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Vail Village Filing 3 Block 4 Lot 1.pdf
�- Town of Vail Building Safety & Inspection Services Div . , Comm . Dev . Dept . "' 75 South Frontage Road Vail , CO 81657 r� ( 970 ) 479 - 2321 FAX ( 970 ) 479 - 2452 � Plan analysis based on R ,� the 1997 Uniform Building Co�ie ,. Project Number : B99 - 0156 Date : July 13 , 1999 Project Name : Ron Byrne Primary Dwelling Address : 381 Beaver Dam Circle Contractor : Peak Builders Occupancy : R3 , U1 Architect : Resort Design Collab Construction : V - N Engineer : William H . Newell Report By : Gary � Goodell 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 . Portions of the material contained in this proqram are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . - -- --- --- ----- - - - - - -- - - - - - --- -- - - - - -- ----- - - --- - -- --- -- -- --- - -- - - -- - - - - - - -- --- - - --- - - - - - - - - - - - - ----- - - --- ------ ----- ---- - - - --- ------ ----- - SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 26 . 0 Feet 26 . 0 Feet EAST Prop.erty line 60 . 0 Feet 60 . 0 Feet SOUTH Public way 84 . 0 Feet 59 . 0 Feet WEST Building 44 . 0 Feet 22 . 0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 - A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No . EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No ' SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required � R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For Bearing Non - Bearing Opening Construction Parapet , Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No ' U1 0 hour 0 hour None Any No � � None - - No fire protection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 / 4 hr fire assemblies . 50 % of the area of the wall maximum . - - Table 5 - A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq . ft . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openings are not permitted in this wall . � FL NAME AREA MIN . LIGHT MIN . VENT NO . EXITS EGRESS .� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Garage 600 . 0 . 0 1 No � 2 Hallway 133 . 0 . 0 1 No 2 Master bedroom 260 26 . 0 13 . 0 1 Yes „ 2 Master bath - 126 . 0 6 . 3 1 No ,: 2 Master Closet 78 . 0 . 0 1 No � TOTAL FOR FLOOR 1197 1 � 1 Entry & Hall 304 . 0 . 0 1 No 1 Bathroom 33 . 0 1 . 65 1 No 1 Coat Closet 55 . 0 . 0 1 No 1 Laundry room 67 . 0 3 . 35 1 No 1 Family room 289 28 . 9 14 . 45 1 No 1 Kitchen 255 . 0 12 . 75 1 No 1 Dining room 268 • 26 . 8 13 . 4 1 No 1 Living room 268 26 . 8 13 . 4 1 No 1 Library 270 27 . 0 13 . 5 1 No TOTAL FOR FLOOR 1809 1 B Hallway/ Stairs 379 . 0 . 0 1 No B Bedroom 2 182 18 . 2 9 . 1 1 Yes B Closet 2 27 . 0 . 0 1 No B Bath 2 100 � . 0 5 . 0 1 No B Bedroom 3 20T 20 . 1 10 . 0 1 Yes B Closet 3 17 . 0 . 0 1 No B Bath 3 72 . 0 3 . 6 1 No B Bedroom 4 193 19 . 3 9 . 6 1 Yes B Closet 4 15 . 0 . 0 1 No B Bath 4 57 . 0 2 . 8 1 No TOTAL FOR FLOOR 1243 BUILDING TOTAL . 4249 2 FOOTNOTES : 1 ) EGRESS - An operable window or door that opens directly to the exterior is required from this room . The minimum clear openable area must meet the following . - - Sec . 310 . 4 1 ) The minimum clear height is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 ) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window well . The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . _ Window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs . 2 ) The number of exits is based on Table 10 - A ( Dwellings ) .. 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventilation . - - Sec . 1203 . 3 Such system shall be capable of providing two air changes per hour . 4 ) The requirement for an egress window in the basement is based on Sec . 310 . 4 ROOM DIMENSIONS : Habitable space shall have a ceiling height of not less than 7 feet - � 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection . If the ceiling is sloping , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area . Other habitable rooms except kitchens shall have an area of not less than 70 square feet . a - - Sec . 310 . 6 . 2 , Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension . - - Sec . 310 . 6 . 3 r` STAIR REQUIREMENTS : 1 ) A stairway in a dwelling must be at least 36 inches wide . " - - Sec . 1006 . 2 � . 2 ) The maximum rise of a step is 8 inches .and the minimum run is 9 � inches - - Sec . 1006 . 3 exc . # 1 r 3 ) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Sec . 1006 . 9 exceptions 4 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height = 36 inches , maximum opening size = 4 inches . - - Sec . 509 . 1 & 509 . 2 exc . # 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1006 . 15 6 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1006 . 12 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2406 . 4 Locations : 1 ) Glazing in ingress and eqress doors except jalousies . , 2 ) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors . 5 ) Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door where the ' nearest exposed edqe of the glazing is within a 24 - inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 above , than meets all of the following conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Exposed bottom edge less than 18 inches above the fioor . C . Exposed top edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of + the plane of the glazing . 8 ) Glazing in railings regardless of height above a walkinq surface . Included are structural baluster panels and nonstructural in - fill � panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet . . of the pool or spa water ' s edge . 10 ) Glazing in walls enclosing stairwap landings or within 5 feet of then bottom and top of stairways where the bottom edge is less _ - than 60 inches above the walking surface . SMOKE DETECTOR REQUIREMENTS : 1 ) A smoke detector is required on the ceiling or wa11 at a point centrally located in the corridor or area giving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 -2 ) A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 310 .. 9 . 1 . 4 3 ) A smoke detector is required on all stories . - - Sec . 310 . 9 . 1 . 4 If the upper level contains sleeping room ( s ) , a smoke detector is _ required in the ceiling of the upper level close to the stairway . - - Sec . 1210 . ( a ) 4 r� NOTE : A smoke detector is required in the basement . - - Sec . 310 . 9 . 1 . 4 � 4 ) Smoke detectors are required to be wired to the building ' s power _ source and shall be equipped with a battery backup . - - Sec . 310 . 9 . 1 . 3 5 ) Detectors shall sound an alarm audible in all sleeping area of the � dwelling. in which they are located . - - Sec . 310 . 9 . 1 . 4 ' FIREPLACE REQUIREMENTS : MASONRY FIREPLACE : 1 ) Fireplace must be supported by a foundation . - - Sec . 3707 . ( b ) 2 ) The firebox must be at least 20 inches deep and walls of firebox are to be 10 inches thick . If the lining is of firebrick then the walls may be 8 inches thick . - - Sec . 3707 . ( c ) 3 ) The minimum clearance to combustible material is from the fireplace , smoke chamber , and chimney walls is 2 inches . Combustible material may not be placed within 6 inches of fireplace opening and combustible within 12 inches may not project more than 1 / 8 inch for each 1 inch of clearance . - - Sec . 3707 . ( h ) 4 ) The hearth must be noncombustible , a minimum of 4 inches thick , and supported by noncombustible material . The hearth size must be at least : If Opening size is : Front extension Side extension Less than 6 sq . ft . 16 inches 8 inches 6 sq . ft . or greater 20 inches 12 inches - - Sec . 3707 . ( k ) & ( 1 ) 5 ) Chimney heiqht must be per Table 37 - B OCCUPANCY SEPARATION : Between the garage and the residence , materials approved for 1 hr . fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self - closing 1 3 / 8 inch solid core door or a 20 minute fire door . - - Table 3 - B & Sec . 302 . 4 exc . # 3 SHAFT ENCLOSURES : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the inside with not less than 26 qage galvanized sheet metal with all joints locklapped . The outside must be 1 hr construction . All openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 711 . 6 2 ) Gas vents and noncombustible piping installed in walls passing through - 3 floors or less do not need to be in 1 hour shafts , provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials . - - Sec . 711 . 3 ,. 3 ) Shafts for gas vents , factory - built chimneys , piping , or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts , provid.ed the openings around the penetrations are fire stopped at each floor . - - Sec . 711 . 3 4 ) All other shafts are required to be enclosed in a 1 hour assembly . " ' - - Sec . 711 . 1 & Table 6 - A CRAWLSPACE REQUIREMENTS : � � 1 ) Provide ventilation either by mechanical means or by openings in exterior walls . Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space . Openings shall be t3istributed on two opposite sides and be located as close to " corners as practical . - - Sec . 2317 . 7 Note : Vent openings may be reduced to 100 of the above if ground surface area is covered with an approved vapor barrier and the building official approves . � � For a 239 . 0 sq . ft . crawlspace area : Ratio Minimum sq . ft . of vent � 1 / 150 1 . 59 2 ) Provide 18 - inch by 24 - inch access opening to the cra.wl space area . r Note : opening may be required to be larger if inechanical equipment is located in the crawl space . - - Sec . 2317 . 3 � 3 ) Unless the wood is listed as an approved wood of natural resistance " . to decay or treated wood , the minimum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams � and girders is 12 inches . - - Sec . 2317 . 3 1 ) Provide a window or door to the exterior from every room used for sleepinq and basements . - - Sec . 310 . 4 A window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches (minimum ) , and a clear width of 20 inches ( minimum ) . - - Sec . 310 . 4 4 ) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens , halls , and baths may have a ceiling height of 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 6 ) If there is a basement , provide a smoke detector that is connected to an alarm audible in all sleeping areas"'. - - Sec . 310 . 9 . 1 . 4 7 ) Provide a smoke detector on all floors that is connected to an _ alarm audible in all sleepinq areas . - - Sec . 310 . 9 . 1 . 4 I ' ' , � � t - . ;.. `_` • / � • . � r , . . O .� O � _ O ✓ ��.. vV- . 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ER: �1� � � � 1 �- -� � � ,- �.-- � � ��0�� `- � � � - �=_ _ � �� -- ----- - �`' `� - Date: 6-08-99 �o � -- _� l .., - _ -- m —— ' C� O \ -_ � ^- , ��� � � MAIN LEv�L - r i-`- ' Project No: 23006.00 --- � � - - - - - - ----- - -- - ------- �-- = 39'-0�� -- - - - - -- --- �------ --- - - -- �_ _ _ ---� �- ��__ �, . -1 �____�� _ �_______________ ====a Drawn by: NK,NER � �� ---------------------- ' -- ( �_ --- -------------- o � �- �v�-'`3 r -----____� Checked by: TF - a � w � ��_ � (� � � —' -' � �- � �` Sheet: � -- \� `� �r � �-_ T � \ � � rL �� ��- __�C�`� _� C ,� C 0 ���� �� � � �� ;� - ;��-_� �> � -� Q F 2 I V����fi � � � �l �� ( �I �l LOWER LEvEL - -- - --- — � __�i �-�--� - � � C , �� A5 I SCALE 1/4" = 1'-�" 29'-rd�, - - _ ��—� — - _ — - — — � � � - -- � ' - C w' m � �C 1999 RDCI S�CONpARY RESIDFNCE � � , � � _ - , , � � . � NOTE� � 1) DATF OF 70POGRaPHlC SURVEY 8/29/89, ADD TREES. 2J12/99, 6J10/99 - 2) SURVEYOP. HAS t,AADE NO lNVcSTiGATION OR INQEPENDENT SEARCH FOR � ' EftSEMENTS OF RECORD �OTHER THAN PLATTED}, �NCUMBRANCES, RESTRICTIVE COVENAN7S. OWNERSNIP TI7�E EV(DENCE, OR ANY OTHER \ FACTS THAT AN aCCURATE aND CURR�NT TITLE SEARCH MAY pISCLOSE . � 3) NOTlCE- ACCORDING TO COIORADO LAW YOU MUST COMMENCE ANY LEGAL AC71CN BASED UPON ANY DEFECT IN TN15 SURVEY WITNIN TNREE YEARS AFZ'ER YOU F'IRST DISCQVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THiS SURVEY $E COMMENCED MOR� � THAN TEN YEARS FROM THE DATE OF THE CERI'lFfCATlON SHOWN , NEREON 5) BASlS OF ELEVATION SMH P 2 13, INV ELEV 8142 8 6) BASlS OF PROPERTY LIN� LOCAT�ON NORSH CNR ANO WEST' CNR OF LOT 1 7} o - DENOTES CONIFEROUS TREES AND TRUNK DIAMETER 8} INDIVIQUAL TREES ARE SNCWN iN CERTAfN AREAS ONLY AS SPECIF(EQ 8Y Cl1ENT SURVEYOR'S CERTiF1CATE � i, Stan Hogfeldt, ca Professional Land Surveyar registered under the laws of , FOUND A PLAIN ---------` the Stcte of Co��rada; do riereby certify that this topograph�c survey wos , ` No 3 REBRR • � made by me ond under my superv�s�on, and that the survey is accurote and �-----"""i correct to the best of my knowiedge +��ai�v„�u,,,�� c - --____"— U N P LATTE D _`-��— _ ,'°`�����•R�r�;���:'��. — . 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' �I �� I -- -_-- , _ - - r ------ --- ---rT= � = —_��_� � - - � B��ow -- - � , � � � I , __ _ _ _ , Denver Office _ � , ; l� � � �``� _ � 1617 Wazee Street, Suite C2 I � �- - - _=L�-�_ _ - \ i_' � ; _ �-( ---- - ---- - -� -- - _ ` -`�� - ___- - - ��� r __ __------ - - - _ . � � � Denver, CO 80202 � r p �� _ w- , , - '/ / --- __ �� �+- � _ _ � � , . � Tel: 303.623.3355 � 32 - = I I // p a� �_ , � , �� _ _�__ -- - - _ ` �,_ _ � - ; � Fax: 303.623.2262 � '�:. � ' �� � 'j/ �t � L - - : 2b - � � �� - i � `- �;� � `� �� �� I I� 30 TREE TO B�, � i' � � / _ �-- _,_- ---__�� - _ '� V' I `- '+; /_ � �\ � REMOI/�D . � ' _ - - -- - - -- � --- _- - _ � � ��� \ . � _ San Francisco Office � 32 W' _Q - � � ' i ''�� _ �� ��� O � , � , 32� L -�, - �.y � __ _ � --- -- � -�- � � SETBACK LiN� �. � ` 505 Sansome Street, 17th Flr. 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A� � _ �� �, �'�� ' , - � _ _�`--'�_ �--1 SEWER MANHOLE _ - � . - � -_. _ � s/s ' �� o\.4• � `� �A� � \ ` ,( '`- ,�-�'� 2'I , TREE UNE �,, R I M EL = 8152 2 f , � / + � �/ � � , 'I DFCK - ,( �\ � i _�/ � 4 9 • i,, INV E� = 8145 9 ,. TREE LINE . �r,,,,,..= � , / r i ' �, < xBt5{ 2''� / �\ v ��/ �-'� , -� � 5 � W _ , � �,,,..�-- , � % ,' �,hL� 'P s. , ,` �.� . � TIM1IBER \/,- ��5� / ,, 8 ' 3 7 2 � ,�.-- . . / , �� , � W A L L . S �, /'i �. _„\ i � LIG � , , �� � .`L .' /t� i� �.-'" , i� / � , ' -•. ..k �_ ..�.f� �� �� i� p��a �s' i L�T �' I �� /. - . . �. � FND PLAIN No 3 REBAR �. - � � ° '� -� . {' � PINE � ' , < ,' `c�\ �� \� ' , . - t , ` ,�0 S' � �� � g � , . ` r2 \ , � r C` u`� ,` ,' �� - wC�K � / ���E----=� �" ,�- , ' �'�'—EUGE �F PAVEMENT - � � , � - �` � Q Y� � ` � � � 2 ,, � � r; � / � • .. " ' --, , ___ -.� � ,� ! 26 8 °--�.,�..... � � �� � ,� ��S \ � a � `� CONCRETE � G �,,� � � . 08,. � ; . ,` . � � /�DRI VE � � e '`-,�, = A``` � ( � f, . „'� !' � , �' � 8/S \ �SEWER MANHOLE , � ` _ - h'1•,�,.''"* � . �, , J . � D � .� RIM EL =8149 7 ' . - _ ` , ` , j' .s' ZO PINE � , ' �� /� INV EL = 8142 9 l � 1 � , ,, J � -�(J4PfNE ROCK� O` O .�''�* � . � , � � �,. � , �K � WALK ! `� �i('HT POLE � �� E � ;�` o e" ��' '� , . '� `. .� /' G1RC ,. PINE ,� \`�6'' v) �` � ' �Q' .d'`28 I / i5 P!N � � �� 2 O�PINE / ' - �_ � ' � r - �'� ' , ' ' _�. 33 9� 'J ' �T� � , � FND PLAIN No 3 REBAR , , �� J PIwE � � :� � , " ' / �\3� 04PINE; � j� � - �� � S�WILLO� � � � / , NOTE STREET ADDRESS IS 381 BEAVER DAM CIRCLE ` , • � - ;'` ,.° �:CY"'-' � ' � , ° � , ! � O � ^ �`` � I OP ��NDICATES CONIFEROUS TREE AND TRUNK DIAMETER (CONFIRMED 3/26/991 ` D INDICATES FROPOSED BUILDING CORNER AND EXISTING GR4DE 3/26/99 � � - " � ���` -' �`.�,� _ ' . " � ,� � � , �. , i - � � 42.4 ,r- � �� 18'�CMP . - � . '"� ��esl ' - ; �• � � � �� .� i r✓ ' ` � ' , _ !' � _ - �� _• � � � f� ;`� 9 3 ; JC(/� � � k ' � � �8. . � J/� rf� f/ ' ; , .� ��� - ` • , +# . i. , /� 1 ^ - � , SURVEYOR'S CERTIFICATE ��� / � j r � � K ' ' � *� � � � , i � � . I, Dannie Corcoran, a Professional Land Surveyor registered under the l�ws of the ���� f � . � ' , � � State of Colorado, do hereby certify that this topographic survey was«made by me and � _ ��``� °�, � � - � under my supervision, and �hat the survey is accurate and corre��ts�'�c�,���>best of my � �� �-- - `� � � � � knowledge. ����,�,���'r_,e..�...,,� ���, r ' �� � � �SPL� C.E�� 5 . � " _ - : �. �sT �`• °. EN .^ �• � •,, - : ` e @'��' �� �:� u � ` . � LOT �L � ECGE OF PAVEMENT ` , � - �' , EtEC TRANS , , " , ' , � �,�;' Date: ' �' ��"� ' �_� .?�;�. ,� � � .�,. ` ' - ' . � . _ -F � � � _ � q . - Dannie C4rcoran '�,� � ,,��s,, �� , , �FiR HYD , = f , ' E CQlorado P.L.S. 16�,'?�,�'°�,��`��° ���,° � Q�`r_� ` � L � � , 6� � F �',� FND PIN 8 CAP ��, , - _ � � ° �`' ��` '�i`S{`�� � t L S No 68Z6 � PHQNE PED ' , . , �` ` j ' � � �' , � � . ,�_SEWE�c MANHO�E ` ` �� - �- / RIM E� = BI51 9 � �` " � ' � - " " r / iNV EL. =Q139 8 �; � r , f ' , � , , � � Il�'ROVEMEIIT LOCATION CERTZ�'ICATE � , � ` ° � � , I hereby'certify that this Zmprovement Location Certificate was prepared for , V � < , � � � , - � , " , . 7LD CORPORATION , that` it is not a > > land survey plat or improvement survey plat, and that it is not to be relied upon , � ' for the establishment af Een�e, building or other futur'e improvemen� lines. _ - ' , � � ' w , , , i , � . _ � � I further certify that the improvemeats on the above described parcel on this � - date,, �i4 ��3 , except utility connections, are entirely , � . , within the boundaries of the parcel., eaccept as shown, that there are no encroach- � • • _ ments upoa the described premises by improvements on any adjoining premises, ex- . " _ , �" cept as indicated, and that there is no apparent e�ridence or sign of any easemenC , � � crossing or burdening any parC of said parcel, �cept'as noted. , � � ` � � ' ` � ' . , _ . � , . r , , � � ' � . ; - . , . � ` . Date _�g �9��_.,..._____� _._ .,...���- -- ��...f_�__._.._,.__ - � ' , , � � ' : �� , S�,an Hogfeldt , , - - � � � � � � TOPQGRAPH i � - Calorado p. �. S. ��59$ " � � C SURVEY & IMPROVEMENT LOCATION CERTIFiCATE � � , _ _ _ , _ . - '. , _ � r ' , _ � � �OT I , BLOCK 4 _�__�^ _� ___— -�_� _ -_ _ __ — _ NpTTCE: - - � VAIL VILLAGE -- THIRD FILING ='�—a—?s= r.�'=^z.?��+?=i=�==� 3:=_'•'c_= ' � -- — —ai— .�— , . ��' 4119g Highw�y 6 & 24, Eagle-Vatf - � � ' _ According to Colorado law you must commence any legal action based upon any defect L�' " Post O�ce Box 1230 - � - ' in this survey within three years after you first discover such defect. In no event, � TOWN �F Val L , EAGLE COUNTY, COLQRADO ° Edwards, CO 81632 ' _ may any action based upon any defect�in this survey be commenced more than ten years ° � � ' � 303-949-1406 ` � trom the date of the certification shown hereon, - , _ - " � , , , , fi � � � r - • / ' PATRICK A KEY AUG 28 , l989 - - � - ; . , , � r .` _ ' � , � _ . - r � i469 - " ' _ , . - � , - , - , _ � � , � _ - � � - " - � ' � . ' � � � `� �- ��. �!�`�y�� �\y�� ��� �\\ / ��`, �`- `tG -��/ 'Y� \ S'� � ��` lJ � � ` _�`\ ��� � ~'� �, \ ���� \ o '�'rj � \ � _` ,,, �-, \ \� \ �` ��'''- �� `^ '�' �� � . 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A �� � . ; �� OJ ?i:�:;��'.,�� ;a; �� � � l. PLACE NAl'BALES AS �AR AlUA1' FROM TRE� TRUNKS AS POSSIBLE ,� � ����.���� �.,� _ � `�r� ' . ' , . . , � TO ,4LLOUJ FOUNDATION EXCAV�4TION. Ufi�ON COl'�'iPLETION OF 'C� � ���� ��� �� �' �� � � , . � �, �, � � , � �,, Date: 6-8-99 GKFI , SI-lfFT NA�' �, S r4N F NCIN ,4UJA�' �'L � \ �<:�Y���� ` .' G-� \�� � \ , '\ \�F,`,/ \ � , �, � �OUNpATION BA LL B LE D E Cz �' � � " 7 � ' o., � � ���'` , , �' � , �.� � � �\ °' FROi"I TizEES AS FAR AS POSSIBLE. � ��'���' ��- �� �����,, � ��� '� � ��- �� � Project No: 23006.00 � � �, �• < ,,� � , ��` � �� A l � � . ' �, . � r-' .� `���, m 2. COl"Ii�LETE �4LL SITE UJALLS �4ND BACfG�ILL TO LIMIT EXPOSUR� OF �'��� � , ' � j`�t;. \�� � ' ,� �, \' ,`� � ,�APPROVED BYTHE \�� V Drawn by: SMK o T�2EES TO CONSTi�UC?ION. UJAT�i� AND FEED ALL TREES �;��� ��� '�, �_>> �,-.� , .^ `� ,.. � � �� �` , ''�' TOWN OF VAIL � — � T4-IROUC�NOUT GONSTRUCT I ON. � �� � � �� � � . �., DESIGN REVIEIN BOARD o �7,� i `�T�e t' ; ,, ��, � ,' � , `�\ '�.\ ' , , , Checked by: TBF � 3. ALL DOU1NSPOUTS TE}�MINATE �4BOVE CxRADE ON SPLASN SLOCKS 'd � ;,' % , ' `, ' ', � UNLESS NOTED OTNEi�UJ15�. '�i � ' ` � , �',, . . \ �DATE. �,, � � �,,��� -' ��.� �'�,, ` PLANNER: ���� S heet: '� 4. SOTN UNf7S �-4A1�� CONTINUOUS FOUNDATION PERIMETER DRA(N TIL� >` � � � '`,\ ��� �� `, �� � - �XTEND TO DA`�'LICxI-�T AT SOUTN SfDE. �'�- �, � ' �'�, , � �,� _���, �� � , �.� .� , µ�� �� � � f � � �� ��� , - � � , �� f ������ � N 5. ,4LL SUi��r4C� Ofiz i�00F DR�INAC�E TO 8E COLLEGTED AND i�OUTED Vf A � � � ��, __ Q Pfi�INC� IS TO S� RUN SEi=ARAT� �i�OM P�izIMETER DizAIN TILE AND \` , , � , � °� DAYLICxNTED �4T S,4ME LOCATION r4s POSSIBLE. 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CtJRIZ.IN'I' it� \ APPRO D BYTHE CSI � CURNt1S STUI,INEFERf1 `IS.INTI' ISAN1'I I)OG��4'OOD 3-�1' B+B �`' T�� F VAIL p I'll1 6 PINi JS AiL1G() 'PUA�IILLC�' DW:1RF MtTGO PINE 24-30"B+B pF;IZFNNI r�LS'CiROtiiVD C()�'I�ItS ��� \ DESIGN RE1/I B � 1= YI� G PO"I'LN'I'ILL.�� PIZtII'I'ICOSA POT'EN'TILLt1 #5 ' OARD � V o� PY(T 3 PICI?r� I'I iNC;I;NS 'GLOBOSA' GLOBE SPRZ iCF, #G � ♦ � � � I1 i � � � � � v � R.� G ItI13ES :�LPINtJI�I . 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OI�tIT IN PF,RLNNI.IL ,��RL:�S �r W � F 40°o TC) I3L FL.1TS OF 32, 2-' ," P(>I'S SP<1CF,I)K" O C 5 PL,t�N"I'QUt1N"I'ITTES ON PL�1N '1'AIti; PRL'CENDrNCE OVER \�'RIT"I'EN QI?�1NI'ITIF;S IN PI,t,N I' LIST , � � G � w � = G AI,L TREES ARE'IY) 13F, ST:�IiED. ' LL 7 t�LL'I'REI�S, SI-IRtJL3S, A1VD I'LRENNI.'1LS TO RECEIVE URIP IRRIG.1TION :\LL SEEDI�:D r�RL_1S TO RECEIVI? \�'�. � \ Q ° • .�1tTTOA1�ITIC SI'R�'��' I1tRIG�'1'I'ION � v� V N � � N o 0 a :\LL 1'LANT hTATF,IZI�1L SIi:�LL, BF, F3r�CI�FII,LF,U WITH ONL' Y:\RT PL.1T'I�IOSS T��110 Y.1R1'S E1Cr1V.1'I'rD SOIL Z 9 .V�L Y�KLNNIt�L, F3I;DS 1'C) IiE .��I�-11�iENDL;D ��'ITH 1'EATI�IOSS ('I'��'n CU}3IC 1'ARDS 1'LR 2�0 S(�I�'I') f�ND'TII,Lrll � � TO ��llEPT�I OF G" 1O. :1LL PF;RENNI�11, I3I;US TO �3L' TOI'I�RLSSrll ��I"TFI ',�" BLt1Ci� HtTAli1S PLr1'I'. � ` � z - - - - - - - - s" z - - - - - - - - s" �- - - - - - - - - sz - - - - - - - - -r -'- - - - - - - - - s �- - - - - - - - - -'- � � � n n n� . � � ii �8,_m„ ii ii � I I I I I I StON� PAvINCa ON THE RESORT DESIGN i � �� � ,m, �, � �� � � � ► �,.�: � --� � �' UJOOD FRAMINCz W/ C 0 L L A B 0 R A T I V E I � l � = I I _ _ _ _ _ _ _ _ _ _ I I _ _ �� _ _ _ _ _ _ _ I WOOD RAILING 1 N T E R N A T 1 O N A L � i \ 1 a ,� r - - - - - - -� 1- T � � � l �88-9,D �c� � i i i ► i i �,� � ���„� �; i i � �� 2� _9„ � I I ARCHITECI'URE, � f � 21�,-��--_.. I I I I I . , PLANNING, INTERIORS � Main Office: Vail, CO _ � � � 1000 S Frontage Rd W, #300 Vail, CO 81657 Tel: 970.476.4433 �� ���\�� ���\x� — Fax: 970.476.4608 t � BEDRODM 2 � \� �' � � � � SEDROOM 3 , � � �'� / �� y� . . , � �� i�` ''� i I .� x, � � , , X + i Denver Office �2�-��� X ���-�O�� ' �� j'� ,;�� : �\ • \ � \ / • 4 � �� � n 1617 Wazee Street, Swte C2 \� \ �,� � �I �a, _� x �rj- _� Denver CO 80202 � . , � ;� �� � � Tel: 303.623.3355 6' `� / �!�� �• r'�\ , � ' ��� v Fax: 303.623.2262 � ', 'n � � �l �, � � � � a BED WALL " "r BED WALL � � �. / /,.,� ' r ��K� — �' 6 _2� �,_8„ San Francisco Office � / �\ �. ! `,O � \ ' ` _ 505 Sansome Street, 17th Flr. ) � k r� ?, \ / /` � / .� . j i _ _ _ � San Franasco, CA 94111 �4' ;'tlS =,i' °�`�-`r*p'�;",ss.J r`, n i li. - ,'i�. ,4� Tel: 415392.4433 i �� Fax: 415392.4454 i i i i i info�resortdesign com i � www resortdesign.com � i � � . . a . . � ' ' • . � • ' . • . , � ' � . r � � , . ��, .s,A< .,x a 4'v h �d:•�LI". L. 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COUNTERTOF'S ' - R ' � � � � Pl EXTERIOR STONE P�4YINC� �3" M�4X.) ON Wi 2" RICsID INSULATION ON DRAINACx� B0�4RD CRl BY OLIA�tER � > CTRI B`t' OWI�IER � . T H E R E S 0 R T D E S I G N � - � " CONCRETE SL'AB Wf WIRE RE(NFORCINC� ON �OUNpAtION WA7ERPROOF1NC�s ON _ ` `� � C 0 L L A B 0 R A T I V E � . ON CsRADE UJITN SNOI�JMELT SYSTEM ON CASt IN PLt�CE CONCREt� FOUNDAtION t MiSCELLr4NE0US � x T E R x A r � o, rr A L 4 _ � � ' ' ' �" CxRAVEL �ILL ON GOMPAGTED SIJBCxRADE � SUILD1NCz PAPER ON 1/2" GDX PLYWD. ��S - MI 3 x,S WIRESRUSHED CEDAR 7RIM . � ' � - � P2 EXTERIOR STOriI� PAVINCs C3" MAxJ C�N 1/2" SHEATHINC� ON tu00D �RAMINGc UJITH R-19 Rl CL,4S5 B NEAVY (3/4" MIN. BUTT) CED�4R N(2 3 x 12 UJ(RESRUSHED GEDAR TRfM � �� ` DRAINACsE BOARD ON UJA7ERPROOF BATT INSULATION AND 6 MI�. POLYETHYLENE SHAfG�S - STAC-�CxER�O PATTERN - M7EfzWOVEN k � MEMBRANE ON SLQPED CONGREtE VAPOR BARRIER PROVfDE HORIZ. BLOCKIN� u1f7H 3m" FELTS ON IU.P. MEMBRANE M3 3 x 6 uJIREBRUSNED CEPAR TRIM � ARCHITECTURE, � � " (2 1/Z" MINJ WItN SNOWMELt ON 3/4" • AS REQ. ON 1/2" C1�X PL1'U1D: SHEATHINCx ON 3" M4 3 x �4 WIREBRUSHED CEO�4R TRIM �� � � ExPOSURF 1 PL1'WOOD DN WOOD FRAM(NCx W3 6" NOMINA� STONE YENEER ON Wl I UJ2 POLYISOCY,4NUR�4tE fNSUL�4T(ON r M5 2 x 5 RS. CEDAR tRfM PLANNIN�, INTERIORS ; P3 S�4ND SEt CONCRETE P,4VERS ON 4" W4 vERtICaL BOARp ON BOARD (1 x im ON 1 x S) �� T7PE 30" �ELT ON 5/8" TtCx ' M6 2 x 1C� R.S. CED.4R TRIM �' ' ' � � COMPA�CtED ROAD 8�45E U11tN ShlOt�'i�Lt PLl'WD. SNFATNINCx ON U100D FRAMINC� ltJltN � r RS. CED.4R SIDINC� ON tl'vEK R-38 UN�aGED SAtT INSULat(ON AND 6 MfL �"�� � x 10 RS. CEDaR RAFTER Main Office: Vail, CO � , ' SYSTEM ON GOMPAGt�p SUBCzRADE HOUS� WRAP ON UJ2 POLYEtHYLENE VAPOR B�4RRIER � M8 S x 12 RS. C�pAR OUTRICxCsER 1000 S Frontage Rd W, #300 E � P4 SAND SET EXT. STONE PAVINIs G,4SINC� M9 �o x 10 RS. CED.4R OUTR1CxC�sER Vail, CO 81657 � F 00 S GS1 BY OUJNER ' R2 CLASS B HEAVY l3/4" MIN. BUTt) CED,4R Mlra NOT USED - Tel: 970.476.4433 SN,4KES - ST�4C�sCxERED PATTERN - INTERUJ0I/EN Mil �" THK GL�Ft S,4NDS70NE TRIM t GAP Fax: 970.476.4608 F Fl BY OU�I�R , UJItN 30" �ELTS ON 1 x � HORIZ. BAtTENS Ml2 �" THK CLE�7 SANDSTONE CAP � CE IL INCxS ON I x 2 YERT. B�TT�NS ON W.P. MEMBR.4NE Denver Office : , ON 3/�" CDX PLYUID. SNEATHINCs WITN Cl M13 METAL SNOW FENGE 1617 Wazee Street, Suite C2 ` _ , 8,45�$ C1 1 x ro t�Cx SMOOTN CEDAR SOF�17 80ARDS M14 GOPPER CsUttER AND DOt,UNSPOUt Wl7N Denver, CO 80202 Tel: 303.623.3355 r , � Sl BY OWNER M15 8EX 8 R SCED,4R 7RfM Fax: 303.623.2262 ° . - M16 6 X 6 R.S. C E D�4 R t RIM ` � � M1'! 4 X 8 RS. 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BUTT) C�D�4R M� 3 x 8 UJIREBRUSHED CEDAR tRIM ' .� ' _ � ^ � � P2 EXTERIOR STONF PAYINCx (3" MAX.) ON 1/2" M2 3 x 12 WIREBRUSNED GED�4R TRIM � � _ ' ` ° - , ` ` , DR�4fNACsE BOARD ON 1U,47ERPROOF E3ATT INSUL,4t(ON AND 6 MIL. POLYE7HYLENE SN'4KES�- ST,4CxCsERED PATTE�I - IN7ERUJOYEN � 3 x 6 WIREBRUSNEp CEDAR TRIM ' MEMSRANE ON SLOPED CONGRETF 1/y4POR BARRIER PROVIDE HORIZ. SLOGKINCx WltN 3td FEL?S Olv IU.P. MEMBRANE P , " t - _ C2 1�Z" MfN.� WIl'N SNOtU'1ELT ON 3/4" AS �Q• ON i/2" CDX PLYUJp. SNEATHINCs ON 3" M4 3 x 4 UJIREBRUSHED CEDAR 7RIM ARCHITECTURE, . . � � ' ' EXPOSl1RE 1 PLYWOOD ON WOOD �R,4MINCs W3 �o" NOMINAL STONE 1�NEER ON tUi / 1,U2 POLI'150GYANUR�4T� INSUL�4TION M5 2 x 5 RS. CEDAR TRIM PLANNING INTERIORS . _ , ' � . � fi'3 SAND SET CONCRETE' f'�4YER5 ON �" W� I/ERTIC,4L BOARD ON SOARD (1 x 10 ON i x 8) ON t1'PE 30" �ELT ON 5/S" TtC-� - M6 2 x 10 RS. CEDAR tRIM ' � PLl'U1D. SHEAtHfNG-� Ohl WOOD FR4MlNC� lUl�'4� _ - COMP�GTED ROAD BASE W{TH SNOUJMELT RS. 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I I N T E R N A T 1 O N A L ` � 4" C�R�4 1/E� �I L L O N G O M P A C T E D S U B�i Z 4 D� W 2 'B U I L D I N C� P A P E R O N i%2" G D X P L Y W D. � � M 1 3 x 8 U J I R E B R U S N E D C E D A R t R I M s►�' 6 6 -1 1 �� � RDOF BEYOND ` ' , , - � � P2 ExTERIOR StONE PAVINC (3" MAXJ ON 1/2" SHEA7NINC� ON WOOD FR4MINCx UJItN R-19 RI CL�4SS B HE,4Vl' C3/4" MIN. SUTT)�GEDAR M2 3 x 12 WIREBRUSNED CED�R TRIM ' t �� ��� ' � DR4INAC�E BOARD ON IUATERPROOF B�T T I N S ULA TION ,4ND 6 MIL. POLYEtHYLENE SH,4KES - ST.4C:CxERED P�4t7Ei�l - INtERUJOVEN � �� , t ', •: - � MEirtBRaN� oN SLoPED coNGREtE Y�4POR BARRI�R PROVIDE HORIZ. BLOCKIN� IUITN 30* FELTS ON W.P. MEMBRANE �� M3 3 x 6 WIREBRUSHED CED,4R TRIM \ �\ � � C 2 1/2 M I N.1 W I t H �N O W M E L t O N 3/4 �S �Q• O N 1/2 C p X P L Y U 1 U. 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CEDAR OUTR(C-�CxER ---- �' ° - -------- \ \� 1000 S Frontage Rd W, #300 ' � C.aS��C� BEl'OND `\ Vail CO 81657 % , �` � ' � � 00 S R2 CLASS B NE�YY C3/4" M(N. BUTT) CED,4R M1CZ� NOT USED � � Tel: 970.476.4433 � . , GSI BY OIIJNER SHAKES - STAC�GsERED PATTERN - IN7ERWOVEN M11 �" 7NK CLE�T SANDSTONE tRIM / GAP 2„ „ �� � ���� Fax: s70.476.4608 � ' WIt4-I 3mN FELtB ON 1 x � NORfZ. BAttENS � � Fl Bl' OWNER ' M12 �" tHK GLE�t SANDSTONE CAP � CEILINCxS ON i x 2 1/ERT. BA7TEN5 ON W.P. MEMBR�4NE �� , � ON 3/4" GDX PL1rlllD. SNEATNINC� �117N C1 M13 MET,4L SNOW FENCE , S�� B s � ��. Frisco, CO Office � � 8,4S�S Gl 1 x �o tdCs SMOOtI-! GEDAR SO�{T }30ARDS M1� GOPPER CxUTTER AND DOWNSPOUT UJIT�-I � 62a Main Street, 5uite 8 Bl B1' OUJNER ' NE,4T GABLE , � , ,� Frisco, CO 80443 �'a " ` � ' � � M15 S X S RS. CEDAR tRIM i � � �+� Tel: 970.666.1133rv ; - M16 6 X 6 RS. CEDAR tRIM ��p�� ________ � � � Fax: 970.668.2316 �� ` � _ e . � ° � � � � Mi'i � X S RS. CED,4R 'tRIM B�YOH� ________ ; � � a , � � � . Denver Office � � � 6.) , \ � i i 617 Wazee Street, Suite C2 � � t , � � , • � �,� i � Denver, CO 80202 � � � � � Tel: 303.623.3355 � , , , , \ i � Fax: 303.623.2262 ' i n � � ' , 70P OF RIDCsE ,_ „_ Ill -0 ' i i � � ' , fl9'-2 3/4" i San Francisco Office , TA.CxAR SLA�J SOS Sansome Street, 17th Flr. , "- ,� ' Im�g����-� San Francisco, CA 94'111 k. � ' � � � ' ' , Tel: 415.392.4433 � � , , , ; _ Fax: 415.392.4454 � , : � , info�resortdesign.rnm � � ' www.resortdesign.com x • , - LAUNDRY F- r _ � , , . , . ' -------------- ----- --------------�-------- --------------- ----------------------- ---- � 70P OF PLATE , � , ` - - - 111'-0" � � �� t ' , E' ' ° ` � . . .. � � LIVINCx ROOM � � . - , , ; � - _ , � _ , � z TOP OF RIDCsE . , ° ' 6.1 13�'-e" - p � ---_---- � TOP OF FIN. FLR " � , �, F, �- , 100'-0" ` . , � . ; , � „ - , � _. � , � t. ` ' . ' . . � , _ , . , � . � � e k � .Y.♦ .� ��• ��Y. a L � ' ; , ' � , � BEDROOM CLOS. 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SE� StRUGTURAL DR<IWINCsS FOR ALL �R4MINC�c. � � .Y.•°.�� . , � � t � - ` ' RETAININ� WALLS AND �ooTINGS. � � • ���_••.Y. __ ' _ : Checked by: TM �, ' ` � . � � _ - ' 3. ALL INTERIOR FINISI�ES �4ND CEILINCx NEICxHtS ARE 2 , ; x, ` ,. � � � , � - - , � SNOWN �OR IT�iFOi�M,4710N ONLY AND M,4Y GNANC-�E. ' " ° t ; F r ° � ' ' � 4. SEE ROOF PL.4NS AND WALL SEGtIONS FOR PLA7E - 6.1 ' Sll�t: .r_ � � � ° � � ' NE ICxNtS. ' .r.• ,► . . :. P � ' , � � , � 5. PROVID� FOUAtDAtION VENtILAt10N AS REG2l.IIRED � ` . , . � � ` ` � , BY GODE. � �� , � , � M1 • , , � _ , ` . �� � . � �� ��" f �1� ���0��� ������ � = _2 , E � � - � � � , . _ , � � . . . ` - 2 � • - � � - �> > � � , . � . � , , , ,46.1 SCALE: 1/4" - 1'-�" �. , � a - , , � ,. • , , k � � ` , � _ ' ' ` ' � � , � � � � • . � _ ' Q ' C� 1939 RDCI� � - � . ,� �` � � '�- _ � . � ° . � _ R � . - , , � fi T ` ` ` , - ,. , .� � , - - ; � _ , - E . . _ , �__ . , . , . . , , . , _ � � � , , , , � , � , , r . , . 1� ' , { ' ` > , _ .. . ` ' , , ,. . � - ' . . � , � . � � - � THE RESORT DESIGN ; � - f � � � � , ' COLLABORATIVE � � � , ' � I N T E R N A ! i O N A L a ` ` � � , � � � � � ` . . ' ARCHITECTURE, ,- - . � ` . PLANNING, INTERIORS , � r ' � , _ Main Office: Vail, CO ' , � � � � , 1000 S Frontage Rd W, #300 � , � � , - - Vail, CO 81657 . . - � Tel: 970.476.4433 � - , � , , , , , , , , Fax: 970.476.4608 . � � r � - . ' , ' . � Denver Office ` ' � , ` . 1617 Wazee Street, Suite C2 � ,'` ` , � _ Denver, CO 80202 ' . " Tel: 303.623.3355 ' ' � _ Fax: 303.623.2262 ' � � ' � , , i . ' � San Francisco Office " � - 505 Sansome Street, 17th FI�. - � � - + San Francisco, CA 94111 � ` � � Tel: 415.392.4433 ' ' , Fax: 415.392.4454 . - } info�resortdesign.com � - � ` www.resortdesign.com� - , � - � � ' � ' � , 12 . ' ' � . . � �'�1 , � � Q � � Y , R-38 D.4TT �} � � � ' R�lBUL.ATION, � f . . ' T7P i� � � � i� , , �g � � 1---� , , g�_��� „-- o . , � /, ' , , t�TAL DRIP � �{ �� . ` + EDGE.T7P ���i ■ , , " �z� w{ „ LAND INCx ���I , , c.,.w'� � V1 ' l ` ' ' . � 111'-m" .� , � ° ' --' O s� �' r– ,--� � , • � �� � , � �__� � � ` , � .' = r T 1 rT–�a . , � J i � . pc TRIM / j J / ^ � �""� i i r ' � _J i� � � „ ow T�v-�raoave . r .'• � J / � � rT, , ' , i f—— i �M�i .. � � �-' r �,- " � wrmau ae LIVMG ROOM __� '�. � � � r - , - , 'c`�e`�e° i,.� ,' Ca � � �' . 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ANGHORS [�s G GR4WL SPAG� 2'-�" x s�'-(d�' I�OD U100D �,4SS,4C.sE i � < < < , � C BEDROOM 2 100�) 2'_g�� x -�'-0" UJ04D WOOD PRIVAGY i � ' CS) _ NOT USED ; N07 USED ARCHITECTURE, , . , - � - , 0 G �EDRROM 3 (006) 2'-8" x �'-m" WooD WoDD � PRIYACY � � PLANNING, INTERIORS � � � , � - � G 8�4tt-� 2 C008) 2'-6"x�'-0" '' WOOD t,U00D P�48S,4CzE � -0 i ' � ' �� 2X2 NDWD t0 MAtGN � Main Office: Vail, CO ' ` � � ARGHED U100D DOOR FR4ME Q C 8,4TH 3 C(d05) Z'_6�� x -('_0�� UJOOD WOOD PASSACsE ' i 1000 S Frontage Rd W, #300 � � Vail, CO 81657 - , � HD. FRAMF � - � - io C SEDROOM 2 (00�) (2) 2'-0" x �'-0" U100D WOOD ��P U�,GH _____� Tel• 970.476.4433 F F ` - 11 ' G SEDROOM 3 C206) (2) 2'-0" x �'-0" 1U00D UJppp TOP G,4tGH CEXTERIOR� IINtERIORS) CEXTERIOR) UJROC�Nt IRON F�� 970.476.4608 tu� uttiMY TY�'E ,4 t1'PE B tYP� ��G�� tl'P� ��D�� 7`r'P� ��E�� ii ii ii i► CzAtE r , � � � CRAUJL SPaCE 3�_��� x ��_��� METAL METAL �Y�� �AGED W/ 1x CEDAR Denver Office OC S T UJ/ SCREENED LOU1/ER 1617 Wazee Street, Suite C2 , � E CRAWL SPACE 3 0 X � f� MEtAL METAL �YED FAGED W/ lx CEDAR Denver, CO 80202 � , ', ,' ' DOOR RE: SCNEDU1.E ' ' SPRINCz POINT '- " '- " OGKS T W/ SCREENED LOUVER Tel: 303.623.3355 f � , 13 ,4, GcARAC�E C201) 3'-m" X -('-�" ` UIOOD UJOOD �CKS T W/OUT CsLASS L17E Fax: 303.623.2262 r, � , JAMB BEYON ` ia F_� CxAR,4C�E C201) 19'-0" x 9'-6" WOOD WOOD AUTOMA7IC �g�_6�� RO. / G.O.W. � , . OPENER San Francisco OfFice � - � ' . �_ is F_2 CxARAC�sE (2(dg) 11'-0" x 8'-�a" U100D U100D QUTO�AtIG 10�_0�� RO. / C.O.UJ. 505 Sansome Street, 17th Flr. , � • , OPENER San Francisco, CA 94111 k ` - � � 16 ,q Cz�4i�ACxE C209) 3'-0" X �'-0" �OD UJOOD OGKSn T� W/oUT C�LASS LITE � Fa�c� 415.392.4454 ' , �, , � r - , , 17 A LAUNDRY C20�) 2'-8" x �'-0" �OD UlOOD OCKS T lU/OUT Cs ASS LItE '_ ' info�resortdesign.com ' ` - ' ' 2 ����� � � �f�� �� �� (�I, ����I � 1e C L�4UNDRY C20�) 2'-8" x �'-0" U100D WOOD PRIVAGY � www.resortdesigrt.com I '� ` - - �e� I f �l I `1 1� C KI7CNEN 120�6) 2'-S" X �'-0" U100D WOOD PRIY,4GY ' ` - '' • - � _ _ ' AS.m SC,4LE: 3" i'-m" �� ., � 20 „n„ ENTRY C203� 3'-�" x 7'-0" U100D- U10DD �Y D . - - �S T ' � ' zl G ENTRY C2P�3) � � (2) 2'-0" x l'-0" WOOp WOOD � T�P GATGN � � t U1/ UMM1' , - , , ` -� � � 22 C POUJDER (202) 2'-4" x �'-0" U100D UJOOD PRIY,4GY ' , ' - � ' CEXTERIOR) CEXTERIOR) � i ° � ' ' 23 ,4 DININC� ROOM C205) 2'-S" x '1'-0" U100D UJOOD �CKS 1' . UJ/OUT CsL�48S LITE TYP� "F-1" TYP� "F-2" c , , 24 ,4 CxRE,4T ROOM 120�) Z'-8" x 1'-0" UJOOD 1U00D OG�S T W/OUT C�L�4SS L17E U � � ' � - ` ' S/8" tYPE 'X' CxYPSUM BOARD 25 C C�4RE T,4KER'S C3m1) 2'-S" x �f'-0" WOOD • WOOD PRIYACY ���J�O�.0 SC��DU�� NO��S: � ` t� � � . ON UIOOD STUD FR4M INCs '� � , � 26 G CARE TAKER'S 1301) 2�_10�� x -��_��� UJOOD U100p PRIVAGY 1. PROVID� TEMPERED �LASS AT ALL �RENC+� pOORS, A w O _ aND Wi-�ERE REQUIRED SY CODE. � . ►-� a r DOl1BLE STUD 2� C MASTER SATN (30�) 2'-�" x �'-0" U100D UJOOD PRIYACY � � � 2. SEE ELEVA710NS FOR U1INDOW CONFIC�URATIDNS � , ' , , � ` � z8 G M,48TER 8�4TN C30'11 2'-8" x �'-m" WOOD U100D PASSACxE OPERABLE YENT LOGATIONS ,4ND MUNTIN PATtERNS. � , '� . 3- WINOOW S(ZES ,4ND GONFICsURATIONS AR� FOR CxENERAL r - - , 29 G M. GLOS�T 1305) 2'-6" x 7'-m" WOOD IUDOD P,4SS,4CsE - INFORMATION ONLY. CO1�l7RACTOR t0 SIIBMIT , �� , � $` ' � 3o C M. CLOSET 1305) 2'-f�" x �'-0" U100D WOOD P,4SSAC�sE M,4NU�AGTURER D�4T'4 /-�ND SNOP DR.4WINC�S FOR �� � d ; , ` �^~� 31 C M,4StER f3ED t306� C2) 2'-0" x 7'-0" U100D U100D PRIYACY �4RCNITEGT'S APPROYAL. �fELD 1/ERf�I' ALL SIZE AND � � � _ , DIMENSION REQUIREMENTS. ` w € ' � � t , � 32 � C L�4UNDRY 12m1) C4) 1'-1" x 7'-0" UJOOD WOOD k31�OLD . �4. ALL WINDOWS At BEDROOMS t0 MEET ECsRESS R�QUIRFMENtS. ' � � � 5. REFER 70 STRUGTURE FOR HE�4DER REQU(REMEN7S. � ' , 33 G LAUNDRY C20�) (2) 2'-0" x �'-0" IllOOD WOOD TOP CATCN -cL' 4;� ; � , "LET-IN" StOP W/ UMM7 6• NOMIN,4L 51ZE5 �OR DESICsN INtENt ONLI'. UNIT SIZE NOTED HERE � � W _ - � , � IS LESS TNAN ROUC�N OPENINC� SIZE. RE�ER TO WINDOIU rT`� � �r , , � � 3/�4" WOOD JAMB ' J�QQ� �jC}-������ �Q���j: MANUFACTUR�f2 �OR DETAILS. �••t••� � � , iGEi�ED E srzE custorr �iLE �• PROVIDE ScREENB FoR ,4LL oPER�4BLE VENTS. �y �..3 � � - UJOOD CASINCa � O O G' � I. ,4LL EXtERIOR DOORS TO BE IUEAtNERStRIPPED. � r � � ' . 2. ALL �XtERIOR DOORS TO BE 2 1/4" THIGK � � � � ' - - - `� ` Y 3. ALL fNtERIOR DOORS t0 SE 1 3/4" tN(CK '^"' ' ' , , ' - - 1 ���.� I I �!�. � ��� �� �� �, ALL DOORS t0 BE STAINED AND SEALED, P�R PENTACsON WINDOW DIMENSIONS NALF PENTACsON WINDOW DIMENSIOtJS: � H � ! , � ° _ „ , ,� OUINFR'S APPROYAL, LiON. � d �-' ` - �4�.� SCALE: 3 = 1 -Q? 5. ALL DOORS TO B� CENTERED IN OP�NINCx OR ON 6" ± B c B c �.,,� � - ` ' J�4MB RE7URNS. CALLOUI �OR UJOOD CASINGs.) � - 6. PROVIDE DOOR STOPS ,4T ALL DOORS PER OU,A�LER'S q a � . � APPROYr4L. ,�---,� , 3 � +�� l ��� � �. ,4LL C;LAZINCx tN DOORS ANp SIDELItES 70 BE TEMPERED. ����0� SV���./U�� � _ ` � �� � S• �LL DOORS TO B� CASED BOTN SIDES. � `� � �8.� SCALE: 3" = 1'-�" - � ' 9• PROVIDE DOOR t DOOR NARDWARE SHOP DR4U11hlC�S MARK MODEL WINDOW SIZE IUJxN)NOMINA 1/ENtIN QUANtI HEAD JAMB SILL HD. HT. OFF FIN REMARKS , ; ° - FOR OUINER'S APPROV,4L. ,4 KOLBE � KOLBE �'-6" X �'-D" V 3 1/AS,1 2/AS,I 3/AS.1 7'-m" CASM7/FIXED/CASMt � � - �� ° ' . �' ' ' 10. ALL DOOR JAMBS 70 BE A MIN. OF 6" TO ALLOW FOR WDOD ' � � ' , ° ExTERtoR woo� �ooR l� G�SINC�, U.ON. B KOLBE � KOLBE ' 2�-4" X 5'-�° � 4 4iA8.1 5�A8.1 6iA8.1 Revisions: ' ' , � � C IGOLSE a KOLBE 2'-0" X 2'-D" y 2 �1/,48.1 '1'-m" ARGNED ' ' � . �-1�-99 P�RMIt S�T ; a , � � � - - - D KOLBE � KOLBE 2'-0" X 2'-6" � 1 4/A8.1 5/A8.1 6/A8.1 lf�-1�4-9°J REY: STRU ' ` - : � _- � KOLBE � KOLBE 2'-ro" X 3'-6" y 3 �/AS.1 5/,48.1 6/,48.1 �'-0" 11-14-99 i��ISIONS � � � � ` � - F 1'-6" x �'-0" F I I/,48.1 2/A8.1 3/,48.1 �'-0" TEMPERED SIDELIC�NT 11-23-99 R�YISIONS � ` \ ' 12-13-99 �'izINT SET `� ' � KOLBE � KOLBE �'-6" X 6'-6" � 5 ` 4/,48.1 5/A8.1 6/AS.1 VARIES ' s = � /� WRAP WP MEMBR.4NE uP LMDER � } � DOOR tHRESNOLD , H �'-6" X 1'-6" >C �'-0" � 2 4/AS.1 5/,48.1 6/AS.1 NAL� PENtEC�ON �� `. - ' � � � • . , tC) /<-��� lS) � 10'-0" X 2'-6" X 5'-6" � 1 �/,48.1 5/A8.1 6/,48.1 PENTECsON � �� ; � �INISN F _ - - - - - - " BU�F SANDSTONE DOOR SILL, � �_ �� �_ �� � �� �, , RE: PLANS � SLOPE � � I 6 X 'I 0 F 1 � -(d r � , � 1- KOLBE � KOLBE 3'-6" X 5'-6" F 2 1/,48.1 2/AS.1 3/�48.1 �t'-0" TEMPERED � _ � "� i _ � 1"1 KOLB� � KOLBE 6'-m" X 3'-6" y 2 'i'-��� r .., , O O � r . , f � T.o Y. - � � N KOLBE � KOLB� ��-��� x 3�-��� V � �i,aa.� ZiAS.� 3ias.� ��-m�� C,4SEMENT ,�� OF Cp�� � � . ` . � RE: PL,4NS � j PI , , P KOLRE � KOLBE �'-0" X S'-0" y 2 8'-P>" OUTSWINGs FRENGI-� DOOR c��� �'�d ,. �' ` . -- I � �� � �� � �� , o i � . . , � SLOPED Q 2'-8" X 1;1mI' X 3 -6 � 1 4/A8.1 5/AS.1 6/AS.I ' 'I NALF PEN7ECxON THOMAS WADE ir, - , ,' ; �� � � �S� t.0. StON , R KOLBE � KOLBE 2 -6 X 1 -10 y 1 �#/A8.1 5/A8.1 6/A8.1 � -(d AUJNINCx , � MAYHEW - � , F � 'c�; I �: �L'�S g KOLBE � KOLBE �'-0" X 3'-6" y 3 1/AS.1 2JA8.1 3/�48.1 �-12�7 . � . � - � � ; - � _ _ , , , T KOLBE � iGOLBE �'-5" X 6'-8" y 1 OUtSWINC� �RENCN DDOR � � . �C� ��� " � � � � KOLBE � iGOLBE 3'-0" X 3'-D" F 1 �/,48.1 �/A8.1 6/AS.1 �I'-m" � ��l A � � y � ' ` a � ' i _ __ _ _ - - � -� _ _ _ T.O. S A � . • ` - � o . . . � , , ,�' j . , RE: PL,4N5 , I , _ , � � O . - ` � , 3 4 � , , , _ � - Date: � 6-15-99 , � , o , { �� ' _ , - ,� . , � , - � � : � � F a ` _ � ' � � � - Project No: 23006.00 � r � �� � , � - , , , � .�' ` � , , I 0 , � � � � � °� ` � � � � Q OO � O� v � �0���'J: } AA 8�-�° X 1'-4 5/S" x 3'-6° � 1 PFNTEC�ON Drawn b � NER � I 2'-4" X 5'-C�" X 6'-6" Y� O O � $B F 2 H,�4L� PENTFC�ON �� � I. RE��R t0 COYER SNFET �OR CxEI�lER.4L NOTES, � � a , � , ' O C� ��� ,�O C� ` � ' � - ` ' ' - GC 2'-8" X 2'-m" X 3'-�„ F 1 NALF PENTEGsON Checked by: � TM . � � . � � 2. SEE StRUGTUiv4L DR,4WINC�S FOR FRAMINCs,� FOUNDATfON 1'-6" X 2`-6" X 3'-2" 1 Nr4LF PENtECsON E � s I � � � I IN�ORMATION. � DD ' F , � ' � - ' - � � - " � ' � _ ' � • � -3."`UJINDOWS ARE SI-IOWN SGNEMATICALLY ONLY. _ Sheet: �_� ' ° '� � � � ' ` � � I � � � _ � � - 4. SEE MANUF�4CTtJRER'S D�4T,4 �OR EXAGT CONFIC�URATIDNS � ARCNED ; � . � �; � ` � DIMENSIONS. PROVIDE J�MB EXT�NSIONS IF REG2UIRED. � 4'-6" X 2'-6" X 5'-0" � � ' HALF PEN7EC�ON �` ' � , � � , � ° ' ` . ; . . .,� . �' . - � s , � �: - _ . ' . � � } _ � � . � - � ' � I � ' , � � : . � , . � 0�� ���� ��0� � � '� ���I �l� ����� , NOt USFD . ,. _ !, � � � '° . - ` 'AS.P� SC�L`E: 3" = 1'-�" �� � � 6,-0" X 1'-�" X �'-6" � 1 4/A8.1 5/AS.1 6/AS.I � PENTECxON , ` a b *� t Y � 1 � } `- - � ' ' ' T �� . C 1999 RDCI ���'d'RY 1�51D�TlC� � �� - �' . � � E �:�:' � . �, , , � - ° ° , ° ` � , , , � , ` , � , ' . . ' _ , . . - . f . r . � . . - , " . � , r , - , - � � � ^ y r . o , - � ' � ` � ~ } , / � ` • � —* ' � . � ,X f ._ ° � ' .. � . +. " � n 'l.` y { t ' _t„ ' � i . �� a � .. � " � e � � h � r� ^_ ' � � • ` ; � ¢t 1 ' 1 ' � , I 1 ' ^ � c , ' V ' ` �� �� � *' i , , � - ' {. � J - ' ` ` ' � , ' - , � , , , 5/4 x5 1/4 ������ 1�0��� _ j � ,� ' , � , � � , " W3 � � NEAD NOTE: SEE SPECIFfCATION6 AND StRUCTUR,4L _ � � � � � ; � � � DR4lUINC�S �OR MORE INFORI'1ATfON, _ , � , , � � NEADER S . , " � - _ � ° � • , � , � t�; s�trzucr. . I � I , , � , ,4P Y(NCx , ' � y � � � I � � , ' � . � ' � Pl EX?'ERIOR STONE PAVINC�s C3" MAX.� ON , ' ' . . , . I � , � ' � ( - GOPPER � , � � � CONGRE7E SLAB liJ/ UJIR� REINFORCINCx, T H E R E S 0 R T D E S I GN i. , � 4 ' ► , , ' , ( �LASHINCx - � , ON G'sRAD� WI7H SNOWMELT SYSt�M ON - - � I i �° C�RAVEL FILL ON COMPAGTED SUBCsRADE C 0 L L A B 0 R A T I V E � 1 , � ' . E � � EXtEND FLASHI � " NEADER � P2 EXTERIOR STONE PAVINCs f3" MAXJ ON 1/2° I x r �c R N A T � o x e` L x�. - ' ' i -� ' _ , . ' � ` � UP 12" � � RE: StRUCt. DR41NACsE BOARp ON WATERPROOF " MEMBRANE ON BLOPED CONGREtE _ , , � � 3 - ` I �., t2 1/1" MIN.) UJItN SNOWMEL7 ON 3/4" , , � UJITN KEYSTONE SLOPE CUT � , � FxPOSU� t P�.YU�oo� oN woo� ��ri�N� ARCHITECTURE, - fi'3 SANp SET GONCRETE PavERS ON 4" � , I � �r ' � , coMPactE� Ro,at� S�aSE WItN sNOU�FLt PLANNING, INTERIORS � I/2" CHAMFER ' � � � P4 SAND SET EX� S�TONE P�4Y��DE ; , , I ` � , � Main Office: Vait, CO � r ° ' . � � � OD S 1000 S Frontage Rd W, #300 Vail, CO 81657 ' Tel: 970.476.4433 ' , � M15 I Fl BY OUJNER � � - � ' • � _ NOtE: ALLOUJ 1/2" �_MI � , Fax: 970.476.4608 � " ' I �,aP aT ��AD � 1 �'�'S� Denver Office r _ t FILL lU/ INSUL. TYP. ; ' ' � ALL IUIN � Sl SY OWNER �617 Wazee Street, Suite C2 � ? � � Denver, CO 80202 �S� ---���] " � � 5�4��x5 ��4�� �A s Tel: 303.623.3355 � GASINCs �� _ , � ' � -- STEEL LINT�L � Wl 2" RICxID INSULA710N ON DRAINACsE B0,4RD Fax: 303.623.2262 � . ` j ON FOUNDATION U1�TERPROOFlNCz ON San Francisco Office • � � - _ " ' CAST IN PLACE GONCREtE �OUNDAT(ON r '. , � ��ED STEEL ' � U12 BUILDINGc PAPER ON 1/2 CDX PLYWD. San Francisco, i � � �� 505 Sansome Street, 17th Flr. DRIP GUT "`----` SNEATNINCs ON WOOD �RAMINC: IUITN R-19 � 9411 ' � \ �n �j �' gY��� BAtT lNSUL�4T(ON ,4N1� �o MIL. POLI'ETN1'LENE Tel:�415.392.4433 � � , W � �g� VAPOR Br4RRIER. PROVIDE HORfZ. BLOGKINCx Fau: 415.392.4454 w � . , � , } W ' W3 �os NOMINAL StONE VENEER ON UJl / UJ2 info�resortdesign.com - � www.resortdesign.com ; , � �LASNIN� t CS) . W� vFRTfGAL BOARD ON BOARD (1 x 10 ON I x 8) - � - _ , . ' , . RS. CED�R SIDIN�x ON T1'VEK - � F ' - NOUSE WRAP ON W2 , , _ . : . . � � GASINC� � ,� - WINDOW UNIT _ GS1 BY OI.UNER . , � ` � � ' CEILINC�S � �� � G1 1 x 6 T�Cs SM007� CEDAR SO�IT BOARDS �, ' � ° � � : _ � ; - � UJI�I��LU �� �� � ,����� � l�Jf�I� �UJ� � UJf 1�� �LU �� �� � �� . 01� �� . , UJf i��OUJ �� �� I1� ��O�l� �� � ° � GRl Bl' OUJNER �� � � � � ' AS.I..� SCALE: 3" = I'-�" A8.1 SCALE: 3" - 1'-�" ,48.1 �� _ � ��. w SGALE: 3 f -� � `; . � ROOFS O "_ ' � , - � � ' , , . � Rl CL,4SS 8 NEAVI' C3/�4" MIN. SU7T) GEDAR O ° � BASE SI-4AIGE8 - StAC-�C�ERED PAt7ERN - INtERU10VEN � � � ' , I � UJ(TN 30" FELTS ON UJ.P. MEMBRANE �� � � ON 1/2 CD>C PLYUID. SI�-IE,4THINCx ON 3 Q �� w ' � � ANTfQUE ME7AL POLYISOCYANUR4tE INSULATION � ` � � 70 MAtCN DooR ON 7YPE 30"` �ELT ON 5/8" T�Cs �/'� �` � � �I ( HARDWARE PLYUID. 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CED�4R RAFTER '' INSULATION, TYP. - — — —_ — — [� �._- .� � �„ MS S x 12 RS. CEDAR OUtRICzC-�ER ` . � ` �s� (S) �71rP. NDWD. - _ M9 6 x 1m R.S. GEDaR OUTRfCxCxER � � � . � EXTERIOR OUtSUJINCx G,4SINCs � '� Ml0 N�Ot USED � 000R tzE: scNEDULE M11 �4 � TNK CLE�t SANDSTONE TRIM i GAP Revisions: � . , M12 4 tNK CLE�T 5�4NDStONE G�,P �-�`i'-gg ����t SEt � �� � � ' M13 MET,4L SNOUJ �ENGE »'�`�'99 ��V. St�u � ' � - M1� COPPER CxU?tER �4ND DOU�ISPOUT LUIT+-! ��-��-gg �YISIONS ` � NE,4t GABLE 11-23-99 REVfSfONS �R ° ` � . S �PBEL W _ �,� ,� 3/4" M16 6 X 6 R.S. CED�4R RI M 12-�3-99 P�21NT SET < < . sr,, " �g• Ml� � X 8 RS. GEDAR tRIM � ' ,' .' - � tl , � , , 11/�" 4, � ' . � � �� � r g � .� 00� J ��i� �1�l ��01�1� � � LU f�l�OUJ J �1�� = �� . O1� �� . 2 �U f l�l�OI�J J �1�1� f l�l ��01�� � - i � ` - . 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' , � m � m � � � - THE RESORT DESIGN ` � - _ ' ' , ` � - � � � 's '��`� � - � � COLLABORATIVE Y � ' _ ' . � ' - � � � . I `\�\\`` ' _ _ _ --- - `- _ _ _ ( ( I N T E R N A T I 0 N A 4 ) ` , II . _ . " . - � �- - - - - ---� , . � , - - - - - -- - - ' � � �� 1 I ` � � ' � , II � • ' ; �_ � , � � ` � - ,' �..� ARCHITECTURE, - " - �.�, PLANNING, iNTERIOR5 . . . k � � � S � � ` I I � . . \ � ' ` � Main Office: Vail �O ` ` - . 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GOpRpINATE ALL MEGidANICAL AND ELEGTRICAL EQUIPhtENT � SUR�ACE MOtMtED �LUOR�SC�AIT LICxHt �IX7UR� / �'�• 6 ��,,� n - a AND I�QII(RED ACGESS P�LS UlftH ARGNI'fEGT IN ADVANGE. -� �t ti i' , p ~ � , _ o O o o STRfP LICsNTINCs � � � , � �, � � � �. GOOi�DINATE WITH ARCHlTEG7 AND OUJNER � D A w _ � � � , ` , ' , FOR ALL DEvIGE LOCA710N5. � (� WALL SCONGE � r � , . � � � � � 5. ALL REGESSED CAN L1CsNTS SNALL BE H'1T BY HALO 1�W � UNDER-CABINEt LI�sNt ' � �' ' `3 - � • _ � - � PAR30 W/ 310 GOILEX BA�FFLE UNLESS OTNREUJISE N07�D. Date. , 1?-13-99 � � ° � � , � - � R�GESSED S'f�P LIGHT � , ,o , , 6. PROVIDE SLOPED CEILING TRIM RINCsS AD�QUATE � � , � � Q , ' t0 SEt �IXTURES LEYE� At SLOPED CEILINCsS. / TELEPNONE OUTLET Project No: '23006.00 / Q TELEvISION OL{TLET �� � ° � - ' � , ` �. ALL L ICsNTB�At SHOlUERS AND TlJBS TO NA1/E CxASKE7EP ` � . , � ' " , OPa� LENS. '� �xNAUSt FAN Drawn by: C , � � `"4�, � � ' � ` � � ` � , � , 8. ALL �IXTlJREB ARE SPECIFIED ARE t0 SEt QU,4LIT1' LEYEL AND Q ruE�astAt . � s Lf�xNTING� TYPE. SUBMIT FIILL GL�T SHEETS ON /�LL FIXTURES , , � � ' c'',,� • � _ ' � ` AND DEVfGES �OR �4RGNItEGtS AND C�WNERS APPROYAL. - Checked by: � . � i � - - O �t.tr�ctiori eox � � ' ELEGTRICAL P�IEL � � � ` 9. COORpINATE ALL IN7�RiOR NON$TRUGTURAL DROPPED GEILINC�9 -�r�- - - , � , _ . . ,. o . � � ' WI7H 1NTERIOR pACK�sE, SIl@et: - ' " ` f ' � � � � �so SMOKE DE'f'�GtOR � °' ` ' ` 10.'4LL SWItCHEB SH,4LL BE DIMMER SIUITCH UNLESS � � ` � �n � _ _ _ �m � " , " , OTNERWISE NOTED = . , Qo ` Gr4R�CsE DOOR OPENER ; y, : ' �` - � , , . , , . • - GEILINCs �AN ' , - , , � , . � �- �.. ` ' . : 1 � � , . . � HEAT LAMP - , , . , _ • , � �_ � ; �, , _ , _ , , , , , �? • � PENDEhIT Llfsl-{Tlt�s ILOW VOLTACsE1 ftO : , ' ' ' � ° � . � �; .� � • ' 'k , : _ � , � - � _ ., , SEGOND,4RY RESIDENC� � � - at - _ � � _ � 3 ' C�1999 RDCI u:., _ , , , � , � . / � r . . � . 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' � - , PROVIDE POUIER�OR �"� '�'' � ' - � � , ARCHITECTURE, �` � , � ` • ' � , ` H�AT GABLE + PLANNING, INTERIORS . � � - � _ , _ � � �-� `� . _ , _ , ��� , ^ _ ' ` , , J _ ° „ _- __ _ � ' Main Office: Vail, CO ; � , - ' oa . � - „ � 1000 S Frontage Rd W, #300 _ '�, " - �� ' ——��� ' o i i Vail, CO 81657 i � Tel: 970.476.4433 � • , . - , , � � � — � � , � , - �� GARACx� �� � � — — � i �� � `�`' ' —_,— —� � Fax: 970.476.4605 ` - - ' " � ' r GAR�xE pOOR '� ��5 , � ` /— `_� i �i � i � � Denver Office � � � � OPERAtORS �\ ' � � — � � � i �i � � 161 T Wazee Street, Suite C2 , � � � ' � • W . i C----- i � i i 4, , ` � � �,_ — —— Denver, CO 80202 , . , _ � � 70 ASOVE (T_ _ _ _ _�'� i __ i � `� Tel: 303.623.3355 ��---� � I� � � � � � � i Fax: 303.623.2262 f' , � -- - - - � � � � � i i i � i ,- --� — _ . 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STfi�UC _ ' -�'- -� 1 ��� � � � � ��� � � ����� C,�� ��,�� � HALF-SWItCN�D CONVENI�TtCE OUtLEt 11-14-99 i�V I S I ONS A ^ , _ � p�AN NOi:TN � 11-23-99 REYISIONS f \ SPECfAL POWER OU7LET r � A3.1 SCALE: 1/4" = 1'-�" �� ° 12-13-99�.�PRiNT SET , � . , . � sw�rc►� _ . r ' �3 3-WAY SUJITCN ' , � � � . _ � a $4 4-WAY SWITCN , � � � � �D DIMMER SIUITCN � ' ` � � _ �, _ i ` , � ' �� SWI7GN IN DOOR JAMBS h '� � , , , NOT�S: Q REGE85ED INCAND�SGENT LIGNT FfXTURE �� CQ 9 t � < < , ' rn � . � 1.- ALL GONI/�NIENGE OUTLETS MOUNTED � ���NT�A�� REGESSED INC/�NDESCENT �'��'� `o gY0 . � °+' , , g 15" AFF 70 C�,EXGEPT AS �OLLOUJS: � �' � , , �, , CEILI1�1Cs MTD. INCANDESGEN7 LIGHt FIX7URE `�HOMAS WADE ` - � ' f ' �42�� : CONvENIENGE OUtLEt � 42" AFF � � � EXTERIOR WALL MOl1NTED INGANDESCENT � �' MAYHEW �i�"r �i"n� B-1287 � EXTERIOR SUf�F.4GE MOt1r11'ED q� = GONI�NIENCE OUtLEt AB01/B GOUNtER INCANDESCENT LICsHT FIXTl1RE � � A � (*� " ' � e � , � - ` ' ,` � SU�ACE MOUN'I'ED,FLUOR�SGENT LICsHT FIXIUR� * � ', o r ` � 2. PLAN tS FOR DESIRED LAYOUT OF ELEGTRIGAL ItFMS ONLY; � A R � - CONTRaCTOR �O PROVIDE INSt,4�LAtiON t0 MEEt AL� LOGAL ��-� StRIP LICsNtIPICs COQE REQUIREMENtS INCLUDINCa GODE REQUIRED SMOKE Q W,4LL SGONGE k , C , . � ` ` � - ` �. � DE7EC710N S7STEM. ' - � � �o , � " ' -� UNOER-caeir��r LICsHT Date: 12-13-99 , '�• GOORDINATE ALL h1�Gl-IANICAL AND BLECtRIGAL EG2UIPh'tE1VT i f , , AND REQUIRED AGGESS PANELS WITN ARGNITEGT IN ADV�4NG�, a' REGESSED S7EP LIGHT r , "; , , .� � � �� ' � ' � � • ' , 4. COORDIN�4tE WITI-{ r4RCHITEGt AND DUd�IER Project No: 23006.00 4 V FOR ALL DE1rICE LOGAtIONB. � �L�PI�ONE OUTLET r CJ 'TELE�/ISION OIJTLET , / 5. ALL REGESSED C,4N LIGHTS SNALL BE H�t BY NALO l5W Drawn by: • �, , G �' • . � ' a � ' , , P�4R30 W/ 310 GOIL�X BAFFLE UNLESS 07NREWISE NO'C�D. � �O` EXN<IUST FAN - � � v, � _ . + , � ' � � ,� ' ` , , � ' ' 6. PROYIDE SLOPED CEILING tRIM RINCsB ADEGKlAtE � 7HERMO87AT Checked by: � TO SET FIXTURES LEVEL AT SLOPED GEILINCsS. i , ��� l � , i � � ` �O JUNGtION BOX �. � a � _ _ ` � �. ALL L(CsNTS�AT SHOWER3 ,c�ND Tl1BS TO HAVE CxASKETED ELEGTRIG,41. P,4N�L � Sh�t' , � � . , M1 , , OPAL LENS. T� . � �s� SMOKE D�TEC70R � , , ,°-.'- - � • ' ' - ,' - 8. ALL �IXTURES ARE SPECIFIED ARE t0 SEt QUAL(T1' LEVEL ,4ND ' , G ` � ` - ' ; � � - � LIGsNTINCs TYPE. StJBMIT �uLL CUT SNEEtS ON ,4LL FIXtI,lRES � , � ,� � , �� �, ' , " , , " , _ AND DEvICES �OR ARCNITEGTB �4ND ou�tERS APPROVAL. O CsARAGE DOOR OPENfiR � � y y , ` � - -� CEILIt�Cx FAN ' � � � g- GOORQlNatE A1,L INTERIOR NONStRtJCTL{RAL DROPPED GEILIT�lCsB � , ,' � � , ❑ - e � � ; . ' . , _ � ' WITN INT�RIOR PAGKAGE. +� HEA7 �.AMP , � , � . �. . , _ , , � PEND�TIT LIGH7ING ILOW vOL7AG�) � , `,�� , ' ` . ' ` ` ' ' , � , , _ ` 'Ifd.,AL.L SW(tCN�S SNALL B� DIMMER SU1ltGN UNLESS ' ' �< �. V - -, " , • , ` - , - OT4�RWISE NOTED � _ � ; ` � � 4 , - _ _ � � A , ` OC 1999 RDCI ��D�RY RESID�NCE ' ' . � , ' �.. ' ° ,� ' , : ; '� + �y ` , , ' , , � ., , ° M1`, ; , _ , , � . - . . _ � . ��,�% , _ , r � , , , � � . • _ , , , . y� , � . , � , , � , , , , � _ _ , � � � , � , ._._.- ___. -�-� _____�--__.,_ �_ -�--._,.�.._�,.�.�....--�-�---�.. 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S1'MBOL DESCRIPTION �� '"� ` � � �F���� �� X �� � � ����I ��� �� �I Y � , _ DUPLEX CONVENIETIGE OU7L�t � � t . , A3.2 SC,4L�: 1/4" = 1'-�" DUPLEX GONYENIETICE OU7LFT - I'I�AN N01:11�1 Yr'c�i GROUND P,411LT INT�RUPT � � ' - DUPLEX CONYENIETIGE OUTLEt � �� ' , , ' AC f � ((� DUPLEX GONvENIENCE OUTL�T - � � , 'h'W� WEAtHERPROOF � ; ' ` ' , ` , � FLOOR MTD. DUPLEX GONYET�IIENCE OUtLET Revisions: �° . ' , � � � , , � FLOOR MTD. NALF-9LUItCF+ED GONvENIENGE OUTLET � 7-��-99 PERMIT S�T � ` , ' , , �IALF-SUIITGHED CONVENI�TIGE OUTLEt 1�-��"99 i�EV. �''J�}��C ' - � 11-14-99 REVISlONS '_ � - � SP�GIAL POWER OLtTLET ��-23-99 R�Vf S(ONS F � � • 12-13-99 PRINt S�T � � , , � sw�rcu ` ° ` ;�3 3-WAY SWItGN ' � - ; � r $a 4-WAY SUJITCN Y . ' NOTES: y�p DIMMER SWITGN , , � ° . , 1. ALL CONYENIENGE OUtLETB MOUNTED $� SWITGN IN DooR JAMBS E . . � B 15" AFF TO C�EXGEPt AS FOLLOWS: ` � � � - • Q REGESSED INGaNDESCENt LICsHt FIXTURE .` �� ��CO,p r, • ' _ �4,2�� = CONVENI�NGE OUTL£t g �2" AFF � LIACsLF�T FIX�T!RE �GESSED INGANDESCENT ' ��Q�� �O r O = rn ' � �,qG = CONI�NI�NCE OUtLET ABOVE GOUNTER � �} CEILING MTD. INCAND�°vGEN7 LICsN7 FIXIURE THOMAS WADE _ � °+' ; ` . , • EXTERIOR WALL MOUHT�D INGANDESGENT �¢ MAY H EW ` ,� ' m - r _ � LICsNT FIXTUR� � 2. PL�4N IS FOR DESIREP LAYOU7 OF ELEGTRIGAL ITEMS ONL�': EX7ERIOR Sl1f�FAGE MOUNTED -1287 � � f o � CON7RAGTOR TO PROVIDE INSTALLa710N TO MEET ALL LOGAL ^ � , CODE REG2UIREMENtS iNCLUDINCs CODE REQUIRED SMOKE INGANDESCENT LI�sNT �IXTURE _.., - SURFACE MOl1N7ED FLUOR�SGENT LICsNT FIXTIJRE ! �� , ' DETECTION S7STEM. [� p �R� �� � ° . � . . M� , � ` , , � ' 3. COORpINATE ALL MEGNANIGAL AND ELECtRIGAL EGiIJIPMEN7 � STRIP LIGI-}TING � ' a� - ANp i?�QUIRED ACGESS PANELS WITI-I ARGF�IIT�CT IN ADvt�NGE. � � � , - � , Q WALL SGONCE � '� '. . , � 4. COORDIN,4TE WITH ARGNITECT AND OUA�IER ' s � UNDER-CAP-�INEt �.i�Nr Date: 12-13-99 , _ ` , ` � ' . " FOR ALL DEVICE �.OGATIONS. � . ' 3 ` ' � � �' RECESSED StEP LIGNT ; � 5. ALL RECESSED CAN LfCxNTS SHALL BE H�t SY NALO 'i5lU ' �! y . - � PAR30 W/ 310 GOILEX �AF��E UNLESS OtHR�WISE NOTED. � TELEPNONE Ol.l7LET _ ` PI'0�8Ct NO: 23006.00 F� � . , . , � �. a � , � �' . � � ° ' . 6. PROVIDE SLOPED GEILMCx TRIM RINC;S ADEQUATE Q TELEvISION OUtLET _ ' - , ' � , . , _ . ' . , , U I To SET �IxTURES LEvEL aT SLoPED cEILIN�S. Drawn y: J � � EXi�AUST FAN ` , . �° ` � ` � � . � , � OPAL'LENS,at SNOWERS AND Tl1BS TO HAVE CsASKETED T Checked by: , � � THERMOStAT n, � , - � JUNGTION BOX � '- ' " 8. ALL FIXTURES ARE SPEGIPIED A t0 SEt QltAL17Y LEYEL AND ' t � � : ' ° � , ' � ' . LICsNTINCs 1'YPE. SI,IBMIt �I.ILL �lt��HEEtS ON �4LL �IXTURES 'r ELEGTRIGAL. PANEL Sheet' . r � � • - , � � AND DEvIGES FoR ARCNITEGt� AND OWNERS APPROVI�L. ' � �� , , _ , , , • - , �s� SMOKE DfitEGTOR � �'� c�- . , , � w e - � ,� ' ' � , � 9. GOdRDINAT� ALL INTERIOR NQNSTf2UGTUR4L DROPP�D CEILINCsS v ` ' , � ,4 ' _ � � < � , . , , � _ WfT+� INT�RIOR PAGKACxE. ' � CsAR�Cs� DOOR OP£�R � , .. 6 ' c � � ' � ' � I0. ALL SUIITGHES SHALL 8E D(MMER SWITGH UNLESS » N � r : ` � v � i � � � , ,- �,,, . , � , 07HERWIBE NOTED , CEILINCs �AN � � ` �- _ ` ' _ � , _ � ` �u NEAT LAMP � � , � � , _ a � � � _ � PENDENt LICsNtti�s ILOW vOLtaCsE> ' � r � � ' , _ - � ' , � , . �= � . 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ARCHITECTURE, - - ; - � CONCREt� SL�48 lU/ WIRE R�IN�ORGINCx ON �OUND�47fON UTATERPROOFINC� ON ' PLANNING, WTERIORS � - ' � ON GcRADF IUITN SNOU�IELT SYSTEM ON CAS7 IN PLACE CONCRETE FOUNDATION MISC�LL�4NEOUS 3. ALL OPENINCz NEICxNTB ANp CEILINCx HEICsN7S • , - �, �", C�RA1�L FILL ON COMPACTED SUBCiR,4DF WZ BUILDINGc P�4PER ON 1/2" CDX PLYUJp. �'O�S �4RE 70 BtTM. O� FRAMINCx OR FURRINGs. � `�, �° � � SHEATNINCx ON WOOD �RAMINC�s UJItH R-19 Ri CLASS S N�AY1' (3/4" MIN. BUtT)_GEDAR Mi 3 x 8 WIREBRLISNED CEDAR TRIM Main Office: Vail CO � P2 EX'TERIOR STONE PAVINC: l3" MAX.) ON 1/2" ¢. M�4TERI,4L �INfSNES AND tEXTUREB YARY, ' BATT I1�ISULATION AND 6 MIL. POLYETNYLENE SH�44GES - �vT,4C-cC�ERED P/�tTERN - INt�RW01/�N M2 3 x 12 WIREBRUSNED CEDAR TRIM 100o S Fronta e Rd W, #300 c. - r + ` . � • DRAINACsE BOARD ON WaTERPROOF �RCHITEGt TO APPROVE SAMPLES. g ' , " ' MEMBR4rtE ON SLOPED GONGRETE VAPOR BARRIER PROVIDE HORIZ. BLOCKINCs W(TN 3�9�` FELTS ON uJ.P. 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STRUC �i ' , � ' � M12 4" THK GLE�t SANDSTONE Cfi,P 11-1�-9"J i�EYI�vIONS , '" M13 METAL SNOW FENCE 11-23-99 }�VISIONS � � ; � - L � � ' - � + '.�� • .`. , ' • ° • • .' • � � Mi� GOPPER CxUtTER AND DOU,R�ISPOUt U11tN R� 12-13-99 PizINT SET � � . � GOPPER FLASNINCs ' - ' , � EXTEND UP 4" _ STONE VENEER NE�4T CABLE 1 ; � M15 S X 8 RS. CED�R tRiM � , ,n _ M16 �o X 6 R.S. GEDAi? TRIM ; ( � _ � Mll � X 8 R.S. CEDAR tRIM . 0 0 . _ . � �M2 ' � 16" V.L. i � "� ' S.S ANGHORS 1 � �� - S1.OGKINCx 2X�F RS. � � EAGN StONE , , , ; � TOP E BOT. R,41LS r , 4 C , ` , ` ` � z ,, �,`�� 4� ������, � � � � � � y, , � . z . � � �, . _ , i .- °; � 5 � ry SIMPSON L'1ra THOMAS WADE , � t�iN�. art�LE STONE RETUf�I � AY H EW .� , �� � ~ 1x ttCa SOF�f? BOARDS � � �2� O.C. , ; , � ' n ON TYVEK ON 1/2" ' � '� � � -� 28� � � ` � °SHEATNINC� - � ' � , _ !., � , C , F � ' , ' � SLOPE � IU.P, MEMBR4NE OVER � ; ' � � , ' 2" tH. EDCxE StONE 3/4" PLY EXTEND UP AND Ol/ER � � , � T o - . , UJD. 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RE• , ' ' , . , ' , , , RE: PLANS � " _ , � STONE SILL a� CO� ' �� �� , . � _ . � ; , � _ , � � , � � `- � - � - ' T.O.GONC. � ' � � ' , � � � � , ' , �� , �� �D +� �' RE: f�L/.�NS ' ' - � � ' � � ` � ' • , `' O ! ' , , . , , - " � � ��, ii , " � � "` � �. � ' � � � / ,� SLOPE �g� ,,��- THOMAS WADE . c� _ ° '. , , � . , � _ ./`�''i: � � • . , , , , . , � MAYHEW � '� , , . , . ,. � ' � �. , ._, , , , � , , B-1 87 � , , - . � , , . , , . , . , , , . _ � i� � i o • o o • - l r l � '. � ' � m e a � � , , , DA � , , • o , � � ` � � ` � � � � ' , , � � , _ , ; . ' , . , C ' O O � i p � , � . . � , � � ` � , , . ' ` � . � � � — � � ` ' � { r FOl ' • , � ` � ' � . � ` �a + ` - �; 3 � � � . � Date: 11-23-99 a ° z,, , , ° , , , � ' � � . , , , � ; � - , . , , � �,�, . 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ROOF 80 PSF u���'yp�L���FBE�USED�FOR2ALL28ELOW GRADE�PLICATHICxtS,BE RSTN C270 TYPE S C7R � ( WITf-1 I/2'�WXID° �41�lGHDR �� �+ - � -_ 8. rnPtc.�t. �.oat � ' 40 PSF ` � , „ WITH I/2 d� X (�O ANGH�R _ " STON� , BOLTS AT 2-O SOLT AT 2'-� ' ' • C. DECK = ' BQ PSF B. CONCRETE BLOCK SHALL HAVE A M IN IAl1M C06PRESS IYE STRENC7N DF 1940 PS i BASED ���R�� T H E R E S 0 R T D E S I G y ON kET AFiEA. COWPRESSIVE STRENGTN aF M+ISONftY f'm SHALL HE A M�NlMUM OF 1500 � U1 � ' , , , D. w�� - , , P51. E?iT�R1(�R Y`lALL I W i��" IN50LATION JOIN"T' r T �} `, � � � ` t. BASIC WIND 57EED= QO I�PH � C. 1WLLS SHALL BE REINFQRCED HORIZONTALLY AT 16' ON CENTER WITH 9 GAG� MINIMUM WITF-i Si-i�ATHING � � l. O l r L � � Q t l � T I Y � � : 2. ' �E r 8 LADDER OFt TRUSS-TYPE REINFORCEMENT IEEETINC AST?A A82 FAASONRY WALL � 4 4" 5LA �� ��� EI 4° GONGR�TE I Y T E R N A T I U N A 4 � R E I N F O R C E N E N T. H O R I Z O l t T A L R E i N F d 2 C 1 N t 3 $H A L L B E C O N T I N l K J U S A R W N D C O R N E R S. � T.O S L A F 3 SLf�B-C�N-E7RA1�� � ' , ` E. EARTNQUAKE zONE i D. UNL E S S 0 1 H E F 2WISE N QTm MASONRY MIALLS SHA II ALSO B E REINF O R C E D W ITH (t}-�t4 S T O h E � . , WITH 1 N W.F. O N " F. 8t1iRDINfi COOE5 1997 UBC � YERTICALLY AT WAII ENpS, ca�v�s. EACIi SIDE OF DOOR OR WINDOW OPENINGS RE� ARGH �2�_�5 5T0 ARGH �R � 4° G�2AV�L B�.S� ` � �J J l 7 A T N 0 7 O V E ft 2'-8' O N C E N T E R T Y P I C A L L Y. F f E I N F O R C E I R E N T '�1 J 1 L L B E F U L L Y ' � GROUTE'D IN PLACE, f�20UT 5l1ALL DEVELOP 3000 PSI IN 28 DAYS M10 MEEf A.,TAt C478 STON� DEGKItJG ` �' R�r PLAN � , z.- Founo�;ioNS: . . � �I�CHI�'EC.°ItJ� � � � � RE� �RGi-f. RE� PLAN , , LOGATlON ' A. A t t O M M B L E S O I t, B E A R I N O P R E S S t A+E I N D E S f G M I S A S S I A E D T O B E 2 0 4 0 p s f. E. 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OtAGT BEAKIf�O ELEVATIONS � GONTINUOUS , SHALI BE VERIfIEA IN iHE FIELD YlITH ACTUAL CtxQItIQNS BY CQI7RACTOR WI7H 7I `X X-rX ��n ��+�. ��� C� � ` � ' � APPROVAL RF SOILS ENGINEER 1V�U ALL BQTTQtit OF FQOTIN6S SNALL 8E A YIN11dJ11 OF G, PROVIDE MASONRY T!£S HHERE MAS01�62Y 118UT5 CCNCt'cE7E. - ` 4$' BELOIY EXTER Iqt GRADE. , 8.� � � x�x � x�--x x, W '�4� S F�tdd V61, �3tf0 � ° " p`o°O,Q p'o°O,Q p'd°O,0 p'd°O °' L 4X4X3/8 WITH •a'�a.o. o .40.°• ' " C. ALL FqOTINCS ARE t0 BE PI..ACED ON FtRN, UPDISTURBm� NA7lARAl SOIL OR PRQPERLY 8. GEI�IERAl.: • O'•Q: RO'•Q: 1^O'D' O'Q�' u � 0:�d.�O•� 0.Go•. VSII� � �it�/� t , , o. c,•„c�o o:�•�c�Q o:•c,•,;c�a o:�•' ° 3/4 cJX6' K WI K • On°>0 0'Oo°.0 V,'Oo°.�Q' ° (� , , C01P1VCTED BACKFILL. APPROVED BY THE $OILS ENOINEER. BAGXFILL S►iALI BE ` �' � .pO�.4� T�l: 970.47b.4433 � k . � COAPACTED TO 96x (MINIMAA) STNiOARD PROCTOR QENSI7Y UNLfSS OTHE32WlSE A. QJOINEER'S hCCEP7MICE WST HE SECUREU FOR ALL S7RUCTURAL SIASTITUFlONS. � BDLT ,4T I'-��� • � � � F� 9Tt?r47b�O13 RECQi.MQ�DED tN Tt1E SOILS REPCIiT. 1F SOFT SPOTS ARE ENCOUPITEREU RElK7VE SOIL � ' . AND RECaM'ACT W(TH ApF'ROHED F1Ll. (RE SOIL REPORT f1'�j DESCRIPTIpN OF BEARING B VERIFY ALL OPININGS T}i20UGH FLOORS, ROOF IdID MAILS W17N AIECHANICAL AND ' g �LOOR JOIS75 4 4 � � gp��,? ELECTRICAL CddTRACTORS. VERIFICATlC�N Of LOCATIONS, SiZES, LINTELS, RND 50LID BLOGKihG ° R�=PLAN � #='j r'4T I'-�F" � - REQUIRED CQ�¢�7ECTIONS ARE CONTRACTOR'S C01�('LETE RE�NSIBILITY. �2�"#S � , , � n. AO WdT PIACE BAGCFiLL AGAINS7 BASEYENi YYALLS tNTiL BIlSQ1ET7T FlDOR Ni0 ftRST ' GONTIf�WUUS � SIMf'�',�pN MIT � , HORIZONTAL. �PiO/�;(.��ili".�J FLOOR ARE 1N PLACE.• � C. PROVIDE ASPHALTIC 1MSTtC-COATtF� ON ALL STEEL AhD MO� DfPaSED TO THE EMTH • ' �S AT i'-4" �b�,r ��a.,�y ��� ,� - , ° - a HANGER VERTIGAL L 4X4X3/BXGOhiTfNUDUS a ����+ � � E. CENTEit ALL FOOTII�S 17MOER 1MALLS OR COLUANS UktESS 071�fFRYtISE AtOTED OF! D. SUBMIT SFiOP AND ERECTION ORAWIt�lGS TO ENGfNEQi POR REVIEIM OF ALL STRUC7U2AL � (2��2X1� TREATEP LED6�� VyIT+-1 3/4"(qXb�� K(^�(K � � �`M�fj �Q Fi{f� ; � . . P�s � - sT�►.. APD LAMINATFD YlOCO FRAl/INO IAt7HQtS. T}tE MM�l1fAC7URIN& CR fABRICATiON . WiTH (2�-ROWS 3/4"m x 6" - BOLTS AT i'-6" AND - , u TEy: 303,��3§y � OF ANY ITENS PRIOR TO VR{TTEy RfV1EW Of �IOP DRAWINGS WILL BE ENTIRELY AT THE • d - #� AT 1 -4 � � � F. CONTR,tCTOR TO PR4VIDE. AT HIS E%PENSE, FIELQ DENSITY TESTS ON COAPAC7f8 FILL R�SK OF 1HE CONiRACTOR. , EXPAN510N BC?LTS ts5 AT I'-4" X i ° I i/2" GLEAR 2X4 PLA'TE RAMSET - YERT�GAL F� 303.b23.Z2�^ . � , � � tn�mdt �oor�r+cs a�o i�rt+at sues-or�-crtisoe A U�NIWM OF t REPRESENTATiVE a 1 I/2" GLEAR AT I'-6" STAGGERED , „ ' TESTS SHAR.I 8E 7AKEN FOR EACIt F0071N0 AND SU�-a�-c��oE. E. , wnt�ttooFltaa, vapaR au�t�pRS. w�►7ptsroP. E7c.. 5HI�LL HE AS 5HONN �l 4 �5 AT I -4 . (GENT�R�D) � , � - ON THE ARCHITECTURAL ORAWINGS MID AS INOICATED IN THE SPECIFiCATIpNS. � AT I'-4" � u ���+ ` � �-IORtZONTAL � c (�� i G. NOTlFY SOILS ENGINEER YMiEN EXCAVATIQN ►3 CQ�i�IETFD SO 7HAT CON01710NS MAY BE a � #rj /�y'r (-Q � -L 4X4X3I8 ?C � `���'�+�� „'•"�+ [ � iNSPECTR}PftIQR TQ PLNCEM:IiT OF MlY FOR�N10fiK F�IL OR CONCftETE P. ALL DI►BNSIONS OM 51RUC1URAL ORAWING5 SHALL 8E CHSCKED AGAtN5T FIELD HQRiZQNTAL _ � {�, P�f.j � � ARCHITECTURAL ORAWINGS. � �RTIGAL o _ � GC7NT{NUOtJS WtTH s05 5�9�, 1T�'t�Y. � ' - � � ' , , , , � , ' ` ° ' 3/4"m x 6" San Fr�dsoa, CN �+l111 - � , ° ' �r J , ���; , , � -8" GAST-IN-PLAG� � KW{K BOLTS AT I'-b" T�"I' 415.39�A�433 . GONGRETE lNfaLL � � ° � �. �u. c�sr-IN-PLACE OONCRETE SHALL BE 11ADE WITH TYPE i/i� �n.u+o ca�+r. snen,e ° �, t�LAN � � ' F� 415392A+454 AGGRECATE Atm SNAU. DEYELOP 3000 P31 COhPRESSIVE STRfN3tH IN 28 DAYS. . ` e ' - ; ' ,., _ . - SAGK�ILL d �LOOR JO15T. RE� PLAN. � . , „ fl ' ' PRDVIpE STAND�RD • °, °. f2�: PLAN � • �5 AT 1 -4 X � � _ �t�•�'� , �` � ` � ' B, IF CqiCRET� SUPPLIEft PROPa6ES USE OF FLY11S11 HE �IALL PROVi6E OiMJER WiTH o FOR ORIENTATION U5E 2X8 � � . ° - � LE7TER iNDICATING COST REDUCTION AT TII� OF BID. iHE AqWLUS OF ELASTIClTY OF � HDOK iF fEN51�N Ld. . TREATET� LEDGER WITH 3/4"� p � � - Q � �� '�m � : ` ° ` ALt Ct�fiEfE SHAl.L EXG� RCt.S 33 !F•c (oa sr,aoo tv'C NORMAL NEIGHT Cp�CREfE) 15 NOT D�VELOP�i? �, pLAU . ` X 6" KWIK BOLTS AT t'6" �OR ,.� -- W 6" ' i` _ c, �oat sues-ON-GRADE SHAII DE PQJRID �r+ cHeacQt PATTERl1. AVDIDiN6 RE-tr�rwr S'�ANPARD FipOK PARALL�L JOIST GONDITfON -`4 °` a , ; ; - , CORNERS, WITH QONSTRUC'i1Q( .qINTS LOCATED UNDER PARTtTIaNS YHERE PRd4CT(CAL _ R � � . 4 _ , c v # AND M/ITH HD Dl►ENSION EXCEEDING 15 FEET d2 7l�TAt AREA OF 200 Sa1ARE fEET. AT 5EE GEN�RA� N�T�S TOP O� PLYI^IOOD e • _ �. � ` ' { ` lEAST 48 t10lIRS St1ALt. ELAPSE BEFORE POUfi ING ADJkCENT SECT IONS CA COHTRACTOR ° f a AIAY POUR S1./VBS-alt-GRADE CflNTINtJOUS MO S/tYiCtIT JOINTS, JOfHTS SHALL BE SPACED � � _ BEFOR� BAGK�ILLING � (2)-�5XGONTIPlUDUS a • � /3 FEET AM SANCUT 1' DEEP X 1/8" WIDE WITH IN 12 HOURS AFTER PaVtt ING. CMRY ALL RE s PLA�N R.E:PLAN ���-#� � , �- SLAB REINFORCfaEM TtROUQi .IOINT. � a . • " ° - _ , a � e I GONTII�lUC?�J5 � . _ _ • -� . I ` � - D. SLABS. TOPPING, FOOTih'G5, 9EAMS /1W M011.LS SHALL NOT HAVE JOINTS IN A HORfXONtAI ,o � V a+' PLMIE. /�NY STOP iN CONCRETE Y�ORK IIJST 8E W1DE AT THIRD POINT OF SP/W WITH ' ° '. � � a _ 2" G�EAR , /°� R�, PLAN VERTICAL BUlKHEADS Alm FIORIZCNTIU. SHEAR KEYS tAdLESS OTHERMISE SfiOYIN. ALL ' � . ° . a0 `�� �� � �� � � ` ' CONSTRUCTION JDINTS Sfi11LL 8E AS DETA1Lf]} OR AS REVIENED 9Y 1HE ENClNEQt Q ° • ° ° s �/ �� �r �► i < < - � ' E. ALL �ETE M�`iK N�D RE�NFORCEidENT OE7AILING SHALL QE IN ACCDRQANCE WITH Q � � � i � G + ' � S " `_ ° ' _ 0��I�ETEQM�E�1AL�HJU�E 3/�iN�CF,I�t��ilJ�tF�'FR.�SE M�,SH00C8 O�N OSED fDGES j�s PLA1� . , `• '� a aa 4 + 3/4 = I O ` ,' � �, DCMELS UNLESS tlTHFRWISE NOTED. 11J , �s 6 •a � � " ' � ' ��-6�� . �� �� ( �� ` i �,, / • � 4 RE INFCRC t �� ° , , #5 AT 1 -O X � �� I � p , 3/4" = i'-O" �� � � �� ' '� ° • ° 2X6 STUD WALL � ` V � ,�: u.� Reir+FaiciNC srw.�. ae +ria+-SiRENC7H DCidil�iED BARS COPIFORAIING T4 ASTA1 •' . • 4 . ° � � Io" a w I � - ` � GRADE 6'15, GRADE 00 D(CEPT TIES, STIRRUPS AND PLA7E MJC4i0R3 W1lCH �iALL BE ' ' * ' . 2X6 TREAT�D PLATE Q ` DEFORMED BARS. AST1A pESICNATIati A815, at�DE 4o Z ,. , , , ' � ° � a SOLID BLOGKlNG � �� • • . a MATGH �fERTlGAL � WIT�-! I/2'd�XlO ANGHOi2 � " ` B, ; Y1ELDm WIRE FJ�BRIC 9iALl �NFOR�A TO AST�1 AiB5 MD SHIILL BE LAPPED �lE Ft1LL � Q • � ' ` � ° a �� . WALL R�INFDRG�MENT � ' " � � � IAE9t AT SIDE MA Rr! SPLICES MD WIRER T06E'(HRt. � a� ` a� • " � '° �'`(PIGAL �OOTIN6 J..,EGS AT ALTERNf�TE s (2)-�SXGONTI1�fU0U5 BOL75 A7 �-O , ' , � � � � ��+a - e � REINPDRGEM�NT 5{DES c► RE: 4/SI O � � TC. POt.YPROPYLENE FlSQt REINFORCING SHALL HAYE FIBER tENGTH COORDINATE W'fH � , � , At;6RECATE S IZE AS PER'NA�1FACi1JRER'S REOOM�fENDA710NS. AYOl1NT OF F 10ERS #5 �T � -4 W � , � , ' SHALL BE A MINIt�A dF � II LBS/YFiU3 OF CONCRETE OR TkE AlAWNT R�COIA�tENDm + = R�� r''LAN � 1/2" 150LAT101�! JOINT 4" G�hiGR�TE ' . - - BY THE WWl1�ACTURER MHICHHVER rs at�7ex. BAGKFILL VERTIGAL. � � RE: PLAN SLAB-ON-GRf�D� � W (x RE� PLAN 4" SLA � ' D. REINFORCEI�l7 PROTECTtOFk � �'aTANDARD 8aR5 TO MATGH , #5 AT I'-4" � T 0 5LA8 DR{�/EWAY WITH W,W,F. C�N � �. ` 1. caNatE7E Pwr�m r�c�iNS7 F.ntt� 3• W �NSION LAF TYPIGAL FDOTIN6 � HORIZONTAL R�� ARGH 4" GRAYEL HAS� � Q � . � ° 2. c�tErE Pamm iN �t�s (�rnosen m r��►i�x at �ttirt) s" -► REINFORGEN►ENT : , 3. � wuts (NGr �'oSED To wEA�x} 3/4" 1J Q 1/2° 150LATIDN r--a =-•� � E NO SPLICES f�F REINF�ORCQAENT 9iALL BE MADE EXCEVT AS DETAILEII OR AUTHORI2ED 8Y ' � . ..IOINT + `�'. �,y.�- . W � � - ' THE STRl1CT1JRAL� ENf3INEFR. UW SPLiCES. MNERE PERt�tITTED. SHALI 8E A 1AINiRftY OF SS m - V � ; d R�� PLAN -�-x 'x �x r�- X !! X X � ►-� e�+a oir�er�as uwt.ESS arx�wise No�rm. MAICE All BN2S �ONTtM10US AROUND � T1'�'IC,4� ST�PP�1� p � � � , , � a . ' • � � � � - . c�ar+�s. - - - - - _ R� F04TI1�lC� D�T,4(� ° �. �. � ° � . �2,'#5 � •�•.Oe e �'.Ob• � .p'e'• � `po e �r Oti e 0•�hti. 0•.�o°• � ' F� PL.ACE T1A0 ,/a PER B' THIQWESS} IM17M 2'-0 PROJECTION I1R01JND ALL OPENiNCS IN 1 � ' Oo°e��aO,o°.D�aOo�� Oo. 4.aOo'n�'O,o°.���Ooa�� �a � ;- CONL1tETE Y/All�. AlSO PROVIDE TNO /3 X 4'-D OtACONAI.IY AT EACFi � GC�NTINUOUS I I I � � i ' ' ' 0. CON71NUW5 TOP AW BOTf01A BNtS �N�wnit.s MD BEl�fds SN�l.1. eE sPLiCED AS �� �� � O� � 2 R.�� PLAN ' � R�: PLAN "rJ" � t - � FOLlONSe TC7P 6ARS AT N(DSPMI. BOTTCIM BARS OVER SUPPQR'fS. - �� � X ° ' Xs--X.r�- , . ' � RE: t/51 O F�T� a �j '� ' � H. PROViDE ALl hCCESSQtIE5 NECESSARY TO 5UPPORT REIMfORCiN6 AT POSITIOkS SHOYN 3/4" = I'-O° d b:e•0•:O'e' ' REINFORGEMENT ,, � � �� � j ' . �� ON THE PLMlS. ALL REtNFORCD�ENT TO 9E MELD SECtJR0.Y IN PRQpER P051710N IN - /� ` �c.�Oo�.Q � FLOOR ..1015T5 • ° � #rj AT 2'-O" X � � � ' , , - ACCORDMICE WITH THE 4ATE5'T J1pD IT lON OF AC t 318. �� ( � I �� � F , _ �i `l � � RctPLAN � ' �_ �� .,p� ' ' S. �� sr�ucnsw►� sTE�.: 3I4° _ �•-D" 4" 5LA$ ON i _ 2 � r-� - f , � - � ' A. ALL STRUC7UtA4 STEEL �IAtL CCNFd21l TQ ASTM A36 EXCEPT P1PE UOLUANS NHIq1 GRADE = - �...{ � RE:4/51.0 0 a E , , SHALL OLTIFORN TO �STY A33 MD TUBE COLU6NS TO AST1A A500. CRM� 8, UTEST 0 ± O � E'�� � � � ED)TIONS. STEEL SUPPLIER IAAY PROVIDE I1STll A572. CRIIDE 30 A7 HIS QPTION. MECFiOR (V k ` BOLTS SHALL,BE A307 STEEL MD 111SCELtANEOUS E►SEDDm iTEYS SHALL 9E A36 STEEL, • � �5 1(�RTIGAL {TYPEJ #5 V�RTI�AL (T`r'PEa ' (GiZADE A-IOb) � � - , � ° , 8. STRUCTURAL STEEL SFU1Ll BE DE7AILED Mtd FABRICATED IN ACOORDANCE WlTN LATEST , - d � `--Bfi�GKFfLL � - PROV�SIONS Of AISC 'MANUAL OF STEEL CQNSTRUCTlQN.' I�-O" I'-Q" O .' '� , RE: PLAN e+ t � . , . - , , . , � , _ R c, uy�ESS an+ERwisE ria�rm, usE sr�;Um �uwtv e�w c�o►r+ECTia�s wi�r srea. RF� PLAN R�� PLA d 1 BOlTS PER{AISC '4ANUAl OF STEEt CWSTRUGTION' TA86E tl-/t WITH A326-N BOLTS OR � + ' . _ � NELDm E9UIVALENT. 50.EC7 OCfdNE�CTION AT EACH SALICE TD St1PPORT BO7G THE - ° . IY � � ' K , roT�u. uN�Faa� �o�n c��c�rr � c�nt crva e�� sa,w. ; � .. , � � . . <, , .� ° Y�IITH SHEATH�tNG �2)-#SxGONTiNUOtJS W _ n. �IINIWfI MELDS TO 8E"AISC AND/OR AM6 BUt MOT LESS TtUW 3/18 CW?!NllOUS FILLET . . �.�+ - RE=PLAN a V � ur��.ess orneRw�se r+o�o. < ° �� � , E. ALL WELDERS SFIAt.L MAVE EVIOENCE OF PASS1Hti 7HE AMERICAP{ WElDINO SOCIETY + i~• '��a ', a , �_ � • • ,y " ' �� #5 AT I'-4"X Q O a� , _ . I 1I4 TIMB�RSTRAND i $TMDARD Ql7ALIFICATId�S TESTS AS DET111LEp !N AN6 D1.1, - ST�NE 1/�N�ER _ t F. SIRUCTURAI. SUPPLIER TO FURNi5H LINTELS FOFt ALL WISONRY OPRlINGS NQT IN LOOSE a' • �° R�� ARGH �OR i21M 6° �� �� � �� � 4 ,� • � ' - ` LINTEL '.�DULE OR AS Sii�YW W STRUCTU�tAL DRAMIiNGS. d�lE ETID OF THE tINTEI. • LOGATION �'�'A� �� ���- S ���$$��]�: , G.�NTI NUDt1S � �'.,FiALI BE FREE TO tAONE HORIZGNTALLY TO AILOW Fpt ELONf)ATiON M1D �aHrQ+ixc. � ' 3/4° = 1'-O" . � p , , C. PROYiFIEUANCFIORS FOR BEAMS BEARING ON tAASQ�RY YNERE ANCIi�R BOLTS HiE NOT ' , " �XTERIOR WALL e� HORIZC�t�[TAL � WITH 5f-tEATFiING �t �a� ' � ( d � Exl'�RIOR. lN�LL � , � e. ,�_�iKK �� m . �I��RGEMENT � m � - STO� VEt�I�ER WfTH SH�bTHING � ' - ` , r. Na�-sruturt caan sw�t 6e �2wioEO �s ��ows: , - O (�1-2X BLOGKlNG �� �� ( /°1� � ` t. BETMEEN COLUlN BASE9 MD f00T II�S. . �,� x x x x�- , i�: ARGH POR LOG/�Tl ON � k m - �. rroopo �' - ' ,� � " L 4X4X3/8 WlTN i I/�" 71M8�RSTRAND J � � ' -� ' , ° • 3/4"s7 Tf-iRU BOLTS - ' RIM �/4° � f`-O" A. ALl FRA1AINf3 A!D 1RUS4 Ll�BEF2 SHALI 8E DRY OQUGLAS FIR, U1RCN. GRMED BY a . - I. MESTERN 11DOD PR'OOUCTS ASSOC thT ION IVI�D CONFORY ING TO UN I FCR11 6U i LD INO � u AT I�n j • ' . CODE AS FOlA.C7WS , , � � ' ' � 2` n+iac�- 4•�wipe ' sn�o Fa • �da Psi x x x xA- � V�" 150LATI�N 4" SLAB 2,_�„ ; ` , 2� Ta 4• n+iac � e` te1MIDE3i ►+a. � �a � 90� PSI Jc�iNT � � , . , . - s• TMiac - 6" s wiooe rio. � ve - �aso psi I'-O" PLDOR J015T � -{� NOTEA ALLOW�BIE STRESSES NtE AiINt1�1115 N� fC)R NONREPEfiT1V� USES PRIOR TO #5 VER71Gf+�L C"fYPEJ �,p�,p� #5 AT 2'-D"X J i ` ` ALLONFBLE STRESS tNQtEASES. , � � a � ax6 �E,��n (_'.� ��)-#� F ' ' , • 9. PROVIQE t X 4 CROSS �tID01NQ NOT 4YE3i 8' ON CENTER FOR ALL 2X WD�D JOIS7S AND ?X PL.A'T'E 1^I(TH !/2"Q� f ` , , , , SOI.ID BLQCKINQ Bt�MEEN JOISTS AT ALL SUPPORTS. PASTEN Al4 YrJ00 IEaBERS �� (GRADE lV , , , WITH CON/ON NAILS AL�ORDING T1D TNE UBC SCHEAUIE UktESS piHERlYIS£ NOTFD. d X lO ANGFiOR `'-`� SOLiD SLOGKING A'f�6) k , C. IANINATE7J BFJ1A1^ • � . a � " � ° E30L75 AT 2'-0" O DRIV�Wf'�Y f2�oPLA1� : PLAN *k F � '' ,'t:�`��R'� �L��R JO1ST � ° � � .' i. �u. uM:w►r�n�e�s sFw.L eE v�t�c��o wrn� atr wtie� oF • 6 , e . � 9LAB �• �; ,,, �•,�✓'1,�a�`r - . _ � � # , FLOOR J�15T ,°«Q ��"'�U''a ONE OF'Tt1E, FpLtC3Y1'INC SPEICIEa^ M£ST COAST DOUGLAS FIR� NEST GQAST � a +, '�� F��',p, HQ�.Ad(. NESTERN IARQ# OR S�iUTHEFW P INE. ALl S IZES 3NOYN1 ARE NET RE� PLAN d. .� . v � � ' 2. WIINATED 1AE16ERS S�iALt 8E DETAIL.ED A1d? FABRICATED IN ACxORDNdCE WITM ; ���` S (2�-#5 RE�PLf�.N " ° m��s F � � lHE STINOAim SP EC i F 1CAT IONS FCR THE dES 1 GN NO FA9R ICAT I QN OF o +� � STRUCi1JRAL CWE UYtNATFb T146ER, UTEST EDITiON AS PUBLISkEU BY A�TG. � � �� GONTIhlU0U5 F � °a�"' � � ' 3. ` ALLOMV�HLE tai1T STR£SSES REGUIRID f'at LAY(NATED MEI6ERS (DRY " � AT � � � a • 50LID Bl..C�GKINE� �� - ,�r .y�i ` . TYPIGAL. s . " COPOlTIONS OF USE) ARE AS FOLLOM� �' , a - f-IQRIZONTAL a • .. . , - , - � ,�. e�uuc z400 Ps i � , ao HooK '�Y B: TET1Siah1 PARALCEL TO GRAIN �20o Ps� t'f1 � " � #5 AT I'-4", . . ' i - ' C. � COI�PRES910N PMALLEL TO ORAIN i359 PSI � C2)-2X6 PL/�TES . + �- _ " ` D. FR�RRCNTAL SFIE/1R _ 1S0 E�SI , e a:O'o'.� Q•:Ob.�°0:Oo. • ♦6.��� �o� ��� �+ ,` ° YERTIGAL. " 1 1/2" WITH I/2"4 X 10�� Oo°.O,��Oo°.4.Q°C?o�.0, i:�,`„� �, 8� � ea�d��`*��+. • e. CQPRESSIOF7 PERPFI�DiCUVR TO GRA�N � psi . . (GENTERED) � ANGHC�R BOLTS a ���r.�� G��(}y`,,� ' s. LNAINATED 1EABERS S�AIL RE BUIDL3'-uP usiuo 2 r�iau ►,ur�sttw. O o R�: PLAN �5 AT 6 AT 2--O • s`�fatttiu�z�s � . 4 ' Y p, PLYIMDOQ DEpt MD/OR MDIF�RBOARD ' ` 1. P/WEL THIGWESS SFfAiL BE AS St101M1 GN THE �ZAYIINO, APPCICATION SHALt, BE : . � REs ?ISI.O �RTIGAL d 1 . - �X� TR�ATED LEDG�R , , ' IN ACCaRDMICE tY1TH RE�A710NS QF TF1E AYQt1CM1 P4YYAOD - -- WI'rf�1 3/4"tbX 6" Y �', . Assoc��sioN. � - � � I 1/2" GLEp.R ; � - , x. 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E - � . ' � , . , � . � , o - , , . ; - � �s�_4� ia���, , ' , FIEL17 D�TERMiNE . •* �`='^r�r,� - � � ' � SO�S�iNI(ESTIGATIDN� . , q(,_{" ��> _ .;"`y_; ;4.''��� '�''�`�, , , w �, `J`i���C��"*� � _ 4'-O" MIN. �R05T - �[NI'-6'7 - .� - - --- - - - -- - -- - -- --- -- - - --tSLOPES] � _, ,.�_ [l03'-6"] '�� � �. ��+ ,n � `. : ` ' Q � , _ . . , _ � . V . r , , � � _ � �� �� ���� - G .� . . t I 'x ` I ' � � �� � . � - L _ _ _ _- -- ------ -- - -- --- --- - --- -. _ __ _ -1 ���s,�,, � ,����R�� [SLOPE57 106'-F�"] ' I� ( �q�- � i t''+'� `�� ,1�'�. "` �' �` � - . . � - ° C P ' � ��1�•�! �l� � I � �� ��. �I ''�l _ - .�,�_� �e ��p.�Y {� �� rt� C3� (�G�-s�t'`r� � . TDP D� TO OF I/4" = t'-C7" �¢aittitt��t P{LASTER ' �'ILASTER 2'-�" >C 3'-2" X O'-10" � y . ; � _ , - _ [I12'-6"1 = [l04'-6"] WITH (3)-#5 EAGH W�hY - 8'-O" 6'-3" 'T'r�'IGAL (2 PLAGES) ' � , � � � , . . . , , ' ' � � , ' S'-6" ' lG'-11" 3'-6" NOT�: ALLDWASLE � IL BEARING �OUNDr4TION NOT�v: ' � �af�. i 2-i 3 99 ' �� PR�SSURE iN D�SiGN 15 A�55UMED �. DATUM �LEVATION IDC>'-O", SEE ARGHIT�GTURAL Di2AWlhlGS 8. FOOTING ELEVATi01�15 SHOINN AR� MAXINllMS AND MAY NEED TO ` I, ' �- � � > TO BE 2000 p5f. A REPORT PROM ppR AGTUAL ELE�/ATION. BE LO►NERED DUE TO SOIL GONDITIONS. V�RIFY GHANG�S WITH 6 ' ' , 1`-U f/2" 1'-0 1/2" THE 541L5 ENGiNEER MUST VERIFY STRUGTURAL �NGINEER. PnO�� �O: ` � ", It�t WRiTING AGTUAL. 501L GAPAG}TY. �_ �� �96 2, {XXX X ] INDIGAT�S TOP D� FOUNDATION WP+LL EL��IATION. r , ' , ` c{. PLAGE SL�B ON GRApE ON STRfJGTURRL GOMPAGTED �IL4 OR � � ^ ' , ' � 3. (XXX'-X") INDIGATES TO�' OF FOt7TING ELEVP�TIQN. N/�TURAL GR?�D� A5 OUTLIN�D IN SDILS REPORT R? ` ` ` ° ' • - � 4. GONTRAGTOR SHALL FpLLOW ALL REC�UIREM�NTS L15T�D IN SOILS !O. tJNLE55 07H�RWISE NOTED - A4L SL�B ON GRaD�S AR� 4" THIGK ��a� � � ;, , • , � � ' " R�PORT. WI7H 6X6 W2 l X W2.1 Y�[�LD�D WIR� �ABRIG _ � . , ' 5. GONTRAGTOR SHALL PLAGE (3)-#� YERT►GALLY �ULL HEIGHT O� II. P}ZO�/IDE GONTROL .101N75 OR GONSTRUGTION ..I�INTS A5 SHDWN ��je�(Q(� �/; ��'j � ' ' 1^4�LL AT HlGN S�D� C7F ALL WRLL 5TEP5 HIGHER THAN 4'-O" IN ON FOUIVDATIQN PLAN. MAXIMtJM 51ZE OF EaGFf r�R�A SHf�LL NOT � '� � � ' - , _ ADDlTION TD Y`WLL REtNFORG�M�t�iT SH�WN OT+iERWtS�. EXGEED 2a5 �T. � ' - ` . � 6. ALL. FOl7TING5 IN GRA!^tL.SPAGES SHP+LL B� BAGK FILLED WITH 12. GoNTR�.GTOR TO GoORDINATE �LL i7IMEHSIONS AND DETAILS S��t� � _ , ' , � - GOMPAGTED STRUG7URAL �ILL TO TH� TOP OF THE �40TING WITH ARGHITEGTURAL I�RJ�ININGS. ' ` MiNiMUM, tJNL.ESS NOTED OTHEt�Nt15E ON PLANS OR �'aHOWN QN - ' �� ' � � � ' - , � S�GTIONS. ° 13. F�R OTHER D�TAILS NOT GUT ON �O!JND�TION PLANS SEE SNEET SI O. ' s. � � ; �'` ` , ' 'l. �LOOR EL�VATIONS SF�OWN AR� AT TG>�' Or- SLAB DR ,hT TOP p� � - ' PL.YWD�D �LOOR SHEATHIh1G. 14. G�NTER �QOtINCS UhJDER Wf�LLS At�ID GOLUMNS UNL�55 `_ , , � ' ' � , . , � � �, DIM�NSION�D OTH�RWISE UhI FpUNDA7�G�i�l PLAN. ; ' � � , � - �, ' . ', ' _ � , � _ ` . � , - " , , � � ° r . �_ � �� t: � ' ` � � � , . ' y ��� ` , ' :, � � � c � ; ° ' � " . - _ - , S�CC��lD,4i�1' i��I��TlG� _ � , =R� w - �19g9 �iIK! �� _- , " ' `�{ - _ '- t , _ � _, � � . , . _ , . , � _ - � „ '' i _ �. µ - - ` , n - ` . ' � � � ' . � - � ` _ � . � " - � ` � " � ° . _ , . - - - - - ° ' -- - ` ` � �, r . . '� -.� .. _. •-_ ,—'�- -..,...,-...-_ _____ -. _.-..» .. ..-,--•-_-� -,e " ._„ -.-t. .,_ �-- ",.� -..--.�.- �, S � 4 ' ' � i I � . � ' " i � . � �� � , � f � W , , " . � � � � � f" . E ' � � a _ - _ ' � �, `� •� _� " � � 6 + , ` . ' t �. -_ • _ . 1 � ' ` y . - THE RESORT DESIGi� ; - ` ` ` ' � ' , COLLABOR .� TIt' E � . , � i Y T 8 R N A T 2 O N A L r, " . + , . � " - � 1� 4X4Xtl4X8" EAGH 51DE � : � . ' Y`iITFi (4)-3/4"� X 4" KWIK �� ' � , 80LT5, TYPIGP�L �AGH END ARCHiTEG"�U�, - � - � � � PlANNSNG, I1VT'ER�CZRS ; , - , R�GE55�D SPA qG'-f I,� , ABOV�, RE� ARGF4 4 a ' � , < < ° - , ; ` , si.o \,�,. -roP o� � l�i� t3ff��: 1lail, CO ;" � 5T�� 1� S Frqr�e Rd W, #�30(1 � � , i , . Y�{I, t� 81657 4 - ` I L 4X�iX1/4X8" Ti�l: 970�76.4433 1 ' f' � Wl7H (4)-3/4"G? IOXI4 IIP �I R5 �XP05�D Lit�i� O� DEGK F,a� 97aA7t�.4fQ8 � � ` � i THW1 BOLTS t3�AM "T`t'PIGAL AT ABDY� } _ , �\ ----., EXT�RIOR DEGK - T - - - -- — ��r�v�r t3�'�ce �'�� � , �= , -, i 69 7 Wazee� S��a t� F , � � _ -- � \ /� i _.. —.._r � .— ----- --ti---� , . � I z" Y,,�� , � � �ea�, t70 �4262 � _ ^ ' . �' ' ��,�-o„ � T�9: 3G3.6233355 ' � i E� 3�l3.f,23.?25�2 � ' ° , � � � j �� r ,� - � ; 2x12 �- � ' � '� ' �� DEGK J015T5 � � i � F�Cj���a � � ► � � � ' � � 51 O 5LC? �� j � \\,\ O � �� X { � AT i'-4" ' Q� � 50J S!�ffi01Tf@� 1�1�. G�i-i i TOP OF G , ----_ i ; — 'i t�,/: A� � � n � k_t j .9N)F1��0�� � �r��� � ' � / •. � tV � , , � �- � � b �, , STOt�t� oN � �— � Te�: 415392�4433 ;i � . „ , , _ w t- � ' , 51,0 i � D�GK ;� (x`I Q Q � F87� 415.392A4� ��' ' ` ' ` . ' �vG�-8 �/2" ' �o . f , . (2�-2x12 \ L � �.i��G�'�1 ii�. � � - �--�' S50 12" VL � ,� DEGK �ID15T5 ^ � T�F OF � N �` ' � . - , i AT I'-�i' � � � . _ f'+T I'-4�� �.. � i , g SLAB � � ;' I G ' � � ! '"'"- 51MP5�h1 � , � � J � Gg'-q" 8 FiU +��ANG�R I fi, , „ ° � { �f ' } , I i � TOP O� 3/4" T�C G 51A � 1 ;� � ' , � � ' � ^ y, F PLYWC�OD 6L.UED , \,�1•- I , �� ` AND NAILED !� i - ; , f r 2 _ �4 � , , ; ,��. � � k ' , SI O t Oq'-b" 55 0 j � � ' ' � �--L � ; , � —�aF= UP , � E � � � � TOP D� 4° � ' (2" BGI/4�',a-O ' � :. ONLY � ` ' , ' SLAB ON GRADE : .'i AT I'-4" � ' f ` 1 ' � I �� � , . I � , �, � ' � � tF I 7 � � < , 1 � i � fn ' I X UP r � `� L4X4X1/��,"' WlTH ry J j � � dw'Y ? , I �A � � � _ °. SI.O 5 SLOPE ��� 3!4"ai�E6-" � 51MP50N MIT ' ; � � � C� � ` ` . KWIK BO�.TS AND , � HAFJC�ER ' ; � ry ' � 6" SLAB RE= fc?/56.0 � Q ' S1.0 RE� ,hi2GH (2�-3/4"cp� , ' ' 4-- UP ` � T�P O� SL�B = Caa'-10 !/�"7 � � , , ' - ,� i , TNRU SO T5 _ , ; i2" BGI/450 � 1 � ti � � � 6 , , , � , , �� -. C�PILY � � � � - r ° ( I _. -- i----- --{- - l--Hi�t`qi��t-'t�?t'f" 12" BGl/450 A;' BGil450 AT i -4 m � �� � � f.�7 , C, _ � i' � ; , i ' , �AGFi �ND 5QUA5N BLOGKS AT I'--�F" h � �� T7' U ` ! , , STAfR i � � � ' a , REQUIRED AT TS 3X3X1/4 �'O 51MPSON ITT � � ��"1 � ; ` ' '- i� ` ' , , f GOLUMNS ABO� OLtJMN -1 HA�NG�R , i �d 1 � � 110'-2° i' 1 , i (TYPIGAL) f�)-12" L.V L � 4 i , 1 � T54X4XIf4 TOP O� IID'-8 I/�" ' � . , . . GOLUMt�t � , � 12" L V.L. AT 1'-4" ' + � � �, 3 5HEA7HING TOP O� ,{ � t , BEAM � (5)-2X6 RT STOhI� �� � i � � � , � 4" SLAB � ; � � POGKET i GOLUMN � � i � � � ` , � 51.0 I�" �ll... << � � � � � � (4)-2X6 p' .' k � - AT i'-4" f'` „ (3)-�t f/2" V.1... i � ' � , . . � ,l�.���� � L 4X4X�/8Xt2 i � ��5 � � 12" SGI/45O Yr'toXt2 i '��'' � � � - T54XhXl/4 Q W LINTEL WITH (3)- � Q �, 51MPSON MIT AT I'-4" , (q�l'-6 3/4"� 1�" BGI/450 ' '---t � �+ � • - �p 3/4 cD X 4 r n �i � HANGER AT 1'-4" 10 GOLUMN I �—� KWIK BOLTS 9 I/2 \f L. i i 0 � � � � � vT E "� T � , i 10'-6° t U P O t�l 1 Y3/8 ,� + � � ?.T I�_4" t i,,,.� tt1 „ �4)-2X6 � UP • ' TOF' D� . _ SIMP50N MIT � i t> �_ } �4)-T I/4 V.L. GOLUMN I UhILY � 56.0 � I � �,� , �� �� 'j��_� i 51MP50N HU _ �t' aa'-J 5/8 - � '� � j � � , 4" SLAS �p HANG�R }-tAN6ER � � �,�' �� _ ------ - , � . � *^-.+ ���,, . Y _ ; � �' t I y � tV � �� � �' � � �T t , ' , 7 -. F- i , I� V.L. �21J � � , � � � ' (�) SPAN GONTIMJOUS 1NIOXla (IOa'-6 5/8")) 13 � � � ' t ', 2X4 G�V�Rt O�Y ; i � O i , _ , ' �r ' Fr " 51.Gti I Gq'-1" �.O � � ' ' H�ADER� (4�-2X6 AT 5TOhtE T 1'-4�� , � � � _ (108'-8 I/4") 12 Q ` �AT t�4° TOf' OF � � � i � +� 1 STAIR �'- GOLUMN �:_i. t � 55.0 �"aFiEAT�iING � ' ; ' _ ' J i, � BEAM 51MP�.�ON 1NPU Sa�O , � � � � , � — �-� S }} 'j- P � POGKET HANG�i� , _ 4 ; qG�-6�� � � �/-'�/,�� �! F�� \ 56 O 12" BGI/45Q � . TD�' CJ� M t r;,"� � ' � � AT I�_,4�� ry UP � f � ° r ' SLOPE BUiLT UP RND SLOF'� i STO1�tE ! s ' � � ' t £ ! . ' • - 2X PLATES ON 57'��L � B�A M I 1 0'-D '7/8" � UP � 1 Up , 1 �" i Ui� � � '� Q ONLY 1 ' REc ARGH POGKET Ot�1L- -1 1 �ONL� % ;' / '01�IL.Y `�, `� .� � � t , _ � - TOP O� SLAH i _ �� i � �---� � , `— m ' ; , t2" Y.L;r � _— _ .�. :� -- —� , ' � � ; � �e1/ISI��iS: AT i -4 � � , � ._ � ry i �� - U�' SiMP5O1�[ GLN � � � � X i � � � - � ` ONLY HANGER WITH a ' y � _ , �, � (q8'x�{�I/4") DOtl'"d�E NAILER � `— � N�R� � � " � ` ' I10'-8 �/2" � t . r /� � 1 ' � , , f a -ro� o� m; 4 ; —_--�--n ` � ' ,4" SLAB `�- � '-� �-�� • { . ; � /� � �A � ; � .', _ T54X4Xi/h � � G�/,'/ � , , , . ` G�LUMN � 1 � ' , �.- , � �� ' -= ' � , ` 1,U00D ��,4M 1N� 1�10T�5: � � - > > ' �`� � �----- -�,, � , � -, I , . , ,� T54X4XI/4 � � -�j�_ � _"_"r` p . � GOLUMN j ' !6 GOLUMN � + _ , t. ALL i^lOOD �R/�MING .101575 SHALL BE BGI TYPE .�OISTS A5 MAi�tUFAGTURED BY SOISE GASGADE GDRF'aR<a710N. ALT�RNATES � r ' _ ; � 55A \ ' Sf.D � i SHALL NAV� EQUAL �R GR�ATET2 G�PAGIT( AND SH�LL �� E ' " _ ; � , R�YIEWED BY THE �i�IGINE�R O� R�GORD. ,, � .� „ � � a �� f '�str " � � nv r � ' � `� ` } � STEEi L GOLUMI�IS � � ' 2. "�/.L." 1i�lDIG�T�S VERSA-LAM S�AMS, AS MANU�AGTURED B'(' HG�iS� +.�o �' � j'J;�r�!*, � � > > ' ' � � GASGAD� GC�RPORATION. Al_T�RNATES SHALL FiAVE THE SAME �?fZ �*"� = ` ` '�� ���,���",� . ' � j � GR�ATER GNPAGt'fY a5 LISTED IN TF�E STRUGTURs�L C-�1�lERAL a��`', vy � '� " � • ° ` � y ; NOTES. ` e m ,.�' - ' ' - ' � � , � k�k�a ro r : x:, n•,•.. � ' - 1 � 3. ❑ INDiGAT�S GOLUMN DOl^lN ONLY- MULTIPL� 2X PRAMIN6 NOTED .. °�, o = ` + . �-k � � ' ON PLANS. - � a o `''�°Cy ' , . ' � , , � , 'G�'`° � G�°��) �� � �. - � . ,^ � �. ' : , �. � INDIGATES GOLUMN UP At�D D���IN UNLESS IT BEARS ON . p�rr�'�,3 ��W� �@q � r4°`'Ki,~�M � � � ; , GGNGRETE WaLL OR FQOTIh1G BELOW, OR IT 15 LAB�LED UP ONLY. ftj� Q� ��y`b-�����` '. - . " , " �+�ittsuts����' ; F i 5. ( ) INDIGAT�S TOP DF BEAM �LE1(ATIDN C.7R PLATE FiEIGHT ELEV�TION. - G • � 1 a �: , - ` ` T54X4Xf/4_ T54X4X!/�i ` ��� � � � � \ /� � � � /� '�Y� ( 'J` �� �� �'� I 6. �'—"— INDIGf�T�S TOP O� STRUG7URf�L �LOOR SH�ATHING �, � , �oLurrov - F GOLUMN �l �""�t� � � ( ���� � � F - , N' ELEVATION. - �� - � � 12-13-g9 ' � " �j� � -� T. HEAD�RS 5�-IALL BE (3)-�XIO UNL�55 NQT�D OTHEi2Wl5�. ALL �3�: - � - H�ADERS 5laALL SE BUILT OUT TO 5 I/2" (3 I/2") Y�fiDTH BY ' , � ADDING PLYWOOD SPAG�RS A5 R�CxUlf2ED. _ C ` . ' . - � � v , ' � -` 8. ALL GOLUMNS SHALL BE (3)-2X6 Ut1LF55 NOT�D OTHE�WISE. P%�e�ct l�a: �� 9 . � j �` 4. � INDiGATES fNT�RIOR B�ARING 1NALL5. �LOQR JOISTS ?p` A � " '' , , ' � SEARING LOG�4TION5 SHALL LINE UP W(TH 5TUD5 SELOW. �� � � - , • - ' ` � 10. 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MSG 1-fANGER f � . � ' If � L��F'�N 5 lryl } 3 �Xi� � � HANGER ' rt= �X12" �(.L � TYPIGAL i � � � � . �, � � � � {i �' � HA�T�lGER 56.0 :�. �'�-6.0 AT t,,-4n / �AGH END �i; -- �,.-1-- �� �SGIf450 �� � 12'" 8G1/4�p E � � . \ � u � j 4 _ _ , , . } ? i�Q i � ' � 4 , � �,�_� iii � , � } � � AT I -4 _ _ � � � � � � a ' . � � fi�X F- .� �^ RID E LINE .� � ' ry i i�_ �,, ? I,; +; ,i � � 56.0 ,r--- � '�� F ' � ' - �- t I,�� � ; � WIOx60 BENT - � ry j I� ;;'' � ,,,, _ i � �-1� w } ��'� GD�MN � '� �. , � ' TS 4X4 3/8 i._...�..� i.'_t- `1' ti � , ��a � t � � �t ; � � �,-o„ � �n �� _i, __ "`` '��i � Q ,�'y p iV L �. W �„� ; • GOLUM 8K14 DP #► ROUGH , � � ��� „�_� � �a .�. � E � ' �� 3 SfaY�tN EXPOSED � ' � -�i .� , - _ � � } +, 1�'• �" \ BRAGK�TS (1YPIGAL) � �XIO OUTRIGG� I t , , ' -� � `tl'_ �N,,,t � ('1 - � � - - ?, , SIM�SpN �i , � �� � � �� �- 51MP50N L55U '►-�Ci .� r` � ' � + , 1�5511410 � , r� 12 BGI/450 � HANGER, T'PtGAL � �` ✓�"�' � ,, ry � _ , ' , _ } �\;, �� , I�" SGI/45U HANGER ��� ATl�4�� ' � N REP3/SbAT � / p�,�12" Y.L. i�"� 1F.L.. �! i `�\ AT i'-4° J'� 12" BGI/454 ry � � CJ � - ,` ,5 � AT 1 4 li-1 1/4 ) �� , ( h Q, j � �. , AT I'-4" � � ' , 51MP50N ' ' `—"'' �� � 1� 1 � X15 H�NT ��" v.L. !a" �/.L. � ' � , L55U410p �� \ T5 4X4XI/ � , r`' —' N�VERTED - �—"� 4 ` HANGER � �;� GOLUMN �� , � { L55U�+t0 �0 . � r � � Q Q � r _ ` ,� tV .tS ��� N ; � HANGER ry � � N � i K , '\ '� , , X � �� y � j � �XIO � - � � ° - � ! ' � 1 AT !`-4" � �X 10 _ � 0 ' " , t ; TS 4X4X / � �`r ! � � i � r ; �T I�_4�� �p , � � � � � �-; l C.L'�LUM(y ' T5 4X4X1/4 D�RME� � � � , '�-�-1 � - - - - � GOLUMN 2�+6�� 3 ABfJJ�/E � � + � � (4)-�Xb � ` , � . . ---- ---- � 5Fi.0 _ j 51MP50N IM/ER'fED GOLUMN e ' _ . ,--. .!-. , ' U HANGER U5E DOUBLE 4 , ,� i -G � , � �,� ,�,{ - C _ F I � i i ; � , 6XI2 DF #� AT RCt1C7H SAi^lN ARGH � ' ` ��'� �_--`- � � � � 3'-6° ` ROUGH SAWN EX05ED BEAMS �.O �.EWi$6fY�S: � � 2XI0 + ° 2X10 - - �y -'� d EXPDSED SEAM N WALL R�: Ai2GH ; - ' < > AT 8" � � - AT I'-O" � TYPIGAL AT DORM�RS r , .. , , � , • �, ' ` ' � � 7( � ` FIREPLAGE 2XI� ) 2X10 ' 0 Y ,, .l - �_« , , , � � j BL.OGKOUT AT I'-O" � AT 8" (X`t ! f i �. � �, � . � , ' r ` ry � � . ; ; � . � , � �s 4x i � TS 4X4X1l4 ;b `� �00� �i��41"f I1�lC� 1�107ES: , ° � � GOLt1 ' ; i GOLUMN ` t � � ' " I ° �0 ' !. ROOP SHEATHING 5/8" ( 4�/20 5PAN RATIt�G). STAGG�R PANEL_ END JOINTS � , 5, i , �x�p , APlD �ASTEN WI7H IOd NAILS AT h" MAXIMUM ALL EDGES AND I'-O" MAXIMUM � ` � ' _ ' ' AT I'-0" ` WI2X35 � _ , , OTHER SUPP�RTS (5�� RCOF DIAPHRAGM N�.iLIhiG SGHEI�ULE SH�ET 51 G� ). , , , . � + - ` ° - ` � { . 2. i2�� ARGi-iITEGT �OR ROC7� SLOPES AND BEARIIvG PLAT� HEIGHT� ' � ' �� htOT N07ED. E , . , � _ � _ .. � . � , � _ _ , � 3. ALL Fi�ADERS SFiALL BE (3)-2XIG UNL��S �THER1Nf5E NOTED. ALL � � ' �„t k � ` „ , • " � H�AD�RS SHALL BE BUILT C�UT TO 5 1/�" OR 3 I/2" WIDTFi BY ADDING ' � t � ��f, � - S'fEEL. BEAM 0 � - F ` � WITFi Nl�DI� I�P i +#- ` Pl,YWDOD 5HIM5 A5 RFQUIRED. ��t `.���r��a m �; ' " ; � ' ,� ` 4. ALL HEADERS LONGE� Tf-IRN 6'-O" SHRLL R�QUIRE Th0 TRlM :^� y�`��`f'����' . ���� ���� � �� � i �I\i 5TUD5 Al�lD TWU k I N6 5TUD5 EAGH S tDE. �o ,, A �� , . , ' ` � , ' . 'C�`• - I/4" c I'-0" , #� .� � � m . 5 ALL Jd15T NANGE�25 51-IALL H� 51MP50N L55U 7YPE UNLESS � �� � - , ' � , �l� -t OTHERWISE NOT�D. '�. ;� :� . . , v � , ��q s .�,h ��,� c�� �,. � � " � ' �p " 6. ALL �XTERIpR WALL5 SHALL FiaVE G�h1TIMKJlJS STUDS FizOM PLOOi2 TO RQOF ���'r a��;�p�4�°6�`�'�`� � � - - (1NGLUDiNG R.4KE WALLS), r��t�F Q�: ��}`-�t�ti, ' ii�lfltti111j1�1 � � , � � � � ` _ 3�-6° 4'-q f/4" � 5'ftJDS BE OY�4. 15T5 SHALL BE RLIGN�D WITH WALL 4 r � ' ( - � �, - , , 8, ( ) INDIGATES TOP OF RODF SEAM OR TOP OF i�LATE FiEIGF�iT Y` ' - � �i. 5�E SHEET 51.0 FOR G�N�RAL NOTES. Q�� �I Z�1�� E � � ' � 10. RE� ARGHITEGT FOF2 GHIMhI�'f 51ZE5 AND LC7GATIOAlS NOT NOT�D j . ' Oht STRUGTURAL PLANS ' ` � � � ° � Pr�ojecfi iVO; �49G P � _ - � (i. OVER �RAMIt�lG �NALL B� 2x6 MINiMUM AND SHALL BE P05TED i, , ' � a , . D�WN TO MAIN TRU55�5 ON A GRID NOT TO EXGE�D 4'-C;" X 4`-O" (16 �T�) l= : , 12. ALL INTERIOR YVALLS ARE 2X6 AT I'-4" UNLE55 OTHERWIS� NUTED. 2X4 57UD WA�LLS , �yyn � CH ( ` ` � SHALL BE (2')-3X4 AT I'-4" r � � - � 5 � - 4 , ' _ 13 � INDIGATES IN7ERIOR BE�4RING WALL.. �__t__J � iC LL:IC�7 .W � ; � , � . � l4, SEE ARGHITEGTURRLS �DR ARG�i1TEGTURAL TIMS�R NUT SHCJWN ON STRUGTURALS. �, • . ' , 15, i�E� SFi�ET 53.1 FOR WOOD �RAMIIIG NOTES. Sh� k � ' , ' ib. � DENOTES ST�NE VENEER Ohl �RAMING. � r'fir ' ' � - - I?. ALL �RAMING AT PERIMETER UF BUILDING SFfALL B� �i I/4" BRAGKETS. - � k� � , � � � � , r � ' ' � ^ � k • ` � � - � , - �' �- _ � �� � � ` � � _ _ � ' � � .� .. �� � � , � � � ' � �CC3i�D�1' R��aID�JC� � _ ' ���Q, . + � , QC 1999 RL)CI �, - . � � , . , �', � z -� ` ' ' ��.. � ` '. � � . , - � ...� � � � � ° � _ - � � ` , , E�. , ' ' , � � - � � . , , _ V . 1 ' ' ' ' � ' � a � � � ` , � � d'+ : , * , . _ � ' . < < , � , , ' uF` � _ - - F � � " '_ . - , � �X6 �XTERIOR N��� �TT 2X NAIL�R WITFi F , _ ' ` � , EXTEi210R W,4LL STtJD WALL 1NI7� � ' ' 1NITH SH�AT!-IING _ SH�AT}NG POWER �GTUATEI� � , - _ , FASTENER , � � ' , � ' 01l�RFRf4MtNG STONE YENEE T II� R E S U R T D E S I�N ` . . � i � � , ± RE: ARGFi �pR - - - -- -- - - - - - - . " � ,� LOG�TION RE� 5EGT1�N b/56.D y :_� .+, , - � � � L 8X4X3/4 To SLae � � � L `� � � R r�' T � �t � � � � WITH 3/4"�D 'fHRU � _ RE� PLAN j 2x6 TR�AT�D PLAT� SLt�i�E STON� i v 'r � R r� � r t o y a L 4 i WITf-I I/2"tD At1GHOf� ` X DG�R , ,' BOLT AT I6" � B4LT AT 2'-�" T�OE P P I�� , 3%4� �2THRU� � �� ` , _ aTONE � �2}-2X , BOLTS AT 2'-O" �� ARGH 8 OGiClNG �� pLAN !I �������� � ���° �° ' FOUND6�cTIQN GONTlNUOUS 51MPr'ON HU— I� ' RE� PLAN �Lt�N�l1NG� �N�.��� ' ' T.O. STONE ��` � y�qLL ��t"��A� HANGER , FLOOR J�I ST � � REt PLAN � R�4 PLAN � R�s PLAN - w�B �i�� wi� va�� m �in C�f�'1�: Vall, CO r - 4 L � a � _ BoLTS aT a�-o�� 9t1�10 �F�Rd 1f4/, �30a , ,I` — - - 7 ' , x x x � x x x -- - x - - r- -- STE�L. B�AM RE, ��.N Yali, C�O 81657 � Y�t: 970.�76.4433 ' • F� 97m.47bAb03 � � , - x x _ x x , ;, � - . � ; � ' — a � ` PLODR J015T �Ld,�i2 JU15T ( _---___ RE: PLAN REsJ PLAN �� �� C ��_ i �rrv�r t3"�fice � _ . - l - 1617 Wa�ec+� Su�C2 � _ � 3/4" - 1'-O,� �Dal�ror, GO �'q'102 ' ' ' T�3: 383.6.33355 BLOGK I NG ' �X TREA7�I? RE: PLA11 FLOOR JU15T F� 303.6?.31.2252 . � LE 6�R WITH L1EGK JOIST RE: PLAN � . � ' DEGk J015T5 V.L., �3EAM PIJr2RINC� 3/ ' X b" KWtK R�� PLAN E WITH 51M�',apN HU i?E: PLAN R�� ARGN ' T5 AT I'-6" " � San Franci�Co O�ee �,rtGEt2 SOS Sae�omc Sltroc� 1 Teh FI�. � F RE: PLAt�! � ST��L H��hM WI7H F � � , { � sTEEL ��t�t 7el: 415.39�A433 f _ ( , 1-_1015T SLt�GKIt�tG � ' � ��19 = k _ ' �� �� I O� � � �� �� I �� � REaPLAN R . � _ ���ow Fa� �615.392A454 ; , : � , - 3/4" = f'-O" - RE: PLAN y� °�° /�, � 3��° _ �'-oN �� l� I � �.,/� � i�ort�es�.�oo�n � - ,` , ' , ` , STONE �/Et�tEE�2 3/4" � I'-D" 'M�t .00�11 , , r ` � . . � �j A�G� �Xh �XTERIOR Wf�LL , � � - 4 , . 4" GONGRETE � 1^tlTi-I �HEATHIt�C� --- - - - - , � . � � . - , SLAB ON GRADE 1zE� SEGTION b/51 I-„l015T BLOGKING y ,,, w , ` (tj�-#4 X GOhlTINUOUS 2X8 TREATEI? PLA7E � '' WITH I/2"� ANGHOi2 V�l�B STtFPENERS ` ' BOLT AT 3'-O" EAGH FAGE , � _ '` TOP Q� - � �� � ST�NE I ' TOP OP �LYW0017 � i � `r � � � f 4 � x���X-+�—X RE s PLAN t ' � � � , �/'— n r � RE: i�LAN - - - I t � : X �' X�--^r X---�x �—/ � � � •O,o°�� � � � � i1 ' � � �:�•:40 + � ' � f � � �Xe�� "+k X♦ }�X—++-i( I � - � ` � � .� �'O,o°.G,°•. {,�)-#5 X GQNTINUOUS a - - --- � � � 2X INTERI0IZ �OO�L 015T ��� � � ; � , . m STUD WALI� � �-+ � . , - , , � � ; s r-.� � � '��4» 4 • a Q I . ' ° - � �� � � �X6 ���t�� a a �� �� � �� � r � , - R�, PLAN �� W k � ` ��` �� � �� � � REGPLANSTS a �ODRA 015T � � PR �OIST 3/�n - ����� j'^'� � l� ���� � FOUNDATIQN c ^ LYL BLOGKihlG WALL � � � � ' - . 3/4" = 1'-O" REiNFORG�M�NT C+ � �_ ' ., r I/2" 4r'-�01_ATtON � F'2E� 7/SI.O � r'�. 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X D�GIG .,�ISTS �= PL-AN �L001� JDIST - � RE: PLAN � RE� PLA�N f - a a : WITH 51Mi�5QN ; E _ . � � + �� HU HANGER SIM�".�ON A�3� '; ' ir " • 6n 3/8" TFiIGK ` FRAMIN6 GLIP R���'Q�S� 1 AT 4'-O" rJ ptT ��-4n s � . �ND PLATE x � x x x� x x� , , � , ` i-t0€21ZONTAL ' < � � STEEL S�AM - " � � , �+ d .. RE: PLAN --- - - -- - , f � � ' - �' • ` • ; � � �- � � -~ �a - 50L(D GROUT � �� � I � �'� 1 � � � ' � a ° �OL'NDfkTION � \l � ' ' (2)-1/2" cD X Ic�" N _ � � •. ' �, �.�, WP'i'1' ANGHOR BOLTS 3/4 I -O � ' . ` ' �� a t � + �� �� f �� � � GONTINUOUS �LOOR JOlST , i, ' , � 3!4 = i-0 RIMBOARD � ;2E= PLAN u e u � ����� m s - ' � �OOTING AND BLOGKING N � ` R�INPORGEM�NT ' , _ ` � �� PLAN ' � HEADER t _ ` �� �� � �� � � RE� PLAN n , �, i � " �LDOR TOPPING � D G BEAM �/q.4 � ���� GARAGE J015T5 t�OT �' P�'Q`N EXTERIOR STUD �'�� ' � '+�, , , SHQY^4*! 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D San Francisco, CA 94111 �` � Tel: 415.392.4433 � �� Fax: 415.392.4454 M�4S7�R SUITE r�m � � � info�resortdesign.com � � D � www.resortdesign.com � aa� CsARAfsE FLOOR . � �� s � � O a DO � � DO � � a� � � w � . W o NTRY PORGI�-I � � IvINCx! 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San Francisco, CA 94111 _ � Tel: 415.392.4433 � Fax: 415.392.4454 . 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SLAB-ON-GRADE .� . � . � ,� ' _ � � ' F. euiwitq t�oES ts�7 uec WITN W.W.F. OT�I ' e• � • , •� . . co ' ' � . , ' ' , 4" GRi'.VEL BASE - , , (2)-�5 X GONTINtJOUS QC 2. FbUNDATiONS : . . � ' I r �. a�i em oa�� cESia� va��: aoop �F STON� VENEER RE� PLAN � q x' Y x' �x---x- � ' a ARCH�EGTU...y ' ao:•o �� o:•o � o:•o � so:�o � C�)-#s P[�1NNINC, INTERIORS � ` ° �oo�� ' � a. CaiTRACTQt TO f'OLLOWALL REC�EIOATIONS IN SOIlS REPORT N0. i�s 373 � `� �A°oO��A°op'�„O°o0��.°.' _ ' GONTINUOUS � BY KOECFItE1N �JL71Nfi ENGINCERS DATm JULY b. 199ia. , � � ` � ' • , C. ALL iCO7iFIC BEARINC ELEVATtONS SNOW! ARE�155WFD. O(AiCT BEARiNC ELEVATi0N5 � � r , � �n�G@: �/�� CD , ° swk� ee vdtiFim iH niE �ieu� w�h+ �c1vA�. oawi7�a+s BY oonra�cma wrni X k, ,x � . • 10Q0 SFro��RdW, �30Q . ' ' , , - Ai�ROVAL OF 9bIlS ENGINEfI(AICi 11ll. 60TTON OF FOOT�NCS SHAIL 8E A MIN11�1 OF (2�-#5 �, . � � . , �/ERTIGAL ^V�� � ��, - • , > �e' ea.aru�R�oFt c�t/We. ,, � . GONTINUOUS � o . AT t�_,4" • , , � , ° � - , � 0•:oi. .o•. i�.°.0•:osr.°�0•:oa�. ■ ' FLOOR JOIST WITH FLOOR J015T , ' Tl�: 9fi.478�l9 , � o. Alt FOOTIt1C3 JVtE TO eE PU►CED ON FiR11. UNDlSTilRBED. NA7URM.SOIL OR F+ROPERLY � DoP.O Oo.°.0 Q'O,o°a.�,�O,o�.D.� `r 51MPSON HANGER WITH SOLID � ` , � , s C�P1IDTED BA�CKFIU.. APPROVFD 8Y 7HE 90tL3 EIrGINEER. BApCFItL SHALL BE � • � ��.+ �rry�IA7(,AGI� - , t . ' � ca��creu.�o 9ax (�aNiwwl sr�u�a� �aacroR oE►+sirr�n.ess_o�wise � O . � RE� PLAN BLOGKIt�G ► . RECOAMIFJ�DEO IIF THE SOIL5 REPOltT. If SOFT SPOTS 11RE EWC011�ITERED REAIOM1IE SOIL ` n ~ > ' . � , S�QILR,ECOIPACT MlTH APPRaVm FIL�. (RE: SOIL REPORT FOR DE5C1tli'71aN OF BE�RING `t - < ' • � � RE: PLAN � n + � ��� � . I� . . f (2)-#5 X GONTI NUOUS • �e �,qR L 4X4X3/0 X 1617 VN�M.�1� $1�� ' � ' e. oo Nor Puce enacFi�� �►iNSr'e�s�xr w�c�s u�ri� eas�xr n.00R �wo viasr a i GONTIt�QJOUS WITH De1Mel', C� OQ�2 `,� . � ' F100R ARE IN PLACE. _ , _ � #5 AT 1'-4° ' � 3/4"� X 5" � n` , , , , � . ��� GL�,4R ' � F. CETITER ALL'FOOTINGS UIOER MNLLS OR OOL.WVS I�ILESS ORHERrIISE NOTED ON � ' FfORIZONTAL . � '� Z" C1.EAR �IK BOLTS AT T!I! 3�.�.3�� ' ,, '. _ � ° . , Puws. ' ' � ' S, �/ERTIGa1. ' #5 �T I'-4�� X � I'-6" AND �X4 PLATE f� 3�.6�3.?�6� ` � , � . � ' c. r.+a��racraR ro Pkorrioe. 11T HIS EXPENSE, �iaa e�xsirr resrs aa c�►e�ctm e�u ° AT I'-4" , , N �. RAMSEI' ' , ` , . , Ut�DER FOOTINGS AND'INTEltipt SLABS-ON-GRADE. A 41NIWM OF 1 REPRESENTATIVE ' f � F��� • � ' � ' TESTS SHAIl 8E TJIKEN f�OR EACFI FOOTINQ/MO SLA6-ON-GRADE. • #5 AT I�-4° � #5 HORIZONT�L � n r • �� � ' � ` . , , YERTtGRL ° • , �r ��-4° �-O k I F oRizo�v,�. 505 �rro�rMe9bw4, "17�d�F�r. � , 5, HORIZONTAL S�n Fnridwq, G 94114 , • � � , . N, I�,ECTED'PR,IO�R t0 P�LAC�EIIXIETIT��VA�OM lf(�RINYOFa( FL�LI.�OR�CCNCttETE�ITIONS WY BE a ' f4T I'-4" a � � � �', ; ' ' a. ca+ca� ,` � ' � � . � ' Tel: �115391'M33 � ' � ' � #5 AT 1-�4 ` L 4X4X3/8 X 4 , ;, 4 . VERTIG�L �c 41539Z.�4S�4 , . � , � A. ALL CI�St-�tq-PLACE CONCRETE SHALI BE WiDE IMITH TYPE f/1 t PORTLMID CE6ENT. STONE � GONTIIVUOUS WITH ' L4X4X3/BX . - �►cdt�rE N+D sw.� aEVEt.ar a000 Ps► t�ESS�vE srna+cni iN pe o�rs. �/4"dy X 4" 0 �� #5 X tV �� RE PLAN � t , _ , _ .,_ _ _ , , , , a z .4 � . � ► GONTINUOUS WITH , �,T 1 -4 � . ° e. �F cONdtE7E�SU�k.�ER�PkoPOS�s UsE� FLYASH HE stUU. PRO�►�DE OwtFR w�7H E s� KWIK BOLTS AT 1 -6 3s5 X N� 3/4 Q� X 5 � " � . ,t RE, PLAN K1N�IG BOLTS AT t'-6" ' I • �w . IE�TQt iWICATIN4 CUBT RF�UCTIOFJ AT $IIE OF Blb. n��oouurs oF Eusricitr o� R�: F�LAN e � = d AT i'-4" . , , , , �u.carcx��s►+�u. ncc� Mc�.s � tF�c <oR a�.000 tv'c �wEU,�tr coHC��)• � • � RE: PLAN ' . � C. FLOOR 9LA99-Q/-bRADE Si1ALL @E PfIUR@ IN CHECKER PATTEStlf. AVOID1Nfi RE-ENTRM(T � �J AT I'-4° X f • , ^ P N�O �� D11�IO�N EXCEEDiNO ta FEET aRUDER P�IT� 200 SWAitE fEET��AT � � n{ RE� PLAN � ° �.', ' < < - , ' ' IEAST 4Q HOURS SHALL EL1IPSE BEF'ORE POUR INO ADJACENT SECT IONS OR O�ITRIYCTdt 6 0 � • � °° • , WiY POI�t SL.ABS-ON-GRADE CONTIMlOUS MD SAYCUT JDINTS. JOINTS SMALL 8E SPACm A ' 15 FECT AI� SANCUT 1'OEEP X 1/a' MIDE 1MITTi1N 12 MOURS AF1'FR POI�tlNC. CANRY ALL .. � � e ' ' SLAB REINFORCEIIElIT?}ROUCH JOINT., � '� • ��X�•% X' % •r � (��-t�S , , ' 0. su8s. TOPP IkC. . ' in o o� o a• �' ' •• . � � � GONTI NUOUS ` i00[(NGS BENAS MA WV.LS 9�1AtL NOT HAVE JOIHTS IPC A FIOR IZOldTAL � • d0.•0: YO.0' d0.0: d0 ` W ` . PUWE. I1NY STOt' 1M CdVCRETE MURIC AIJST 8E YME AT TH IRD POINT OF SPAN W{TH • + O°00 °00�O°oO�.O'�.°. � • . ' J � , , ' . VERTIC�L BIIUWFJID3 AND NOR12d�ITAL SHEAR KEYS UVLESS OTHERIMISE SFIOMN. Al.t .. a ����� • •� ,• • �r •� • �r � A ' �l, RE: PLAN ' - ' CdISTRt1CT10N JOINTS SFW.L BE AS DETAILEO Oit AS REVIEM�ED BY 1HE ENGINEER. GONTINUOUS J � � , ~ �. ALL CONCREI'��I( AND REINFORCO�ETIT DETAIllNf3 SHALL BE IN ACOORDMlCE MfITH A • � Q ' � ACI BUILD7N0 C�E 318 L.RTEST EDITICN. WLESS NCTED OTHERNISE AL4�7�QSEp EDCES � �s �,,,8f•j � y ' �, � � OF CC�ICRE7'E MQRIC SHALL HAVE 3/4 INCFI CHIIYFER. USE STAt�ARD FIOOKS CN � �� �� � �� 1 � ' - ' � OOMEL.S WLESS OTHERINISE N01ED. ' � , �. RE INFatCENENT. tt "' � � ( : . A. ALL REINFORCiNG SHALL BE'H1GH-STR DEFORIIED BARS OONF'QtMiNC TO AST11 RE: P1.�4N �?-)- 5 X �: PL.AN 3/4" - 1�-O" � � � , . CRACE 615, GRAOE e0 EXCE�'T TIES, S�IRRUPS Alb P�ATE ANqiORS MHlqi 5HALL BE ��� 5 x GONTINUOUS _ � � DEFOt�Ep BAF�S. ASiit OESiGw►Tld/ Ae15. c�ttME 40. ' S� �/� � O� � GONTINUOUS �� � h�-� � � 8 NEIDED MIRE FABRIG SHAkL C011FOR11 Tb 11STM AtaS AND 511A11 BE LMPED dt� NLk 3J4" � I'-Q" �� �� � O� � � U - � ` 4ESH AT S16E A!O EI�D SPLIC£5 AND WIRQS T'OGETFiQt. , P ` C. POIYPROPY1.prE i 19�R RE INF�tC INR SHALI.HAVE E IBEJ3 LENCTH GOORD INATE WITH C1� �� f O�1 � ' . AOCRf,�iAT� 31Z[ 11'•f PfR lIANUFAC71qtER'3 RECOIA�ATIONS. A110UN7 OP' FIBERS � � ` SHALC BE A YINit�tqt OFr�.a LBS/YItD3 OF CONCRETE Qt THE Mt7lktT RECd�El�Dm 3/4° _ ��-0° ■ `� � � � �X6 TREATED PLATE , � ' av THe wwuFncTURt� twu��rt is txt�►�rt. � 3/4" _ ��-O" W i TN i/� m ANGHOR � �� . � 0. REINFORCEI�ENT PROTECTifltt ' � F ' � ' , � - t. - ca+crter� Pantm �ciivasr�Rn� � � 3' BOLTS AT 2'-O" �►r"� � Pan ��/..1 � C� � „ � 2. oo►��aou�m iN �s (� ro v�►tr� oa �ht) i' � � , - , 3. , NMLLS (NOT D�OSED TO 1�'JI�kfER), 3/4' � . ' � E. NO S?LICES OF REINFORCE1ENf SFIAIt BE MADE DCCEPT AS DETAILEU OR NJTFIORIZED 9Y � ' ' . THE SIRUCTURAL ENGINEQt LAP SPlICES. �iERE PER1111'TED. !�W.L BE It YINtWI OF JQ ' 'a� niu�rts u,e,ESS o�w�se r+or�n. ►wcE ,u.i.eNts caHruwaus,�a�rm STONE �/ENEER--� I � '� � � � .. aoaetE�S. . 4" GONGRETE " � - SLAB-ON-GRF.DE . RE� PLAN � W F: ,PLACE TYR f3 �a a• n�iaaESS) Nr1» 2�-0 �o.�cria �aouw �u.r. aP��wcs iN �- � ' � ' - CWCRCTEFMNL.L� ALSO PRO'VIDE TMiO p X t"-4 DIKiONAI.LY AT EACH , W{TH 1^I.W.F. ON RE� PL.AN . ' n j - ` car�ex. . ' 4" GRA�/EL BASE � �' � � � � " G. CQITtNUOIJS 1'OP AND BOTT011 BARS 111 MNLl3 MlD BEAMS Sf1All BE SPLICED AS ���-#J , � ' , ' FOU,CMl� TOP BARS AT,MIOSPAN� BOTTOM BNtS OVER SUPPORTS. REs �/SI.O GONTIT�lU0U5 '� � � � ' � ' � H. PROVIOE ALL ACCESSORIES NECESSARY TO SUPPCRT REINFOFtCINO AT POSITlONS SFIOIM�1 , • � �� ' dd THE PWIS. ALL REINF'ORCEI�.M TiD BE HELD SECURELY IN PROPER POSITION IN � • � � �( 'x x.-,�.•x ' � � . , ,� �ocoa��wiTM n�e uTesr �ooiTia oF �ci a�a. r.�- ..- STONE VENEER • . � ' . . • - s- -- �' � � �e. , . a e .S. ��,��: •- �� ` � � - ' Do�b4�'OoP 0 C�poP 0.,,�'poq0�, #5 A7 1�_4�� _ a, , •---{ 1 �. A J1LL STRUCTIIRAL STER SHALL Cp�IFORI�t TO A51�1 A36 EXCEF7 P IPE Cq.l�NS 1W ICH a ���-�5 X . YERTIG�L , , � E---+ � � � swu.� ooN�u m �sni nss�nse caw�ts To�s�u�oo. aru�e e. u�sr • a RE� SEGTION 2/51 � � C-�+ , � ' EDITIONS. STEEL SIPPLIER IIAY PROVIDE ASlA1 ASM. CRAqE SO AT HIS OPTION. MICHOR (?J-�5 _ GONTINUOUS RE: PLAN y � �---� , . eaTS sw�u ee �so�sTm.� yi�as raeeooEn i�us sw�u.ee �e sr��. GONTINUOUS L 4X4X3/8 X ~ , M B. STRUC71JRlll S7EEL SIIALL BE DETAILED AtD FABRICATED IN AC('ARDANCE MIIlH LATEST � � ` GONTINI�Ol�S WITH a . y � . . �,F PROV 13IOPlS OF A ISG�'l1ANUAl OF STEEL COHSTRUL'710N.'� � • � ��-�M ' � n 1ZE� F��AN ��Q'�� x d'u • ' ,�, ' . ' � c. e�o��� IA����i'� c,��cTiae TI1B�i�A NITH 11323 N�..rs at � � ' #✓ �T �'-O" X HORIZONTAL ' � " ` , NELOm EW IVALENT. SELECT CQNECf lal AT EAQI SPL�CE TO�T 607i THE � � • KWI IG BOLTS AT • ° , " ToTiU. Ut�lFOau�aD C�PncITY F'oR �ucH GivEN eE�w �uo SP�w. O • �/ERTIGAL I'_6M , �X8 TREATED'LED6ER 4 WITH 3/4" m X 5" KWIK , , N • , �� BOLTS AT 1 6 ' ' _ D. YINIWY MELOS TQ BE�AISC NIO�t Al� BUF fRT LESS TFiAH 3/16' CQJTIIiIW$ FILLET ° d AT 1'-4" O � ' �r ��� . ' - un-6s on+�RrnsE ►ro�rm• � , „ L 4X4X3/8 X � ' • #5 AT I'-4" X � . E. ALL V�LDFRS SHALL HAVE EVIDENCE OF P/�.SSINO ikE AIERICMI IIEI.DINO SOCIETY • #5 AT I -6 GONTINUOUS WITH -a ' STANDARD aIALlF1CATIONS TESTS AS OETAILED IN ANt4 Oi.t. 4 3/4"m X 4° •• • x x X x' X d .. a • ry . e,. ' st5 AT 2'-O" X • •0•:os°.o.0•:od:° 0•:o�r°.°•a:oa�: , N �_ p . � F. s�uC7t�w. suvP��ot roif�isH tittrECS Fart ui w►sa�otY aPait+cs Nar iN t.00se � KWIK BOLTS AT I'-6" . ; .Oo.°.0,��'Oo°.Q�''Oo°.Q��'Oo°�� • 6 #5 i!T I 4 R�evisions. �iNrp. ��Ca !�5 sr+oyW a� srnuctUeKl Dr�►wiNCS. d+E ENU oP TME ��wtE� � E�H WAY ' SFIALL BE FREE TO 1DVE HOR IZONTALLY TO AU.OM F�t QONGAT ION AtQ SfIQi7EN iNC. ' , • a. �ovioe M4ciaRS Faa sEUrs e�a�►a o►� w►s�o�r w+�e �►ia�toR ea.TS �e �mr z ° • . Z° CL��1R SLAB ON GfZADE � #5, }�pRIZONTAL • , , , , sPECiFi�'. � , � L 4X4X3/6 X WITH W.W.F. � - " ° '_ � s. �-smn�at eueour. ' RE� PLAN � • GONtINU0U5 WITH a' P.T I'-4" , A. I�ION-SHttlK dtWT SHALL SE PROViDED AS fOILOMIS � `Q ; 3/4°� )G 4" �_ �� • RE� PLf�N � " � . �. BE7wEEf�t�ww B�sES � roo'rir�s. a j KWIK BOLTS AT 1 6 . , P � _ � 7. w000� � ` , � REt PLAN ' Q _ � � ' , A. 'AlL FRlWINC A?Ib TRUSS Ll�6ER SHALL BE ORY OGUGUl4 FIR. LARdl. CRADED BY � #J AT I�-4" X • ' ' f � X '% X,_T X,�,_: d ' � � 1MESTFRN Mt�OD PR�UCT'S ASSOCIAT�QI AFD CONFORAIINC TO UNIPalA1 BUIL.QING � '� a ' � � ' V n °° 0-:o°° a•:od°° a•:o . , . � - 4'�THICtt��IbE � STUO F8 a 47S PSI 0 w � r t=<1 � 6�� �'�c�aDo�.�.naDo����o�.� d � � � : , � 2' TO 4 lH IpC .' 0' #rIlOER N0. i F9 � 1000 PS 1 - J � ; t ' , NO'iED1ALL01�1dLE STRESSES ARf MIHI1l1M5 MO FQi �IONREPETITIVEYUSES PRI 710PS1 4 �.Zi�-� , U • • -- - - �'1�- �J" " ' ° � . , ALl01M�1BLE STRESS INCREA''.+ES. GONTIT�lU0U5 Q d d � a . � ��)-#5 � - "y # ' . B. PROV�DE t X 4 CR063 BRI�ING NOT OVER 8' oN CExTER FoR A13. 2X wOOD JotSTS �trD 2X �: pL� �' � e GONTINUOUS GOiVTIMlK3US , " SOL 10 BLOQC INC 8ET11EEN JQ iSTS AT ALt SI�POR?5. FASTEFi ALL MI�OD LEI6ERS �2�-�'rJ REs PL.�N � , rrni�euii.s �ccoaoino ro niE uec sa�ne uN�ss o�►+�vu�se woree. - GONTINUOUS , c. uwiwiTm e�iws` � - ' ' F�: PL�4N ` PO� REG/s � , �• ONE O�THE'f'OLW��MIN055PECiES'�MEST ��wnaicu►s F�R.�w�a.racF�ast / RE: PL�4N \, . , ' ° . , HEY4�K. MiESTERN IARGtI OR SOU1l�_PINE. A4L SI2ES 9WMN ARE NE'r - �(�J �I G //� �� �� � O� � O�, • � . �) , `P�H. iVF���c� � -_ y � y Z. � L.AMtNATE2�11E16ERS SFIALL BE DETA1lED MD FABRIGTED IN A�'iOQ�DAI4LE M�17}1 V � �j/� � �� \ � V � 1 �� � O� +� r � a ' � , 'THE STMRIMD SPECiFICJ1TIdrS Fat T}IE DESiCN MO FABRICATIW Of , , , $7MlC��p.Ue LIu1�NATf�Yl�ER� IATCST�fDIT10N AS PUBLISMED BY AITC. 3l4�� _ ���r • _ � 3�4 � 1-(� V;� �'. _ , < 3. ALLOMNHLE Ili1T STRESSE9 REQUlREQ FQt IAMINATED IEMBERS (ORY n �j� ° %� � CON01 T I OtBiS��Q) ARE AS FOLI.01� , ' � 2{00 PS 1 �� �� I �� ,G� 3/4 I-O � , � _ F B.�, 3'ENS I ON i�ARALLEL TO GRA IH 1200 PS l • � , , " w e. C0IPRESSIp�1 PARALLEt TO qiA1N �aso Psi 3/4' _ �'-O" • ••G�� , , , o. . Hoaiza+rw s►� � • � � tss Psi , �S�ONA1.� �� ' � * ' E., C0IPRESS I ON PERPET�D IGUL.AR T6 GRA IN 3ES' PS I �/ . , r � �. 1.AYINlII'ED Nfl+6ER5 SHALL BE BUILT,=IP USIN4 1' NWIM�L. WlTER1AL. �.� - � ` t ` D. � PLYMDOD OE�IC AW1bR M1IPERBOARD � " � . • 1. PAMEi, THIpWES3 SFW.L BE AS�StiCJYW pl THE DRAwING. APPLIGITIQN SHALL BE ' ' ' � � a ' " 1N ACCOItDANCE MfITM REC0INFJ�MSATICNS'OF THE AIElt ICAN PLYMt� - � - " ' ASSOCIATION.� e " •� � 2. EACH PANEL SHALL BE 1DENTIF►ED W17H 7N� GRADE-1RADE1IARK OF THE N�EttICAN 8. IMSONRY: � 4. CENERAL: , , PLYYR700 AS90CtATIQd J{}�1 SFW.L iIEET TNE REW IRd�E?li'S OR U.S. PRWIiC'TS ' - , ' � . , STMDARD PS I, C.ATEST ED IY ION fOR PLYWOOD. ALL PJWELS NH ICM HAVE�ANY EDCE � �i L ��� � ' � dR 50.1RFA�E PERMANRITLY E)�OSEII TO THE NEJITHER SFW,A.BE OF 1HE A. CONCRETE BLOdC UNITS SHIILL CONFCRAI TO /�ST11 C40, CRADE N. STRUCTURAL BRtCK A. ENCINEFR'S ACCEP7MJCE WST BE SEWRED fdt ALL S'iRt1CTLJRAL SUBSTINTIONS. . � p' DCTERIGR TYPE. ` - UNITS SHALL FULFILL AS711 CEZ. C21E Qt C6S2. AIORTAR SFULL BE AST11 C270 TYPE S OR ' '# ' 4 ' ` � 3.' FOR F'LOQtINO U5E�3J4'T�lD S'1URD-1�-iLOdt SHEATMINQ NAILFD AND GLUm AT 4' O.C. 61. 1'YPE 1�1 SFIALL BE USED it7R ALL BELRW GRADE /1PPLiCAT10NS. 8. VERIiY ALI. �ENtNGS 1}RQ1GF1 fL00R3. ROCF JIPO 1MILLS N11H AEOiANICAL AND ' , ' , A40WC PANEL EDGES MID AT 10' AlANO IM'ERNFD IATE SU�PCRTS. � ELEC7R ICN. 001(TRACTnRS. VER I f IGT IQl � IOCAT 10N5. S IZES. L INTELS. AND ° ' � " 4. FOit ROOF USE 3/4� (4aJ24 SPAN RATI ) '�Df�Sl����iLEQ AT 4' B. �� ��pRE551VE $1'RENO�F YJ\50NRY't'm SHALL,E � NIN11�,1�1 OF�1500 REOUIRm CQNECTIONS ARE CONTAACTIOR'S COAPLETE RESPONSIBILITY. � • < - O.C. /tlANG f�ANEL fDOES Mb AT iZ I1LaiKi �i��. �� , 8. �>DfTQt10R MMLLS SNALL HAVE ON� LAYEIt OF /J2' EM�'OSIatE I 9NEAININC P51. C. PROVIDE ASPHALTIC YASTIC-COATINQ CN ALL STEEL Ai� NOOD E)�OSm TO TkE EARTH. � NAILED AT 6' O.C.�ALQIG PANEL EUOE4. s ' � ` ' � 6. ' OlAPHRAW SHEATi11N6 511ALL 8E 111E T111dOiESS SFIdWi ON PLAN5 MIITH THE C. W�LLS SHAII BE REIHFORCED HORIZaNTALLY AT 18' ON CENTER WITH 9 CAGE N1N11�11Y D. SUBYIT SHOP MO EREC'LION DRAMIINCS TO ENGINEER FOR REYIEW OF ALL S1RUCl1JRl1l . , fACE CRK(N PCtlPENGICUWt TO SI�PORTS MIITH EW JOINTS STACCERED. L.ADDER dt 11tU55-TYPE REINFORCEMEWT MEETIN(i A5T1/AE2 IAA90N2Y Iw1Lt STE0.. Mq WIINAI'ED MUOD FRANING 11D8ERS. 7HE WM1FAiCTURINfi OR iABRICATION ' 7. fN3TALL SUITABLE EDGE SIPPORT BY USE OF PLYC:LIPS. TONC4JE APD REINFaRCEYENT. NOR12q�ITAL REINFORCINfi SHALt 8E CONTIMJWS AROUND LA�tERS. Of ANY ITEMS PRI�t TO MRITTEN REYIEIM OF SFIOP ORAWINGS ri1LL BE FNTIRELY AT THE ■---- , ` - fxt00VE PANELS dt Sq.ID MR�� BLOCK ING BET'MEEN SUPPat75. � R 19C OF THE COITRACTOR �Wn � � ' � D. IAVLESS OlHERfrIS£ RdTED AIASONRY 11p11L5 SHALI I1L50 8E REIHF'CitCED NfITH (1)-�4 -�- E. PREfABRIGTED MUOQ 1EIBERS SHALL 8E THE ZYPE NOTED ON 7}1E ORAININGS AND VERTICALLY AT YW1LL ErDS, GORNERS, EACH SIDE OF DOOft aR WIPDOW OPENIN�S E Nb1TF3tPR00FING. VAPOR BARRIERS. MIITFRSTOP. ETC., SHALL BE AS SFIOMN , 9iALl BE�'BCI-JOIST' AS MANUFA�CTURm 8Y 801SE CII.SC�DE OORPORATIaN. ALTERNATES AND AT NOT OVER 2'-8' aN CEMER 1YR1CAlLY. REfNFORCO�ENT SHALL BE FULLY oN 7HE aRCx11TDCTURtit pRAwlNCS AND As IrDIG►TED IN 1NE SPECIFICATIars. '� • - SHALL BE REYIEV�II BY THE E?1QtNEER. TC 8E CGNSIDERED, ALTERN�ITE9 4?IALL FiAVE A GROUTEA IM PLACE. GROl1T SHALL DEVELOP 3000 PS) IN 2E OAYS MA MEET ASTII C476 � Y LOAD CIWACITY !N BENDING. SNEAR. AND OEFLECTIa! ECUAL TO Qt GREATER THMI THE F. ALL D111ENSIQIS ON STRUCTURAL OkA�MINGS SHALL BE CHECKm AGAINST FIELD � {y�w �{( '�? ' , " SIZE SFqMN ON 7HE DRAMINGS. M�8 BIOdCINO/ND ERiDCIN6 TO BE 1tS REQUtRED BY E. ALl CW MtALLS REQU►RE A AIINIIUY OF (2)- /4 !N B01� BE11Y ABOVE ALL OOORS AND ARCFIITECTURAL ORAWINCS. ��]• �� , , � THE JOIST NAM1FAClURER. ' WIt�OMlS� AT ROOF LINES. AND AT TOP OF PARAPETS l�Ik.E55 OTHERWISE NOTfU - - - F. LAMiNA7Eb VENEER Ll�6ER I�ERS SFIALL HAVE THB FOlLA1rING STRESS GPJICITIES: F. REFER TO IIRCHITECT1/RAl DRAWINGS f'aR CONSTRUCTION JOINT LOCATIONS. � FB � 2a00 P51. E 2.000,000 PSI. FC + 7SQ P51, FV � 2d5 PS1. BUILT UP 1E]BERS SHALI 8E � � ` � ` CdVNECTED IN /w'7CORDIWCE MITN ilAN.1FAC1tJRER4 RE001�LENDATlONS. CONlRACTOR , SFIALL MAVE THE OPTION OP USING 3 1/Z' OR 5 1/�' wIDE 11aBERS. G. PROVIDE MASON2Y TIES NFIERE MASONRY /IB1JT5 COIJCRETE. ' ° � ' � , � + � ' - , . . - � m ' . , , . m , ` . , • � % ' - � " - • � � " � � �� � � - . � - • °� ' � • '� - f . 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S8fl F�811CiSt70�0@ I � � � � I � AT I'-4" ����i �1�. � I' ' � i Te� 415.392A433 -- -- (3)-Q_I/�" V.L_ - - --- ��-q _" V.L_--- ' � � � � � ------ --—�----- — f�oc 415,392.4454 ------------- -- -- ---- ------------ - - u�rrortl�ri�.00m _ , --- - -- ----- — - Mn�,.n�oidwi�,.�oo�r, / � i ' i I_ i I � sn� ------ ----- GOLUMN -� - - -� - , - - - - ,, I � I � t - -- - - - � � � ; � i � � , �� i ' � i � i I I '- -�, ' � ' ' I ` I ' � � I � i ; i 14" V.L. � ' � � i ; ; 1 I J � � � � � } � 1 I i i �� � ` � � i � + � O " � i f �' � '� � ' I I I � ti � - � i I ; j � - - - - - , � p . � i � � , � � � � � � - -- � , � 0 i O , � � i ` g_ -r��� �:i� -- - - --- - - - - - - - - - - � ._._. ___.. � � ^ � � , , U� "j i ---- ---- - --- --i i �� W - � � ; '� �~ ll � � f � � - � � --�, _� - -- ----- -- - � �� -� M "� I I L ' � � F—� � ' i -i �------ ---- - �� � � i V • ; i � I � � i �� � � � . 11, . � j ; ' ` i i i � j ; I + r /'�l 1�� �.�.r� � � � r� � � � ' i � � � ' i ' j � � � � � > �4° v.�. � I, , — , ; � w � ' � � ; r , I � � ' . � � i � � � � � i j i ' ' � I i ' �� i � I �!` ^ ' ^ I , ' � � � � � � m � - J i , � i i r i �' ; ( � ; , �...� r�' , � � � � � � , � � w ' ; , ; „ 1 , - --- --�- � ; � � O � ' � .� , ; � .,_.-_ - _ � ; }, ., . � , � �� ', ' � i I �0�� 1.� � � l� � , � �-, -- - -------- _ � � � \ / * I I � ; � i �� � , � ;p i � Y ��� ( ( �l� �J-� �� �' O � ---J --- --- - �-----��---- ----- -------- � , ; ' � �-___ __ -� - � � ��-� � - --� - --� t�- �'�, ( i � � � ��4�� - ��-o�� N � �"' � - �-= ----- ------ -� - ---- - - --- , � •� �_ _, - - w -� ;�� �� , �, - - M—••� � � � � �� � i, Q i , �.. � , � � � - � � • " � � � � i , �� � ! a � ��g- ---' i---- � � � � — ——�----- --- _�- � , _ , .� t ' > I ;--- -- ' ; r ; , -- ROOF FR,4MINC= NOTES: �, � � � , , , � ' _ � � ' � ; I. ROOF SHEATHING 5/8" ( 44/20 SPAN RATING). STAGGER PANEL END JOINTS fr ; � i S� I ;----- -- -- j � + j ; � AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EDGES A1�tD I'-O" MAXIMUM . ' � ��°�� RIDGE LINE � GOL f � ' � � OTHER SUPPORTS (SEE ROOF DIAPHRAGM NAILING SGHEDULE SHEET SI.O �. -a � � � � � ;------ - --- � , � � �-��12 i I � � � , � � � 2. RE� �RGHITEGT FOR RODF SLOPES AND BEARIN6 PLATE HEIGHTS R�V�SIO�1S: � I I - I ' � -- -I----- -- - - � ' NOT NOTED. ,- I � � � �/� J � `--- ---- - � '�_ -_ 3. ALL HEADERS SHALL BE C3)-2Xi0 UNLE55 OTHERWISE NOTED. �.LL I ' I ' i ' � I I HEADERS SHALL BE BUILT OUT TO 5 I/2" OR 3 I/2" WIDTH BY ADDiNG � ; � , ` I I , PLYWDOD SHIMS AS REQUIRED. � � � I� j�`� � i 7��� 'i!� � i 4. ALL HEADERS LONGER THAN 6'-0" SHALL REQUIRE TWO TRIM , �, I � ------ -�r----- ; / � - I � �� 5TUD5 AND TWO KING STUDS EAGH 51DE. ' F-- --r-- --- � � � � - ' ' ', � � � -�-`�---- ' � -- -' � - - -' � -1 i 5. ALL JOIST HANGERS SHP�L.L BE 51MPSON LUP, WP OR LSSIJ 'iYPE I a ' '-J I � --� � I �-------- �"� � -------' � ' i j I UNLESS OTHERWISE NOTED. _ Y i�--- -�- --- --------- --L- � -------_---_ i I , t------ - � �I ' ! � � I 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTN TOP AND BOTTOM i I � I � �; � I � (�� � I SHALL USE SIMPSON PLAT� GONNEGTORS UNLE55 NOTED ' ---� � O � -----� � _ - J G � �J�---- ---� , OTHERWISE ON DETAILS - -� � � � � :- ----------+/ W -;�! I ; I T � i ! �° , ; l9 - -- -- -7 t '7. ALL EXTERIOR WALLS SHALL Ha1/E GONTINUOUS S711D5 FROM FLOOR TO ROOF � ------ --� j �� � � - -- ---- - --- ------Q- --- -- ------- -- ---- ---- i�-- -- --� � (INGLUDING RAKE WALLS). EXTERIOR WALLS ARE �X0 AT i'-O" U.O.N. ! I � � - - - - - � - - - - - �,i � � - J _ _ ' � _ _ _ _ _ _ _ ' i I $. ALL ROOF JOISTS SHALL BE ALIGNED WITH WALL ' - ��E- - -- � - - - - - �a�-- � r STUDS BELOW. Q.P�O REG�ST ' � � � "' � i�� ' I +* 9. ( ) INDIGATES TOP OF ROOF BEAM OR TOP OF PLRTE FiEIGtiT. OO�,�'M H�N�LL��9tr ' �' � '� � I � U�� f� . � j ; � it � � j ID. SEE SF+EET 51 O FOR GENERAL NOTES. ;� 'I 6 � � - - ! ` �Q � i , � 14" V.L. � 14" �/.L. f '� II. RE� ARGNITEGT FOR GHIMNEY SIZES AND LOGATIONS NOT NOTED ;� i -__- _-__-_-_-__ --�"�-___- ---- � L I ', ON STRUG?1JRA1._ PLANS. �S, •�� l , l ' -'�G� g _ - - -- - -- - � 1 � f i,1 , 12. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE� P05TED � �AL �� --- -- -- -, - ------- ----- -- '�) ' DOWN TO MAIN TRU55E5 ON A GRID NOT TO EXGEED 4-O X 4-O (Ib FT�) �/ ' +�--- ---' /r�.� , � � , 13. ALL INTERIDR WALLS A�LE �X6 AT i'-4° UNLESS OTHERlN15E NOTED. �X4 STUD WALLS � - - - - - - - ,�-- - -' SHALL BE (�)-2X4 AT i'-4° � 1 - - - - - � � ' - - - - - ; - - - - - -*, - --, i ; ',�; i � 14 � IND�GATES STONE VENEER. RE: ARGH. Q�; �.3 gg ,., _ _ ; � �5. � �ND�GP•TES b' G1�R.J. 14' f3Gl/400 �*-- - � I6 � INDIG�TES INTERIOR BEARING WALL. �j� N�: 449b ; i , � 14" BGI/400 AT I -4 ;� - - + 1 i i AT I'-4" � �___ _ ' IT. 5EE ARGhtITEGTURALS FOR ARGFiITEGTURAL TIMBER NOT ShfOWN ON STWJGTURALS � i i � 'I! ' ' Ib. PRO�/IDE (�) tl 'f/8" V.l.. UNDER STONE AT ROOF GHIMNEYS NOT SNOWN ON DI"dWl1 L'�/: CH �� � � i i�-- - - , STRUG7URAL PLANS. 5EE ARGHITEGTURALS FOR ALL GHtMNEY LOGP�TIONS �-- ��,'t--- -- ---, , � 1 , �� - - - � Ch�claed bya ,K , ,-- - S� � ,, � � � GOLUMN i'�- _ - - ; � , � -- - - -- - � - -� i � , �_ , , � _ -� i -- _-= -_=_-===--_===- �- � \ � _ � � + r �(�� ��`° ��' ��`\, �` f ' ````' \`�~ ` �, � �,� 'Y�0 � `� � , �;!��,,, '- - �- �-��. , � � .� �``� � � , , , � , ; ° ' �"�,Ayf�,, . \ �*�.� � " ' �v, ��'�} { " 4``�•`'`�4� !' ��` \` r 1`��y�'.ti. `+`�� � • _�„ ���..��._ �, .��-... ���� � .___..___._�_�__. _�_._ __......_�.._.�� & ._... �_._._�__�.__.T.._...._._.___._� _. � __._.�..�. j, - .— _..� _� �_._._—�."'.�-_ — --------- � � � -:---- � � ��-- � ��:�� � �5.2 �� �--�a,.�..>.,�-�...-`�,---.,.,..,....�,.,. , -� �' T H E R E S 0 R T D E S I G N � t ,�P� �~- � � 5 � ,� �- f ' �' r t � , �`�r '�' `�. �``�--�__ � ``�, �., �`'--�- �� C 0 L L A B 0 R A T I V E f `\`��`'-�_ p < � �. , �.,. � � `� i' t � � J �f °� �� '. `��'��` � � 1 N i E R N A T I O N A L i ��'' � ? C? �' � ``--1`'� � � `�'�. \ `�� ` �`'�. � f �_ _�'`��_ � -� ..�\� � �1A1, 1 \ � f � ��'� �__ -_ _�-`---�� --__ __`-~`_ �1_ `.. �__�_�._..___-_ 1 - � - � �� �- ` -= ��- � -� ___ ______ �______.______�__�_ __�__ __�_�____.__---=-�-��,w�___ __ _ -- '`�-� '�-- -, _-__ .;` � � _ -_ _ _____ _��_��'C�'1-�'.L} �l �^^ _`'1 ��-� , �.;.j�`.� -�,�� ` -_=�,�''�'.^-�-,,�....�.,,,,.�„ ``� \ ARCH ITECTU RE, - ��- � - _ " • ,�"_^ --- ��� �-�w ---��--�—-—__-------- � ---------`-~`-`-`_`''-� -------��- ----�-----�='y--- -��'�'--��� -------\�--=�''� �� ` PLANNING, INTERIORS � i---=�---�-`-- O O � 1 ��,�� �� i �'�--�- ----` `1`.`\ .`` •.�,```` ` �A �..,,`'``� �\ -�\\ _`�` t` ��\l i = ti � e .���� � � �'-�--�.__ ,.._ �` , ```_ �t' `,-_,` ��. � `'-� '� ��� Mam Office: Vaii, � -,` � `�� (���� , �. ` �� `�`���, ��� � � 1000 S Fron�Rd W, #300 _ I �--- --� "�Vs � �` � _ `''-.` �� �.,_ �''-_ y-_ \ � � ` Vail, CO 81657 8 � � � -t� "" � =� � ,.� ti� _ �-,.� _ ` ��� --�'.'`-----�._..l, �` �f-�.. ��---,--r,�,�,;. � l,,,-`_.�``-. `��\--�__`'"-- ,� - \� ` `^ Tel. 970.476.4433 � 'ij_�� `� � �'1 "`''��°�-,`--.. . ��� ,,..� `�-�-,�_ , � '`'-�.,, \ ` Fax: 970.476.4608 � - ' i i �� �► � T? � �L� � � SETB�C� L IN , ,,,,,,,Y-�..1--�---.� ,���--�.�% --.t �---�-�w--� ^�----___-_._ ----�. -. '� �• �--� � _ i � w \ I `�., �------.__..�,�.-�-�...�.f_'`J - -- �'�c-�-�--...__� - 8 � 2�---_ � �`�y��-, �� � �� Frisco, CO Office ``�"-�. � 1 � � N � � ----..__._.__� '_''_'-----.__�, ''-----_.__ � �.,� �a - �, -��.���� � ��� ��_ -_._ .1�, 620 Main Street, Suite 8 �i� f �� j , ' y�""r F^T � �.��� 8�-s si N Id \ \� j _ -- _._-_� `-_ ��� t ~-_`''_--- �"`rl� �ti�, \�\� �,� Frisco, CO 80443 � �' � �mt.Ri i�� ` � I l' �____---_- ~�� � _' w -__--.___ _1 ....� ! ----_��;� --�_��N\ '---`______`� . � ~`� �� Tel: 970.668.1133 e y � I �� �', —� ` �.� /� ��---�-_ � ''� �-�-`. � � -_�--_1� '� '``�.,N � '`�_ `l�- �� `\ � �� \ �\ \ Fax: 970.668.2316 f' Y.� ��� ~o ! q __„_ IUl '—� �_ rr \ �� ____`"-�___�_----- ��\ \ �` i \ \ \ { ,- \ � . ,�� , y i �-.` __ �,, , i ; �.. ��� �`� rt6 ---.___ ,��____� _�, � � -_.._�_�_.`` � �\ � �, � � Denver Office �i ,`"`-- � ;i Js� �, O, -- � \ ,,-��V 4 Q__' "-- '� � __-_'`_"-- \N� ���`_.._ �� � �`�. � 1 \ �`.,'��_µ 1617 Wazee Street, Suite C2 � � i� , I = ?' � `� �. _ � ."� 1 � ~ @ '----- .� � �, _'----.... � ,� ° Denver, CO 80202 * / � --- 1 \ -----___ �� \ � \ � `-,, � � �'L_"'� -' � --- ' I� ,e LL rf! `.,, �� � / u � I �.� - --__---_._ '-""- ( �____`7, \ , s _ \ r \�� r `�.� �� �--.,� Tel: 303.623.3355 ��' t _^�;! �.``'-► t� � ���� �"P�� � � � �r` ''° --- �_�.�_ `"-`-- � + � � 1\ t� � .C7�T�r��.�1�. � ��'!Y \\ � ` . 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