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Home My WebLink AboutVail das Schone Filing 1 Block A Lot 9.PDF x 7965)'\ /r \ \ CONCRETE RETAINING WALL \\ (0 0�� \ \/ (0 VENEER d GONG \ �G^>r BALK RETAINING \ -10.01 \\ x \Q 82.0' / TO \ T.OA / BUILDING FOUNDATION OUTLINE - o \ 7a -►5.a' 64s x 7964,8' \ / 0.11 T.01N \ \ y / 720' \ \\ I I V \ 1 {(j � 64.0' B.O W {%00/ �D / ,40 5NON \ I \ I ��•, \ / J No CO PHONE BX MITE �' M o- \\ PIN AND GAP a0 U Cj� L.S. 11204 , E� CI EL = 12T-II" \ \\ eJK e \ D. O O r, IN, 6 = 127'-II"\ I DRIVEV'�Y \ 9S � LIMIT OF \ / s �aa-r.4) \ \ \ DISTURBANCE 2ND�G FRAG L a\ 4.5 // , i \ 5' ASPEN FENCING 3 -df4A$� R L q7 _ / NOW` 62. STORAGE /EXT \ PRUGE / I / EL - 126'-5" \ ` PHONE BX -12 `�/�\ \ 5 ?a5.q) o \ HYDRANT g»o' a 7858.4, Q' x a / LIGHT / 15T - L R LEVEL g5q.5 „� / 3RD - M LEVEL gbq.5 > HAY BALES /QC-i g7O / EL = 122'-5" // V MANHOLE 7 \ 565'laal.a o STORM/ BENCHMARK O RATE ELEVATION = 7857.7' a EDGE OF \ Q5 2Q PLOWED OAS � \\ � \ �o ;� : // � � O DRIVEWAY FOR W \ METER \\\ o Q �/b SNO LOT 10 6 a '� STORAGE CULVERT O l � _ / PS CONNECT n \ ❑ �Q❑� RO K 1 CULVERT O MULCH I .H GRATE STORM z -A Z t 4' GONG PAN W/ �' O 4 . 0 ' } 6 / 2" INVERT � NO HEAT IN PAN -7 58.q v- LU BUILDING / C>P �2 SS LLJ FOUNDATIO EXTERIOR LIGHT LEGEND QTY OUTLINE UPPER /� �`�� / Lot I O LEVEL 6y' S ~ o OVERHEAD CAN LIGHT q DECK 6 WALL MOUNTED FIXTURE 14 Q� OVERHEAD PEDULUM LIGHT - 8570 FT. 0 tu IN AND G� O '�(i4 S Z 5. 11204 NOTE. VQ ALL EXTERIOR WALL MOUNTED LIGHTING FIXTURES TO BE in and ca / INSTALLED 7'-O" AFF p p ALL OVERHEAD CAN CONNECT TO / 5: LIGHTING TO BE IN SOFFITS EXISTING CULVERT / LI=GI=ND SYMBOL QTY NAME SIZE ORIGINAL AREA CALCULATIONS REVISED AREA CALCULATIONS L9 ROCKY MOUNTAIN JUNIPER 5 GAL. VAULTED AREA > ib'-O" = 353.050 FT � FUTURE BALCONY =100.00 50 FT 51T=*""A.AN=*CAFE FI.AN 4 5 GAL. _ GARAGE = 600.0 Sq Ft = 235.0 Sq. Ft (835.0 50 FT TTL) GRAPHIC SCALE 17ate: b LOWER LEVEL G.R.F.A. = 421.4 Sq. Ft = 880.0 Sq, Ft COLORADO BLUE SPRUCE 10'-14' HGT MAIN LEVEL G.R.F.A. = 1617.6 Sq• Ft = 1714.0 Sq, Ft 10 0 5 10 sG 40 14-2al-0-4 UPPER 1,�EVEL G.R.F.A. = 528.0 5q; Ft = 658.0 Sq, Ft TOTAL 6,.R.F.A. = 2566.0 54 Ft = 3840.0 Sq, Ft ( ) Revised: 8 NORWAY SPRUCE 8'-10' HGT BUILDING`FOOT PRINT = 1714.0 Sq,; Ft. = 1714.0 Sq. Ft. IN FEET 1 inch = 10 ft. LOT AREA = 8570 Sq. Ft = 8570 Sq, Ft SITE COVERAGE = 20 % GON5TRUGTION 50D DRIVEWAY AREA = 1634.2 5 Ft ' q. TOPOGRAPHIC SURVEY DOCUMENTS ALL UN50DDED DISTURBED AREAS TO LEGAL DESCRIPTION: a. PERENNIAL FLOWERS BE RE-5EEDED WITH NATURAL LOT q, BLOCK A, A RESUBDIVISION OF VAIL DA5 5GHONE, FILING NO. I, GRASSES AND WILDFLOWERS ACCORDING TO THE RECORDED PLAT THEREOF, EAGLE COUNTY, COLORADO. Sheet Number: TOWN OF VAIV DESIGN REVIELAO S irr APPROVAL '�Tt� A1 . 1 i7 I , x 79653'v CONCRETE RETAINING WALL v\ -,10 STONE VENEER d GONG \ ` 1, BLOCK RETAINING \ HALL TOA BUILDING FOUNDATION OUTLINE \ l5 q' 645 x 7964,8, \ OW T 0 \ \ B O� Opp Bow SNOW A(O 5TO GE \ w 0 A0 ELE PHONE BX METE { AND �� PIN AD GAP / Q��G� _ L.S. ND C �y EL 127'-n" \ \ \ l \\ { 555 Tiq-i O) b�� 64 I' \ HEATED pRIVEmy 127'-II" \ / 9 ` 7 LIMIT OF \ / 997.4 � '� \ � ROCK NR1L � � •� .5' ASPEN SAfi DISTURBANCE 2ND f'Gp.RAG L q 4.5 j/ , AREA / \ FENCING 3 -d�tA$ R L 61-1 (72 0, STORAGE` \ PRUCE h / y �'�� I PHONE BX 6' � i EL = 12 -5" -12 / l�// \ \ v 6665 Tgg5 q) \\\\ \ + HYDRANT 5bD' x 7958.4' LIGHT / --- �/ 15T - L R LEVEL 9561.5 „ N �\ EROSION � / / 3RD - M LEVEL 969 5 w HAY BALES /Q Fl �j �0 �, / V MANHOLE ��0 7970 / - 1 Igq�q p �� WAY BENCHMARK O STORM f SINDIN ` RATE / ELEVATION = 7957.7' Q t EDGE OF \•� \`\� A\ \\ f /r W ��ti� 6 O PLOWED 6A5 0 SNOTDRIVEWAY FOR ME o / ---_�(� o te RT O LJ U STORAGE LOT 10 V- \ ^ D J - NEB GULVE S CONNECT aI- (y-oar—j RO K '` j / CAP CULVERT �rl y° TO STORM z MULCH l� L �� GRATE 4' GONG PAN W/ O I / 2" INVERT I . 7958.9' NO HEAT IN PAN V W � BUILDING t ;- FOUNDATIO OUTLINE EXTERIOR LIGHT LEGEND QTY UPPER .� i Lot O LEVEL R� 318' \ COQ I SS O > x O OVERHEAD GAN LIGHT Cl DECK R� rZ$� Q� f ' p b WALL MOUNTED FIXTURE 14 �� u- t 8570 Q FT. VP` OVERHEAD PEDULUM LIGHT - /� O I N A ND G .111, O S z 5. 1120 / NOTE: i VP O ALL EXTERIOR WALL MOUNTED � , LIGHTING FIXTURES TO BE pin and cap INSTALLED 1'-O" AFF S S S ' - ALL OVERHEAD CAN CONNECT TO 5' - LIGHTING TO BE IN 5OFFIT5 EXISTING CULVERT LEGEND 1 i SYMBOL G2TY NAME SIZE ORIGINAL AREA CALCULATIONS REVISED AREA CALCULATIONS 5 ROCKY MOUNTAIN JUNIPER 5 GAL. VAULTED AREA > W-0" = 353,050 FT FUTURE BALCONY =100.0050 FT 517E/l.AN=*CAFE PLAN . , -- 4 REDTWIG DOGWOOD 5 GAL. GARAGE = 600.0 5q Ft = 2350 Sq Ft (835.0 50 FT TTL) GRAPHIC SCALE Date; 6 LOWER LEVEL G R.F.A. =, 421.4 Sq Ft = 880.0 Sq. Ft ' COLORADO BLUE SPRUCE 10'-14' HGT �o o s �o zo 40 - • MAIN LEVEL G.R.F.A. = 1617.6 561• Ft = 1714.0 Sq, Ft - UPPER LEVEL G.R.F.A. = 528.0 Sq. Ft = 655.05q Ft TOTAL G R.F.A. = 2566.0 Sq Ft = 36140 O Sq Ft 8 NORWAY SPRUCE 8'-10' HGT ( IN FEET ) Revised: BUILDING FOOT PRINT = 1714.0 Sq. Ft. = 1714.0 Sq. Ft. _ 1 inch 10 ft. LOT AREA - 8570 Sq, Ft = 65-10'5q Ft SITE COVERAGE = 20 % GON5TRU&ION SOD DRIVEWAY AREA = 1634.2 Sq, Ft TOPOGRAPHIC SURVEY DOGUMENT5 - ALL UN500DED DISTURBED AREAS TO LEGAL DESCRIPTION - ------ PERENNIAL FLOWER5 BE RE-SEEDED WITH NATURAL LOT 9, BLOCK A, A RE5UBDIVISION OF VAIL PAS 5GHONE, FILING NO. I, GRASSES AND WILDFLOWERS ACCORDING TO THE RECORDED PLAT THEREOF, EAGLE COUNTY, COLORADO. Sheet Number: ToWN pr_VAIL DESIGN REVI a - STAFF APPROVAL e _ .__..—,_.�.._ ---,-,....e.. .,_.f. -.;, ,.,--".""q^_ s _ _ _7".... , - r-'•- - - -- ,_--.,,.,. ..r. ,r ..-.__ ,.,- ....-.T- ..s-_ -.-„. ..,.-- .ft , _---^_— ---.-,--C -.. .y,Fr— .. ._. ., m T r- °7 .`c.T.-,.—_�_ , ., .- ,. .. +. , .... ,-. __ e . - ; -n. - .- ..- - -, - . - - _ -_ - _ ., -- , -.,.- +- - S � - - , - ^< < - s - - .t � .. --,--- -- z - - - - -.....^-- s. . _--, „a•3 -- -n ..a r. .. ,.... ---,^-.\ c ROCK ROCK RETAININ RETAINING 1 G / WALL WALL 1 ' 5Q.4` ° B.O.N. 14J o ° L_ -� ~ [P 5'-3a / in I r BEDROOM P J e 1.5” FURRING w w 4'-o" I E" f A4.1 uP &ARAGE 3 068 - . 15T LEVEL a I r EL=ci5�i.5 4 /VENT `p Q CHASE I LAN5GAPED MECH ROGK 5TAIR5 — p In I �Gw� ��-•• ry m I I ( ( Z-Q J Z I ® UP tu Lu v-BI=1ND—HIND+` �E##LI#d�l [� ' ( — - - — –�- - - - - - — — p LY- D_ _0 10'-5 112" 10'-5" 13'-0" 5'-4 1/2" 18'-0" , . + NOTE: ALL DIMS DO NOT INGLUDE STONE VENEER OR FIN15HE5 Mote: LO�NER LEVEL FLOOR FLAT 5GALE: 1/4" = 1'-0" NORTH Revised: ° LIVING AREA 421.4 50 FT GARAGE 600.0 50 FT GON5TRUGTION DOGUMENT5 . Aid- -~ TcNO O E lEw ®ESIGNPpRpVAL Sheet Number: STAFF A , . G � ^' _ v �St ., y a r J ' V ' . _, r • r r , � � � a ' _ F _ f( • , 1 y ��" a z Y • r ' A r ` a _ a y J r W, ~, > ' } V , • ^ , + ` ,. a r u r " ` — A } _� , , _ , — i / v _ _ , •, ,.' ♦, � _ V y , rr ` 1 • r v a,Yl. Y f r ` _ ,' a _ 4 '- '"LL ._ - r_, y 1 y ,+ ♦ "' > - = r a . li ♦ , j ' ' r r � 1, r � �. , , '> , ` , 4^ ` ' r a - r t + , + E ' _ � i ♦ e y r > r ' ' + t • { _ °' �'n 'a + _a } ' } � " '` a + ♦ y. , ,, ` , t t e4 , , `, ^ � .. . ` 1 u + - _ ,LL u ' , - ' V , - ,- ' ~ µ - - - i ` ' ' v + , , ' ' , J - a' V y 32'-3" r'. 3'-i" 5'-II" 1'-b" 1'-b"F— -F—:20 ,-2„ LINE O - =0= - I I 6'-5 112" 10'-I" I FLAT 14'-a 142 I �' O L CEILIN `: , `' LAUNDRY 4� LINE OF I PATIO _ O OT 3-2 4TH LEVE L Q I m A1NT RIDGE – BV I r w ' ` .- - `' ,' � - • � SEL--abLaEV.5 E EL= 4.5 -0 I/2"L r' 12 \ `r 12'- 12"= m '-0" 4-3 1/2 2-0 MA51ER r _7 OAV I �; BEDROOM ,r LINE OF In DEC n LIKING I -,�L VAULTED CEILING RIDGE A I ROOM _ 2 SIDED FP O I ABV A x - 2'-�I I/2" i 7 1 - i A4.1 r PYNDR m A4.1 Zoo w AV I �i I q I 4 O DN Ln LINE OF r- } `t OR 15'-lo 1/4" RIDGE V-O" / o Sw,�,asU h I ® ®ASV I'-O I/4" - O \ m '3s° "_ MASTER ENT OFI=I GE "' o i BATH II 1'-b" l FLAT CEILING 9'-O" O tu - I I I 2'-8 1/2" '1'-11 3/4" 0 0 Oo Lo O y r i3' DECK I I o = q — — DINING — 1 PORCH 1 I z I— ROOM � I KITCHEN r� I 1 ( - - - - -- - - - - - - - - - —� IL A13V O Q o o V Lu = I I I 4; uJ r ,_ FRIG LINE OF STONE Jar — — — — VENEER —'/ z • � 4'-Q" 13'-3" 3'-'! I/8" 13'-4" II'-�° II'-2" - 0 I MAIN LEVEL. f=LCOR PLAN SCALE: 1/4" = I'-O" NORTH MAIN LEVEL CG.RF,A. = I61-1.6 sq Ft r . Revised:" �GON5TRUGTION DOGUMENT5 ' TOWN OF VAIL DESIGN REVIEW 5 eet Number: STAFF APPROVAL 7= '. MATE: - A -22 2 STAFF: , + y s' i _ k r , I 1 I ' O 14'-q 1/2" I I — -1 - - - - - - - - - - - - - L -' r 1 1-�• -� ® /— i ` ROOF BELOW lilt BEDROOM 3 i �. Li r a I \ !'3-2N 5'-N 4'-0' q,-0■ tip m I i I a 1 f n 112'-q I/2" I i ii 5TH LEVE 6TH LE\/EL - -i- - - - -- - - - - - - - ' 6TH LEVEL EL=L 7a.O EL Q83.5 OPEN TO I A4.1 - ( BELOW II nev �4. I 11 f - - - 5 dL n 1 I _ "�15 01/4" - - - - - - 1-0 tu 1/4" 1'-3 1/2■ i l • I BEDROOM 4 BATH °— I 1 l'��:�fi II � � I ( � � _ o KC II — — — — z 1 2'- i 12" I I 7'1 13/4\ _ - - <` i I / ENTRY q �,f / ROOF BELOW III Q t" CD LU DN LIL - - - - L - - - = q-6 E' 18'-0' 26'-51/8' � 13'-0• , i=L00 R FLAN — 57H 4 67H LEVELS SCALE: 1/4" = 1'-O" LIVING AREA 528.0 50 FT NORTH — Revised:' a CONSTRUCTION _ , I DOCUMENTS ,,DESIGN REVIEW Sheet Number: STAFF APPROVAL _ � DATE: .--�� IE r r 2 . 5 1 T.O. RIDGE T {� EL - 121'-11" (U565 7gg7.4) TO. Rl DOE - EL.= 126'-5" (U565 7gg5 q) 30 YEAR ASPHALT T � DIMENSIONAL SHINGLE 1 ,ZO. RIDGE �� 12 ROOFING Ir EL = 122-5" (0565 7qq I.q) O JLJ } u 'moo T.O. RIDGE �o❑ J EL = 117'-1" (U565 7886 6) y J Y 12 �� 6TH LVL TOSF / ��7LA4O F EL - 114'-0" (U565 7883.5) X00 5TH LVL TOSF DC}O` EL - loci,-6" N565 7g7q) i ' ' ��O❑ / — — i / 5TUGGO SIDING Q lu Q 4TH LVL MASTER TOSF ,h4TN LVL TOSF �U�� , OT O ON OL _ 5/4 x 6 CEDAR I L = 105'-0" (U565 78745) EL - 105'-0" (U565 7874.5) OF `�� I WOOD TRIM O Ir 1j L===\=\j 3RD LVL MAIN .TOSF I 3RD LVL MAIN T05F �— 1L EL = 100'-0" (11565 7g6q.5) 0 L 7�� —� I — — ; — J I EL = 100'-0" (US65 7g6q.5) �(�Q� TIMBER LINTEL 0 j PQC- D - -- -- - _�, - - - _ - - - - - �— -- r-- C� P�1�- o�u� oCICI�— o�� j �_ C��O� ` LAC-�� / \ - �� BLIND 6LA55 V- LU BLOCK WINDOWS 2ND LVL GARAGE T05F 3RD_ LVL GARAGE TO SLAB I (�C�� )�Cl �[_ v �� ® �� Q � _�� STONE VENEER W I _ — _ — — — — — _ — — - _ — — = 5'-O" (US65 7864 5) EL = q5' D" NS65 7864 5) `� '1 ��° U��r A / / �o�E F- IL DEL q I �� L�F L' r, �� l I I I I I L— � ICJ Coo a = 0�—,�0 � Q } — _ ( I a"-� o� _I I IST LVL' LOWER TO5F , EL = q0'-O" (US657g5q.5) - - ..=-- - "-- - � - - - - - - - - - - - -- - - - - - - - - - - - - - - _ _ — _ - - — _ —I DEL LQ LOWER TO SLAB LI - - - - _ -- - - - - - - �- - - - ~l©° - - — = — _ - - - - - - - - - - - -Y ._.._ - - - -- - - ._... - - - - - - — ..._. — _ —. ._... � NS657g5q.5) — — NORTH ELEVATION SOUTH ELEVATION - 50ALE: 1/4",= I`-O" SCALE: 1/4" = V-O" Revised: ' GONSTRUGTION _ DOGUMENTS q, - Sheet Number: - - TOWN OF VAIL DESIGN REVIEW STAFF APPROVAL AB . r AT , • • ,` , . ; - ' _ , ' , ' '` ` ' r • ,. ' . _ ° , _ - '. , • ,. _ STAFF: ` T.O. RIDGE - L = 121'-11" (USGS 7aa7.4) ; i 12 ,Z=l .t,T.O. 'RIDGE /emu - STUGGO CHIMNEY DEL - 126`-5" (U565 7acI5.q) - EL = 124'-q" N565 7gg4.2) " T.O. RIDGE EL = 122'-5" N565 7agLq)- z r , ` ,-, . • ` - _ - �i v • 30 YEAR ASPHALT ; DIMENSIONAL SHINGLE ROOFING T.O. RIDGE t00 - \ i - 3 EL - II7'=1" (U565 7886.(o) off -nP 6UTTER 4,6TH LVL T05F - , EL,- 114'-O" (U565 78835) STUGCO 51DINC , 5TH LVL T05F / V r DOWN SPOUT EL = f0a'-6" N565 7a714) �8 F w / \ :• / PATIO 4TH LVL T05F \ II / \O \ - _ 4TH LVL T05F EL = 105'-0" N5(55 7x74.5) \ / \ O \ EL = 105-0" (U565 7874.5) \ / \ JF / 5/4 x 6 CEDAR WOOD TRIM i , 3RD LVL MAIN_T05F / t EL = 100'-0" (U565 7a6a.5) ]D CD D ] JC [��❑ / ��7D��11 ��I �C]C`1 � � � � ---� OH OG O LANDSCAPE STAIRCASE E o❑ cDC oDC� o C o oD ❑ ❑ ❑ aL-J❑ �—�❑ ❑ l \ -a--�oc�o[�°°o�� , 3RD LVL CVARA6E TO SLAB _ Ci �C�❑ �❑ f ��❑ Q C� - A 4EL -a5'-O" (U565 7x(54.5) a I I { I _ -i i_� -- -- -_ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - _ _ _— _— — ISTLVL LONER T0SLAB DEL_= aO' o 5q. ) -_ - - _ -- - - - -� __ � �- .- - - - - - - - - - - - - - - - - - - - - _ - - _-- - - - - - _ - - - - _ ELEVATION _ � ��ST ` SCALE: 1/4" = I'-O" r. 12 ; z - z LU 4 -- - - o -- -- tu L Ul GLASS BLOCK WINDOW z _ -IF �[-' --� :d 4- 4- s Li 5TH LVL T05F - µ _ - f EL = 10q'-O" (USC7 7x78.5) 4TH LVL- TOSF t EL = 105'-0" (U565 7x745) o ' ; - ., _ - ❑ oa❑ o o❑ oc�❑QCa❑��a❑C��❑°OCR❑°�� • `4 . - y , _ , »rte°�--��°��C1� oaC� — C]D-El -oDC—i ° �DC�°oDC�° F- FE 01°--°cll o - - r°--�-; ]C 3RD LVL MAIN T05F E= a - _ _ ' , . , j ' _ ' �� ❑ �� f • . �� l=j�� — — - EL - 100'-0" NS6s 7a6as) C�o0O �� _0 _�_ _ 0u_ 1�ate: uc� �I u � - u � 1u �❑t-oi lu 1�u ' �.. _iu .2ND LVL GARAGE T05F _ o�c�i � _ �o�4 END EL = a5'-O" 565 7x64 5 _ - - _ - - - __ _ - _ '- _ - __ - - - - - ; _ - .�.- - � -- ��[-��❑� ❑� -�❑ �[� Revised C- - - - - - - - _ _ _ _ _ -- - -- - _ - - -- - - - - - - - - - - - _ •- - � -L 4 I - ��'C>`� �— �u� �� 8/2'704 - ' _ • . ` _ n , , , , ' • . -- - — �- I CONSTRUCTION Z l I I DOCUMENTS j,15T LVL LOWER T05F ' { NE57 `. � VT � ON - �r - - - � - - - - ZI- •- - - - - - - - - -- - - - - - - - - - - -I� = Sheet Number: EL q0'-O" (0565 7 15q.5) ' _ F SCALE: 1/4" = I'-O;' T,,OWN OF VAIL - r_ _ _ _ _ _ _ — --- _ _ _ DESIGN REVIEW , STAFF APPROVAL ATE:_ ,. 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FINAL REVIEW op ° ` > ' � T ` t- . ,9, -, r , , ' ' � , -.. v+ �} +, e .. . ` k , . 1" � a f , r ,. � , p��y�` •� t a y ' t , ��' , ' 'Y n ' "-4 S^! , .,' ° ; i s •+ ' l `, ' 1 .. ti k M , . v . r . > c � , ` e , , tiw i - � ry � r = , � .-„_.. __ - _•__ _ _ _, ,. __ -- __-_ - ^- - - - -_--*- - - - - - -._ ___ - _ vim'" _ w x 7965,3\ �0 /j — CONCRETE RETAINING WALL v \ r. to o' v / BUILDING FOUNDATION OUTLINE \ .0 64s x 7964,8' 5.0.t^ v ✓Y 1 / 64 O %0/ 1 4 0 50 TO a.eC �� I No\ \\ PHONE BX PIN AND GAP 0 ' L.S. 1 1204 ES _ \ EL - 12-1 1-I I. � 64 I' \ ! Ec ❑ Q� f 65 8991 ' \ a \ \P O -7e \// \\ \ HEATr'p CONO L = 129'-5 / \\�i\�\\ \RI�/E►^lAY �"' \\\ \� O \ 1 2ND - G GE L 1 4S /� a / \ \yam A NON � \ \ .5' ASPEN 3RD TM �' ` R �,� � � \ fv A ` / \ / >/ 620, STORAGE PRUCE - TOTAL AREA / \ \\ GARAGE = 5gq.4 5q Ft ` �z / (� /�\ � �\,\\ PHONE HYDRA LOWER LEVEL GR.F.A. - 4oq.4 ScI Ft /� ` -- / �/ 2 \ �x -7g58 4' LY r MAIN LEVEL G.R.F.A. = 1606.6 Sq" Ft � -----_ ,i`' � IST - L WER LEVEL g5g.5 „ �\ UPPER LEVEL G.R F A = 451.0 Sq_ Ft LIGHT .� \ IN LEVEL g6gS �� / O 4 ! - TOTAL GR.F.A. = 246?O Sq" Ft - 7 � / PS — �0 7g7O EL = 122'-5• ' b0 STORM GRATE / U GHMAR , BUILDING FOOT PRINT = IZ14.0 S Ft. 5 8G41•q .. - a• � \ ,�G O do-' / ENGHMARK Z LOT AREA = 85-70 5q Ft ' `$a \ \�� / ELEVATION =7g57.-t' — SITE COVERAGE = 20 % PLOWED �,fY \\ \ \\�\ � b \ WAY/FINDING 51657 // O 1L Z DRIVEWAY AREA = 1634.2 5q Ft DRIVEWAY FOR \\ 6MEAr�-R\ \\ o Q O ��b e� SNON 6 V ALL UNSODDED DISTURBED AREAS TO LOT 10 66 �. a ' Q STORAGE / BE RE-SEEDED WITH NATURAL \ -� o �D�°� ROCK \ // v w • LAN05CAPE LEGEND GRASSES AND WILDFLOWERS \ O QQr�a Q SYMBOL QTY \\ Q Q cI�OQQ� MULCH COMMON NAME SIZE \ �� al�O I ' 1 /// / 7q / O J Q 5 ROCKY MOUNTAIN JUNIPER 5 GAL. l J i` EXTERIOR LIGHT LEGEND QTY 0.41 \ /"P 4' PAN 0 _ _ \ (� ry INVERT O _ 4 REDTWIG DOGWOOD 5 GAL. `l >\� o OVERHEAD CAN LIGHT Cl J I I O !' LL 6 6 WALL MOUNTED FIXTURE 14 COLORADO BLUE SPRUCE 10'-14' HGT BUILDING OVERHEAD PEDULUM LIGHT - FOUNDATIO / VP O SS Z OUTLINE \ K UPPER UL o " 8 NORWAY SPRUCE 8'-10' HGT NOTE: D� �/ L L ED A� 378, I ALL EXTERIOR WALL MOUNTED I OT q j LIGHTING FIXTURES TO BE / SOD INSTALLED -7'-O" AFF 570 50.FT. VQG' I y / ALL OVERHEAD CAN O LIGHTING TO BE IN 5OFFIT5 PIN AND GAP ` PERENNIAL FLOWERS .S 1120 .� PPROVED BY THE TOPOGRAPHIC SURVEY BlTtE/LAN�BOAFE PLAN TC,"Vj OF VAIL LEGAL DESCRIPTION: D S - LOT g, BLOCK A, A RESUBDIVISION OF VAIL DAS SCHONE, FILING NO I, IGN REEVIEW BOAR/ ACCORDING TO THE RECORDED PLAT THEREOF, EAGLE COUNTY, COLORADO. pin and ca 3! f . �q51 / GRAPHIC SCALE D E: l� 10 0 5 10 20 a0 P NER: S LN m - - - Ifi7 FEET r �c� 1 inch = 10 ft. • Revised: i ��d � Lo FINAL REVIEW Sheet Number: Al , l -4 V , 111 s k stn a I , 1 x 7965.3\ CONCRETE RETAINING WALL \\ -To o' v (05.0' BUILDING FOUNDATION OUTLINE ^\ N/ T OA \ r , TOA 5q' 645 x 7964,8' \\ / B o / O� 74.0 SNOW I Y� \ C) © r 5TO 6E - w \ \ v PHONE BX / ► PIN AND GAP / �° L.S. 11204 �E � EL = Irr-u" U5CG5 8aa7 O) �� \ 64 I' ' .4 o �P ,o �oFa1 y � \\,� HEATED 76 p� \ \�`/\\` pRIVEy4A( \ 12a-5 \ \ \ 5 baab 8) O \ S \ \ MULCH .5' ASPEN 2ND -'& ( GEL L 4.5 // , A \ \ NOW 620, 5TORA6E\ n� XT \ TOTAL AREA / \ �\ /// � /� 1" _ \\\ �- PHONE \ Q ,2 / �/�\ \/ E> - 126-5m \\\ \ � I ,� HYDRA GARAGE = 600 O 5q, Ft \ ---_s` iv/ /,\/�\ 5 baa5 a) _ \\ ' x 7a5b.4' (� LOWER LEVEL 6.R F.A = 5214 5q. Ft /�\ \ \ \ E / �\�\\ 8 GRAD � 0 , MAIN LEVEL 6 R F.A. = 1617 6 Sq, Ft UPPER LEVEL G.R.F.A. = 528 O Sq Ft I5T - L HER LEVEL a5a 5 �� N y\\ LIGHT \ 3RD - IN LEVEL a6a.5 p S TOTAL 6 R F.A = 2466 O Sq Ft `� / EL = 122'-5" u� ,00 STORM GRATE //VP ANHOLE BUILDING FOOT PRINT = 1714 0 Sq. Ft. � \\ 7970 \ s boat a � O b� // ENGHMARK � LOT AREA = 8570 Sq. Ft � �� \\ \ � �r` ELEVATION = -71-15-1-7- Z EDGE OF \ \\\ / b \\n G �( WAY/�FINDING 516 // O I,L 4 SITE COVERAGE = 20 PLOWED L DRIVEWAY AREA = 1634 2 Sq Ft DRIVEWAY FOR \ 6A5 \ L b SNOW / / ALL UN50DOED DISTURBED AREAS T 0 LOT 10 \ r»R b \\ O 5TORA6E / BE RE-SEEDED WITH NATURAL ` \ —� - o �� r —l \'^/ ROCK LAN05GAPE LEGEND GRASSES AND WILDFLOWERS / \ - '' O (J,�` Lea°-LI MULCH X SYMBOL QTY. COMMON NAME 51ZE \ \ �3LF ! L] JC / / turt, o 5 ROCKY MOUNTAIN JUNIPER 5 GAL. � , - - EXTERIOR L16HT LEGEND QTY O4� I I I V -V'P y�U - in z O r 4 REDTWIG DOGWOOD 5 GAL, ti I �C , U_ '' c O OVERHEAD CAN LIGHT q ` b O 6 6 WALL MOUNTED FIXTURE 14 COLORADO BLUE SPRUCE 10'-14' HGT BUILDING 0 OVERHEAD PEDULUM LIGHT - FOUNDATIO OUTLINE UPPER /�� y �gy' 8 NORWAY SPRUCE 8'-10' HGT NOTE- LEVEL ALL EXTERIOR WALL MOUNTED LOt I O DECK ��' LOT 20 `'� LIGHTING FIXTURES TO BE 570 5Q FT. INSTALLED 7'-0" AFF C>� SOD I I OVERHEAD ALL P1 LI6H INGTO BE N SOFFITS `� 5. 1120 GAP 120 PERENNIAL FLOWERS QS 51 TF:VLN� PLAN TOPO6RAPHIG SURVEY V LEGAL DESCRIPTION LOT a, BLOCK A, A RESUBDIVISION OF VAIL DA5 SGHONE, FILING NO I, pIn and ca ACCORDING TO THE RECORDED PLAT THEREOF, EAGLE COUNTY, COLORADO I c-1 GRAPHIC SCALE 2 S 10 0 s 10 20 40 L / ( IN FEET ) ---- -- - --- —�r 1 inch = 10 ft fl M Revise FINAL REVIEW , 4A Sheet Number: y 7965)1\ if CONCRETE RETAINI WALT jV f (D vo 8o' BUILDING FOUNDATION OUTLINE �\ T. 4 7964.8' \\ \ \ '72.0' \' \ / / 7 7 64A' SIC \\ / 5NOW.0.N. \ 9O / ' 74.0 o y� ne 5T 5E ELM PHONE BX / ►ETM PIN AND GAP / �° - \ v \ ' L.S. 11204 C� �� _ EL 12l'-11" \ bJ` 64.1' O�i Z I1EpTED GONG -� 1e / �� \\/ MULCH \ S' A5PEN I 2ND - G AGE L 4.5 _ A \ NO / 3RD TMER 7 / _ \ \ \XT .01 5TO \ ff CE hl / r EL = 126'-5' �\ PHONE HYDRA 1 - TOTAL AREA ,� / ' � \ \ � -.� \ \ � , V GARAGE = 600.0 Sq Ft x ?q58 4 O LOWER LEVEL G R.F.A = 421.4 Ft 'x MAIN LEVEL 6.R.F.A = 1617 6 SQ Ft / - �j �\ G Z _ x q _ 15T - L WER LEVEL ci5a.5 y�\ LIGHT / UPPER LEVEL G.R.F.A. = 528.0 5q- Ft ` \ 3RD - IN LEVEL a6q.5 O /0' ANHOLE v TOTAL G R.F.A = 2566 O 5q Ft / EL = 122'-5" �/�' STORM GRATE / &° 7g7O 5 mgl.q O t�0 / ENGHMARK Z }- (_ I BUILDING FOOT PRINT = 1114 O 5q, Ft. � \ \\ / ELEVATION —1 Z . LOT AREA = 55-70 5q, Ft ` O \\ �b / J WAY FINDING 516 / u_ 5E OF �i /• SITE COVERAGE - 20 % PLDOWED ' \ \ \\\\ / 'f o DRIVEWAY AREA = 1634.2 5 Ft 6ss \ \\ L i,'�/b SNOW a DRIVEWAY FOR \ O Q - - LOT 10 � 66 \ STORAGE / / � aL 1.1-I � ALL UN50DDED D15TURBED AREAS TO \ BE RE-SEEDED WITH NATURAL ° � �o ROCK /// �Z t 6RA55E5 AND WILDFLOWERS - O ��Q ��Q MULCH LAND5GAPE LEGEND CD Lu 1 SYMBOL QTY. COMMON NAME SIZE D J 5 ROCKY MOUNTAIN JUNIPER 5 GAL. F-3 /'P 4' PAN - - ~ EXTERIOR LIGHT LEGEND QTY 0.4' I �-V kv INVMT O o } 58 1L 41 REDTWIG DOGWOOD 5 GAL, O OVERHEAD GAN LIGHT G I , ,�,� 1,20 \ t b WALL MOUNTED FIXTURE 14 R) Q Z 6 COLORADO BLUE SPRUCE 10'-14' HGT BUILDING ° �•, . � OVERHEAD PEDULUM LIGHT - FOUNDATIO OUTLINE / y r UPPER . 8 NORWAY SPRUCE 8'-10' HGT NOTE: LOt O LEVEL Sz, LOT n°�O y 20 U SS ALL EXTERIOR WALL MOUNTED LIGHTING FIXTURES TO BE 5'70 50.FT. I VP IN5TALLED -1'-0" AFF w, } / SOD ALL OVERHEAD'GAN ` PIN AND GAP 5. 11204 r,} LIGHTING TO BE IN SOFFITS S `Z' 5 F APPROVED BYT PERENNIAL FLOWERS VP TOINi�'! ®IF VAIL L�5AL DESCRIPTION DESIGN REVIEW E RD, LOT ci, BLOCK A, A RESUBDIV151ON OF VAIL DAS 5GHONE, FILING NO. I, pin and ca AGGORDING TO THE RECORDED PLAT THEREOF, EAGLE COUNTY, COLORADO. �, a5' / GRAPHIC SCALE 3 a� DATE: � z io o s 10 20 40 5 PLANNER: 1p _ - ( IN FEET ) — — -- 17ate. - 1 inch = 10 ft - S Revised: ` FINAL REVIEW " a _ Sheet Number: a A1 . 1 ��.-_,._.,.< _. A...._._ -_-._A^�..-, -,____. 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" + ` - y J s Z �y � . 1 r� r [a , t . • e r - _ v ` r , , f r s • ; } , ' .. ` '�`sLW ti � 74 t r , � f r Y x ^w, ` 1 - � • • , , .. _ Y , ' ,, rF e F � Y r• r f , Y ' " f 4 ^ ^ '< ) r _ ) s a Y , ' G - v , ' a v r ` y , L ' _ , r _ _—_ " t, ROCK — — — — — — — — — � ROCK F RETAINING RETAINING WALL / WALL I I ( I < A3 n a / 12 Sa FT GR�WLSPGE I I 4� a a I I A ESS CC � (5'-O" CEILING HEIGHT MAX) ' B.O.W , ,3�•.�.;x� LP BEDROOM 468 A4.1 <I J_� w ,r I I '` ►I a q��I I •.yt��j 1 L�"'l T Il /I I - — — TI A4...1 U 6ARAGE 26681--N n 1ST LEVEL 306a 51-011 MECH VENT CHASE LANSGAPED UP ROCK STAIRS CORAYC5FACE -*'---V-OCK IGHT MAX)BL (5-0 CEILING HE LU BLIND WINDOWS 12 SC FT —LI.--Q ._ ' <ACCESS APPROVE_��v Q Ul D 1 BY E 2q'-3 1/2" 10'-4 1/2" - OWN OF l4l DEBICN, REVIEW B Ar+R' DATE:�4Ai PLANNER LCAER LEVEL f=L00R FLAN 4-15-04 SCALE= 1/4" = 1'-0" NORTH 46 Revised:LIVING AREA 421.4 SO FT ARAGE 600.0 50 G FT FINAL REVIEW 7r-1� n Sheet Number:P 1 , J", P4u:p: � ` n` ' ry`-r , i < , • . n e , -; ` y 3t 9 , : ;� .?iLL 4 y ,T j _ '" _ _ t ' e _ r <q - ` ` < w - � r a ' rx F � ' ' � —_ i d 1 .�.�..--.�� e.-.-.-..+-.c ..+ -......_,. , —_'-•-_--�..- ,.._.,_ .._ ._ - _. __.-..-�...-_...- _�......r---- t_ .�_ -.�----.�.-.-�--r .-.m--e- r r-... ..__..-._ � -�- -�•- _.• .,� -..- . - .« .-�.-,-.-� -.. .....»-T,-. ...- ..--__' -_' _ _ _ -..-..._.. _-_.._-.-_,...._.._- _ r-..-.- _�... ..-� _ _�_ __' _-. .--__..�.�_+- -•--- -,...-.-..-_.-.. .. _-•_ ^-�--^'.___ _ _- .- ,__�.�-______ T__-._.,...- ---.--.� F _ Y^*'___....-_._._.._..___-._..-.._.._..._.,.,.rte-,....-..-..... -. --.._- ...-.� _.__,.-•-• -•-_�- - �- • ,- e _'"-__-....�.--...1..-,.,_., .. _ _ .T T- ..- .r. --_•.�-__ __.. _ __ _ -•-•-- .. .., .. __.. _....-.... __ .__ _ _ '^ __- _" � __-_.---..-...-9-•--___ ._--._ r,.�......- __..-.. 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CANNER: " MAIN LEVEL. f=LOOR PLAN 4 SCALE: 1/4" = P-O" NORTH MAIN LEVEL 6.R.F.A. = 1617.6 5q, Ft ; "��l Date: 3-5-04 - _ Revised: r _ FINAL REVIEhI n _ Sheet ;Nvrriloer. ` � � 'tea-°"�-.- _ ❑ _ �---`-_ - — "`� � - - - - - - -..„. �Z.y, a 'i '� - 1 � _ �-.. -` -' �� r - ��-'"� , �_• `� - - � Y fl �.__ _ �_--- __s._.- -- -- - -- - �......._...��.p,..sa,r a.. _.,..,ec�,, -- .�._�.. s ._��P-' "°"�� — _ �s".e� - e�� t_— -- _ `.- - _ _' _ __ _ -_ --" - - -- \ _ '�a :� - ^� _ - - -- --��.....,.� " - �`( _ - u ,-e...ar�� `.--�,"'-.-�-! �,r..•'� ��- -- - E 9b' 32'-0' 19'-0' 131-01 II L -J I IIII / ROOF I BEDROOM 5 BELOW 111 I II i 5TH`LEVE &TH LEVEL IT EL=aZq.O 6TH,LEVEL I AEA_= a83.5 X4.1 OPEN TO / I A. - I BELOW rUl y I —�—j �� \ ROOF 6 I N\ 1 I BELOW BATH I BEDROOM 4 _ - - - -- - I I I I I cj - ENTRY III I ( J ROOF 1 II. 11 BELOW ON tu J II O } LL I I I L _ _ � i z11 26'-s ve' APPROVED BY T i TOWN OR VA!L DESIGN rl�,Vll-7,-,, RD a , 1 LAW L, f2 l�a0 ' - 5TH &TH LEVELS SCALE: 1/4" = 1'-0" LIVING AREA 528.0 S& FT NORTH _— Date. FINAL REVIEW Sheet `Number: i , ' f 4 _ - y - - - - - - - - -1 I-- - - - - -- - - -It- - - -- -�_ _ - - - - - - - - _ _ d /_ �o/ it- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -i CHIMNEY L ROOF CRICKET 11 I I II _ F ill i v l �fi� 8:12 PITCH 8:12 PITCH Qv I l yloo�. v C — — — — -1 �- -� I !Gv CRICKET dj / RIDGE I z �41_ _ x , II II I I L F- - - - � ( ' ICI �. MEGHVENT I I - - - - - � _ �- - - - O" � __- - � � L -= - - - - -� Ji I � (�`� <fi��- - - - �y - - - - � I I tu Q . �,�` -� - -! � v� - - - - - - - --� L - - - - I � � c0 I ( RIDGE r - r -�- - -_-C- - - - - J �\ N\' � t� F • . _ ,„ - - III as v II / II II II � I i � � V w RIDGE W 7 �; ' `". •` a , , , � III i / ,�.��;. - � �° s .. . N / DN GUTTER TYP I--' dJ II! 4/1 GUTTER O SOO, I!I ROOF OVER ENTRY DOWNSPOUT - TYP Z Roof= , PLAN ^ „* T = ° ° ° �- - - - - - - - - - - - - �/ SCALE: I/4" = t'-O" NORTH 5 PPROVED BY THE TOWN Or VAIL ; SIGN REVD'', DAR . , D E: r, P NNER: FINAL REVIEW i, ,` y ', a' ' - 1 N 'v1 K' .." i ' ¢ `. _. , } _ ; ,i n n R , • , . `, ; ` • a ^ y ' } 5 ` r -^ z 9+ _ „ '- `* f e fY ^ I p ' '" . ^' `M , w V ' ' ,°' P • ' ` _ ` ,v , i ' - 1 t ' v , ° o- . s rt y 4t , . J [ ' - 5 1 , ' e t M i . ` v 4' 3 L l y t r, Y • a " t ' t { _ t -, y , . x e L ' j e , ; n rx ` m ° r x N , J t r , •' 1. ; 4s <�r J/ t • c �y - --`-,� - ----- ' '-� `- ---'- - -' --�--'- --------' -----~----- --�'�--�` '---- ---- ----r----' ---- --'--------' �,-�-----~ -' --'--'-`--------`- �------~---,----- - --'------'----'- -------- - -- - - -- -- - ' -` ------ - ----' --'--- ---------'--''-----'--� -- -'--- --- --'----'--'-- ' - -- ----'�-`--- ----''------�,------� r � (U565 5qq5.q) 30 YEAR ASPHALT Mff cl STUCCO 51DIN6 ic- OF do z eORD LvL MAIN T05F IK - I So tr tu STONE VENEER JZI . W_ LAB -9.5--o" (10565 5%4.5) 4EL q5'-O" N565 6%45) 1 - I"? I;1�1'1 lu YNI /ATION - - - - - - - - APPROVED 13Y THE BOU7H ELmEVA71 ON TOWN OF VAIL -0" IGN REVIEW [30AR FINAL IRE4K , -.- r.,-. r ,- r . _--_..T- V � +e ---- _�r-.r.r-.-,..-. ----4' --` _- - --_ ---'---, --•. � r -1. N ` ---, .-.,-,-' •�^^.'e.+.^.,--r ] , -r.. 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RIDGE _ ., , �, ` , : �_ ` " t ' , - I, �' 'a °�a _ EL = 12q'-5" 0565 8gg8.q) , .� I - i y Tr't k 4+ -,F- , , r , a � `'3 -, { , 3,,i ' r_ r " ' ° _ r i , - 11 " s' ; 4. ,a x r t `N, ,.y I , 4 4 _ ' ` * _ I a °I s . , t Y ' , , _l I _,^ , - ' , , r ` ' %^ G „ Y v T.O._RIDGE — - - -11 I EL =-126'-5'' (USG5 Sgg5.g) � I �,' "" '. ' - 30 YEAR ASPHALT t w' - , . ` - - _ DIMENSIONAL SHINGLE « P s' _ , . T.O. RIDGE 11 I' 1 _ - 12 ROOFING ;,r �° - °• - , . " �� EL = 122'-5 N5G5 Sggl,q) g _ ; P 't'Y~ , ,, - ' , + ' , , I . � x � � 1 ' t , . ;� 4 _ . 7 - • ' _ � , ry x r , t .' - - r ° ^ rI{ \1 yI ` i x-,., - " Y t``4 y _ ti , � , M1 ` Y- F I' e �: II : �11 " � L - ' , 3 ... a ,., ,^t ..a , . • e ` - - - ' 1 ,r + ` �r ! t -- , ' . ' 4 � `+ , I �I ,L , w I *-3 1, , a D, - I", -, I , , I , �L I I I � �, I I � �I . - � : � . . I " I I, I I - I I, , :�,Opl 19D� � , I - ,I -A r''�1�° , " '- _ I °` - T.O. RIDGE ❑°��`' �`� ;4 , ,,,� �.� - ' _ - _ , „ , �� , ` . , �� - . EL - 117,_1„ SGI aa86.6) - �� 3 t� � - " _ D . 1,i �.1 r,4_ ��^.,"y °'ti« ia` ,� a a � - t .1 i . - ,� , i ,j , '� i s - ' - - .. , „ ,a ' � , "'y ` r(�� - 7-1 11 ''L w , ' N �I , - J A I I ,,,- , ;P.. ' I r +' . ~ �� - ,. ' ! -• . i j' . , " , .,. ,: , ' ' . ` ,. 1 i, Y '` �L�"❑ ,.. ' ` ' . r. u i ,� ,ri�`` •`� -'`` " . t ,f,6TH�LVL T05F . ` , ''L-) I .� ", -,', ' , , = h ", I 3 , , , ,a , , i I � 114:0" N5G5'b983.5) � ❑°o - _11 - ys`at� '>•�'' r-! + ~,ry , ' ` , t ! - , - I * 1 N ' " _ „ , .p't "6` . '^ �, • , . , [ . r , r. a h 4 ' \ " h . " r - , ` `11,�' , " , r I f r . �' '` a t" v a , . L • y ' . 'I / s } 1-■ I , . + r t , L� , • ' ' y , ,, ,,� _ / 5TH VL D�L_J -`-'�,11 t "' � - , _ '- , f.` , ;„ , ,`,- - r r � ' yy ' I' i - , EL = IO4'-6" (�K.�GS 8a-1q) . F° ��I - _ , 'f�,�j-` t,. , " - , - _ - _ , ° \ . . , - , r ' , . " . ` , - _ I , [� o / \ / \ / � 5T0000 SIDING , {o�� 4 f t k�� i t. �,y r t a , ti _ , a r� -t . y - ,, y , _ , ^ - / N � \ / \ w lul ' F-1 -S�N/l w' t J'� ❑� S/4 x b CEDAR ch_ � ;,1 , , , , , _ . , , ,., ,, - . _. 4TH LVL MASTER T05F 4TH LVL. T`051-, - , , ( � § i I , �� I, , ' y , t _ ,. . _ L = 105'-O" N5G5 8x14.5) EL = 105`-O" S9�4Sj c� —moo \.. / \ / \ i/ . , WOOD TRIM V O 11 a_aP '.,tP r i r, S`- fi` t n`, r F 1 1 ' - - ; _ �� C _ /'.. 11, , ,ILU) -,, aO 41 \ / \ / 0 �.� �`_ I - _ _ — ,r4�," '�l ' , rw^ ' , ^ ^ -- . . n , r, P • , * ,r , { . - 1 ' r . , - , , Q� ' ,jam, , °``j"- ,1 _ ' , ., � �} , ` " -t „ 1 I" f 1 , D"LL�,��JJJ �J - r' f�� -—� �" i 11- , I , _ w p , I--- a � ", _} l 3RII LVL MA11�t T775F _... Z I'k"k" 3RDeLVL >rtA1FC rO51 - ,11 LLti,, Y " 1_ I 100-0 bg64.5 B a . EL - 100;-0 - - , I , } 1 - EL " (USGS ) CJ[� -- TIMBER LINTEL O I , " «< 4` . ' � ��❑°o�Q I ; 1 ° ' ; D�� oC��— ❑� ❑ ❑° ° �° BLIND GLA55 r.`�a�`'' ;" „ ":" °a ° + . ' �( ` r _ �� ' �� !/ � ' _ � T 1�r (—I T off, BLOCK WINDOWS --�"I I�, �- . _ , I. - . 4 - I ' _ 1� - I + I o� / D ,- , \ D�Q I I I 1-� q �-� I _ 1 o--��q , , I d ,� ,1 .I (] 2ND LVL GARAGE.TO5F' 3RD LVL'GARAGE TO SLAB° I oG \, �Q \ CEO _1_ 1_l 1_I 1 5TONE VENEER �`. — �. ' > r - , I ,�t , - _ ,R , + _ � _ _,-.. _-._ _._.. 4 _" T — � '-=l� — EL = 45_'-O" (0505-8864.5) EL` = a5-O" VE-65 8864.5)' 1 0u� \ / M � �- --- (--I o I�1 -1 =Q tu M LU , . , , r I `�-, �,b-°r" x, '` .. r , w` ' ,r" , . " ^ - ,^.,,`' • .* } ' ) * _ w y - w - _ ' " _ I ,- , _ , . ' ^ r " t"" , ( I - � �❑ ❑ �Y,_�� '-�� .�� 0 '..�`, , I � , , °' . ' ,. P , I t , ,I' " I , , • I , , . . _ , ' - r , . ' I L° �1�— ��C� ,I 11 I I 1 } I �� °��lc °�---� 1 O �' ,,- ,. " . , , , ',E " ' , I s"� 'i - , = ;�* _ - _ ' r , ' ' , -' , �I' 11" r . ` - '" , ,` , �- , - - I 1 I ► ° Q�°��° -1' I - - 0 LL � `� `"�;= I , 1ST LVL LOWER"TQ5F , �, ° } , ' '� .1'��° ' " _ — 1 . IST LVL LOWER O SLA$ L — — — — — — — — — - _ — — _ — ° I 11-,, _� Lam - ° 1 ': a` " ' ELi:-" 40`-O"'"(USGS 895q ) _ '_ - - - - -- - -- -- -,- --- - - - -= _ _ _ _ _ _ i EL - q0'-O" (tJ5G5 8�15�i.5),-1 I *x* 1° �4, ,., r , , f 1 . a-"- -r--� -�- w. ._ .�. J. ,.— --^— —' .._. .-� ."._ ._ __.. _r,.-- — _ „ - _ - ,, - , I ' . r ,, - _ I � .. t'` ,!, `gr,. y1' ~Y,y ,P` k ,y ` .> y t ,Y . r a' r ,_ , V ' , r" 9 r� ,, " " J t ' r -' / r . y 4 , , , c _ , _ ' � I h y _ I ' - �i9, N YV , v ^ v ear ' ' , , _ ^ _ .a IF . _ " . Ia. v . , a I , 1, ) . - " I - , " ' ' ` ,ti 1. ' ` I a , , , , g,, `# r `- `I .. , 3; 1,1 t ., _,, , n ' ,�,5 " . .J' a,t 3 , t . , ,. s R r v , F , , ._ _ _ _ — _ _ — — , - 9,. ,1. . 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' tit , - , I ` , ' , _ - w , _ - , ' ^� - : _k - ` y".; " - , I . LL , , , - , _ , , , _ , Sheet Number:11 1-11 4+"' , . c 9y, �° s r 1 * t ^ I , ,' 1(4 t - , , k ' - ' . , , r a , , _r , ` c - , ' x` ' a , T . ., , _ w- , Y E a , _ , , , c ,< . , r _ - " tt , a a x' " �- - , , + s'',' .r'r �,',. , , L,' _ - , M , - ` - '.,� ,r ^ � s, _ ,, x , ` ••' ' J_ , '"; " ,. ` ` .. .y ' ' . - , , ,_ I - , ' ' - I - t F I ^ - , a'', �� , ,. 9 , :��k'° cw. " 'vy* r. , ,. ,j, r., r ,. r , �, , , . " . , e _ it - s. ' - , _ , �1"- ,. a , . r - , ,d. _ '' , , y �,� , y - , ^ C" s , r ' S,.t a 1 ^ 3 , ,y yY , n s. , ,c 5 i 1 - ^ q r , v "' , r n " , - 4~ - < , a r I y ^ , , ,, -11` , .i ^ . `t , P , , i "YS ' ,r�,. } - .r a, • rt ry „ r' S r 4 , n f , N , " , - ., `` z , , , y a • , ` - r j ,. ry _ ., -.1 ,� I 1-1�y, ° ,•,cj ` , ';�- I - r� j,�,+o- v f } >y, , ^ 'S^,.N ^�, + 'I , N t. ��I M ; k a s ' S ' _ t, rt r. .,. _ e , , ' .. 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C11-01 18'-0" q'-0' ROCK MODULAR BLOCK RETAINING REATINO WALL 1 WALL I I I 5 ROCK i�a�� -�' s � RETAINING u� a WALL '' a ir mo a I O ° IUP 3068 I BEDROOM 3 2ND LEVEL ° FD I 2468 2468 EL=x64.5 r 1 R4.I T.O. G G UP A�RA�GE: N R4.1 EL 5q.4' G I IST LEVEL _ uh v EL=a5a.5 MEGH 2668 VENT CHASE — ( , ° I I K I I LAN5GAPED _ O I I ROCK 5TAIR5 ' o C ORA NLSFACE jl I < v LU to ° U z r I 0( � 0 181-0" 2a'-3' 101-5" Vote: LC1NER LEVEL FLOOR PLAN 2-001-01 Lv • , NORTH Revised:l� AREa -409:3 sa FT ARAGE 5aa.8 5Q FT FINAL REVIEW ,"�� e3wl�s : ,,ispac�(�) ya3.o6ri dt •. . x.33 �iQF� Sheet Number: ,o 'f'g4j e a, as, a6 q'-O" II I I 0 i L � r I L o LAUNDRY I LINE OF ( I FLAT CEILING I I LINE OF PATIO I q 3RD LEVEL 4TH LEVEL INT ID6E MASTER cli EL=CI6a.5 ? EL=x74.5 LINE OF BEDROOM DEGK LIVING I I FIREPLACE VAULTED c>=1ut� v RIDE A A4.1 I ROOM 7 A4.1 NDR I I z p O o I I 0 DN F LINE OF RIDGE ABV MASTER 0 p BATH PLAT CEILING q'-0' PANTRY ENTRY OFFICE I II o O O Ll o < II o � � II p DECK o o DINING , I- - - - --I I I PORCH I I z ROOM K I TGHEN . II — z 0 = p DN � <; O ° v- ,u lu FRIG —— / Ul 11 L—1 ~ < O } LINE OF STONE / LL — VENEER / tu O Z 0 10'-5' .MAIN LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" NORTH MAIN LEVEL 6.RF.A. = 160-1.6 5q Ft vote: 2-OBI-04 Revised: G 66•�t 1 /�c 1�.�� FINAL REVIEW Sheet Number: 32'-0' I I ti — I I ° - - - - - - - - I I I � L I I ` ROOF III i BELow � IIII I II I Q II 5TH LEVEL. EVEL I I n 6TH LEVEL �I A I EL=878.5 EL = Q83.5 — — — / I A OPEN TO A4.1 I BELOW I A4.1 !P tu � r flll ` ROOF IIII r _ I N\� �� I BATH BELow O – – – – - - - - - - - IIII O O 1 I II I I , -1 - - - - - - - - - - - I z , � I II / II I - - � LL �11 - V LU ENTRY RooF III I v –1 BELow — — III — - - — - - - — — — — �� DN > it f= �� _ _ � _ � � tt] O I L - i LIVING AREA 452 90 FT NORTH Date: Revised: 2. • FINAL REVIEW A/ I o,/ao Sheet Number: b�!7 � 1 I r — — ——— — — —— — — — - ---- - - -- -- -- ---- -- -- ---- �� II - - �� -- , I I I I I � II 4 - - - ---- --- - ---- - --, I I I I I \,�o'•' II (0 li ----I �- 4 I GHIMNEY I I I �- I I I III I I I III � I I I � IIII ROOF CRICKET � I — —J - -- -� ==J L=_ ___ III 8:12 PITCH 8:12 PITCH y / l C = = = == � — lG GRIGKET� — dj � RIDGEI A .44.1 a�� <fi� j� � I T I ——— I A4.1 IIII a II II I I ---]1 D. L=== �-- --� -0- - -- � MEGHVENT II II I I � L----� ry ----, - -- Q 11 IIII - - - - — \� IDLE I-- -- -- - - I I I Q – –– �' RIDGE % II �-' II IIII — O M _ IIII �l�a 11 / II II II - -———— —— -- I �-- J -- -- _ = �---- -- / N IIII ii I III III � � W RIDGE III _J III GUTTER - TYP 1— � DOWNSPOUT - TYP- IL GUTTER tu O ROOF OVER ENTRY Z ROV-2 PLAN — °° °° -- - - --- - --- J/ 5GALE: �: = NORTH 1--0" N2 17ate: 2-O4t-O-4 devised: FINAL REVIEW Sheet Number: s �� 0 ' T.O. RIDGE EL = 12x'-5" (U565 8aa8.8) T.O. RIDGE ❑� EL = 125-11" (U565 8aG5.4) — — — 0 0 od ,KT.O. RIDGE 12 EL = 122'-5" (U565 8aq I.a) 8 A T.O. RIDGE ❑oo❑ " EL = III'-I" (U565 8a86b) d�O° 2 moo ❑°�= 5TH LVL T05F DO=LLJ \ �' \ EL = 10T-0" (U565 8x78.5) =° dO mDo \ °o❑❑ / \ / \ / \ lu _ 4TH LVL T05F ,,4TH LVL T05F ❑o ( , L = 105 1-O (U565 8x74.5) EL = 105'-O (U565 8x74.5) I a� LJ / LJ / O -JO z ,ORD LVL MAIN T05F I ,ORD LVL MAIN T05F � Z EL = 100'-O" (U565 8ci(oq.5) ❑❑ ❑o❑ I EL = 100'-0" (0565 8a6a.5) D O o�o� ❑ ❑�❑❑o❑❑ I o❑❑ o❑❑ ❑� ❑ o °❑ v Lu good _ _— o �000 - - - - - - -- - - - - - o00 000 \ o00 ❑ �❑ _ _ _ _ _ _ 2ND LVL GARAGE T05F , 3RD LVL GARAGE T05F I ❑❑ \ / ❑❑.❑❑ \ ❑❑ \ / \ / �— EL = a5-0" (U565 8x64.5) EL = 1-15'-0" 0565 8ci64.5) I D�� \ / D�IJO \ JLJ \ / \ / O LU I I I I I ao�ao�ao�ao I ( I I I I °odd°odd°o��°o � I — — — — I LF I I V —� 1L — - - - - - - - - - - - - - - - - - � I - - � I f O 15T LVL LOWER T051= — I I 15T LVL LOWER T.O.5LAB _ _ _ _ __ _ _ _ _ _ _ _ _ EL = a0'-O" N565 8a5a.5) 4"EL = a0'-O" (U565 Sa5a.5) LI— J I Z I I O I I ~ NORTH ELEVATION � - - - - - - -- - - - - - - - - - - - - - - - - - - - - - � - - - - - - _ - - - - - -- � 50ALE: 1/4" = 1'-0" SOUTH ELEVATION 50ALE: 1/4" = 1'-0" 17ate 2-OBI-D� Revised: FINAL REVIEW Sheet Number: AB , T.O. RIDGE 12 EL = 12x'-5" (Us65 8aa8.8) T.O. R0 6E _ _ _ _ _ _ _ _ _ _ STONE VENEER EL = 125'-11" (U565 8aa5.4) o0 o Oo T.O. RIDGE _ _ _ _ ODD❑ EL = 122-5" (U565 8xxl.x) ° LL/ 0 H -rrP 30 YEAR A5PHAULT T.O. RIDGE ROOFIIN6 EL = 117'-1" N565 8x86.6) 11-0' 5TUGCO SIDING 5TH LVL T05F - - 8 / \ \ DOWN SPOUT EL = 10x'-O" (U565 8x78.5) L / / PATIO / \ \ 4TH LVL T05F \ EL = 105'-0" (US65 8x74.5) al ' � 2x6 WOOD TRIM 3RD LVL MAIN T05F Lj / EL = 100'-0" N565 8x(ox.5) / LANDSCAPE STAIRCASE Fi= D�OD 10❑ ❑ O o❑❑ °o OD Do�❑E) []D �❑ oD�o�oo�po�o0 00 // � o o \ dI =r- O�r�O�� r d \ DD°SOD°��D°EOD �� / DD \ 3RD LVL 6ARA&E TO SLAB _ _ ❑❑^�-��❑❑ ❑❑ ❑❑ ❑ ❑ EL = a5'-O" N565 8x64.5) O o ❑ OL7�❑�0��❑ ❑ 1 I I ILL -Ali I I f I I I L- f - - - - - - - - - - - -- - - - - - - - - - - - - - 15T LVL LOWER TO SLAB I — — I F — — EL = x0'-O" (10565 8a5x.5) - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I EAST ELEVATION 12 SCALE: 1/4" = 1'-O" O iiDLJL- 8 LL' o� • ' z I 0 LL! Ju v W - a ❑° I- < �o� p } Oo V 1 LL GLASS BLOCK WINDOW / \ - I-I J _..1. 11. • �� Z / O \ / 7 41 5TH LVL TO5F rtrtrt / - EL = [Ox'-O" (10565 8x18.5) F 30 \ Oo \ 4h4TH LVL T05F \ o❑❑D \ a EL = 105'-0" (US65 8x74.5) =d D O D��D��(�D O D��D��D / E= ° DD 0 ° ° °�°°D°D D OO L-1 0 D O OD D O°= D °cam O�C I O 0°0° ❑0° ❑0° ❑F0° ❑°0° ❑°❑o ❑� I I III I I ao�ao�ao�ao� �o� D — — d 3RD LVL MAIN TOSF I ° °°�❑❑°°� ��p❑�°o�o °�Ooo o°�Ooo�o° EL 100'-0" (U565 8x6x.$) �0❑C°o�0❑ ❑C�o� oo o❑° ❑°oO ❑❑Dc ° Hate :2-0:1-04 p 0 DO �c==]D�= 2ND LVL GARAGE TOSF I I J ❑ ❑❑ ❑ ❑❑ �❑ Revised: o4 oD°o oDoC�o 00 _ EL = x5'-O" (10565 8x64.5) - - - - - - - - - - - - - � - ❑ ❑ ❑ ❑ �� - - I - - - - - - I _ FINAL REMEW - - - - - I I I F- I E - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - -II I _ _ _ I _ _ I_ _ _ _ I I K 15T LVL LOWER T05F IIIIIINEST ELEVAT I ON I _ _ �- EL = CIO'-O" 0565 8a5x.5) Sheet Number: - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ 50ALE: 1/4" = 1'-0" s e I 1 i r r 12 E 8 I I i i i DROP CEILING i i - - - -- - - - - -- ��I ii I I BEDROOM 5 > 445TH LVL T05F EL = 114'-0" (IJ565 8x83.5) I / � 5TH LVL T05F EL = 10x'-O" (U565 8a-18.5) - - \ MAr517ER / � BEDROOM oo � L11�ING ROOM ii � R 4TH LVL TOF 'S � Q // = 105 O (U565 811'74.5) ao oo oo 0000�❑o❑ oo❑o° II �� _ o0 00 ooa - 3RD LVL MAIN TOSF I � � EL = 100'-0" N565 Ba(oQ.5) I �� GARA&E 11.. tua V- W 442ND LVL GARAGE TO SLAB EL = c15-0" N565 8x645) LOWER LEVEL Uj 441ST LVL LOWER TO SLAB EL - a0' O" (U565 8a5Q.5) —— —— — � \ \ \ tu O 4 BU I Ll;) I NG SEC71 ON SCALE: 1/4" = 1'-0" a Vote: 2-O�f-04 Revised: FINAL IWEW Sheet Number: f 1 � ' c Town of Vail Building Safety and Inspection Services 75. South Frontage Rd. Vail, Colorado 81657 (970) 479-2138 Plan analysis based on the 1997 Uniform Building Code Project Number: B04-0065 Date: May 10, 2004 Project Name: Reske Residence Address: 2319 Chamonix Road Contractor: Brian Reske (Owner) Occupancy: R3, U1 Designer: Brian Reske (Owner) Construction: V-N Engineer: Edward G. Wilson Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. --------------------------------------------------------------------- --------------------------------------------------------------------- SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 17 . 0 Feet 17 . 0 Feet EAST Property line 19. 0 Feet 19. 0 Feet SOUTH Property line 12 . 0 Feet 12 . 0 Feet WEST Property line 26. 0 Feet 26. 0 Feet U I, TM, "� s ': r'�'� r z "x, $, & B T' '2`$ s:, +v s ..u�a".r w. ax..s_....&,um,.:«.',mac„x«,.n'`1' `aS,zss#,..«L,,:."a.iw`.'4, a.. .....s^xr�t 6✓« .'.r°,' �.,i.. .;a. aw,z.e,...s Addre s s ` � 5� �� waffinwve...=r.„u„v .ffitiri B TERTOR w LL FIRS` RA IG��AND QPENT G `PR�'�ECT° w:krurwrss.:.J:,:,iu«.,:.a,uc,waRceai'u .a. AJ.lrwauwW .w ;y Fork Be ing N©n Beari.ngii� F Ope Ong Canst"ruc Q, wrap $' t�ccupancy wa11 Wald , z Potect�on Maul Re wire'" 0hou hoyux sNane An x q :'t 3 g y Na a None t' r EAI r k or Bea.. No Bearing aper �z�g� Cans ru is s ape zj t7c upanc r fall UwaLI � l� ; Prafect can Mate�ia� g�equsxe� ,s � 0 ht� 0 houx Node` liy hoi ��kIae �F . Tm }}<} Far Bea�j ng Non B `rza ng�� Upeniz g ans ru a o Para`:e a di - 2 s zaRZ„ j i'fi e sss E3ccu aancy 1x11 ar waI - � {� Prat�c�ron s ��Ma�er��l Req��re R �} C} ,hour �� 0ior I�tc�ne �An N 4 y 'S 'S 9r.t' fi s lRs ,➢4 .Z W s sT 0 hazer Ye, MM-, k An h O1 �. N anewz s Fc� ` Beer r�q{ 7�0 ears n i on s- ruc.,ion Pa� ape » dccupancr w �l k Tr�alriec �xMaer.ta, Regt �r ,d N n RIo f e ote onqurmr� f+� apen ngs � z 3/4�hau { penl hf hr; fire-ass eiffill es: 'S3s.aN 3/M�a�j yO 3 h � lax j eaJna [}h~e b-I J' Y Se•4r 5„/ avaa r d .mawrz'wl,w.m.iz'• ;ek Y a'3�a 'rs,z3y 2o- g„ sF 'e ' y.: a;-x• Mx�mum sriglej 3 windowrIe� `s $� sgw� h rioimer �r u F7 3w5 1 no a, t Codes; rev ew of .. Add'e ��FL DAME '� AAA MIN LIT �MINEN� NO EXTS EGRESS MCA-- r. -W � 3•'d a veyyc,, . r - 1 S^ Rvy `s ; 31'u1 k 3'e 2 3 A a•: .3 ;s 2 Btl " .£.k on 1 Nc s r � 17 13 7 �Y 6 852 ' Xe: ZU 2 $ dream ,r ry p '�x^ zyrr�� ,�. 7}� �r B l.r�di�V �f! 3 'Ct all- C1.4Se. S, G' � � a vs a; 4 1 (} N' H- IOTA FOR E LOOM � � 4 9 5 z l f L i "x i rF i S - - '�f e rt f Y+f{, e �,. y s ,r a � 3- r s� un. a. Y 3 sly 9i rs ;r ,vv.a' f ' ifiK� ohea 24a �Z2 05 Nc 'A sr ng 4om 3 r30 a s , ' , X15 4 r ' fe k I� ` 1 laiirietr ro om t 4 4 2"":2 lx N pit�y �"j vz ill"�' "wdC:r t rb bllL .F.�` „ /3 y 3 8 $. 'y^° * 8 - ��^'a «r�"�'�� b °�z�' -Y} x @� 't,, ; ;� 'h 3T Y'✓x^�' L, a� wl. P X� S J.. E ! v 'Z V p t 4 s' i S, B 1 MaS erg bedroom y 2� �2 �� 23 2 �,F 2T� 6 a ,� Ye' z ��ti £ Yz 5 xvw' 'rI rA Cai sets "4s+ �� '�,�� o4Jl� 3 l`�N 13. 3§ r a W V a�35 t i e �^�s� d} '�' 1 ; 'BBG' 1rJ:1r�.bm z3 n s rJ�,7"§�` ,.�''®eu D } �' 1 !N``"z avtu: e`;; S F ;. .„ ;,� 5 �s�' s a `'`"t > 1 f_ z .,.•. xg Mecharieal' robm, Q, �U yr/��1( d A/��, ^1� 6 4 J 1 4 ,t to s f" �' z ' - r 8 - l ' „ wa`€ e''' Gode rev ;ew for A_ Fro ect Rd r ddros� ,€ ' FQOIVOTES� }, .F ES �n o er bl e w undo a or door that opens da e ly o t nei P � x F xter r s ragas red Mora the s roomy The min�.m.um. c1 der open�bl .. area must meet the , fallow rig. Sec 3104 } They inimum1 ea r he ¢gl �ss4 inch€ } e'inihimum c1 eaf wa dth °1�s �2� 1� nEche z_T y } ,The mi na mum clear; areas 5 7 square fee uZsm a' gY 1 g Rt 4} 'Thema �inum si11heig � 8` 44 inches g h Escapes anc roscue wJ ndows with a s nsshed sr11 belts t ground `shall have r ar Wrn oW 'ur�+11 The clew; he �zonta7 s d ien` ion shall ow the th 3 hlxb rt xv r 1 `-d 3 i ^" E 3 4R_ r E r S z - waCo etc �efu11. opened and :prov�de�Yak mh�mu ,ear�0akccessble' ne ope�n, g o 49 square feetw�th ;a mrn�mum d�mnso:� 6y inches: Wxndcaells �th a vertical depth of orery than s4� dies shah w.b equipped w th�pan a�proved,,,Rp manently of �xed '�a c e�c r staff rs €`'"' •eF n�ti ., '.tea } Tel�eo , e �iss used $an Tab`s e 14 A { � 1Rrx } meclariia�� rentiZatzonsystem mar' lieseds ins u p.f uteri eN R f 4. '¢, `33 v v•ate..' opet�gr�� on� .. .n, ,g vontzlat Sec 1203 �� Such s em:3 shall OR @ ['r. � ».�.,�:a�.mc�s.uy s....:..b» w�. �ay. .a..a�ua.•:aw,w�a h',�w.rx,,,t'g'c7eci�R ti�1CJ�• � EtVnmoMrMENSI4N� '*r.` itx' a�'HCC"^ -f S °� 4R � Haba, able space; shale have a ca l in ��ght�c�f no't ll�ss t� a�� yL q 6 4I,bbhe s I{�tchens, h 11s bath ooms and' trail-et compartments dmay have . ' aes ng height of fee zneasred t the lowest £prod ecti on Ifs th cal �g s s- oiling, thong the x%a mum e ght .s rec ur red in onl r 1M k" r off` e area. Sec (}: . Evsr ciwel'lk�ng unitsha1hare at Idast orte room which his not; less; than3 120, £square fee o floor area ether habitable rooms ace?# ;k <tchesall ;have ae ;afsriaesswthan7,0� uk fat �{r iy�^� S' 4..L.14�n D9 5 x Fak��tak�le rooms" oter than a k I � 'chu shall not�alfes ? #�eM "�, s sn an d�mns�dn 5e X3.10 6 L L' ' ".5'`r �k 9 py ' ''•. ` ,.. 3dj, '3Z _,4� 1 i ,+ T' �P { •-a: L, 4' a Vii' b.., _<,»__ r.,..n .l,...»i.;L",...... vr•':,.is..e.rF:ya«a, „a.,, ..,.vas rev'ewe sfar Cad x Prcjct T k GLAZ ING R EQU J1�EIdENT S All g Pazrrg;Y xhazaa�dous lrcatcrss recured gaza ng mtera =.�, ., SeG.hzt_�2,406.,3y240. �Locaticins `1}x Glaring in Ingress sand g er ss doorsexceptalatzsies� � ,.*�.�� i� n ,,.•,.�, , 2Gla �zign -axedand lidng� panes� a slad�ng- daor assemles r 1 ?.. a k v , ands'panels irr swa'ngig doors gather war o s E, than ... dobe do,a r � at In" storm doors ,., �K�.� � .. rGlaz�ngzn dogrs< and.enclas.uxesfor hatE ,tubsr wh €° „lpools, saunas, x E steamy cam a htubs and shove s G az�z gg �n an \portion �' bu�ldangra 3aenolQSng E these ccmpartmnts' wherothe bdttom fa opased ofteglaznQ =is` � e�sthan}.�4, �' iehes .°abore,.,aP stand�ri : < - .r zn E„ x+•.. �-�-�++�a, wzwc� »wwur »w ..wwa.,«aa+„d .a. :a,.«�....,N..E �..:.w.s „�.� ° a 6j G1 azng „> xed car opera pane s ad�acentt f doowherefh MM k 3, nearer expeed edgy cif the glazing a s wxthirx a 4 � chrc a -E f e�th r ;4�re Nt c`al edgy of th d'ocir in a :c'osed p sT,�ion' and z�where s the ,i U' - r ! C mss. _ y, bcattam `ea�pas'ed edgeyof t ,ea zzs xs lest than Fro 4'�ndhes above theme x, s � �. - � su* ace 4, 1,4 as 1, k k c k,L'a.j3 •4 fi, «�;' �M` °P,F w, , � Gaz�ngz�.in are �nd�v�clual za d car aperablesp ne d�he thah�as, 'Al"ocat�ons descry bed n t n„5 ndRZ 6 abav r ' ham meet- , th � { �F ! AolEx owl osed�areacafna ridua , yeahan ;s ua f . . '. �r p p g qw E y�rased bottoms ed e Pe, thah �nche abc? e the floor X C Exposed tap�edg 1 great e than 3 fi aches , bo've the floor ry Caxre eir mope waing suf<a es w= xi r6 zo t hy ntalIof. the Cpl ane of the glaze"ng ah p° i a * s na aaTa:+^ i ^'t z GYlazing yin ra� ? g3 „regardYsess� of hboa�wakng surace. E' Included,zarer, strizral kalus` er :panels ' ;r:drscarisFucttxal` 'n , 1.7 f1 , � � $ pane 1's �""S{x 9 Glazi nga n�walls a and fences used as nth arrx:ea indoor aout�doar' swinmzngrpo'o- ridgpaswhenh�e battst�edes is less Ila a aches abave the` gocalN!side anei the g1az`fncz w:ithiri me ca' the :pool ar spa ',tRa { u 3 Cl) GZa ing n galls enclos�rl`g stag sway andvngs O w tha n 5-, feet a x then bottom, and tali of stagy r rays�,where the batto�n :dg� styles . w, re=.s. .,_ ��thart ��(1 _�nchesa,al�overth�' �wall� ng ,surfaces 1 F ....« ..=.v, *z .,,r..,.-,..s..o-..,..,,..,:,.>�`da. _x �x Code. revxew r°: Ts�ddress 3:�� 'SMOKE t?ETECTOE. RE�UTREMEKTS� y,Nn=+. .�, 3 } A smoke detec 'or 'x s re uredoxi� hecexling =or wallat a pozzr 3 rcentrlly located xn theor dc�r o area5z�rngccess �eak sleeping area. sec 30 y 2� `A smoke fcfetector recu�redothe "ceYin .;wal in eacha sleen,c area Sec 0 9 4 , .h � � r , 3) A smoky detector srequred on all stogy esSec the upper level;pphtalns' sleeping rooms Rgsmoke detector re u�red inRxEhe ce lxn„ of :the 'u r ev 1 close tol th staff rw , R ec ` 0� 9 z E rNC 'E ' AVs oke� de'ec or rec u r wed in the k�s ent Sic 3 10'. 1 '4 4}` nSinoke det-e(-tor-s arp,�xequj.reci to biq ire'd -s pore �source) lid'," hall b �c upped w�th z a battery baGl up See �J'J- :l §�� ` $ 35}�Dete�� i.�a�fshall�Ysozr�d� an alarrn,��auda.b�..e�a:n �al.�� slae,ep�r� area,�c��,.t�h` � IRE ? ,AG 1EU W EI `ACmQ LY , '��E�I��EP��XC� l} Una must b`e �n z approv�c g, n ��Se Tor a,� 3 ,x' 1 �'F � ' r � 2} Gl.ea`reaz�ces anc��h�rth�.ss�,�e`s==m�s't' I�e der „manufaetu�res a�rc�va 3 �) C�r�mney�he��htmus;�� ba er mari�factu.rer _s .a rova�, anal Table. ��-` ��C}CCU�'A�CY EEPARAT�t�N�. Between the garage an E h M es�denc Ma erials ,approved for 1 h firs re,sr sti structa�snnreN% "P, ` ��ed. an the garage` side ar,l�r and; �`"a�' z� doers betwe'�n the ,garage 7-i�d�� th��a res�.dence are Ito Abe a se�rT clos�.n ' It F Y y 1 inch sold core ciao a� Ea # b minute f�_re ctoar 4 Take e 3 I1 t L F E '3q 6 '(. L9 .. wY..ttsd«.a......k •«c ;r.s�'`.'3Z 'ee.w,.s«. dim wn...cabzM."'K1"uaa«.«SU....aw2ux,ate.- .«wlvkixe<..-& MW dad re�r�ew or- �t �PYraOect zdM . P } Chutes and duii�b�ta to Sh s with a cross se t�.onal ya'rea�f not-Mare than .9 £square "feet may: ,- died on the n de w °ne gt less than 6 ;gag " galva:ni ecG sheet metal w th a11- al is 1ock1 appe, ..... e must b; ms's 1 hr constructs on A1fl aperizngs" �n anysuch Enclosure shah b , 'prr�tected-by`'iio pl, es'dW than ,a self c as%z� 1 d j�raod door 1 /8y, nche 4bha c1or equralen Sec. rN _ nts "and nonco=uStlnd p p� ng.1nstalli d Vin^ wa l l pass ng thrau q yR3 floors or; Tess cles no`tM need to be sin haul shaft<s;" provided `ti annular space µaroundhe�vents or p xngs fll:ed tat .each flraor a ✓'*,£ s< E d .. ,. cep la ng w th nancoinbustb�e mar als - Sec, 3} rShafts fafL`gas vents, <facory built; chimneys, pp`�rg o duds tha g do nat extend through nc t mare 'than_;S2 floors need not, be an haul shafts, pQV,a ded the ripens ngsarourid thereatrasaree`.,.spae ��e�� 4��,3) All otherfshaf�s are requre� �Q 3 b� =ericlasd ��n a�1�ki4u� �assembl� ' ATTCREQIRMEI�'I" ...r Mir k[ p � +. ��".�""s' , � §o�r�cle ar acdso�� 1 �a�ttcareas„ h a ;clear height�af `30he E J r 4 a a s'. I1 r 4 7 a +d ” � or� ncixe Fhe msnzxnums��e s� �r=f incY�esby 3 inches 4There,�must �be, '3 ". ;, - � �, ,F r,wa�xwww„�ras..M...,.. , aches or more clear hey gh� above the access � Sec 1505 } ro�rade vent lataiii s n,. all atts c areas 11 eIf�et free. rt<o be snot" 1es"s" than 1 square foot fad ear � , square feetf ata vent area mayibe3C0 ...zf qt l : st X50 of therequrec vents l'atih a ea a s prow ded by' vent ' atc rsw'Tbbated -.la the upp� i-A perta on E of the ,attic The upper vemt 1tars mast 4be at" eat E� r ��. above,' Cher cave' a corns ce gents i- Seh 1505' 3 ex # M The vent area .may Iae l/30?0 prows d vapor rretader AV, ngrM transza ssa on rake fat exceedsng` 1perm s s installed any taewaxmszd �c tree att�c nsulat�ori ` Sec �0 exc :. 1 Ei 0 Q 0 41,sq f t° ate°c ar ea { VVI Ratio Mxniirium softy Event <s. f M , 16ii 5,7 1/30Q 533 3} Where'eave or Jcorri yce 'vents a re'' n 2stall d, :nsulat on shall not D,, oak the flee, < �ow of air A, n�Inimu of 1, rzch o air space shall5 � ryov�cied between« tir�sul at�onW<x and �aof sheathzn9..s.., ii a i , 99 ..�0 e`y q awn+,F:(F . 4 T it t l - 2 S s �a..s. �odbe rv� �ts° n .. 5 fi 4v d f sr✓„ �x s. ` GEX SL CE R Qt31REMENTS:j ovide' vents la ion el ex by z�echadiea'1 means car by opena ngS_1 ITT W exerxorxI"walls open ngfsll prcvX cie ar net area of not ess wthr� ^,w a� • 31x f zy s p 7 rr J t P ,. ' lfsquare foot for each EG ,square feet of urean crawl space Y Opex �rigs shall° be di.stro bu ed an two oppose to E es and be located r Y a _ z y ' F hll as cc ose „to c.arne�rs as, p`rap tacaNlZx 4a,_ $Sreci kr 1��17 j 1�� Note ��C�yent popen ng ws,may be reduced to .1Q Q r f ,the above ground surface: area a sRcave ec pan approved vaporre bar Mgr }and bum Zcl�nc of ficala a s ` � o a , I- ''0f sq ft crawwlsp ce area � c y at!,x ) € 1n1 I11ulTl S� at n,11 an q } 5 sTy' p*n'm e 'fi^�e".i,'^r r ^F ^r9 « ,...: , A'„ 2} , rvdcio 18 inch bys24 inch access> cpen�i'go the, crawl spa' COMA"rea Note 'aperiing 'mays be requ�red toEja�elarcef mechanical ecru% me'ri. A oratE h P eq° raw s ace ec 3 ; ` 9� u } unless the woods1 shed as an approve wand o natural`''resi stance g r � �'�� to decay cr t�eate�i�wood{� the n�.n�.mlz'm c�.e�rance betc�een� expose �= �� ear�t"�h �and =Hoar ��a,xst� zs��3�.ruches ��'he m��v�mum-`�clea.�ance to .beam wM1�}4 Po�rde a winderw ar door e the- etersor f Qieveryr room used for swm-",` sleeping and Basements dow must provide a 3 clear �� 3 - YiI cS,JEx aen areas qf' xS` 7 N sq t clear heightf X24 �nces( n� um} � and`:a > ear 41 ,. n`chezatum} Scc y s k f z^v %ta`t7 rk F 's*.a.*.a' ,"%t^'y,T.�"k-a �.� ^f 4 'the mxn m m cei'L ng n ;a h{ab tablq pace s :7 feed ruches ;xce` t h - >_ r� �F £ �tchens, °hall s g- �x ) g5a�rcCe a `smoke detectors a�11 she`ep�ng`r©mss F and aeaha 33 �w access to :sleeping roams Sec{ 3!l t} 9$ MOM,T there is a ,basement; procr de a' smoke detectahat s con W6 "I t nec' ..,? .l to an 4alarm audiblb xn all sleep�z g Y areas I : Se-cy 7r} rovw de a :smoke detector on` all Mfloors tha X s annected to an3 a�rmaud�ble �n all sleepngareas X Sew 31,a i 9 1 4' 1 1 a 1 A ly r' Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 (970) 479-2138 Plan analysis based on the 1997 Uniform Building Code Project Number: B04-0065 Date: May 10, 2004 Project Name: Reske Residence Address : 2319 Chamonix Road Contractor: Brian Reske (Owner) Occupancy: R3,U1 Designer: Brian Reske (Owner) Construction: V-N Engineer: Edward G. Wilson Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- 1 Include a copy of the soils report for this site. -- Sec. 106. 3 . 3 2 Sl Struc. Notes Design load shown for exterior decks per Town of Vail requirements is inadequate. 80 PSF snow load is +y requried for covered decks and 100 PSF snow load is required for uncovered decks (snow, wind, seismic, A live, etc. ) -- Chapter 16 3 Attic area requires ventilation. -- Sec. 1505 . 3 4 Show an attic access (22 X 30) to each attic area. -- Sec. 1505 . 1 5 Not shown Glazing in this hazardous location is required to be glazed with safety material. -- Sec. 2406. 3 & 2406 . 4 6 Not shown This bathroom is required to have an openable window or a mechanical ventilation system. Where there is a bathtup or shower, such system shall be connected directly to the outside. -- Sec. 1203. 3 r' "'�.�- �°,`�f' �y ,, .r� a a� .�� -.. ,� t � r, �• �f n a,`L a e �'F�,7j ��'� ��4 1 X � I a'a .emuua a...4u.v...ati4 �' ....:.a.«....w.x+w�....xw,ussws:.aib�.•.�a:a�tari.»�� ..t�m�-'��z:zeF.v�:Ew«..�aU&uua.r..wo-saw.k' Code, evxew 'for:,,, ` roj' c5 Id kesle Res%d"enc A ess 23 Chara6 aj"�R�iad �1 7 fi2� Not` shrawn orschedulehsarea requlresar��exei�r�peninc� fo 8 x �F«� z� a F A� smoke�detector :zs requ�.red,�.n. tha�s area since rt pra�ric�es a,ocess��a F F oom� :used 'fork:�sle rr� uses U-` � � 7 .� � ,� � dete�bor �s �equ�..�ae �n the yapper bevel"�� + Laiy .�`J a��a.s � k•:te7 e'�s � �-r-,V'•y� .1. _/�{# r,'...n�wewv,£u,§'a.aWm.Sw..4aveei✓.mr.w.z�,.sw, xr,-?r.�..�.,w... ./,,.4„\.a,,.,....uw...saaa-ma n..�-, aL•aw,'�r: aMds''aYsM�,xs.........r u.wl,•cwe'va8h+`n,'+ae3-,r3 .w.•eu$,xa+w s5.«�:xay..e xtrxJ.c,:.a.virxw.x '+- �. l0 � � � � �� : Y� A srrioke, de'tect�or �is '.re�u�z�red �n th:� b`asement� :icaw .xz«s;:;,:;sa.u,.E:.,�.,.-v3e'.u'-�'a:..a.4.�e1..,�m�.. ,,w«��a�G:6aw.ae„aeas ..s.S.:t�a�<3�i`zsM•�aai..:a.. Wa,aasa - Shown `x`The garage mustsbe seprafed from thedte�l'inbr .,,33 c,x�,a� -�� k� s � �'xs��,��a �� a ti�4 ��a `' z ,,,.!..::.fi s�, �i':�'T� �¢ -�.rr��*`a'�'��,"•„aF.�� f�.e� �� 'E,9E� R ,�k.�3�' '� fit4xs`"nr„. A2 Nqt ?shownf solid the doo` between -.., - e sgarage 3 aid the a m•? •�, >yrY s x1x' r k,.; r .a„ e ,.� z ,tiF £,1f � ,� � ka- '� 7 �x,��y,�,�,��"�� , �p.e � �ai � - �.,., �� +3h ,� ��y rt;��9�5 �'�•� � c� a,�yy �,+�,eaM..:�»,,.::er� >x� � ? � �� r'��F tzr��nu�e ,self c�.c�s�.n �ddo?�� e��, •4�� ;x'":"A�'� r� tt Eshowe contnousz handral ' 's Ye u�.redananese vow, �- he� sta waY.,,ix' ,` � c 10.03µ6 , . �. .x .. tsya?.9 t`� 2 T�TN 'C” V 16 Not shown The ��nznzium hea ght a ofYxe hazdra l"s is4 ' axzdhe,. maxi iiurnea�ch, rof the haraclral m s_ 8" ��z' . 1Q Q 3. 3 '"'Y' �'� ram n F, f t ." t � :� -a+ �•r°�"..,.`_?^ � Msr¢w'er� xK.�-�., l Not shown The ritxmum opening ih h� handra� 1 Tguardra ls. x lens that% 4 Firches_..b*_,. 8 `a NNot' shown NA" 3 gh guardraJ withopenings des£ ,thar% 4 RM F f hes a s r{equired wh�ee'.re4' ytyhedryro[tp aff�}(f��s��P '� a ..zxo�..0 man..r-rw.+.tfra.w-.�a.2.t+r.0B,»>.-.T&te a`�ak, J rb, .f �'„sam¢,Gau,&rtf...�14iV1�wv�,.-#mm�aat.1,�'vz�es`e-.,,t��...�waab�,�.✓»naw xi.+ef.✓t.l,VJi�k-d'",,.,�.a,_ L�atw.atu..r�s..?: �1 1 e ' ti r' rya � '� a�f ��rt � 7 � N � Code rev ewf or*; P b"-, x a des Res den e Addess d' 33 9 Ch", or��x c w �.� a ..,. , pw ,. "� cq "'• +?""'7"!'"pF T"" wm T'y`"'t ,'w mz� rr "s. ysE^cx ypw' ',Y"M ¢"' 1'.' y.• Ll1re(fir 1� f, ,1� x 79653'\ -.- CONCRETE RETAINING WALL \\ ca 700' \ > BUILDING FOUNDATION OUTLINE v \\ ®�45f, d 15A' 645 x 7964.8: \ C) r T.O.W. 72.0' 50 Q 64.0' \ �o \\\ // • � �� •� CD e / 740 STOW GE E PHONE BX PIN AND GAP E L.S. 11204 Ce� CI EL = 127'-11" 6 � / 565 Sga7.o) �tK 4.1' �6 1'1 \ \/ \ pRl�/EWAY S'd 2ND - G GE` L\ 4.5 // V,� ULGH \ .5' ASl w 5RD 7 R NOW / !� 62.01 STORAG \\ PRUCE : TOTAL AREA 2 EL = 126'-5" \^\\ PHONE HYDRA Ll\ >x '7x58.4' GARAGE = (500.0 5q, Ft ` v /,\ \ % \\ 0 , LOWER LEVEL G.R F.A. = 421.4 5q, Ft /� \ // \/ °;a MAIN LEVEL G.R.F.A. 1617.6 5q, Ft `\ 15T - L WER LEVEL q5q 5 LIGHT / UPPER LEVEL G.R.F.A. = 525.05q Ft ` 5RD - IN LEVEL 4(54.5 It O / QS TOTAL 6.R.F.A. = 2566.0 5q, Ft / EL = 122'-5" �j t r �C STORM GRATE / V ANHOLE BUILDING FOOT PRINT = 1714.0 Sq.. Ft. `�� \ 7x70 565 Saal.a �/�0 I,< / ELEVATION '!457.'1' � Z LOT AREA = 8570 5q Ft p� \ \\\ b / WAY FINDING 516 // j i_ n SITE COVERAGE = 20 % PLDOWED ' \\ \ \\\ DRIVEWAY AREA = 1634.2 S Ft \ SAS \\ 1 / q DRIVEWAY FOR \ METER \\ �G�° Qo' b °� W c`' 6 0 // / tu ALL UN50DDED DISTURBED AREAS TO LOT 10 ` x_66 ^ ODD Q G` OF v BE RE-5EEDED WITH NATURAL I \ o LANDSGAPE LEGEND GRA5SE5 AND WILDFLOWERS / \\ v o ��QQ Q ��Q OL SYMBOL QTY. COMMON NAME SIZE \\ °aQD�a� / / ICI �ZO ( 1 W \ oaDo 1 5 ROCKY MOUNTAIN JUNIPER 5 GAL. Purl � _ _ V (— '<C 0 EXTERIOR LIGHT LEGEND QTY 0,4' �(j W • lrtvz a O } 4 REDTWIG DOGWOOD 5 GAL, ,.` 1 �c x58' 1L o OVERHEAD CAN LIGHT Cl 1 ��` �,ZO 6 COLORADO BLUE SPRUCE 10'-14' HGT b WALL MOUNTED FIXTURE 14 BUILDING 0 �� S z OVERHEAD PEDULUM LIGHT - FOUNDATIO / `� OUTLINE �� 'Q Q UPPER 8 NORWAY SPRUCE 8'-10' HGT NOTE: LOt IO LEVEL ��, �oC SS ALL EXTERIOR WALL MOUNTED DECK OT n� 2� S LIGHTING FIXTURES TO BE 570 5Q.FT. SOD INSTALLED -1'-0" AFF I / ALL OVERHEAD CAN PIN AND GAP , LIGHTING TO BE IN SOFFITS .5. 1120 ��PERENNIAL FLOWERS TOPOGRAPHIC SURVEY �CAP LEGAL DESCRIPTION: �P �� _ _" Commu Development LOT q, BLOCK A, A RESUBDIVISION OF VAIL DAS SGHONE, FILING NO. I, AGGORDIN6 TO THE RECORDED PLAT THEREOF, EAGLE COUNTY, COLORADO. pin and ca S GRAPHIC SCALE Department 5, it Building Sa & Inspection r 10 0 5 10 20 T ,,N OF yam, Services �f 10&4_,Onl .rm Duaft eadk VAft malt.The issuance a. ring of a permit or appevY01 and computations \ IN FEET ) shall m be conswed to be a Pon; at= guy of the provisions of this codo or of ay add the�iunsdution. 1 inch = 10 ft pemuts presuming to give and ority to*40 of S code or other ordinances of do jurisdiction sbsll not be d. / The issuance of a permit base!OR Puns,spedfrcadc and other 5-0,4 not prevent the buildwz official from thetsafter rel g the correctioli of errors in said plans ct cations and other data.or f preventing building operations beans ed On thereunder when tit viol of this code or of any OL'ier ordin es of t. `s jurisdiction. V t s e d INITIALS DATES _ — SOILS T Rfr�►v1 Q� FINAL i�VIEW Sheet dumber: A1 . 1 Y � I I ,i ql-0�� IS'-0" q�-o�� /i 52'-5" r , ROCK 5� ROCK ( '!►� (— t T �- ` RETAINING RETAINING `` 1 WALL i WALL VI r 1 _ 4 1250 FT GRAWLSFACE ,ate 5a.4' ° ° a I I ;` o AGGE55 (5'-0" CEILING HEIGHT MAX) �Q B.O.H. m Q L � � 3.5" FURRING N pp In BEDROOM � I � � m ©Src�tt. m `� \� Q ° �►"' 1.5" FURRING 0 4'-0,l X44.1 LX y, I 3068 ' T N I - E - - 15T LEVEL s 2 I r EL=g5q.5 ` VENT L \ ` ' I I I — — — �tJ I MEGH GK s AIR5 — I II I Ul I � o as � �� ' N � I I I I �► z � No , =1 00� tL-U ve rTu—p Q GLA55 BLOCK �3� I I ( I V � BLIND WINDOWS (5'-0" CEILING HEIGHT MAX) V —j 12 50 FT AGGE55 co < fo o } / I O I / / 1/2" NOTE: ALL DIMS DO NOT INCLUDE STONE VENEER OR FIN15HE5 LOSER LEVEL r-LOOR PLAN 1Dato:5-22-0. 50ALE: 1/4" = P-O" NORTH LIVING AREA 421.4 50 FT Revised: GARAGE 600.0 5Q FT GONSTRUGTI ON DOGUMENTS Sheet Number: r r O f a qct voo,<lfl,40ov ISIMI Q 94", qi-O" IS'-O" ISE 3'-111 �C 3'-II" I'-b" "7'-6"F— 1 I YI z I 1 1 m I � I 10, I I LINE O 4-q I/2"FLAT i I - J r LAUNDRY I Y�I.I.G. I GEILIN 6B lux LINE OF PATIO ` I V T 3_2 INT RIDGE i 1.� o 44TH LEVEL C� 4 I m ABV ;- 3RD LEVEL EL=x74.5 �� 1'-0 1/2" ( T- m '-O" 1/2" 4'-3 1/2" 2'-O" 12'-q 1/2" , = v I EL=a6a.5 j MA5 ER 3- - -- �;, DEG L I Y I NCB ( a��°�" BED OOM LINE OF N Y'A � VAUL_ CEILING o ASV RID&E �41 2'-q I/2" 2 51D D FP - I P DR I A4.) o �� I o �� O DN o oo I I 4 0 t� � t t 1 t a r LINE OF IS'-101/4" RIDGE I m ® VABV 1'-O I/4 \ \-3 1/2" °Q� 'G eN�u t' iv • /3 O O jm � — �-► o MASTER r� PANTRY ENTRY S" OFF I GE - BATH II I'-6" _ FLAT CEILING q'-O" _ o I lu Xa t I 2'-81/2" �'-II 3/4" n o O 2- on �DECK I Ci � I I ° — _ D I N i NCB — 1 PORCH 1 ROOM ( 1 KITCHEN � ► �� it 10 A o � � l� -r - V w �a S - o -j LU FRIG ---' +!? �9t� b.�y►f� tr -i } LINE OF STONE U- - — VENEER Ct CL Cr- MAIN LEVEL. FLOOR FLAN 50ALE: 1/4" = I'-O" NORTH MAIN LEVEL 6.R.F.A. = 1617.6 Sq. Ft Date: 3-22-0� Revised: GON5TRUGTI ON DOGUMENT5 Sheet Number: 01-0' q,-o, 181-0' '!L I 1 I r y 4 -I - - - �= ° T - - - m II , I ; �P • I � - - - - 14�-q V2"- - - - - - I I J r — � (�1 � r I I ROOF III I BEDROOM .5 BELow -1 III I MI II II 112-9 1/2"6TH LEVEL STHLEVE N -.�o I EL= f7a.0 6TH LEVEL "' I 1 EL = a85.5 A4.1 - I OPEN EN K�-q I I I A A4.1 I II aev N A 4- — — Oil I - - - - - -IS of/4 \ -. -�` _ I I — I—0 1/4" \ \P-3\�/2' 1 I O BEDROOM 4 - \ ROOF 111) v I N\ SELOw I O TH$N T \\ D y I - - z 21- --a z -, �- > / t IL A 1 I 11 _ - -1- - - - - - - - - - -� O I <� , // - - tu -V w ENTRY ROOF I it I O -j -! I / � BELOW III _ � — t .,� DN w tu LL- I 1 L - tu z 11, 1 0 18'-0' 26',51/8' � lg..p■ goo ''LAN, - 5TH &TH LEVELS SCALE: 1/4" = 1'-0" LIVING AREA 528.0 50 FT NORTH t7ate ' 3-22-04 Revised: GON5TRUGTI ON DOGUMENT5 Sheet Number: IN, I I T.O. RIDGE EL = 12q'-5° Ns6s SggB.q) T.O. RIDGE EL = 126-5" N565 8gg5.g) 30 YEAR ASPHALT DIMENSIONAL SHINGLE T.O. RIDGE 12 ROOFING EL = 122-5" N565 Bggl.q) O 8 on i °o T.O. RIDGE ❑ooh EL = 117'-I" 4665 Sg86.6) =F o _ O 6TH LVL TOSF O0 00 EL = 114'-0" (0565 8g83.5) ❑°off 5TH LVL TOSF o(� O O O ILL EL = l0g'-(o" 0565 Sg7q) Oo 5TUGG0 SIDING Q \\ aQ� 4TH LVL MASTER TOSF 4TH LVL TOSF o� �J Q Q Q 5/4 x 6 CEDAR 1l L = 105'-0" N565 6874.5) EL = 105'-0" (USG5 8874.5) WOOD TRIM I I I OF a❑ 0 Q I I I oD0 3RD LVL MAIN T05F a I I I 3RD LVL MAIN TOSF EL = 100'-0" (U565 8g6q.5) Q F_�o - - - - EL = 100'-O" (USGS Sg6q.5) �O TIMBER LINTEL I I I I Q °O 0� ❑° ° °� LIND GLA55 V_ v Lu O OcQ❑°OO o / �❑ � B T T 17 1-1 T T o�C� BLOCK WINDOW5 3 0= / D loo \ °©O I I I I I ° Q 2ND LVL GARAGE T05F 3R0 LVL GARAGE TO SLAB I OQ \ 0 / QQQQ ©\ QO I L L 5 O I-I A ADD STONE VENEER - - - - - - EL = q5'-O" (U5G5 Sg64.5) EL = g5'-0" N565 Sg64.5) �- I-1 ° I-I -I- o° tu I I I I - I I ► o I I I I I I I I doododod O �' I °a oo °o coo I- -►- - - - - - - - - -i I - - -I I I I E==D C=o oQ Vl !L 15T LVL LOWER TOSF I I IST LVL LOWER TO SLAB tu EL = g0'-O" (U5658g5q.5) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL = qO'-O" N5658g5q.5) I ,- - I i � I = NOR7H BOUTH ELEVA71ON 50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 1;�ate: 3-22-04 Revised: CONSTRUCTION DOCUMENTS R Sheet Number: A5 , 1 "r T.O. RIDGE 12 EL = 12x'-5" (U565 SxxB.a) — — _ T — — — — — — — — — — — — — 8 T.D. RIDGE _ _ _ _ _ _ _ _ _ _ _ EL = 126'-5" (U5G5 8ga5.a) STUCCO CHIMNEY _ T.O. RIDGE _ EL = 124'-a" (U565 Saa4.2) d.T.O. RIDGE EL = 122'-5" (U565 8gal.a) _ u / \ 50 YEAR ASPHALT / \ DIMENSIONAL 5HINGLE ROOFING L—\ O H -TYP T.O. RIDGE / EL = 117'-I" (U565 8x86.6) GUTTER 6TH LVL T05F ' EL = 114'-0" (U565 8885.5) STUCCO SIDING 5TH LVL T05F 12 DOWN SPOUT EL = IOx'-6" (U565 8a•7a) 8 0 O PATIO 4TH LVL T05F I I \O \\ _ � - --_ 4TH LVL T05F EL = 105'-0" (U565 8a-74.5) \\ // - \ O \ EL = 105'-0" (U565 8x-74.5) ^ 5/4 x 6 GEDAR WOOD TRIM 3RD LVL MAIN T05F / EL = 100'-0" N565 8a6x.5) = - O — Off❑ / LANDSCAPE STAIRCASE ODD��O�D � �C—�� OO �G OO \ �0�00 ��000�F- 0 0°00==h D°oa0°o��- 5RD LVL GARAGE TO SLAB _ _ _ ❑��❑ tea❑ �O❑ ❑ Q O EL = x5'-O" (U565 8x64.5) O o O��D�OS 7�� \ I i I f I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I5T LVL LOWER TO SLAB - EL = ao'-o" (U5G5 8a5a.5) — — --j— _ _—_ __ _ _— - - - - — - - - - �- E - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � EAST ELEVATION • r SCALE. 1/4" = I'-O" • ` 12 Q Q 8 l O 1L m V 1.1..1 Lu .Y O°° V 1 1L Ul 6LA55 BLOCK WINDOW z ® 1-1-I 4- 4-Lj\ // -I- rt - ELH L10q'-O" N5G5 8x78.5) y 4TH LVL T05F EL = 105'-0" (U565 8a?4.5) 0000do�d00000doodo�do�d / _ od � ❑ oa❑ oa❑ oa❑ oa❑ oEl oa❑ oa❑ oa I 4 ❑ L� ��_��D��JD��_ODD��_OL7D� ° O °OH O°�a�0°D��D�o00�o�O°D - - • - I o 00 00 00 00 00 .. ao=po�po�po� pow o�dO�d ° _ - _ �d 5RD LVL MAIN TO5F I ° ° C]❑❑° ❑° EL = 100'-0" (UsGS 8a6a.5) o� o0 0 oflo °o 0o Date: �0 L1Oocp' ° O moo Oo° Oo° I f �°DO�CI°DO�o°D ��° ��°D��°D 5-22-04 oopoopoo \ a° poop�o oho C oho oC—o ��d� 2ND LVL GARAGE T05F - _ _ I _ _ _ _ _ _ _ _ _ _ _I f ❑ 0/ ❑° ❑°�C�❑° Revised: j EL = x5'-O" (USG58x64.5) 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z GON5TRUGTION DOGUMENT5 I I ( 15T LVL LOWER TOSF . _ - - _-- 1- - - - - - - - - EL = CIO'-O" (U565 8a5a.5) Sheet Number: ASST ELEVA710N - - - - - - - - - - - - - - - - - - - - -_ _ _ `- SCALE: 1/4" = I'-O" I EI- - - - - - - - - - - - I A 5 , -!2- FOOTING SCHEDULE CAST--IN --PLACE CONCRETE GENERAL STRUCTURAL NOTES 9ENERAL NDTES: NOTE CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - ACI 318-02 APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS OR 2,000 p.s.f. BEARING CAPACITY NO C01D JOINTS IN FND WALLS WITHOUT SPECIFICATIONS. PER LKP ENGINEERING, INC. GEOTECHNICAL PRIOR CONSENT OF ENGINEER OF RECORD. ALL SCABS ON GRADE ARE TO BE PLACED ON WELL COMPACTED BACKFILL REPORT 129,526 ON DESIGN LOADS: VERIFY ALL DIMENSIONS AND ELEVATIONS ARRANGEMENT AND BENDING OF REINFORCING STEEL WILL BE IN ACCORDANCE WITH ACI DETAILING A. LIVE LOADS USED IN DESIGN: V QA 20" CONt. x10" DP. (2)S CONT. PRIOR TO ANY CONST. MANUAL. LATEST EDITION. REINFORCING STEEL WILL BE NEW DEFORMED BARS. 1. ROOF - 80 P.S.F. NOTE Q 24" sq. x10" DP l3)+'4 EA WAY WALL ELEVATIONS AND STEPS CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE, WILL BE AS FOLLOWS: 2. FLOORS AND INTERIOR STAIRS - 40 P.S.F. ,a'heet 1 of 5 ARE TO BE FIELD VERIFIED SURFACE CAST AGAINST EARTH.....................3" 24" CONT. x10" DP. (2)+5 CONt. FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER - #6 OR LARGER..............2" 3. EXTERIOR DECKS 40�.S.P.S.F. - -� #5 OR SMALLER.............1-1 12" .�' � � U �° m REF. GEOTECHNICAL REPORT FOR 4. WIND — C rn n SLAB—ON—GRADE REQUIREMENTS. FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER - �' L, a, / A. - BASIC WIND SPEED - 85 M.P.H. -- C m WALLS, SLABS, JOISTS......3 4" B. - EXPOSURE C c C NON-CONTINUOUS ENDS OF TOP BARS IN GRADE BEAMS AND SLABS WILL TERMINATE IN A STANDARD N0 o m c FN D. WALL REINF. SCHEDULE: HOOK, UNLESS DETAILED OTHERWISE. 5. SEISMIC DESIGN ZONE - "C" , (20% SNOW LOAD USED IN DESIGN) L WHERE REINFORCING BARS ARE SHOWN CONTINUOUS, PROVIDE CLASS B TENSION LAP SPLICES (12" B. DEAD LOADS USED IN DESIGN: N � o FROST WALL 0' TO 4'-0" FOUNDATION WALL 0' TO 9' MINIMUM) EXCEPT WHERE NOTED OR DETAILED OTHERWISE. STAGGER LAPS IN SLABS AND WALLS. LAP _ `. -p o L BACKFILLED BOTH SIDES - BACKFILL ONE SIDE, SUPPORTED W.W.F. WIRE SPACING PLUS 2" (fi" MINIMUM). 1. A.00FASPHALT SHINGLES - 15 P.S.F. m C T HORIZONTAL AT TOP AND BOTTOM OF WALL 0 � 12 (1) #5 CON T. DETAIL AND PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING B. - LIGHTWEIGHT CONCRETE TILE - 20 P.S.F. � � " ® 24" O.C. & (1) #5 0 12" O.C. HORIZONTAL & C. - NORMAL WEIGHT CONCRETE TILE - 25 P.S.F. c � � w STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE. � „ c,,:(1) #5 24" O.C. VERTICAL (1) #5 12" O.C. VERTICAL BAR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES WILL HAVE PLASTIC OR RUBBER TIPS 2. FLOOR - N OR BE STAINLESS STEEL. A. - WOOD FRAMED - 10 P.S.F. B. - STEEL FRAMED - 10 P.S.F. m U-3 PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND 3. CONCRETE - 1 j ccI INTERSECTIONS OF FOOTINGS. A. - NORMAL WEIGHT - 150 P.C.F. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, B. - LIGHT WEIGHT - 115 P.C.F. DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE WILL a BE SUBMITTED FOR APPROVAL PRIOR TO PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS. DESIGN CODES: HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE (NOTE: CONTRACTOR IS RESPONSIBLE FOR CODE COMPLIANCE IN CONSTRUCTION) a DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS WILL BE MADE AT *ACI BUILDING CODE (ACI318-02) MIDSPAN OR POINTS OF MINIMUM SHEAR. *AISC MANUAL OF STEEL CONSTRUCTION (NINTH EDITION) SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS WILL BE LIMITED TO: *IRC 2000 EDITION SLABS ON GRADE - BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND 3600 SQ. FT. WITH MAXIMUM DIMENSIONS OF 60 FT., CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AT ONCE FOR PLACE IN LANE OR STRIP FASHION. RESOLUTION. VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS AND COORDINATE ANY ADDITIONAL STRUCTURAL MEMBERS INCLUDING SLABS, BEAMS, COLUMNS AND WALLS ARE DESIGNED FOR "IN PLACE" LOADS. REQUIRED OPENINGS WITH OTHER TRADES AND THE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS (AS REQUIRED AT ALL CONCRETE EXPOSED TO FREEZING AND THAWING WILL CONTAIN 5-7% ENTRAINED AIR. ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT. �1 ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE. CONTRACTOR SHALL COORDINATE OPENINGS AND IMBEDDED ITEMS NOTED ON CONSTRUCTION DOCUMENTS WITH �+�••� APPROPRIATE TRADE. CALCIUM CHLORIDE 1S NOT PERMITTED AS A CONCRETE ADDITIVE. ALL SHOP DRAWINGS SHALL BE REVIEWED BY ARCHITECT AND/OR ENGINEER PRIOR TO FABRICATION. 68'-7" STRUCTURAL ELEMENTS SHALL BE TEMPORARILY BRACED IN A MANNER TO RESIST WIND, EARTHQUAKE, AND SNOW LOADS OR COMBINATION THEREOF UNTIL WALL AND ROOF SHEATHING ARE SECURELY IN PLACE. 5'-8" 9'-0" 18'-8" 8'-4" 32'-7" Q . f AIPdiNC� g FOUNDATION NOTES: OCK RETAINING ALL Al. WALL WALL ELEti►ATIONS AND STEPS _ 55b 1 Q� ARE TO BE FIELD VERIFIED STEP T.O.W. p�+ A " S -B4O.F. 94'-0" T.O.W. 104'-0" GENERAL NOTES: T.O.W. 102 -0 *THIS DESIGN IS ONLY ONE PART OF CONSTRUCTION DOCUMENTS. NO CONSTRUCTION TO BE PERFORMED WITHOUT REVIEWING ALL PARTS OF THE CONSTRUCTION DOCUMENTS. ° " BEAM POCKET *THE TOP AND BOTTOM OF ALL FOUNDATION WALLS SHOULD BE BRACED PRIOR TO BACKFILLING. IF POSSIBLE T.O.W. 97 6 T.O.W. 99'-6" A STEP T.O.W. �- `� T O I I FLOORS SHOULD BE INSTALLED PRIOR TO BACKFILLING. *PLACE COMPACTED BACK FILL IN LIFTS ALONG ENTIRE LENGTH OF WALL. REFERENCE SOIL REPORT FOR SPECIFIC m I (-- T.O.W. 101'-6" COMPACTION REQUIREMENTS. 9 4 STEP T.O.W. STEP T.O.W. QA * P MEETING THE V �, 4 IoA LOAD BEARING COMPONENTS SUSCEPTIBLE TO WEATHER SHALL BE INSTALLED TO A DEPTH O GOVERNING MUNICIPALITIES REQUIRED FROST DEPTH AND TO A. MINIMUM OF SIX INCHES ABOVE `4 t- L_ y 4" REINF. CONCRETE SLAB ON GRADE. 10 4" REINF. CONCRETE SLAB ON GRADE. ,J 6X6-2.1X2.1 WWM CENTERED IN SLAB. *IF UNFORESEEN CONDITIONS ARISE, CONTACT ENGINEER OF RECORD. t 6X6-2.1 X2.1 WWM CENTERED IN SLAB. ao CUT OR SCORE JOINTS IN AREAS NOT TO 2 I I CUT OR SCORE EXP. JOINTS IN AREAS _. EXCEED 200 s.f. NOT TO EXCEED 200 s.f. STEP T.O.W. SLOPE SLAB TOWARDS DOORS. LATERAL*FOUNDATION TABILITY�S SHALL FTHIS IS NOT POSSIBLE,E, HE 'ENGINEER OF RECORD RSHAL BE CONTACTED. PROVIDE t S� (REF. 14/S5) A STEP T.Q.W. �O (REF. 14/S5) T.O.W. 10 '-0" 0 { FOUNDATION CONTRACTOR TO REVIEW ARCHITECTURAL PLANS FOR WINDOW AND DOOR LOCATIONS, BRICK LEDGE B I T.O.W. 90'-D" GA�7 { " LOCATIONS, AND PATIO SLAB LOCATIONS PRIOR TO FORMING FOUNDATION. r� T n T.O.S. 90'-0" *FOUNDATION CONTRACTOR TO VERIFY LOCATION OF ALL PIERS PRIOR TO FORMING AND POURING FOUNDATION. 2"0 TYP. I I STONE VENEER " I STEP T.O.W *ALL FOUNDATION WALLS TO SUPPORT LIGHT FRAMING SHALL HAVE PRESSURE TREATED SILL PLATE WITH 5/8"dia. O.F. 85-6 B.O.F. 89 -O'y x 10" LONG ANCHOR BOLTS 0 4' ON CENTER, MINIMUM 2 PER PLATE, MINIMUM 6" FROM PLATE ENDS, AND I i '`-T.O.S. 95'-0" STEP FTG. TO MINIMUM 7" EMBEDMENT. (TYP. U.O.N.), SEISMIC ZONE C&D TO HAVE 3/16x2x2 PLATE WASHERS 81 OS PROTECTION o STEP T.O.W. 1 ( *CLIENT HAS BEEN INFORMED OF THE RISK OF SLAB ON GRADE MOVEMENT DUE TO EXPANSIVE / CONSOLIDATING N SOIL, AND ACCEPTS THESE RISKS. STEP T.O.W 1 T.O.W. 92'-0" J © /-B.O.F. 89'-0" ( ( ''� *NO COLD JOINTS IN FOUNDATION WALL WITHOUT CONSENT OF E.O.R. 4T.O.W. 95'-0" 1 IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT/ENGINEER ' WILL BE NOTIFIED AT ONCE FOR RESOLUTION. ^ 1 r I I ! ALL FOUNDATIONS WILL BE CENTERED ON WALLS OR COLUMNS U.N.O. V 1 A I i3 r STEP T.O.W WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON ONE SIDE OF A GRADE BEAM OR WALL, THEY WILL BE S T.O.W. 95'-0" I Ik b { PLACED IN LAYERS ALTERNATELY ON OPPOSITE SIDES TO MAINTAIN LEVELS THAT WILL AVOID DISPLACEMENT OF, OR I +�` " + ` DAMAGE TO, THE WALLS OR BEAMS. B O. .F. 90-6 �` T.O.W. 95'- " WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON ONE SIDE OF A GRADE BEAM OF WALL, THE BEAM OR WALL t ® WILL BE ADEQUATELY SHORED AND BRACED OR THE MATERIALS WILL NOT BE PLACED UNTIL THE SUPPORTING } FLOOR SLAB HAS BEEN POURED AND SET. „ ©i CONTINUOUS FOOTINGS WILL BE STEPPED AT SLOPE OF ONE VERTICAL TO TWO HORIZONTAL. A FIXED STEP T.O.W. B.O.F. 89 -0 S '� i GLAZING 1 I 3 cJr, 3 tj SLOPE BETWEEN ADJACENT FOOTING OR EXCAVATIONS WILL NOT EXCEED ONE VERTICAL TO TWO HORIZONTAL. r i f � 55LQO STEP FOOTINGS DOWN AS NECESSARY TO MAINTAIN THIS SLOPE. (PEP, , i�GHITEGIUI. ) BLQCKQUT j EN-04 1 f 12 sq. I l o i LAP REQUIREMENTS: 40 BAR DIAMETERS ft cc `o ACCESS ) , o CORNER BARS REQUIRED OF SIZE AND NUMBER OF HORIZONTAL STEEL AT ALL CORNERS AND INTERSECTIONS. POSITIVE DRAINAGE SHALL BE PROVIDED AND/OR EXCAVATION PUMPING WILL BE REQUIRED DURING ALL PHASES. 00 WALL ELEVATI�ON5 AND STEPS STEP T.O.W. T.O.W. 94-0 in I I WALL t I WALL ELEVATIONS AND STEPS FILL AND BACKFILL SHOULD BE APPROVED BY SOILS ENGINEER, BE PLACED IN UNIFORM LIFTS AND COMPACTED ARE TO BE FIELD VERIFIED / ARE TO BE FIELD VERIFIED " I-'•` � � �- „ TO AT LEAST 95% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698. L �-B.O.F. 85 6 kPILASTER.1 8 4 / EXTERIOR SLABS ON GRADE SHALL BE UNDERLAID WITH GRANULAR BACKFILL NOTED ON FOUNDATION PLAN. WHILE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SAFE WORKING CONDITION AT UNDERGROUND EXCAVATIONS, THE FOLLOWING GUIDELINE IS PROVIDED FOR PLANNING PURPOSES: S$ 04 8'-4" 31'-i i" TEMPORARY CONSTRUCTION EXCAVATIONS DEEPER THAN 4 FEET SHOULD BE NO STEEPER THAN 2.0 HORIZONTAL TO 1.0 VERTICAL OR BE SHORED. SOILS BENEATH SLABS AND FOOTING SHALL BE PROTECTED FROM FREEZING. 18'-51- '01-11" 28'- " 1O'-7 " STRUCTURAL DRAWING LIST 68'-7" SI - FOUNDATION PLAN 62 - MAIN FLOOR FRAMING FOUNDATION PLAN 53 - UPPER FLOOR FRAMING 64 - ROOF FRAMING 65 - STRUCTURAL i.>ETAILS #04130 FLOOR FRAMING NOTES: ®— INDICATES INTERIOR BEARING WALL. — INDICATES BEARING WALL ABOVE. ® — INDICATES POINT LOAD ABOVE. PROVIDE SQUASH BLOCKS, R MULTIPLE STUD STACK, TO MATCH COLUMN SIZE ABOVE a CONTINUOUS TO FOUNDATION. — INDICATES SIZE OF COLUMN ABOVE OR BELOW. Sheet 2 of 5 1. "1" JOISTS AS MANUFACTURED BY TRUS JOIST MACMILLAN. USE OF LOUISIANA PACIFIC, GEORGIA PACIFIC, OR BOISE CASCADE BRAND "I"—JOISTS SHALL BE EQUAL OR BETTER THAN TJ 6 m w BRAND IN STRUCTURAL PROPERTIES. C C Po, 0, morn � 2. FLOOR JOISTS SHALL BE DESIGNED AND FABRICATED FOR L/480 LIVE LOAD DEFLECTION. C JOISTS ARE CONTINUOUS WHERE SHOWN ON PLAN. > I 3. LAMINATED VENEER LUMBER (LVL) 1-" WIDE PIECES SHALL BE TRUS JOIST MACMILLAN D 5 X 0 MICROLAM (ML) OR U1 E :OT c CD EQUIVALENT MEETING THE FOLLOWING MINIMUM SPECIFICATIONS: 1" o . Fb = 2,600 PSI C m E Fv = 285 PSI E = 1,900 KSI m m NE 4. ALL 2 AND 3 PLY 1-" LVL MEMBERS SHALL BE GLUED AND NAILED TOGETHER WITH A ROW OF I q s (4) 16d NAILS VERTICAL AND 16" O.C. HORIZONTAL. ALL 4 PLY MEMBERS SHALL BE GLUED AND g r THROUGH BOLTED, STAGGERED TOP AND BOTTOM WITH WO BOLTS AT 16" O.C. W o c S5 +� h 5. ALL HEADERS TO BE (2) 200 (U.O.N.) ALL HEADERS 4'-0" OR LESS SHALL BE SUPPORTED ° 3 BY (1) 2x TRIMMER AND (1) 2x KING STUD o w° y EAR DIRECTLY ON 71 STEEL HEADER BEAM POCKET ALL HEADERS OVER 4'-0" SHALL BE SUPPORTED 5� �,� � A x KING STUDS r r BY (2) 2x TRIMMERS AND (2) 2 I G S S �� 6. BLOCK SOLID UNDER ALL STRUCTURAL COLUMNS TO STRUCTURAL BEAM OR FOUNDATION BELOW. lux fi ? 7`� 7. FRAMING LUMBER: 5= 5" A. FIR BEAMS SHALL BE HEM—FIR #2 OR BETTER (U.O.N.) � �O� �Gk. O6' s� RR f�fG 1. Fb = 850 PSI �4 .p 2. Fv = 75 PSI 4 1�4' x11 " LVL 3. E = 1,300 KSI + B. GLUE LAMINATED BEAMS SHALL HAVE MINIMUM PROPERTIES AS SPECIFIED BELOW (U.O.N.) 1. Fb = 2,400 PSI o OLUMN ABOVE O w 2. Fv = 190 PSI x 1021 UT 1,800 KSI C. STUDS SHALL BE HEM—FIR STUD GRADE (U.O.N.) LEDGER N o OLUMN ABOVE 1. Fb = 675 PSI PER FRAMING N NOTES 4� x X o 3. E = 1,200SKSI c� D. POSTS/COLUMNS SHALL BE HEM—FIR #2 OR BETTER (U.O.N.) SOLID STEEL SHIMS 1. Fb = 850 PSI io jr, " " 2. Fv = 75 PSI 0 U B VE BETWEEN BM.s MIN. 4x4 a OLID STEEL SHIMS 3. E = 1,300 KSI o +- 7 " W 10X49 FL H N BETWEEN BM.s MIN. 4"x4" E. DECK JOISTS AND BEAMS SHALL BE DOUGLAS FIR—LARCH #2 OR o a ee 2 SPAN (TYP. 0 STEEL) PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER (U.O.N.) S 1. Fb = 900 PSI X �LWSH 4 x 3. E = 1,, 600SKSI o T31 210 �- ► x RG• WAL 117 a OLUMN AOVE 8. FOR DECK JOIST SPANS UP TO 9'-0", ATTACH A 2x LEDGER (DEPTH TO MATCH JOIST DEPTH) TO EXTERIOR RIM JOIST WITH (1) Y"0 BY V2" LONG LAG BOLT SPACED AT 16" O.C. STAGGERED LANSCAPED ROCK SPACING. (U.O.N.) E H m STAIRS 9. FOR DECK JOIST SPANS FROM 9'-1" TO 16'-0", ATTACH A 2x LEDGER (DEPTH TO MATCH JOIST LEDGER � ,, ka DEPTH) TO EXTERIOR RIM JOIST WITH (2) Ys"0 BY V2" LONG LAG BOLT SPACED AT 16" O.C. PER FRA NG SPACING. (U.O.N.) NOTES fig. �c,. UP 10. RIM BOARD SHALL BE %4" THICK TIMBERSTRAND. t x 4 1 x16_L 1 4 x 1 HD R. 11. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RESIDENTIAL FRAMING OF "I"—JOIST AND LVL r PRODUCTS INCLUDING: JOISTS, BRIDGING, BLOCKING, WEB STIFFENERS, AND HANGERS. DETAIL °� 9 SHEETS SHALL BE SUPPLIED WITH PRODUCT. III V S� S 12. FRAMER RESPONSIBLE FOR MISSING PLUMBING AND HEATING RUNS. REFER TO MANUFACTURER'S SPECIFICATIONS FOR HOLE CHARTS. DO NOT CUT "I"—JOISTS OR LVL BEAMS. 13. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS TO BE FRAMED WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. (U.O.N.) 14. FLOOR SHEATHING SHALL BE -Y4" APA RATED SHEATHING GLUED AND NAILED WITH 10d NAILS AT 6" O.C. PERIMETER AND 12" O.C. FIELD. 15. ALL EXTERIOR WALL SHEATHING SHALL BE (s" APA RATED SHEATHING AS SPECIFIED BELOW 8d all NAILS AT 6" O.C. PERIMETER AND 12" O.C. FIELD. 16. ALL INTERIOR WALLS SHALL BE Y" DRYWALL AND ATTACHED AS SPECIFIED BELOW. A. 6d COMMON NAILS AT 4" O.C. PERIMETER AND 8" O.C. FIELD, —OR- B. %" #6 DRYWALL SCREWS 0 4" PERIMETER AND 8" O.C. FIELD V STRUCTURAL STEEL r_N MAIN LEVEL FLAMING PLAN LATEST A.I.S.C. MANUAL AND SPECIFICATIONS APPLY. S2 1411 a 11_011 WELDING ELECTRODES WILL BE E70XX. WELDS TO BE 1/4" U.N.O. _ �w s ALL WELDING AND TESTING OF WELDS WILL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING WILL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES IN THE TYPE OF WELD CALLED FOR. ALL FULL PENETRATION WELDS WILL BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING LABORATORY PER SECTION 306 OF THE UNIFORM BUILDING CODE. UNLESS DETAILED OTHERWISE, ALL BEAM CONNECTIONS WILL BE DOUBLE ANGLE CONNECTIONS WITH A325N BOLTS IN ACCORDANCE WITH "PRE— DESIGNED BOLTED FRAMING ANGLE CONNECTIONS" BY A.I.S.C. WELDS AND ANGLES DESIGNED TO DEVELOP THE LISTED CAPACITY MAY BE USED INSTEAD OF BOLTS. CONTRACTOR WILL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL STEEL IS PLUMBED AND SECURED. FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL WILL NOT BE MADE WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL OF THE ENGINEER. 4107104 ALL BEAM COPES MUST BE MADE TO A RADIUS (1" MINIMUM). INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE I.C.B.O. REPORT RECOMMENDATIONS. a #04130 x NAILING SCHEDULE JOIST TO SILL OR GIRDER, TOENAIL.................................................. 3 8d BRIDGING TO JOIST, TOENAIL EACH END............................................ 2) 8d SILL- PLATE TO JOIST OR BLOCKING, FACE NAIL................................16d 0 16" O.C. TOP PLATE TO STUD, END NAIL.......................................................... 2 16d STUD TO SOLE PLATE..........................................................................�4 8d TOENAIL OR (2) 16d ENDNAIL DOUBLE STUDS, FACE NAIL.................................................................16d 0 24" O.C. DOUBLE TOP PLATES, FACE NAIL........................................................16d 0 16" O.C. Sheet 3 of TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL.........................(2) 16d CONTINUOUS HEADER, TWO PIECES.....................................................16d 0 16" O.C. ALONG EACH EDGE C 0 E ROOF JOIST TO PLATE, TOENAIL.......................................................... 3) 8d 'r` � u� rn 8 CONTINUOUS HEADER TO STUD, TOENAIL............................................ 4 8d o m ROOF JOISTS, LAPS OVER PARTITIONS, FACE NAIL............................. 3) 16d ROOF JOISTS TO PARALLEL RAFTERS, FACE NAIL............................... 3 16d BUILT UP CORNER STUDS AND COLUMNS............................................16d 0 24" O.C. BUILT UP BEAMS...................................................................................16d 0 24" O.C. E LL 0 3/4" (40/20) CDX T&G PLYWOOD SUBFLOOR.....................................8d 0 6" O.C. PANEL EDGES L 8d 0 12" O.C. AT INTERMEDIATE FRAMING (GLUE TO SUPPORT C 0° r E FRAMEWORK WITH CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE) com 5/8" (32/16) CDX PLYWOOD ROOF SHEATHING..................................8d 0 6" O.C. to AT PANEL EDGES, 8d 0 12" O.C. AT INTERMEDIATE FRAMING N `O 1/2" (32/16) CDX PLYWOOD WALL SHEATHING............... (SEE SHEAR WALL SCHEDULE) 10 N AT PANEL EDGES, 8d 0 12" O.C. AT INTERMEDIATE FRAMING C o a (BLOCK ALL PLYWOOD EDGES) .T.._ +� ( FRAMED STUD WALL SCHEDULE a rM v 1t (- ---- -- -- --- -- ---- ----�- --- 7 " V STUD HEIGHT REQUIRED STUD LAYOUT UP TO 8'-0" 2x4'S 0 16" O.C. STUD GRADE -1� a 8'-0""TO 10'-0"0"" 2x4'S 0 16" O.C. NO. 2 LINE OF 10-0 TO 14-0 2 2x4 S 0 16 O.C. N0. 2 FLAT �_____ .,� L_ _ GEILING 14'-O" TO 18'-0" 2x6'S 0 16" O.C. N0. 2 o N m I.C. l I ---- — I REQUIREMENTS BLOCKING RE � Q LINE OF PATIO 6" 1 INT R106E FULL DEPTH JOIST BLOCKING SHALL BE PROVIDED 4T - /EL 2t0 0 1 40Q L _O A13V BETWEEN JOISTS AT BEARING SUPPORTS WHEN 3 LE L EL- A �.�.,•G�Q�� THE CONDITIONS BELOW ARE PRESENT. LIMN L �G 6\" LINE OF 1. BEARING WALL ABOVE VAULTED GEILINC7 RIDGE ,_ 2. JOIST BREAKS OVER SUPPORTS ROOM � N � Ow A AV ��LDEU I� � � _ '/ � Ai3V _ 3. CANTILEVER CONDITIONS cv ___ _ 3. JOIST SPANS OVER 8'-0" Q `v >x __ DN 1 s _—__- (ATTACH HANGER OOF GLU-LAM) _ SINE OF \� RIDC7E NT ENTR-'' IC lorc NSA I AIH FLAI GEILIN5IT-O" I o I o o w o Q x10 INI;�Sc� CI� I �� I Room KITCHEN ✓ \ DN i I � FRIG / LINE OF STONE qv VENEER ___.... / r 3 UPPER LEVEL FRAMING PLAN i 4/07/04 #04130 ROOF FRAMING NOTES: INDICATES OVERFRAMING 1. ROOF SHEATHING 15/32" (32/16 SPAN RATING). STAGGERED PANEL END JOINTS AND FASTEN WITH ERIMETER AND AT INTERMEDIATE FRAMING. 2. ALL HEADERS TO BE (2) 2x10 (U.O.N.) 3. ALL POSTS SHALL BE (2) 2x (U.O.N.) Sheet 4 of 5 ALL HEADERS 4'-0" OR LESS SHALL BE SUPPORTED BY (1) 2x TRIMMER AND (1) 2x KING STUD m 00 E N n v ALL HEADERS OVER 4'-0" SHALL BE SUPPORTED m � c BY (2) 2x TRIMMERS AND (2) 2x KING STUDS > U-3 tU o co c 4. OVERFRAMING SHALL BE 2x6 MINIMUM AND SHALL °� BE POSTED DOWN TO MAIN TRUSSES ON GRID, 7 x u NOT TO EXCEED 4'-0" x 4'-0" (16FT 4) ` E if T3 o in • C 00 E U t p • � o !JJ L C L HANGER SCHEDULE L �p rn ai 3 � C TYPICAL FRAMING HANGERS SIMPSON/STRONG-TIE or EQUIV. to Q� � a (9-1/2- DEPTH) U j N a 1. 1-1/2" WIDE - FACE: IUT29, TOP: ITT29.5 2. 1-3/4" WIDE - FACE: IUT9, TOP: ITT9.5 Q 3. 3" WIDE - FACE: U210-2, TOP: MIT29.5-2 4. 3-1/2 WIDE - FACE: U410, TOP: MIT49.5 o -` (9-1/4" DEPTH) 1. 1-1/2" WIDE - FACE: HU210, TOP: JB210 2. 3" WIDE - FACE: HU210-2, TOP: HUS210-27 (11-1/4" DEPTH) 1. 1-1/2" WIDE - FACE: HU212, TOP: JB212 2. 3" WIDE - FACE: HU212-2, TOP: HUS212-2TF 1� (11-7/8" DEPTH) ULTURED STONE ra 1. 1-1/2" WIDE - FACE: IUT211, TOP: ITT211.88 ON CHIMNEY ABOVE �� ti �' . 1-3 4" WIDE - FACE: IUT11, TOP: ITT11.88 rT a �' 2 13 13 " L L �' 2 2xi0 2 2x `L __ _ _ . 3" WIDE - FACE: 0210-2, TOP: MIT211.88-2 F�1 . 3-1/2" WIDE - FACE: U410, TOP: MIT411.88 . 5 1/4" WIDE-FACE.HU5.31/11, LSU5.12 ROOF CO 2 2 2 12 / 1 (14" DEPTH) � 1. 1-3/4" WIDE - FACE: IUT14, TOP: ITT14 ' GLILTNG ( N TE: 2. 3-1/2" WIDE - FACE: U414, TOP: MIT414 _ 2 1 E: 6" 0. 13I' Y L 6HIM Y ( / I P. N I Ex ROOF GRIG T / NOTE. L NE OF +rO 2x12 0 16" O.C. � � I RIDGE � l NOTE: TYP. U.N.O. al/ cl, � � v� � - I � � TYP2 U.N.O." O.C. k<�� PITGN 8:12 PITGH ��4 1 �c . f } ER RAE - H L F\/El �- BEDROOM a RY i7 D0 81.E - =a-ra.o _ ' ;� E1� ti+� v LTED IuNO N �o� `' NOTE: PEN O cv I 6Tt 1 I - N / " _ y + � GABLE WALLS TO BE 11 gEL© " n °' BALLOON FRAMED GLI, —LAM 2 510_D FP Z i v s N � J ME O � Ir 2 4 Li r_4 H � hL 1 � 6 ` 'op LL . ?� 6N X21", LU- M `p m/ RDO Mull o v 6'a BELa \` A5 ER N � CV / 1it { J FL r GEILI T-0"i cif',,, / �✓ 2 12 2 2x 12 / L LSSU2 0 TYP. r RAFTE HANGER `14 / '� �'O_. LSSU 10-2 DBL. MEMBERS .� o ) { N NOTE: 2 1374 x 2 LVL �, 2 1 4 1 8 LV x rM cij cv 2x12 0 16" D.C. ENTRI I - x12 GLU-LkM J.N.O.N.O. ROO RIDGE BELO S� Sa N (,1� f71� N O N sp -00 h l ROOF FRAMING PLAN ,= 4/07104 M4 #04130 F a 2"x&" -6 i6" O.G. __\\ 2"x6" 0 x6 CAD 16" O.C. 1/2" CDX PLYWOOD 3/4" CDX PLYWOOD 5/8" DIA.x10" ANCHOR BOLTS � 36" O.C. i/2" DIAx10" LONG ANCHOR BOLTS EXTERIOR STUD WALL--., CONCRETE SLAB (SEE PLAN) g 36" O.C. W/ 2"x2"x3/i6" SQUARE WASHERS P.T. TREATED 2"x6" WITH SHEATHING PER TREATED 2"x6" SILL PLATE FRAMING NOTES 4" COMPACTED GRAVEL 1/2" EXPANSION JOINT 4" CONCRETE SLAB PROVIDE BLOCKING „ Q • 2x12 � 16 O.C. CONT. RIM JOIST FLOOR SHEATHING �`--2-S CONT Sheet 4 of 5 • PER PLAN 4 2"x6" e� 16" O.C. 2 -0 00 iv Q- C Q1 r 0 Lu ED � rn FINISHED GRADE N 8" CONCRETE WALL WITH C 0 MIN. 10% SLOPE *4 a 18 O.C. BOTH WAYS Q� OF c AWAY FROM FND $ FLOOR DETAIL 13 DETAIL � . ° FOR FIRST FIVE - 2-#4 CONT. S5 ,� FEET 0 3/4 UNDISTURBED SOIL FLOOR JOIST `D m PER PLAN APPROVED JOB � ; � � (PERP. AT SIM.) ro" S" ro" FABRICATED o C 12 SCREED KEY •� N a LO 2x TREATED PLATE N o w w/ Y"DIA. x 10" 4 INTERIOR FND. WALL DETAIL T84x4x"� ANCHOR BOLTS PER d as d e 4 N W U GENERAL NOTES S5 3/4» a 11-011 W � a 0 „ PLACE FLOOR SYSTEM 5"x1/2"x0'-10" PLATE WITH ��T��r� r ��i��i,�r ,` �r�� r r. r�r�r�rr r rr��r r�`i ��, z AND SUBFLOOR PRIG HORIZONTAL REINFORCING 4" CONCRETE SLAB � �.fiii,.��.� ��i �� .� r , i��✓i ��ri�i, ili;ii lit 3 t TO BACKFILLING (REF. SCHEDULE FOR SPECS) 2x6 WALL 2-3/4" DIAxi2" ANCHOR BOLT K HOLD 1Y2 COVER ON INSIDE CONSTRUCTION JOINT 6 6 REF. PLAN FOR FACE STONE VENEER (� FLOOR JOIST PER PLAN WALL HEIGHT `—� SEE PLAN FOR SLAB AND THICKNESS VERTICAL REINFORCING AND REINFORCING (REF. SCHEDULE FOR SPECS) HOLD 1Y2" COVER ON INSIDE 2x TREATED PLATE "Af-FACE w/ Y2"DIA. x 10" ° d v ° ANCHOR BOLTS PER CONIC. 3 GENERAL NOTES S5 (1) #4CONT. ADDITIONAL ir�rrrr�i�i�ir�rrrrr r r� rr ,�irrrrr,� FINISHED GRADE MIN. rs_,� STEEL C 0 L. O N FND. DETAIL T A t L ��/i�i��. OTTOM OF FOOTING MUST 10% SLOPE AWAY FROM CONTROL JOINT CONTROL JOINT BEAR AT FROST DEPTH, FND. FOR FIRST FIVE FEET 3/4" 1'-0" SCRIP OR TROWELEP AND TOP OF WALL MUST BOTTOM OF WALL MUST BE MIN. 6 ABOVE FINAL BEAR AT FROST DEPTH, 14 D E T A I L • GRADE. (UNLESS OTHERWISE AND TOP OF WALL MUST NOTED ON PLAN) BE MIN. 6" ABOVE FINAL 85 GRADE. (UNLESS OTHERWISE NOTED ON PLAN) 16d @ 4' D.C, JOIST PER PLAN 4" REINFORCED CONCRETE SLAB ON GRADE or STRUCTURALLY HORIZONTAL REINFORCING SUPPORTED FLOOR SYSTEM BY . - - - - L OTHERS (REF. SCHEDULE FOR SPECS) • • ERTICAL REINFORCING + (REF. SCHEDULE FOR SPECS) SIMPSON A35 @ 48' D.C. FOOTING PER PLAN FOOTING PER PLAN 1/2' CDk PLYWOOD 1 WALL DETAIL 5 WALL w/ STONE CRAWL SPACE DETAIL 85 3/4" n 1'-0" 2X6 @ 16' D.C. 2x TREATED PLATE 10 END WALL FLOOR BEARING w/ Y2 DIA, x 10 ANCHOR BOLTS PER STONE VENEER GENERAL NOTES (1) #4 CONT. ADDITIONAL 1''� 4" REINFORCED CONCRETE BEAM POCKET 1/2" ROOF SHEATHING SLAB ON GRADE or STRUCTURALLY SIMPSON LLIS210 SUPPORTED FLOOR SYSTEM BY �''0" 3'-0" PER PLAN OTHERS (FLOOR SYSTEM BEARS ON 2"x10" OUTLOOKER X24" O.C. TOP OF WALL AT SIM.) (2) #5 BARS PROVIDE BLOCKING _ EXTEND OUTER BAR FINISHED GRADE MIN. CONT. PAST POCKET w 10% SLOPE AWAY FROM N FND. FOR FIRST FIVE FEET BOTTOM OF WALL MUST ° BEAR AT FROST DEPTH, M " 2-2"x10» AND TOP OF WALL MUST �1 #4 X 48 BE MIN. 6" ABOVE FINAL SIMPSON H2B CLIP GRADE. (UNLESS OTHERWISE NOTED ON PLAN) • • (1) #4 BAR EACH HORIZONTAL REINFORCING SIDE OF POCKET 2"x6" 0 16" O.C. (REF. SCHEDULE FOR SPECS) • L • ERTICAL REINFORCING (REF. SCHEDULE FOR SPECS) 6 BEAM POCKET DETAIL 11 OUTLOOKER DETAIL a FOOTING PER PLAN es 3/411 16.011 SBI 2 WALL w/ STONE BASEMENT DETAIL 1/2" ROOF 5HEATHI 2"x10" di 24" O.C. PROVIDE BLOCKING SOLID BLOCKING REQUIRED OVER ALL SUPPORTS CONCRETE SLAB FULL WI TH 2X PLATE (SEE PLAN) ATTACH WITH 2" P.A.F. 4107104 0 24" O.C. STAGGERED 03 DOWELS ai 18" O.C. JOIST TRUSS » g DROPPED STEEL BEAM SIMPSON H2B CLIP I8» F (RE . FRAMING) PLAN LAN FQ R SIZE SEE ARCH. 2"x6" a 16" O.C. (OR BEAM PER PLAN) DRAWINCsB 3 GARAGE SLAB EDGE DETAIL `� DROPPED STEEL BEAM DETAIL 12 ROOF DETAIL as #©4130 r e / G n / x 7965,3'\\ G / _ CONCRETE RETAINING WALL \\ ti0 STONE VENEER d GONG \ �v / �G^Q I BA G LK RETAININ \ '10.01 \ . T.O \ . �\ TAB / v BUILDING FOUNDATION OUTLINE �o T.O.W.' 645 x 7964,8' \\ 12 5.0�w� 64.01 \ 7 \ / B.O.W. \ %0 0 5 NON 74.0 5TOW 0 E PHONE BX / METE PIN AND AP F� � �C E) / C�U� CIS EL — 1271—II" sGs-►aa-r.o) bJK O 10 �J \ \� \ //6 CO •S, ` 6 \ / = 12T-1 1"\ DRIVEWA \\ DISTURBANCE 2ND `'G}IRAG L Q 4.5 / , •5 ASPEN �fA R L q7 / \ NO FENCING 3 /d 62.0, STORAGE f \\\ \ 72 // ( /�\ EL = 126'-5" PHONE BX\\\ \ HYDRANT 5.O' TOV-C M1I.DEY' LIGHT / 15T - L R LEVEL (154.5 ,-, �\ f�_ERO510N 3RD - M LEVEL 964.5 HAY BALES /Q�747 EL = 122'-5" p00 WAY // � MANHOLE \ 0 -1aa1.a o ,� STORM/ BENCHMARK l `�• \ \\ SIONIN // ELEVATION = 7(157.7' tu Q EDGE OF PLOWED \ OAS DRIVEWA ` \ \\ SNOW Y FOR METER \\ o a ,Vb ` LOT 10 d&TORAGE i CULVERT CONNECT O �QQL_.�\j QQ� / BPS CULVERT n \ Q ❑ ��❑0 RO K , � /1..- y. TO STORM Z -` \ �� 0Q MULCH �� G GRATE — I- - °oaD� 7CT . =-I z (� • =/ 4' GONG PAN W/ •� O � 0.4' 6 / 2" INVERT I . .7(158A, NO HEAT IN PAN u W BUILDING I o�� VQC' X20 l FOUNDATIO p. S m OUTLINE I EXTERIOR LIGHT LEGEND QTY / �ij � ly _1 UPPER Lot I O LEVEL �� 5-18, 0 O S ~ o OVERHEAD CAN LIGHT Cl DECK R� L ^p� ,ZO QQ J, S O 6 WALL MOUNTED FIXTURE 14 QS 0 `C V 1 -1 1L OVERHEAD PEDULUM LIGHT - I / o J IN AND G�k O {Ci4 Z 5. s \ 1120 / / S X � NOTE: VP O ALL EXTERIOR WALL MOUNTED LIGHTING FIXTURES TO BE In and ca / INSTALLED 7'-O" AFF P P ALL OVERHEAD CAN CONNECT TO 5: S LIGHTING TO BE IN SOFFITS EXISTING CULVERT LEGEND I SYMBOL QTY NAME SIZE ORIGINAL AREA CALCULATIONS REVISED AREA CALCULATIONS 5 ROOKY MOUNTAIN JUNIPER 5 GAL. VAULTED AREA > lb'-O" = 353.050 FT FUTURE BALCONY =100.00 50 FT � I 7r:/LAN=*CA1mE PLAN 4 REDTWIG DOGWOOD 5 GAL. GARAGE = 600.0 5q, Ft •= 235.05q Ft (835.0 50 FT TTL) GRAPHIC SCALE Hate: 6 LOWER LEVEL G.R.F.A. = 421.4 5q. Ft = 880.0 5q, Ft COLORADO BLUE SPRUCE 10'-14' HGT MAIN LEVEL G.R.F.A. = 1617.6 5q Ft = 1714.0 5q, Ft 'o o s �o so ao 4-241-04 UPPER LEVEL G.R.F.A. = 528.0 5q• Ft = 658.0 5q, Ft TOTAL G.R.F.A. = 2566.0 5q, Ft = 3940.0 Sq, Ft IN FEET ) Revised: 8 NORWAY SPRUCE 8'-10' HGT BUILDING FOOT PRINT = 1714.0 Sq. Ft. = 1714.0 Sq. Ft. 1 inch = 10 ft. LOT AREA = 8570 Sq• Ft = 8570 5q, Ft a/:27/04 j SOD 51TE COVERAGE = 20 % GON5TRUGTION DRIVEWAY AREA = 1634.2 5q, Ft TOPOGRAPHIG SURVEY DOGUMENT5 ALL UN50DDED DISTURBED AREAS TO LEGAL DESCRIPTION: PERENNIAL FLOWERS BE RE-SEEDED WITH NATURAL LOT 9, BLOCK A, A RESUBDIV1510N OF VAIL DAS 5GHONE, FILING NO. I, GRA55E5 AND WILDFLOWERS ACCORDING TO THE RECORDED PLAT THEREOF, EAGLE COUNTY, COLORADO. Sheet Number: A1 . 1 r ,KT.O. RIDGE EL = 127'-11" (U565 7aa7.4) T.O. RIDGE EL = 126'-5" (u565 -mcac) 30 YEAR ASPHALT 44T.O. RIDGE 12 ROOFING NAL SHINGLE EL = 122'-5" N565 7aa(.a) 0 8 _ D ' ,I,T.O. RIDGE O°o� _ EL = 117'-I" (US65 7x86.6) 12 06 ` ` 6TH LVL T05F oo°� EL = 114'-0" N565 7,5183.5) 0°0� _ =F- \ / / : 5TH LVL TOSF o❑❑ ® o OO OO EL = 10q'-6" (U565 7g7q) _ \\ �D // \\ - // \\ // \\ r STUCCO SIDING Q \\ • o°o / \ / \ / \ ul Q _ - 4TH LVL MASTER T05F 444TH LVL T05F ❑�° \ / OS \ ON / \ ©/ 5/4 x 6 CEDAR L = 105'-0" (0565 7x74.5) EL = 105'-0" (USES 7g74.5) �° \ / WOOD TRIM Q jo 0 cm I II oo 3RD LVL MAIN TOSF I I I o o � -1 5RD LVL MAIN TOSF O e Z 1L Q EL = 100'-O" (1J565 7g6q.5) ' I EL = 100'-0" N565 7gbq.5) D° ` ❑� n�o� '• I - - - - � I °� TIMBER LINTEL o D°°Eo i i F] ❑o ❑o° o 0 0 0 �a�� \ / \ / \ o BLIND 6LA55 lu _V Lu D °O� BLOCK WINDOWS D I _I _ 2ND LVL 6ARA6E T05F 3RD LVL GARAGE TO SLAB I a�° O o 0 '� ---_ _ _-_- _ _-_ _ _ __ _ _ _ _ _ _ �o \ \ \ ®i \ Oi D STONE VENEER '"� - - - - - - - - - - - - - - -- - - - - - EL = q5'-O" NS65 7864.5) EL = q5'-O" (0565 7864.5) I a`� \ // �� © \ oU \ / ° \ / O o�- a < I I I doodood 0) Q } - - - - - - - - - I I I I oo�000000 O - - - - - - - - - - - � I - - -I I I I ° ❑ 1L 15T LVL LOWER T05F I IST LVL LOWER TO SLAB �o 0o Q EL = q0'-O" N565 7g5g5) '--- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - I EL = q0'-O" N565 7g5q.5) I Z -- ---- ---- I I O I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NORTH ELEVAT I ON SOUTH ELEVA71 ON= 50ALE: 1/4" = V-O" SCALE: 1/4" = 1'-0" Ate: 4=-gal-04 8/27/04 GON5TRUGTION DOGUMENT5 Sheet lumber: A5 . 1 / " ' ^ , v ~~ 5TUGGO CHIMNEY 30 YEAR ASPHALT ROOFINry ,KT.O. RIDCvE ILL\ STUCCO 51DIN6 PATIO HH Lil 5/4 x 6 CEDAR HOOD TRIM ,K3RD LVL MAIN T05F can. IL r EP OF- A,5RD L\/L CvARAC7E TO 5LAE3 JE \ (D f X� -"IT- )PC �RF=--- —71 %'VFI = q5!-O" N565 -7clb4.5) Fr— .=I - I i I LLJILLJ LLL=- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - | -' � - - - - - - - - - - - - - - - - - - -\\-'- - - - - - - - - - - - - - - - - - - - - - - � �;TL��- L��Y0EF� TO SLAB qO,-o^ (U56S7�� '- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ; S U ELEVATION_ 50A-E, 1/4" |-O" tu tu tu V- Lu ul C= v d3 tu F 00 r- I - Lj --)LD =ff[p t�==Cl �P=�opvlr L-Ju Eju ' " ' | � | '� � | '� 2NVL}A- (5vmRAC7ElOSF ' _ _ _ _ _ _ _ _ _ _ - - ---- | L-ju Revised: %VEL q!5,-o,, (U565lqr94.5) �'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L | � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � { � ' | | ' | | ' | | | / 15T LVl' LOIAER TOSF - - - - - - - - - - - --�T- - - - - - - --- - - - - - - - - - - -- -- -- -- -- - �� ` tL = qO�O^ N565 '��.� Sheet Number:AEST ELEVATION E - - - - - - - - - - - | | | � � | ��L�: �� » . | / / ' � _- -- -- -- -- __ _- __ __ _- -_ -- � _ - - - - - - - - - - - - _ / ' ^ 'A 5 \ /