " C . UyLESS OTHERNISfi NOT6D , USE STANDARD RRAMB BEAII SHfiAR � � � .' CONNECTIONS MITN STEEL BOLTS OR WELDBD EQUIVALENT . II SELECT CONNECTTON AT BACH SPL1C6 TO SUPPORT 60$ THE u TOTAL UHIFOltM LOAD CAPACITY FOR EACH GIV6N BEAM AND SPAN . �s._�,� J'- 10 � 8'-2" 3._p�� D . MININUM WHLDS TO BE AISC AND/OR AWS BUT VOT LESS THAV � 3 / 16 " CONTINUOUS FILL6T UYLESS OTHERNISE NOTED . � E . ALL WELDERS SHALL HAV6 HVIDBNC6 OP PASYIN6 THB ;UIERICAN i NELUINC SOCIBTY STANDARD QVALIFICATIOYS TESTS AS � A � A 6 � / � N T fi� 1' �' � A N � D6TAILED IM AWS D1 . 1 . F . PROVIDE TEMPORARY BRACING AND PRECAUTIOyS Y6CESSARY TO 1/4" = i '-0 WITHSTAND ALL CONSTRUCTION AND/OR MIND LOADS UNTIL ALL FCJUNDATiJhI NpT'�.5; PIELD CONMECTIONS ARE COa1PLETED AND SHEAR NALLS ARE IN PLACE . 1. C 7 �NOr/�•T[�,� ToP pF �.NLL EI.,EwtT�pN , 7 . NON- SHRINK GAOIIT ; 2. ( ) INDICi.T�s T7JP OF FG+VryJG F1LVh" 1 ;-`IJ, 3, ��/NrwN too'- o �s � � yai -E+J1- 10 �: T .;n �. e+��P� r io N s?. i 1� '- � A . VON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS : 4 . AL. � SII.E �rJ �if�+aC'C_ �k1Al.l . P� R�aNCCRC. E.f�> W � �i %� 6 � �% Wt. 4 . G.11.4 W . t-J . F. � � � D 1 . BETIY6EN STBBL COLUMN BASES AND FOUNDATION IYALLS . � � � � TOWN OF VAIL , � / , ; � ., . :; BY._ ...�� f. !.�...._..DATE.�I:�'� , . _ F _ t�./ �� �-.,�.�¢,_ - - N - L k � { L / � � S. w i C! 0 �, a � a � � a � ' o i � � • , w � Mm' � � t x � � � W o :_ � t- i; � mm ... ', t- W � c : �n r Q U ` `° Z � c � LL ^ ti � .:. Z ' - ° a , c � ,. I � � � � =a � Zr _ � a 4 W °' w f 4 S � 7 6 S 1 W i �' O � � � � r • I �'� . � � ` CRAWLSPACE 4" SIAB-ON-GRADE � ON 4" CR4VEL BASE i 1 7/8" 7Jl/25 1 7 7/8" 7Jf/ZS A7 16" O.C. AT 16" O. C. SIMPSON HL76 W/ 4 -3/4" 0 7HRU- � BO S EACH LEG 6 � 3 1/8" X 12" G.L 57 S1 2 X 6 AT 16" BRG. WALL 2 X 6 AT 16" ABOVE CONC. WALL erucE J BRG. WALL 1 13 � 2 SS �1 J S5 � i1 7/8" TJl/25 CG) � 'LrL � !(o )' 2rli A7 16" O.C. ��nN STAIR �+ �'pU.ir11.1 N ` i 11 7/8" TJt/25 STAIR .� � � \ N AT 16" O.C. N � � ¢ UP ONLY UP ONLY 4" DEEP 1 � ^ BEAAI POCKET o , � e i�a8x iz iiz�� c. �. 1 � - - - 6 J/4" X 72' GL. 0 11T- 17 1/�„) OR (J)- 72" M. L. _ _ OR W18 X JS - - - - - - (z)—s x iz lz)—z x iz s iis° x io vz' c. �. - - - - - - - - - - - - - - - - - 108 - b ��41 ' 2 X 6 A7 16" BRG. WALL OR (2)- 12" M.L. (FL USH) � 3 BRC. WAIL � 55 ABOVE ONLY -+ J � r.s. 4 x + x va�� � � ewace J COLUMN DOWN ° I (J)-2 X 6 COWMN � y G� _ 1 I/P UP .a.ILY � ` 118,_�„ 4� � J J � G � N � i �3)• �'a ° d . to" — j � �+ FxP. A . S1 11 7/8" TJl/25 "� INS7ALL UNDER , AT 12" O.C. FlREPLACE i 2 X B O i6" � � 0 _i W �� C� i t 7/8" TJI/25 11 7/8" TJ�/25 O 12" O.C. `v O 12" O.C. W/ 2 -2X8 x - OU GCERS ;t ! 7S 5 X 5 X 1/2' "� 5 1O I UP ONLY UP ONLY SS eance J -- - 'r - �iJPpnILY �3)- 12" M.L. � ) 3 - 12" M.L. , �' J - 12" M. L. � ) ' /�. i J � � � 4 1.. ��1' (3)- 14" M.L (3) -2 X 10 W27 X 44 OR W16 X 50 ( 108'- � 1/4„� 3 (► V �!1 e�+ S� � ''r� . (107'- 17 1/4") 6 COWMN � �� SS � UP UP j > . (5)-2 X 6 COLUMN (5)-2 X T.S. 4 X 4 X 7/4" DOWN 7.5. 4 X 4 X i/4" DOWN � ONLY ONLY p � ' G � 4 TYP. i` ` � . S � ' �� ' � ,L, >; s S5 x � � � !�' � n ' W � � � L � � 5 1/8" x 1z " C.L. 1 �- il !-SIMPS(NJ HC' `� W/��'--J/4" ��,I � 1 0 iHRU-BOLTS EACH LE�ip C t/ - :a rif:�N -� � � yL A69 (P.Fi�R OuY�o1W1- G. � crJ r ;,-; , � SIMPSON HV6 S5 (2)-SIMPSON HL76 W/(�J-.��" w/l2) - =�/4 ' 67�i�:rt� pO�TS E�cH LE5 .;' �f1 � W/�4 ) - 3/4" A THRU- 0 THRU-BOLT$ EACH LEC M�T'L7 � �oM Dv�OVN.a �. C+ L . T� F�H':-' iP �- �� L . I Bn f5 ��N LEG � il � S � GOND � � V � L � i� AMINC {� � AN T �I '� � D � � V � � � � aMIN � ?� � AN � . � „4 „ _ �, � _ � � 1/4 �� _ � -_� SEE S4 FOR FRAMING N07ES. � � � � a �' � D TOWf�I O �' VAIL BY._-������.:��i.�_—�=_..DA7E�.�� � � _ ' ' — ' . _ . _ _ . . _ ._ _ _ ' _ ' _ _ . - �. . -� . " — _ _ . — _ . ' . . _ . - - __ " '__ ' ' — _ . _ ' ' _ ' ' . _ _ ' _ ,. _a-__ "•. . . - . . N F �� ! � + I.J r + , . ' ~ . W , , . _ � I � pl � � � � I Q I � ` � � � � ' n �, {L r� F � (I� .., m � l 7 ' W p �° �c �� F- i- .. �, C m x .., F, C � � a tn Q � � � z T LL 1 {Y .� T Z � C II . � � ���� Q � l , U Z ;' _ _ y yJ ` w � � ' ¢ W �' O � a w m � 5 � � 6 SS � � '-�' ul 76 $ W%(4);J/4" � THRU-BOLTS UP ONLY SS UP ONLY SS � EACN LEC _ 2 X 72 A7 16" O.C. _ _ _ (2)- 12" M. L. (J)-2 X 10 (3)- 14" M.L. Q � � (728'-5 3/4") � (J)- 12" M.L. BENT � 1'" 1 Q c.i ? J -1 X 10 'L ci j LL O � `? ryj', � � ��J 1�' O I � SIMPSON HL96 3 - 12" M.L. � o I �� M1' I I 2 X 12+�2 AT 16� O.0 ,���ti2 X 7 b � � . � W/ 4)-3/4" � THRU-BOLTS N a AT 16" � AT 16" 0 N EA�N LEG N I TRUSS A I 1RUS5 A I � DOUBLE TRUSS g N I A7 16" O. C. � 11 7B" TJl/25 N � � a � AT 16" 0. C. � � � I � � I � TRUSS B � I � � J � AT 72" O. C. � N � � Z i I � I � i � � � i � a^ �� `h' � � � � \ � � i � r2J\ � � +� I U(-' GIJLY �� � ��. I W `i � � ��, � �`ll � � � _ � . � � � � b � � I V b ry N (3)-2 X 4 COLUMN 2 X 4 Ai 16" O. C. (3)-2 X 6 COLUMN �° (2) - 12" M. L. �O � I � '� ,ry �'" N � �„ (6) - 2 X 6 COL. BRG. WALL ` � N N I �1/�' '� (6)-2 X 6 COLUMN x `-' `' ` 2 X 6 AT 16" BRG. WALL �2)-2 X IZ (2)- 12" M.L. (2)- 14" M. L. ( 126'- 77 1/4") IN WALL N � 16" TJI/55 I 16" U(/SSE �� "' Ai 2'-0" O.C. I AT Z'-0" O.C. �P' ♦5 � � ���. 76" 7Jf/55E 16" 7J�/SSE (3)- 12" M. L. : 1' U '� �?„ nr 2•-0^ o.c. ar is�� o.c. 5�� � �` � o � 3 -2 X 6 (3)-2 X 4 COLUMN � Z �� c< BEND 16" iJV55E BEND x �d IYP. THIS WALL N ��- 1 �). �. ;� � cy (141 '-2 1/4") Ai 2'-0" O.C. 16" TJ�SSE' ry � (li) - 2 - C. --< � � � LUMN _ cy 76" TJI/SSE �w�N �v STAIR a SS x �ULU M �.1 s x AT 2'-0" O.C. W24 X 84 BENT AT 1'-0" O.C. � �. U .f N I � 11 7/8" TJI/25 -�. � � 3 g x � � `� AT 16" O.C. � .' cv 16" TJ(/55E 76" TJI/SSE `D ; � �y SS qT 76" O C. O 2'-0" O.C. 3 ,, � ! >c �'L° a r 4 �' r.�J 5`P `�t 2 X 6 AT 16" O. C. BRG. WALL (3)-2 X 10 � � � ? SS (6)-2 X 6 COLUMN SIMPSON HHU HANGER SLOPED � AND SKEWED, TYP. �' — (6) - 2 X 6 COL � , (4) PLACES SIMPSON HHU � v WWCER, TYP. 9 � OPEN � 6 PIACES S5 � 5 I �O (JJ- 14" M. L. � `O S5 '^ Q '� O N O 2'-O" O. � • '-O" O.C. I N � ^. - � 11 7/8" TJUIS x -' 1`� I �d � x �I AT 12" O.C. � `� J � '� `� � J`c, N I, � � i`� z + � io � L`Ll , I ''�'' � ,� � � w l �� n O ._. � L � � X N , �� ��;2, o.�. °l i cj ry � � i � . � � � �• I DOUBL£ TRUSS C � 11 � 1X1 ,�,� �`�J� 1X1 � ( SS < AT 16' • �; i . (3)-2 X 72 (3)-2 X 12 MUWON N ltil' (3, BENTM L2 �2 Al 16' I 4; J g `" s 5 1/8" X 9" G.l. N ( 127''D �/16") I ' OR (2)- 10" M.L � N L _ _ � � 16 _ SS " G 1 $ ^ Ca � I � �c - � � I S5 N � � ) Y ': I � OUi� T � 1- � V � � � i� AMll`IC fi � A1`1 � 00 � � {� AMII`I � i� � AN '� Z ' i � � va° _ , •-o ,�a° _ � �- o � � � il � FRAMING NOTES: 1 . ALL COLUMNS SHALL BE (J) -2 X 6 UNLESS OTHERWISE NOTED. 2. ALL BEAMS AND H£ADERS NOT OTHERWISE LABELED SW1LL BE (3) -2 X t 0. J. ALL BEAM TO COLUMN CONNECTIONS, 80TH rOP AND BOTiOIN, SHALL USE SIMPSON TYPE PU1TE CONNECTORS, UNLESS 07HEWISE NOTED OR SHOWN OTNERWISE ON DETAILS. PROPOSED SUBTITUTIONS BY CONTRACTOR SHALL BE APPROVED BY ENCINEER PRIOR TO WSiALIAiiOti. , 4. PROVIDE SIMPSON HUTF BEAM HANCERS WHERE BFAMS FRAME i0 FOUNDATION WALLS. BEAM POCKETS ARE CONiRACTOR'S OPTION AND ARE REQUIRED TO BE 3 7/2" DEEP. � 5. �J' INDICATES LOAD BRG. STUD WALL. 6. Q INDICATES COLUMN DOWN ONLY UNLESS NOTED OTHERWISE � � � � O ` / � D 7. � INDICATES COLUMN UP AND DOWN UNLE55 (T SfTS ON CONCREfE WALL. � v 8. ( ) INDICATES 70P OF BEAM OF PLATE ELEVAl10N. 9. FLOOR ELEVAT10N5 SHOWN ARE AT TOP OF PLYWOOD. T O W N O F V A � �L 10. INSTALL 3/8" STfFFENER P(ATES AT ALL S7EEL BEAM SUPPORTS. 1 11 . DIMENSIONS OF TRU55 A,B,C, RE: AltCH. MEMBER SIZES AND NAIUNG RE: SECTION 10/S5. c�� � 2. c�u-uti+ oECK eancES ro aE Roucr+ s�wN. BY _ _.DATE�.-���..-y- �� / � . �� � .. �:�A+'�,!� ��F,�w� RDOF SHFATHING +r , ROOF SHE4THING � �. ROOF JOISTS � 12 RE: PL4N ! l�..l - f 0 FLOOR SHE4THING ; � 8 --- � WALL shEarHiNC f2)-2 x a x zv--d � OU7RlGGERS AT F.4CH i � � FLOOR JOISTS-NAIL W/ � . 00 16d NAILS AT 4" O.C. FLOOR JOISTS j' "' 2 X OfCKlNG DORMER TRUSS (2 ROWS) AND GtUE TO WEB RE: PLAN (J'a M� ' RE: PUW 3/8 BENT PL. W/10 LEGS EACH FLOOR SHFATHlNG I W '� `D � " „ RE.• PUW 5/4" DECKING � p�° I L�' � �"' . 2 X PL. ON SIDE OF G.L. BF�M W/(6)-3/4" � , OUTRIG�ER � Ar X 6"BEXP. A�F�1CN ANG E lNTa�3�4�� � �� �o , � i FOUNO. WA�I, (2)-3/4" � THRU- � Q,�U� '. .� E: PLAN k00F JOIST BOLTS THRU POST w �. RE: PLAN W/ • • • • � • --�u. ..� �% f II ki � 2 10 OUTRIGGER DECK JOISTS RE: PUIN • O@ � NAIC AND GLUE W/SIMPSON U NANGERS � SNa I I • � • • • • �y ' � (2)-ROWS 8d NAILS 2)-3/4" � X 14" L4G-BOLTS W A L L i A r 4" O.C. �3" SPAC/NG) I � p , � � BLKG S11dPSON LSU I.JJ �' w 4„� 4„� HANGER,SLOPED � 5H1M AS REQ'D. y , � ! M.L. BE4M BEVELED PL. I � — RE: PL4N BLOCKING AS REQ'D BY MANUF. !� I.LJ • � ARCH. RE� EXTERIOR � � 2�, I I FLOOR JOISTS SIMPSON U HANGER C E4CH JOIST � p BFARING WALL ' RE: PLAN EXTERIOR STUD WALL �. • � W/SHF�4THING ' : j I 4" � W/SHEATH/NG ' � t } GLU-LAM BE4M , l 4° (4) 3/4" !d THRU-BOL7S RE: PL4N � � T - THRU VALLEY BE4h1 � � � - �- �„ � �I o� �� � I 4" � AND H�DER BF4I�1 , , � \ ��/' "�"�o N [°] (SPACING MlN. 3") 3/4" = 1'-0 • � " 4,� N r.�. VALLEY BF4M �./ � � � i�I ����IV � � ��� ► 2" RE: PIAN " �I O N 1 � 3/4" = 1'-0 ' I I I 3/4" = i'-0 •�_' _' 3/4" = 1'-0 . � 8 3/4" X 22 1/2" GL. , ' • 4„ 2„ R.S. GLU-LAM BF�1M RE.• PL4 3/4" P�YINOOD GUSSET ; . W/(2)-SIMPSON HL76 E4. SIDE W/8)-10d NAILS ' " W/(4)-3/4" � THRU-BOLTS F�ICH SIDF �CH PANEL ROOF SHF�ITNING • !'_ - - F�1CH LEG. (32 TOTAL) 12 ` 12}- 3/4 � THRU BOLTS • � • 2 X 12 TRUSS IdEMBER - - � ' � N 1/4" STL, PL EACH SlDE • • 8 3/4" X 7" G.L. R.S. • r W/BlRDSMOUTH C�/T FLOOR SHF4THI(YG � ' $ I. • . � • • • , � I 2 X 8 BLKG. wALL • . f2)-3/4" �X 12" EXP. A. • • . • . . • • SHE4TH/NG 4„ SPACING) EQ. (IYP.} • . FASCfA BE4M , RE: ARCH. FLOOR SHE4TNING , � � � � � � {2)-3/4" F� X 12" LAG-BOLTS + � � S ' i� _ - RE: PL4N � W�B-STlFF: ��Q• -- --- -����� - [2)-3/4" � X 12" EXP. A. AS REQ'D. BY E�� -- --- j�oj�;j� -- - t4" SPACING) MANUF. RE: PLAN , • BLKG. AS ' 8 3/4" X 7" GL. R.S. REO'D. BY 2 1/2" STIJD BRG. MAN�/F. � .' . " • WALL W/(3)-2 X 6 ' CONC. FOUND WALL CANT/LEVER BF�1M AT � . '� - _ OVERHANG AT TOP (3)-]2" M.L HFJIDER ' OF WALL (CUT INTO JOISTS) EXT. STIJD �'„, ' ROQF SNE4TNING W/ILL L�u-rr .to i�J7 , . � . . .. !" FLOOR JOISTS �,, HE40ER BF1rM RE PIAN FLOOR dO1STS RE.• PL4N � ' ` - � � IN MA1N ROOF � � '"�' 2 X BRG. WqLL ��� '��� ����I��I �� ��� � �� � RE: PLAN � , . ��� , 3/4° = r•-o I � � ������� � . � . 3,4.. � �.-o � ����loN � 3,4« = �.-o S�GT10N 2 ! � 3/4" = 1'-0 3/4" = 1'-0 M1� . .. .� ':.A�If � f � 3�s„ Sri�ErvER ; , � '�, ' E4CN SIOE y ., BLK�. AS REQ'D. � FASClA BF�IM FLOOR SHfJ�THING 1/2" X 5" X 8�' TOP PL. � � ROOF SHEATHING lN/(2)-1/2" � BOLTS � � __ ROOF SHFATHING �; L4DDER FRMG. JOIST 3/4" PLYWOOD f � 'i� '_, j W/WEB ST1FF. PANEL � FASClA GUSSET EACH JOIST ROOF J015TS RODF JOISTS y'.,w °�. R£: PLAN RE: PL4N � `` � 12 FLOOR �OI5T 8�- � ' �� RE PLAN 2 X 12 BLOCKING � ; ,°; 3 1/8" X 12" GL. BLUC'l�1!VG 8�_?WEEN ° ' ; FLOOR JOISTS (10 SPAC�S or fWEEN ; 1 ,,, _ 1/8" X 4" X 10'-0" JOISTS) ; INSTALL (2)-511�;�';ON f' STEEL STRAP W/ (8)- i z � A35 CLIPS E4CH END EACH BLKG. ,, 3/4" Pr X 6" [AG-�OLTS � > ', . ' I (6" SPACING) 1/8" X 4" X 5'-0" S7EEL STRAP N W/(8)-3/4" � X 6" L4G- I . BOLTS (6" SPACING) I , SINPSON A35 STL. BE4M RE: PL4N 6.V I I � � �{ ` CL1P FACH JO1ST BF�M IN ROOF JOIST (2)-2 X PL CONT. � � I I SPACE ��,w/�,���2C.� BO�T � i ti,. . � ��: �;; I I I EXTERIOR STUD WALL SIMPSON HUS HANGERS, I � I I f I W/SHE4THlNG 7YP. ALL LADDER FRM6. BEVELED PL. W/ 1/2" D� BOLT AT 3'-0" I I I 0.C. (S7AGGER) STEEL BE9M ,„ 1/4" STEEL BENT PL. °' �` � CHANNEL, WELD TO I I - —' -2�� RE: PIAN _ 3 . C O L UM N I I _I ` _g�� TS 4 X 4 X 1/4" COL. � 6„ 6,� � I 4�� � � . , `a U ( ��G�IoN 11 �: . � EXT. STUD WALL 8 �,8.� ��GTIdN �7 �j (�� N , ; 4�. � ,� ; NSIDE BEAM � � - - -- -2„ L4G BOL'TS X 14" � _ �/��/ �I O I I � � : �� _ I I (4" SPACING) 3/4 1'-0 3/4 1'-0 3/4" = 1'-0 ST£E� COLUMN � j I '^ RE: PLAN 8 3/4" X 22 1/2" G.L. � � I 4„� 2, R.S. GLU—L4M BEAM RE: PL4 ' _� � W/(2)—SIMPSON HV6 N!P 8f�4MS ,,;' ' W/(4)-3/4" F� THRU—BOLTS RE PL4N � . ._ � —� EACH LEG. i � I I �r 8 3/4" K 7" G.L. R.S. I - RODF JOISTS `J �. " RE: PL4N .1 � I 2)-3/4" �X 72" EXP. A. I I �4 SPACING) , I I FLOOR SHEATHING ' �� FLOOR SHEATHING (2)-3/4" � X 12" I�qG—BOLTS ROOF SHf�4TH1NG �2 1 1 , . I I ~ � '. - . �,:9 8 EX7: STL�D WALL ,+ 2)-3/4" F� X ]2" EXP. A. W/SHF4THING ; ';� < < - �4" SPACING) I I I I 8 3/4" X 7° GL. R.S. i ,`� �'�; I I � �2)-2 X CONT. PL W/ 1 r .=3� I I 1 1/1" DlA. BOLTS ` _� _ � 3'-0° (STAGGERED) � I I � _-;1 � � , � 1 VENEER SUP ORT AT �"0`r O.C, i� SIMPSON A35 Typ, ALL ARCH�S �����TS�W/ ' ' � � � � M.L. BEAM CLIP EA. JO1ST � ) RE: PLAN HANGERS '" STL. BM. I :� SIMPSON U FLOOR JOISTS BENT STEEL BE�►M RE: PIAN . � '� HANGER RE PiAN RE: PLAN W/2 C M�NJ /2" A� WASHERS AT '`' PL. (SEVELfD S7 �'� 0 ` EI,�I IN c � -4� w� ��2�� � s�i.r,ar cf ��� 0 2�-0�� o.c. � � � � . , � � .s T N 14 � � � � � ��GT►oN �z ��� o � � 3/4.. � ,._o T� N s�� �o f'� �� 3/4" = 1'-0 � ��,.! � ] fi � 3/4" = 1'-0 3/4" = 1. � � � �� 1 L.,, � i � r ' ` .� BY.. -.-.�........�. .DA7E.l;�".� � +} :; . � � ,,r � � . � �� �� � � �� : . � � � ���i PLANT LIST- BRTNKMANN RESIDENCE 2643 CORTINA LANE KEY OTY• BOTADIICAL �AA�IE COA�P�iO�T NAI�IE SIZE TREES PT 23 Populus tremuloides Quaking Aspen 2-2-1/2" PP 16 Pi�ea pungens Colorado Spruce 7-12' SHRUBS AA 10 Amelanchier alnifolia Native serviceberry 5# AT 7 Artemisia tridentata Tall western sage 5# CA 2 Gotoneaster acutifolia Peking cotoneaster 5# CC 14 Garyopteris x clandonensis Blue mist spirea 5# CS 2 Cornus sericea 'Isanti' Isanti dogwood 5# CSC 2 Cornus sericea coloradense Colorado dogwood 5# CT 7 Chrysothamnus 'Tall Blue� Blue rabbitbrush 5# PC 1 Prunus besseyi Western sand cherry 5# PF 7 Potentilla fruticosa Native potentilla 5# PM 1 Pinus mugo mughus Dwarf mugo pine 18" PS 5 Potentilla 'Sutters Gold' Sutters potentilla 5# PV 10 Prunus virginiana melanocarpa Native chokecherry 5# RA 5 Ribes alpina Alpine currant 5# RT 3 Rhus typhina lacinata Cutleaf sumac 5# RW 5 Rosa woodsi Native pink rose 5# SB 5 Spirea bumalda �Anthony Water�Spirea 5# SK 2 Syringa patula 'Miss Kim' Miss Kim lilac 5# SP 5 Sambucus pubens Red berried elder 5# - � .� � � ��► A�' / ,,� !� ,� � ,� ;�� _ .�.....,..-�.: w * � _ _ , ,, � �., . r ,. ,,, s :. 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J� . :. . .. ., ; ° � _ . ---. . = T •- : '�j1 ' � _ r_ �,�' ; ,� �;, , ' ,/ ,. ./ . ���. ' � �_ � :� ��?� � � � � I r, / I . .: .- - . . .� , x;. � C.. , .. _.._ , � ' �`. . � ,,, � � � � � IMPROVEMENT LOCATION CERTIFICATE � I hereby ceztify that this Improvement Location Ceztificate vas prepared for ARNO BR�K�ANPJ, , that it i� not a land FND. No. S REBAR survey plat or improvement survey glat, arld that it is not to be relied upon for the establishment of fence, building or other future improvement S6 lines . p 2�c�j39�� I further certify that the improvements on the above described parcel on � F this date, �0,(3o�q� ,, except utility connections, are entirely � LOT 3 rrithin the bounda�ciea of the garcel, exceQt as shovn, that there are no � encroact�ments upon the described premises by improvements on any ad�oininq �s� prenises, except as indicated, and that there is no ��gp,�rrent evidence or sign of any easement crossing or burdening any part�.°'d� �d;�'Q,,,parcel, except as noted. '°� . • '���,'� , =z�, � ��r'�- Date : �p� Z.� \ �1.1 - / Dann�,�.,Corcor�,� � ; Colo,�"�,d¢���g�,�I�±3,.;��6827 , . . ,. �, UNPLATTED ,� / , � - �� � �� o � ;' � �0 8 Y�'WlNDOW 42 4, � ti � �' � �2. , ��� 2/4 � `,:� •9S� ROCK WALL - ti LOT 4 ' � 4? o� �' \ i��4 �L 4 � 9 . ,�L/ 0.6125 AC. � �L�e`;^;.� � � � 2 � STREET ADDRESS IS 2643 CORTINA LANE J� � ^iap� � � �M � 0 ?p FND. PIN a CAP �/- ?S' FOUR S70RY WOpD �� LS. No. 16827 BLDG. ---=_-; FRAMED HOUSE � ,/,�-^,'��f � OVHG. / � / �� 0 / F T" \ _ --- � \B �30��,� /�Q �+9 � ti`L�� s6" �h O �--EDGE OF PAVEMENT FND. No, 5 REBAR �• o �� k ,�� �0' /� � �� 2 8 \ M \\� 2ND FLOOR DECK �� / �/S 3• 9�� ��?p. UNOER CONSTRUCTION os BAY WINDOW �� MO DRNE AT TI ME �5��/'� OF SURVEY rv 0 4 ^��. ?3' �� �, NOTE� ROOF PEAK ELEVAT�ONS ARE AS FOL�OW� hO B) =8164.5 -E'/�f I " 23 5 /C�/ll��C �T� d� ` c) = sis�2 �Si37 = 30.Z �� D) = 8159.7-8/3/ " ?�..7 rj.��.Y,./' tr��� s��°t� .-• _ ,_�_ Oyc �r��'4�. � �-L�'�tt4�. �/^/�/'f'�.G.C.�a ' �"/� �«I��f�sI�Y°c`'¢' � �c-� / . r ��'�!'rCa?{i1'r�'-s,`��� C.� f - / �� �` /G�..:�.. LOT 5 P i � �P 8 � sca�E� i" = 20' ' `�%�� �� ��� DATE OF SURVEY � 10/30/91 /o �n� V FND. 10� WITNESS CORNER L S. No. 20695 IMPROVEMENT LOCATION CERTIFICATE NOTICE: LOT 4 , BLOCK A _ = - = =S_ � =`_'3��g=-_— `-— Accordin ta Colorado law -'�= �, _•--- _� £��a-= q you must commence any leqal action based upon any defect in this survey within three years after you first discover such defect. In no event, VQ�L RIDGE � 41199 Hi�hway 6 &24, Eag1e-Vaii may any actioa based upon any defect in this survey be commenced more than ten years z Post Office Box 1230 fr�, the date of the certification Sn� hereon. TOWN OF VAIL EAGLE COUNTY COLORADO Edwards,CO 81632 � � 303-949-1406 � g PATRICK A. K£Y SEPT. 8, 1989 �47$ � � ��� ��,,^,�. � 1992� . 4'�C°D MAR 4 � 1���