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HomeMy WebLinkAboutB97-0342.PDF r,. HOVGLANa � ASSOCIA�E� � � ' ' Consulting in Building and Fire Codes Hougland & Associates , 5616 County F�oad lOQ Carbondale, Colorado 81623 , (970) 963-2312 Plan analysis based on the 1991 Uniform Building Code Pro�ect Number: Vai114 . 97 Date: October 8, 1997 Pro�ect Name: Overlook at Vai.�, building "C" 4plex Address: 1330 Sandstone Drive Contractor: KED Development Occupancy: R1,M1 Architect: Robert Lundell B2976 Construction: V-N Engineer: S. Peightal 25777 , Report By: Art Hougland NOTE: The code items listed in tk�is repo�t are not intended to be a complete listing of all possible codE requirements in the 1991 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the , International Conference of Building Officials. � SEPARATION DIRECTION BOUNDARY AREA INCREASE FTRE PROTECTION NORTH Public way 88 . 0 Feet 58 . 0 Feet EAST Property line 10. 0 Feet 10 . 0 Feet SOUTH Building % 30 . 0 Feet 27 . 0 Feet WEST Public way 80. 0 Feet 50. 0 Feet Area increased 50. Oo for open area on, 2 sides. /�w9L ys.s Page # 2 . Code review for: Project Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 1 Unit 1Parking Garage M1 ok 362 9000 0. 04 ok 1 Unit 1 first story R1 ok 634 9000 0. 07 ok 1 Unit 2Parking Garage M1 ok 362 9000 0. 04 ok 1 Unit 2 first story R1 ok 634 9000 0. 07 ok 1 Unit 3Parking Garage M1 ok 362 9000 0. 04 ok 1 Unit 3 first story R1 ok 634 9000 0. 07 ok 1 Unit 4Parlcing Garage M1 ok 362 9000 0. 04 ok 1 Unit 4 first story R1 ok 634 9000 0. 07 ok TOTAL FOR FLOOR 3984 9000 0. 44 ok B Unit lbasement R1 ok 1192 9000 0. 13 ok B Unit 2 basement Rl ok 1192 9000 0. 13 ok B Unit 3 basement R1 ok 1192 9000 0. 13 ok B Unit 4 basement R1 ok 1192 9000 0. 13 ok TOTAL FOR FLOOR 4768 9000 0. 53 ok BUILDING TOTAL 3984 9000 0. 44 ok The maximum allowed R1 area on the 2nd floor is 3000 sq.ft. -- Sec. 1202 . (b) Page # 3 . Code review for: Pro�ect Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive The actual height of thls building is 36. 0 feet. The maximum height of the building is 40. 0 feet. -- Table 5-D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exterior walls may be of COMBUSTIBLE material. Sec.2201. None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50o of the area of the wall maximum. Sec. 504 . (b) & Sec.2203. & Table 5-A Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306. (h) NOP -- Openings are not permitted ln this wall. * -- These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See sectlon 1710. for details and exceptions. Page # 4 . Code review for: Pro�ect Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive OTHER BUILDING ELEMENTS Table 17-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr See Footnote #7 Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr See footnote #1 Floor/Ceiling Assembly Any 0 hr See Footnote #9 Roof/Ceiling Assembly Any 0 hr Stairs Any None FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 17-A, footnote 1 9) In areas with vehicles or airplanes, the floor surface shall be of noncombustible, nonabsorbent materials. -- Sec. 702 . (c) & 902 . (b) 11) Provide a 1hr ceiling in the basement and a self-closing, 1 3/4 inch thick solid core or noncombustible door between basement and 1st floor. -- Sec. 1703. 17) The ceiling of the basement is required to be protected with lhr fire- resistive construction and doors to basements are required to be of noncombustible construction or 1 3/4 inch S.C. wood. -- Sec. 1703. DRAFT STOPS: If there is combustible construction in the floor/ceiling assembly, draft stops shall be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas. -- Sec. 2516. (f) 4 .A. (ii) If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas. -- Sec. 2516. (f) 4 .B. (ii) Page # 5 . Code revlew for: Pro�ect Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive OCCUPANCY SEPARATIONS -- Table 5-B R1-Ml 1hr ADDITIONAL SEPARATIONS FOR R1 OCCUPANCY: A 1hr occupancy separation is required around rooms containing a boiler or central heating unit serving more than one unit. -- Sec. 1213. A 1hr occupancy separatlon is required around common storage and laundry rooms. -- Sec. 1202 . (b) A 1hr fire separation is required between dwelling units. -- Sec. 1202 . (b) FOR M1 OCCUPANCY: EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH HDWR CORRIDOR SWING ------------------------------------------------------------------------------- 1 Unit 1Parking Garage*2 1 0. 0 No No N/R 1 Unit 1 first story 2 1 0. 0 No No N/R 1 Unit 2Parking Garage*2 1 0. 0 No No N/R 1 Unit 2 first story 2 1 0. 0 No No N/R 1 Unit 3Parking Garage*2 1 0. 0 No No N/R 1 Unit 3 first story 2 1 0. 0 No No N/R 1 Unl� 4Parking Garage*2 1 0. 0 No No N/R 1 Unit 4 firs� story 2 1 0. 0 No No N/R TOTAL 8 1 0. 1 No No N/R B Unit lbasement 4 1 0. 1 No No N/R B Unit 2 basement 4 1 0. 1 No No N/R B Unit 3 basement 4 1 0. 1 No No N/R B Unit 4 basement 4 1 0. 1 No No N/R TOTAL 16 2 0. 4 No Yes N/R Page # 6 Code review for: Pro�ect Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive * NOTE: This area is being treated as an accessory for occupant loads. -- Sec. 3302 . (a) exception Rated corridors are to have 1hr flre protection on both sides of walls and ceiling. -- Sec. 3305. (g) Door openings are required to be protected with 20 minute assemblies and window openings are required to be protected with labeled 3/4 hour assemblies. -- Sec. 3305. (h) Elevators opening into a rated corridor shall be provided with an elevator lobby at each floor containing a rated corridor. -- Sec. 3305. (� ) Walls and openings b�tween the corridor and the elevator lobby are required to be per sections 3305. (g) and 3305. (h) above. In areas where 2 exits are requlred, the minlmum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 3303. (c) When 2 exlts are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 3305. (e) Door swing is based on Sec. 3304 . (b) except as noted. Occupant load is based on Table 33-A. Number of exits is based on Table 33-A except as noted. Exit width is in feet and based on Sec. 3303. (b) . Exit width is to be divided approximately equally among exits. Width shown for all areas is based on other exits. (0.2) Width shown for 1st floor is based on other exits. (0.2) Width shown for other floors & basements is based on stairways. �0. 3) For the minlmum width of doors, see Sec. 3304 . (f) For the minimum width of corridors, see Sec. 3305. (b) For the minimum width of stairways, see Sec. 3306. (b) FOOTNOTES: Page # 7 Code review for: Project Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive ACCESSIBILITY REQUIREMENTS: 1) Accessibility is required to at least one primary entrance to this building. -- Sec. 3103. (a) & (b) 3. 2) Portions of the building required to be accessible shall be provlded with the same number as required by Chapter 33. See chart in report above. When an exit is not accessible (ie. stairs) , an area for evacuation assistance shall be provided. See 3104 . (b) for requirements. 3) If a ramp is used for accessibility, the max slope is 1: 12 . -- Sec 3307 . (c) R-1 ACCESSIBILITY REQUIREMENTS: Public-use and common-use areas shall be accessible. -- Sec. 3103. (a) 8 . STAIR NOTES: Private Stairs: A private stairway must be a� least 36 inches wide. -- Sec. 3306. (b) The maximum rise of a step is 8 lnches and the minimum run is 9 inches. -- Sec. 3306. (c) exc. #1 Provide a handrail on one side of stairway 34 to 38 inches above the nosing if there is more than 3 risers. -- Sec. 3306. (j ) Exceptlons Provlde a guard rail where drop off is greater than 30 inches. Minlmum height = 36 inches, maximum opening size = 4 inches. -- Sec. 1712 . (a) exc 1 The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306. (0) Enclosed usable space under the stairs is required to be protected as required for 1hr fire-resistive construction. -- Sec. 3306. (1) Page # 8 Code review for: Project Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive Provide a landing within 1 inch (1/2 inch at doors used for handicapped access) of the threshold. -- Sec. 3304 . (i) The minimum width is same as door width and the minimum length is 44 inches. -- Sec. 3304 . (� ) The maximum travel distance in this building is 150 feet. -- Sec. 3303. (d} ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C -- Table 32-A Cedar or redwood shake shingles and #1 shingles constructed in accordance with Sectlon 3204 (e) , Special-purpose Roofs may be used. -- Exceptlon #4 2) See section 3204 . and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 3802 . (b) If the building contains 16 or more dwelling units, an automatic sprinkler system is required. -- Sec. 3802 . (h) STANDPIPE REQUIREMENTS: There is no requirement far a standplpe. -- Table 38-A A hose is not required. -- Table 38-A FOOTNOTES: 1) The location is to be per Sec. 3805. (c) , (d) , and/or (e) Page # 9 - Code review for: Project Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive 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 distributed on two opposite sides and be located as close to corners as practical. -- Sec. 2516. (c) 6. Note: Vent openings may be reduced to l00 of the above if ground surface area is covered with an approved vapor barrier and the building official approves. 2) Provide 18-inch by 24-inch access openinq to the crawl space area. Note: opening may be required to be larger if inechanical equipment is located in the crawl space. -- Sec. 2516. (c) 2 . 3) Unless the wood is listed as an approved wood 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 is 12 inches. -- Sec. 2516. (c) 2 . ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 lnches or more. The minimum size is 22 inches by 30 lnches. There must be 30 inches or more clear height above the access. -- Sec. 3205. (a} 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50� of the required ventilating area is provided by ventilators located in the upper portlon of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 3205. (c) Exc: 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 3205. (c) Exc: 2 Page # 10 - Code review for: Pro�ect Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive WALL AND CEILING FINISH: 1) Wall and ceiling finish materlals are required to comply with Sec. 4204 . (a) and Table 42-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 4204 . (b) 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 42-2 -- Sec. 4205. INSULATION NOTES: 1) Al1 insulation material including facings are required to have a flame- spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing ls in contact with a wall or celling. -- Sec. 1714 . (c) exc. #2 2) Foam plastic insulations are required to be protected. -- Sec. 1713. Page # 11 - Code review for: Pro�ect Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive GLAZING REQUIREMENTS: Al1 glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406. (d) 1) Glazing in ingress and egress doors except �alousies. 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 ad�acent to a door where the nearest exposed edge 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 conditlons: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. 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 walking surface. Included are structural baluster panels and nonstructural in-fill panels. Page # 12 . Code review for: Pro�ect Id. : Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive ADDITIONAL REQUIREMENTS: For R1 occupancy Provide a window or door to the exterior from every room used for sleeping. -- Sec. 1204 . A window must provide a clear open area of 5.7 sq.ft. , a clear height of 24 inches, and a clear width of 20 inches (minimum) . -- Sec. 1204 . All habitable rooms require exterior glazed openings equal to l00 or more of the floor area. (min 10 sq.ft. ) -- Sec. 1205. (b} All habitable rooms require an operable exterior openings equal to 5� or more of the floor area. (min 5 sq. ft. ) -- Sec. 1205. (c) 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. -- 1207 . (a) For M1 occupancy The minimum clear height is required to be 7 feet. -- Sec. 1102 . (c) � � t a Hougland & Associates 5616 County Road 100 Carbondale, Colorado 81623 (970) 963-2312 Plan analysis based on the 1991 Uniform Building Code Pro�ect Number: Vai114 . 97 Date: October 8, 1997 Pro�ect Name: Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive Contractor: KED Development Occupancy: R1,M1 Architect: Robert Lundell B2976 Construction: V-N Engineer: S. Peightal 25777 Report By: Art Hougland NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. {719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1991 edition) with permission of the International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION REQUIRED ---------------------------------------------------------------------- ---------------------------------------------------------------------- 1 A8 Window Schedule: Glazing in a hazardous location is required to be glazed with safety material. -- Sec. 5406. Window Schedule does not identify safety glazing for the windows ad�acent to the entries, doors to decl�s and over tubs at mid level. � Paqe # 2 Required corrections for: Pro�ect Id: Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drive # SHEET IDENTIFICATION CORRECTION REQUIRED 2 A1 & 5 Not indica�ed on plan: Provlde an attic access (22X30 min) to each attic area.-- Sec. 3205. (a) If an attic access is provided from the garages, it is required to comply with Sec. , 503 (c) 4 . Please note that exception 3. under Sec. 503 (d) does not apply to these units, they are not Occupancy Group R-3 units but are R-1 units. 3 A5 Fire sprinkler system: Sec. 3802 (h) requlres fire sprinkler systems in R-1 buildings three stories in height. Also, refer to comments under correction #7 . Under the Uniform Building code I have interpreted the building to be a one story building with two levels meeting the definition of a basement. Please check with the Fire Marshal for any required fire protection systems. 4 A3 Incorrect as indicated: The den requires glazed opening (s) having an area equal to 10� or more of the floor area. -- Sec. 1205. (b) . This area meets the definitlon of a habitable area as defined in Sec. 409. Sheet E3 identifies this area as a bedroom/den, use as such is a violation of the Uniform Building Code. 5 A3 Incorrect as indicated: This area requires operable exterior opening (s) having an area equal to 50 or more of the floor area. -- Sec. ' 1205. (c) I Page # 3 Required corrections for: Pro�ect Id: Overlook at Vail, building "C" 4plex Address: 1330 Sandstone Drlve # SHEET IDENTIFICATION CORRECTION REQUIRED 6 E1, 2&3 Not indicated on plan: Smoke detectors are required in locations redlined on the plans. NOTE: All detectors are to sound an alarm in bedroom area. -- Sec. 1210. (a) 4 . 7 A1 Occupancy Separation: This is required to be a 1 hour assembly since lt is an occupancy separation between M-1 and R-1 occupancies. -- Table 5-B & Sec. 503. (c) . NOTE: Sec. 503 (d) exception does not apply to these units. A complying Area Separation wall could result in these units being determined to be Group R, Division 3 in two separate buildings, however no area separation wall has been detailed or identified. 8 A8 Door Schedule: This is required to be a 1 hour assembly since it is in an occupancy separation wall. -- Sec. 503. (c) . The door schedule symbol C identifies the door as a 20 minute door which does not comply with code. Note: Sec. 503 (d) exception 3 does not apply to an R-1 occupancy. Refer to comments on correction #7 . 9 A5 Not lndicated on plans: Provide details (construction and location) of draftstops in the attic. -- Sec. 2516. (f) 4 .B , s h Page # 4 Required corrections for: Pro�ect Id: Overlook at Va11, building "C" 4plex Address: 1330 Sandstone Drive # SHEET IDENTIFICATION CORRECTION REQUIRED 10 A2 Mechanical/Laundry: Provide a plan indicating how combustion air will be provided for mechanical equipment. Also provide plans indicating equipment compatability between the boiler and water heater and the domestic clothes dryer. 11 A5 Stair Section: The minimum headroom vertically from nosing line is 6 feet 8 inches. -- Sec. 3306. (0) . Stair section does not verlfy headroom. � ; � x�H.��}�`�����,���w��'���° �� �� � � �� ���'�����������'��f� ���'° ���;°�. �,•,,.. "'�� ����a ��:x } ��,�.��, ��.. Architecture+Planning+ Commumcation Design MEMORANDUM DATE 7uly 8, 1998 TO. Mr. Charlie Davis FROM Mr Jason Shimp RE The Overlook at Vail—Phase 2, updated drawings Dear Charlie, Enclosed are the minor owner modifications to building"C" (4-plex) for Phase 2 of The Overlook at Vail pro�ect The attached sheets should update your project file Please call if you need any further information Thank you for your time Sincerely, �� Jason L Shimp, Job Captain file Overlk2/Davis,7-8-98 A Professional Corporat�on of Arch�tecture 100 West Beaver Creek Bivd , Su�te 234 P O Box 4385, Avon, Colorado 81620 Phone 970-949-3140 Fax 970-949-3142 c�.L.a..�....�..s..��>.�.,..��::3.u.,.' The OverloQk at Vail—Phase 2 Modifications July 8, 1998 Page 2 Note• the addition of two(2)paxl�iag spaces between buiidings"C" and"D" Note 4-plex modifications Unit 1•Wrapped deck around to north elevation—upper Ievel.� Acquired space under garage as storage—mid level. Addition of bathroom—lower level '� / Exterior window to sliding door—lower level.!� Unit 2:Acquired space under garage as stora�mid levet � Addition of bathroom—lower level Exterior window to sliding door—lower level � Unit 3• Acquired space under garage as storage—mid level � Exterior window to sliding door—lower level � Unit 4 E�ended deck—upper level `� � Acquired space under garage as storage—mid level. Addition of bathroom—iower level. ✓ Two(2)exterior windows to sliding doors—lower level � The Overloak at Vail—Phase 2 Modifications July 8, 1998 Page 2 Note• the addition of two(2)parking spaces between buildings"C" and"D". Note 4-plex modifications Unit 1•Wrapped deck around to north elevation—upper level.� Acquired space under garage as storage—mid level. Addition of bathroom—lower level `� / E�erior window to sliding door—lower level !/ Unit 2 Acquired space under garage as storage—mid level.� Addition of bathroom—lower level� Exterior window to sliding door—lower level. � Unit 3•Acquired space under garage as storage—mid level � Exterior window to sliding door—lower level � Unit 4 Extended deck—upper Ievel `� � Acquired space under garage as storage—mid level Addition of bathroom—iower level � Two(2) e�erior windows to sliding doors—lower level � `�v -- r� Q � �X 51°�2UC.� ��{-f�� G-��� �` '! � � � � — -- — _ �X �, S��G�c- ��� � � � , � ' � 1 � � �f�1�t��- �S�P�IJ 2��"�i� 3 � � ' � � � ��2�t5�ti� c�� � �x. i � ;` ,� ,'� .�• �(�►�-.IaUtS SI�2��5 10 � ,.1 � , / ,�' ,f ..r�n�L�„ �� '�'p �� % /� ,i / •� r' �. � � � �{ '/ N� Q.V��l7 � / / �� � Al��"�3l�s��'%' i / r '�` if\ ' /'f � �, �IL�F(� 1/����T N�� �t��'(.- G / �� � ,t 1 ;' , -�` � ` t Gr2�4s��S ,� �� � � ,\. ,� ,,� , . / � �' 1' ,� / �� '` �f � � / �`'/ , f � � : l '� s � f / ,`� � `t i � / ; ° ,� f f� � i " � • 1 � � ' — r � � � / f.� �Nov�� 1 srv�c�t�� ,y � � ' s .� � ,f � l , � � �� � � t� � �" � - �` �``� ►� � �� j�(�-;��— ° ,f' ,/' �/' I r-_x�s��n�� � Gr��ss�.s �° �' � �s�r=�s �`� _ `�' � 1 � ,� � f ,� ` , � , u � ,, �� � , � �,�ST,� � , t ���`�� �` - fl � +�� ' p�g�z:,�, � - - — — � ' 12�14,I�?T�C� � CON 1 f��-� � • �Xt�YIIi1C� �� � - ' �Ur�/��ST�=(�. �� � ` . o � , - _ a�� - �, - , �` / � � . r _ � • ,/ - ,� ,� ��- � , � � s S 4 � � 1 ` �� A � V'w.`f.� / � � � v l L ` � � t � � ' �>2,��rt1 t��t� �`' � .:a��=.�5 � ,�SSt�e�v���--5 � < �l 9 � i 9 d � p,�uL e,��� �`" Pr��� � --� L�c��'io� • 133 0 .5�;��s�`���,. ��. �'���� �ia : �.���- ���- ��_ �� � ��,���,,�.. +3��c,t�(�,�c�O� �-f,����d�.:��. 1���������F�,�.�� � - � - _ , , _ , . , � .. , , - . , -�-o--V-�—" � , , , . - l hereby certlfy thot th/s /mprovrment /ocatlon certlflcote was prepared � for the mortgage lende� ond the tit/e insu�ance company, thot it is not a /ond sunrey p/at or imp�ov�sment survey p/ot, ond thot �t is not to be �e%ed �� upon for the estab/ishment of fence, bur/dmg, o� ofhe� future improvemenf � lines ! further certify that the improvements on the above described parcel � on this dafe, except uti/ity connections, ore enti�e/y within the boundories of the parc% except as shown, that there are no enc�oochments upon fhe , descrlbed p�emises by /mprovements on any od/oining premJses, except os • / indicated, and that the�e is na opparent evidence or sign of any eosement crossrng or bu�dening any part of said po�ce% except as noted. . L O T G—� 71�is ce�Eificote does not constitute o t�f/e seo�ch by lnter–Mountoin Engineer/ng to determine ownershlp o� easemenfs of record Fo� o/I Informotlon �egard/ng eosements, �Ights–of–way or tit/e of reco�d, Inter--Mountain rNied upon Fna! P/ot – Lot G-4, Lion's Ridge Subdiv�sion, FOUND ALUM. C,4P � BAS/5 OF ELEt/A TION rown of uoii, Eog/e Counfy, Colorodo - ,uH�r A-r2aa�s,�.s - , R/M = 8265 46 /NV OUT= 8258.90 FOUND REBAR W/ AL UM. CAP 4.60' ` �L.S. 5933 S EASEMEN�� , uone . e r�n e� . ' ,�— ��� 9 22�'S2 pRA�NA�% - !� ���t/Q , , �' yV ANQ �� � N �9� , ��� .3g 27 l.�, --�'" , 6 o sr�.. ��^ N 14 �t�� � �3, F . 'i - . �2�2�, , �' 1340 `� , �� ^�� , >>9� ' Q o� - ��� " ' � � o� 8. ; � - — � � � o r c— 4 0 »>> 0 34.r o ,»: o . EX/STING BU/LD/NG 7 0' 7.0' �0' �0' �h , ( � . . �r ( �"�' ,� FOUR UNIT COMf�LEX O �'� ° (UNDER CONSTRUC770N) $ � � 3� � _ ` , � / � —L — J � � , O j ' ����' • L 96.4' �/'-a Z'�i� � _ C'�i'P V ' � , LF` �-'� - - - --w---- --------------�� o� - - - ------ - - - - ' , - � ----�----- -- - ____ ___ __ _. � � �`/ �� , 1340 �� � � ��2 � � J �� � �S, � 2 � ' �'� ��S`. �� cQ r'�. �, 10' UTJL/TY AND ORA/NAGE � EASEMENT � s�� , � . �� S 00'03'25" W 452.99' , FOUND REBAR W/ ALUM CAP � o'O "L.S. 5933" . �� � �� , � ` �� `,��-�� �� • , ✓ ✓ � . ° ��3��� DEC 1 2 1995 � � 8274.76� 8273 36 827�.42 8278.14 .����2�_�� � � -�� � ����������e �����c � � � � � .VVi .G~i .'�� ,�vA ' — 'r - ' � I� I I� I� I �� I LOT A 8 CURI/E �"A�LE.• � ���-- � t,i , CUR I/F RADIUS L'ENGTH TANGENT CHORD BEARING DEL TA- � a2�.s� � a2»? 8zao� �, az80.4 � CUR1/E 1 50.OD' 95.07' 70.03' 81.39' S 20'51'44" W 108'56'48" w d m � �� �- CUR t/F 2 447.45' 202.03' 102.77' 200.32' N 32�6'49" , " �� I� � lo I N j /' � \ � � w c�n – ��-f�� 1 � � � � � , [�. �� �►� � J _ DETA/L — ROOF RIOGE s � EL E l/�I T/ON ADORESS.• 1340 SANOSTONE DRl I/E � DATE REVISI�NS � ' P O BOX 97B �} }�g�� SU/TE 101 ;,,�i „' i ! �,� 0T7 uETCALF ROAD �i+��E�MO��a 1420 YANC£STREET AI�ON, COLO 81620 y+Y • • L.4KEWW0, COLD 80215 `��:�4 ,��� `j.� (303J 949-5072 LJ iy ��.■i�nee����• (303J 232-0158 1340 DENOTES STREET ADDRESS _'�-e �,' ��`'�y.v� DESIGN£D BY PROJ£CT NO � � °=� �a � IMPROVFMENT LOCA 170N CER71F/CATE 95-0/68S ��'���� ���� ORAWN BY DATE lSSUED N077CE According to Co%rado /aw ytiu must commence ; �� ' ' ��` OVA ,�ART OF LOT G-4, 12/08/95 any/ego/ action based upon any defect in this surv�sy . "s �� .� ��a,� � CHEG'ED BY � SCALE within three y�ars ofter yrou fu-st disco►�� such defect. ' /'�"''`.t x t�'� '�' ODF LION S RIOGE SUBDI t//SION �" = 30' In no et�ent, may eny action bosed upon any defect in ����','„,�.�,, ,,�, � � th�s su�vey be commenced more fhon ten years from AELD BOOK/PACE T O W N D F l/A l L sH�-r No the date of certllcotion shown hereon. , BK/PG EAGLE COUNTY, COLORADO 1 OF 1 � --------N O T I C E-------- e A COPY OF THIS PLAN ANALYSIS ISVED PLANS. ToTH SEANA YSRS AND CONTRACTOR'S COPY OF THE APPRO CORRECTION REPORT IS PROVIDED ALONG WITH OR IN PLACE OF REDLININC THE APPROVED PLAN. � IT IS THE RESPONSIBILITY 4F THE �W�N ANAL�Y�S AND CONTRACTOR TO CLOAND TOEVER FY THAT ALL CORRECTIONS CORRECTION REPORT NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY THE TOWN OF VAIL. THE ISSUANCE OR GRANTING OF A PERMIT OR APPR4N0 r BE PLANS, SPECIFICATIONS AND COMPUTAAN APPROVAL OF, ANY CONSTRUED TO BE A PE PRIOVISIONS OF ANY C�DE, ORDINA�CE VI4LATION OF ANY OF TH OR RESOLUTION OF THE TOWN OF VAIL. P�RTHIESPROVI5 OINS O� GIVE AUTHORITY TO VIOR THER ORDNNANCES OR RESOLUTIANS CONSTRUCTION CODES OF THE TOWN OF VAIL SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATlONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATACARRIED ON PREVENTING BUILDING OPERATION OF CODESEIORDINANCES OR THEREUNDER WHEN IN VIOLATION RESOLUTIONS OF THE TOWN OF VAIL. (Authority under the 1991 Uniform Building Code, Section 303 (c) titled VALIDITY OF PERMIT.) THE ANALYSIS OF THE SUBMITTED PLANS AND SPECIFICATION ANN �,; INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE A ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY THE , PLANS EXAMINER OR THE TOWN OF VAIL FOR ERR ESE I�TEIMSI AND OR DISCREPANCIES. THE RESP�TRUCT ONF RESTS SPECIFICALLY ' IMPLEMENTATION DURING CONS � WITH THE ARCHITECT, DESIGNER, BUILDER AND TRUCT VE �' COMMENTS AND NOTATIONS ARE INTENDEf� TO BE CON ° AND IN SUPPORT OF THE OWNER'S INTEREST. Va�RJo91 � � � m � � � ro � � � ''^V vJ � � � � � W � � � Q W ° LOT G-4 J Z � � , Q � o � �° aW - � t - � � � � b � s� � ��°�� � � � � --------- � � •� $ � i' � ; .� b�'� � I I '^ �i : : � DENOTES EXTERIOR `� , • ; , � D/MENS/ON (TYP) wN � �1 ���� � t�,1 � ��•{ I � ���� . � � ROCK FACE 2`3� O 0 �j �;�: I CONC WALL O � ������ ;,,� � 146' O � ���{ � '�`=ra��:;�e4;,�,�' .� , .,_,:� �, -� ,�j � t :�`'..,,q�.'F,Y,��, .'f�nCr,...� . � nl h aj I k 4 t< � � � � �` ,�'�� � �, �, ,��� � _� � �'�� ��v � GRAPHIC SCALE 4,� � �`3` 4D� ' d L . fr �i ,� .! d J - � 7 �, t{ � t -t '�.}.. ■� � ar fi If+ f�'' � . , up •�, �- rPv L� � y� �,�,s`.�'x ��� -T �k j�� i,�';' Q � T� � Y�Y�z `�. �� � �� � .. � " P' t`' r s2ti, m tF zS^�� „ 10 0 5 10 20 � ;�i r� b t- ih r f �,��'� >y � y� t � ¢Fe, .«� 1i �.f �t r� � p�f �.r � 40 : t �,? �"' �� �w�"�sn� . x� h N .�s' k ,�ti#,,,��,� a� � G ��.�t� � t f�� r -��rz�'Y.F�..y��•�'} y�� _ � � a s a�� � �F M4t k1 ��°i , � 9-' .£(�,..•i � ` � �'�t �Sd�tl��� n� r�� , � J � �M f�,aa a,^4,( t � . S t s �i_! � � �y� 5 1��' J ��4 r X L,� � ' „'� �l �f '+' r k^V� 4#t�^S���k �rr X F .t �1y � � 1 " 1S a '}` �4� 1x }f}' J } � i't{,�,` I � w ,,r �v z k „ �r .��� ,„�N �z; �s. th �� E � 4�� , ��,,,,,,� � ( IN FEET ) '�7 7 �.',� � � t s is .� r c , � - 2� �' � 4° ROCK FACE —�► ;�y r 4 c ,,� �t }L , � � }�, � ,� 5� r ��, x � � �5�� �; �_�r y�f . t k �:F��a�� a � K�.h �` a� � 3�r'�'r� i�i� i ��` �t �, an`�` Ns�� s� � ' •��,�;`'��Y�,,,+ , ,� x ir s�y { �rha r � ���� i. r� g ',� t '� � ��� � �,���? �� � 1 lIICl'1 = 10 ft ,yry�p � , , �1 , b� � ,h +,ry µ-W-7 � F „i. �c k4�f.R:1f4��tii �.s� t� �tSt�r1Y� r �rp!� ��'s Gi f�� `�yk °. '4St4 ��'�-�� � ra� j 1F 1a6�hi'rv � (�. t ��C �t��'�Rt. ���fS �'�F'�1 nS� � �"�'Crc �a��t(rrr' � .rsy�"Ser � °� �r � e �Y �)fi///y (��' �J/K)� �t l'� —� x t 4ii��� � r 4 v r.'�Mt� i�r�� Fr '$S!k,� 1 ��lJ/�lw..���4!��r U`i,�.; Y �fr�rr` � O l +��• � I ..§ ' . F, Y ,$:- /1y�. �' (� t ��," ��i i � i .r�-� V O O Qi C Y� w � F 5^��� f .t . }'��11�f' vfi�j i� �� ��r } �`�ii..�z3 .2��7*'`4//��•M��V��i�;��rK �f��{�� p � � J � � �` O ol � I aMi ,a � x F , � ,.�4 � a o ., s /�1/�►�t�M �f�+�1 � ° LOT A—�J � G� ��� � n, , y 1 r ��' x_ 4t�{�t��f/V���� � ���t ` y �".."" � � ,� I �ut '�� ,(,4 �,'7��/.'"'�M`y� C e�} �r,��� ri_ � � nF � y',YSr * yF � �z� ��Jr� �� cycrp �E w �: > >x -� j� �,y� i i 5 � � } . i e� k. ��E� r n F .�`�� f ���};�'• , ' V �p C�� r 1� 7 �t 3 tr 3 S".k. F �Y A ' 1 5� d�"-.�it�' -t .ik F�' . 't_..� � 'C C �I `o.;,,�amti �� o p w .� ,� g A 1 I � "y �"5 _.� ] ..} L J� k t� - .�A ��t P f 4 t 1 'Y 3M1 1 / fy FL S � V I �,y1 � F\ }- �. r k f �`^".. Y A hr. , f xp ,�f �- f. W f� P� i� j 0 W�y"„�3.'" � ki 1 i � � � Q` t`? ',.z„t,��_'' ,�, �r f �i E `t `' ' � � Y M'�Y � 'P �`��`� $"r`� i �' "�� R/DGE ELE�A AONS ARE TO 7HE TOP OF ROOF/NG FEL T ON .3/12/98 k .Ei$ °c' o ° o� c � �J � ° , '�' � i' �' � �r''� i,-a b c. ! }�`'f��sf r� '� . � � r�l .r} r's ty, � 2 -' 2 i t t ^,. �y���� .� y .�l t �s '�, � �r rf�. � r_ l � '' ; a F y 5 � �' '�es �i � C � h Y1� O O U��.. VCi� � s ' 6r'r v ��r � � s F � -� t3d �` �' .� y x�F r�-ti�i �.rc b +� �C y c � _ t �a 'w' q � 0 C E� O �` � �� ""--��t -i�n. 4 1 .C;� � 0 i p � � } , fs a�r ,rs 4 _ l � L�FA 7�E, r- � ,'�?�r �1 }r� }t,n -t5.rry t� �X F��` fis n c� �y,.J � �� 3 O l � L� J (v� � eJ� /t�� x r� ,� � �,t � r i a x L .. , r�' F�r�,�r 7 , i. ,"i.} 3 "�'� � Q O C�.�„ Q �V � �+Rr�fJr� y�� �,�t E� i �c r� �� � ` �r t��� � 3 F� t ��fi� �i���*� f�,� � V.fI I1(7N � � �C � � p � � � r � �� f N ",x ``z s � � i+�'�l��, < < N BAS/S OF ELE-••.•-•- p `o y ::�a�y'c�w s" F �t � � r ��7'7� Y�m i t r r t r v- Y � 4 Q� �O C+. C k9 hy� �G � � ' a� ' �����`ff4� � � w F r a, �` h�,,,�,, !F �r MH,�A-128.8.19A.6 � : � o �,,, � ��`�. � i .d 1 r ,�-� t i t ',� � r t t� � p G� �+ 4¢ C C � �u r� F% ' �� x ti ' arn as� �� t�t'�'�ar s t � t t x ar f"'`s_y6 t�, ' �'P,�. R�l� = [r2V.rJ.4V � p,i't„� �'� O ,� } � , �� �� r�� ��a�� ��, � � ' � �" � � � � `��� � ° ��� ��� /NV. OUT = 8258.90 � o ��' � y ��' m *�'tF�e���jl} a�(i.��c� .e, (�f A r� f ��vr���1� r�} � �'��ty�.. is { 5��� f,y � ����'� r�rt�fat; W 30VIt � � CL� a -�. o- �` :f C � l L �� l , y. � �� t . t. � � -�' x3 �� . k y Z �`�� r . ` m Yli L v" y O�i C �'�. � �, r H �� �[; tS $ '�;' t C t { i _ �{; tf 4 ,� qbi�'-, Ff '�{ � J�� � j"t"�� y r � �. Z omma� uy �uu � W ov: cmo „ 'o�,� "�� �r�� u,!,� f - i x� ' J !�-�' i Y ri T G-� f � O � o�o � �: 5 �'t�J �`' r J1t t�t., .����-�. 41 0��'.; Y _h` L a ♦ i f I CONCRE T E W A L L "x �1''t.(�'� ,=�'� ' , x r }; f0 5' � �` Q��w a�u a � � 2.0' � COIiERED ENTRY / he�eby certify that fhis imp�ovement /ocotion certificote wos prepored for 8ob Ked�owskl, fhat it Is not o /a�d sun�y p/at or � �T�� imp�o�ment survesy p/at, and fhot it !s not fo be �e/led upon fo� the 0 estab/ishment of fence, bui/ding, or othe� futu�e umprovement lmes N Q __j / fu�the� ce�tify that the improvements on the obo►as desc�i►�d po�ce/ Q p O on Ma�ch 12, 1998 except ufi/ity connection.� a�e entlre/y within the � 2 0 boundories of the po�c% except as shown, fhot there a�e no � enc�oochme�ts upon the described p�emises by lmp�o�ments on any � �' = V adjoining premises, except as Indicated, and thaf there is no apparent V � � � "� evidence o� sign of any eosement crossing o� burdening any part of soid � Z 00 ° po�c% except as noted. Z p Z � rn N This ce�fifcaEe does not constiEute a tTt/e seorch by inte�Mountoin � � O �' --� £ng/neering to determine ownership o� easements of record. For a// Q � S V m info�mation regarding easements, �ights–of–woy o� tit/e of record, � .� p � m � inte�–Mountoin �e/led upon FMIAL PLAT OF L/ON'S R/DGE SUBDIVIS/ON – � � � W � � F/L/NG ND. 3. � o I � ° W ; �' � � m o Q � � � � � o � ° � � � � � � .____ � o � f ._--- , J �" Duone D. 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QTY. S�ZE lW X N X tH) }.}�AD �-4EIl�NT 1-�A�DUJARE �IOT�S � � �t' QN .� N � � r-- t'7 A 2 �6�-B��Xa�-m�� 8'-�" garage door � � � o` - y i . a Z s�-m��xa�-m° S'-�" �adbolt/locicse entry door/ w�atherstrip # � � � T , � *- � o � � � Z 2�-8��X8�_m�� g�_��� deadbolt 2� min, rated r��J �!. 3�� v � � o � �- > o 0 � 2 ��-mnx��-e�� 6'-8" passag� ° m o x � 2 2'-6"x8'-m" S'-�" passag� balcor�y door/weat�ers. o � U � � .� a� , � ��-6"x6�-s�� 6'-8" privacy �, _ _ _ � � � � o 0 � 2�-m��x��-8�� 6'-8" passag� � � �' oU o � glass shower door � � 9 Q- L <i � �p 2'-8"x6'-8" (p'-$�� rjVaC 147'-2 1/2" t o chmn / \ A�� O j � � p y � � C� � °°, o, � ' 1 � am 'd' o 2 3'-m"x�'-8" �0'-8" passage mechanical room door ' o } x � 744'-8 1/2" t o rid e N O J �2 2'-4"x6'-8" rp'-$" •� � � � privacy � � K 2 «n�-6����-8�� 6'-S" � l � c passage sliding door � � 142'-1 ,�s�� r.o.brg. 4-- � � � °o � .� I I If �I � i Q .— °_ �/ I i `# � �/ �/ � — -- — ,� , � � � � � SYM. QTY. MOD. " OR CU1 X 1�) j�,Q, HEAD Nt NOTE '�'.�' I 1 � .., A1 G ' O1 2 �t'-0"x5'-0" g'_(�" 13�'-9 1/8" t o.brg. LN operat�on 135'-11 7/8" t.o,bt^g, ' 0 2 - - see drawing below _ �3 (0 3'-0"x5'-0" 8'-m" '1 , A10 a4 2 t Zn'-6"XS'-0° Sj�� � �O' AFF, ma in �V�. O 132'-3 1/$° t o brg OS � 3'-(1�"x6'-0" 8'-0" 3i�� � 2'-�O" ,���. 132' 11 7/8" t.o brg, �_ �s 2 C�n'-�°xs'-m" 8'-m" �� and i�N operatior� ,� ' � ` _ � / � , , , �,A„ , , b � 2 (2)3'-0"x5'-6" 8'-m" sill � 2'-�0" AFF. � / � O � i 0 2 �2n�-���x6�-r��� stll � 3' AFF. at landing � , -- -- , \ { ' � � ,, , � � sTUCCo � 2 �2n'-m°x5'-6�� 8'-m�� sill � 2'_��� A��. �� '� , � �o-A� 4>a„ 0 10 ' " ' " � �� �_ t� � ���IFY L��A� � \ � _ _�` TW 82 2 0' (SEE SITE PLAN) � 2 (3�2 -6 x5 -6 8 -ra s111 � 2 ro AFF. ���`� � /' P �, TS / _ . �, __ , - _�� _ � � � �4 l2n'-6"x5�-?��� 8�-m° ��FtiS ,� �GC�Sh ��UI��M�N"(5 / , � � �� ,� ,1 . � ' � !; �C � �; � �� � � ; ` �i „ � o 0 0 0 0 0,�0 0 0 0 O EMIN NI�E j, �w ;S � ,� s~�'_�! '��- �� ;� I� �t ,� i' � '' i � t f t ;f �_ � `; k� i 0 � � � 0 0 � � � �U � , � s � � i r J � O O O o O o O o o � � i , � �' -; `. f ,��,s }� ,� { �� �; °� fr + j ;� ,, ', i; fr � �O o� oQ O o�O o�O o�O o�O o�STONE� o�O o�O o � i �5 � ' ��i ;t' 1 � �� !' t � N i t (r ir F �2 2 - - see drawt�g �23�-�0 3i4�� r � .�_;�,; �_�_�-_--�__ __-_-- =---; � _ ' _�',�� , �� ��� ���Oo� � o��������0� �_=i_�;__� 1�!, �"� � O o O O o O o O o O o O o O o O o O o O o �3 2 - - see drawing �� ._� .__ — s� O O o� o�o o�o o� o�o o�o oQ o o�o o�o o�o o � F--� � . �4 2 - - see dra wing � � ,�� � 2 0���0� o��o��o�o o��o��o��o�o�o�aV o�V � - � ` � �-= ° � �O od0 0�0 0�0 0�0 0�0 000 0�0 0�0 000 o�O�o � " , IMPORTANT NOTE WINDOW SITES SHOWN ARE GENERIC THEY ARE TO BE MATCHED AS CLOSELY AS POSSIBLE BY ANY MAKE SUBMITfED L ••. = SCHEDULE SIZES TAKE PRECEDENCE OVER PLAN ANO ELEVATION CLAD CASEMENTS ARE SPECIFIED UNLESS NOTED OTHERWISE � O�O�O�O�O O�O�O�O�OOOO� Q - �� 2 � � ��; OO o O o O o O o O o O o O o O o O o O o O o � � A � ` A�o �-- o O o�O o�O o0 O o�O o0 O o�O o0 O o�O o�O o�O o ( l ' � � WOOb SIbING p � � r� 3 O�o�O�o�O�o�t��oO O�o�O��� � , �� 0�0 0�0 0�0 �O I � � _ 12 000�000� I � � � O � _ _ --� � o � � _ � 11_A11 0�O cn g241,0' O EE SZTE PLAN) � i �� � � � O � � 113'-11 3/8"t,o ply � _ _ I � ' � ��,;� I I � 1 � O 12 �`�� � � � il , � � � � � � � BOULDER RETAINING WAL_ � � ( I r,,� �-9� I I f F-y � ' I � � � `^ � O S'(l}GCO BW 8236 O' (S� � SITE PLAN� � _�__ J ^ ~� � �� 2-�A11 £ ,� � � � � � ' O � � O � � � � �' V � � �- — -�I- — -� .� � � ��� , �- - - - - �- � � � � � x g''0" 8,_m„ 104`-0" t a ply � O , 82295' — — - - - - - - - - - - - - - - - - - - - - - - - - -- -�-� - - - - � � I II II I I I I � -� I , - � I I I ! � � �- — -�J- -� . � I I I , -- - - L J 12 - — f - I I � _ -��=--L� — -� , -� � 12 �- — -�.}- — -T- — -� L J � � �- - - - - -� � 12 � . 13 - 3'-0" 8/15197 � � c� 2� ���, p ��2�.�� , �Uf 1�1� �LU �1�1� ����1��1�1�� s �� L � : 1 1 /� �� � 1 � g � � � I� O f� T H � L vAT T � aN � 1 � UILCJIf\1G ' � C ' � UNIT " 1 � ' scale , 1 / �- � � - 1 , _ O � ' . J I J t � ' N �tON � '— C7 N �f' -+�— CV � '— _ , _ - _ � � U � r- M --, � � � cn � � e = y `r � > ' y ,� � � � c "�"p .�, y" � � � 0 � O X O � U � ` � - � a� co �- �- o � _ . Q.0 Q c� o � �, o• � � � M a 'd' p O � x � � � O � ' �� � m � , _ - , � o p � a , p�v£ - --- -- � d. INDEX• OVGRLOOK-YHASE 2 13UILAING"G" . Q � - O��mer Lcs Lerner - Beechwood Orgnnizatian 's GENERAL NOTES ' ' E P O Boc 53�1 *•OWNER SPECIFICATIONS(BY CONTRACTOR) - � 5AN�5� � 467 Willis Avenue "*CtVIL AND SITE � ' � ' . \VilhstonPark,NY I1S96 C1 � � . � � S1TE � . �3,�,$�3-�,�, � F o�o� . _ **SITE PLANING , _ - � Arcl�itect Lundcll Arcltitects+Assoc�ates,P C S I �,1 _ ; ' I OQ W Beaver Crcek Blvd,Ste 234 S2 B�s► O � Avon,CO 81620-4385 *«ARCHITECTURAL , 'Mt • � p��� (970)949-314� A1 MAIN LEVEL * �1���.�. * �,� (970)949-3142 Fa� A2 MID LEVEL B ��� � J}1� A3 LOWER LEVEL � � , ,___.____ _____..___ _ _ _, _ __ _ _ __.__._..__ _ ---- ��/�fj� _ . _ ---J--- - Contractor 1�13 Da�sy�Lanc AS SBC�TIO SN ��/� � �'�,,� �S,J' , UGws RiDC£[OCw , A�On,CO 81620. A6 SECTION(LONGITUDINAL) tS D A��� � Q (97�)949-427G A7 ELEVATIONS ' " � ` �� . , .- A8 $CHEDULES AND PLANS WITH SY1�4BOGS . - � -:.�'.; Structural Engmeermg SK Pe�ghtal Engineers,Ltd A9 INTERIOR ELEVATIONS AND�IRBPLACE DETAIL �,t � v 7G Sunset Drive,Unit 4 A 10 WALL SECTIONS �� C `*°� �-d, '`v'�; �!� � O ' pD Basalt,CO 81G21 A11 DETAIL SHEET ` PNAS� I `�,? • � � �Q� �A�; ��.� F '�jL �o L/�NSHEAD ' BU�OWGS A� B ';� :� ° g � ,�C'� ��P� (970)927-9510 **ELECTRICAL PLANS El �.,.„ ,� � �? � Cco!+.+P�cr�o� � � k ,e � ' � �_r. ----. __ . Survcy/Ci��1�ngmeering Intermountmn Engmccr►ng,Ltd E3 - - - . __ _ a____ �1� `�� P O Bo�978 *#STRUCTUItALS �" 077!�"�tcalf Road S 1 1 FOUNDATION PLAN .k+�. � Q � n�� ' � `"" �""' a A�on,CO 81 G20 S2_I FRAMING PLAN LEVEL 1Q0 0 - k �{,-r�e. -p � � (970)94)-5072 S2 2 FRAMING PLAN LEVEL 110 0 � , PNAS� It� B ��` , � � ��� � tr� � S2 3 FRAMING PLAN L�VEL 120.0 �"'� y�° 4 - �"r� �.-�' ���'�� _ Sotls En�incenn� 'f � _ BUILD7�IGS C E D .��,> -_.�; __ b S C L Thompson S2,4 ROOF FRAMING PLAN r }...�{ - _ r ' 234 Center Drive S3 1 DETAILS/GENERAL NOTES ' � - - NORTH Glcn�vood Spnngs,CO 81G01 S3 2 DETAIL$ (IF REQUIRED) � ' + `, - (970)945•2809 � � ^�, M ,_ _____ _ 4 __ _ � -- - ___ _ _ �_�_ �____ �__ . � � �ST VAIL ��Y � Intenor Design S Labby Inter�ors y P O Box 7a 9 � � . � - OQ57-12 Edwards Acccss Road � ' � � , Ed�vards,CO 81G32 � ` ' . (970)�2G-2700 � �BC..�Il�C�1N l� � L.��ATIC�N MAP � � � �Y - , .�.r...y�.� . � � _ - � �n . - � Q - : - � � - - � � .� a�. _ � _� _� . � � � � � , � � O �r � - G� � . � - . � E--� � � . � � � Q � � - ' h ` e � � , 0 � � i , , a • � � �� �� � � �� • ` A � , � 7/28I�7 � - � � 8/1$/97 . , - m � �._______�_ __ - - F � � � � � _ _ � �S�P_ Z 5 1997 ��I��I�.DE��. ,�-, . __�_ _���:.�_.�.-.�� 89�- a3�z . . i ' Town of Vaii "� oF��C � E COP k v Y _______ _ _ ________ ____�________ ________1 _ ______ _ _ _ ___ ___ _ ______ __ _____ ___ ____ �- _ __ ________r__ _ , - _ o _ _______ _.�. _ ___ _______ � __ __ ___ _ __ ______ _ ___________ _ � .� � , , _ . , _ _ � . ��:.�..� .��.� _ ��_ � , _ , F + ` � � � It � GENERAL CaNDITIONS " ' 5. Provide 1 /2" dia. bolts with nuts and washers at 6' O.C.; F. STAIRWAYS: SYMBOLS _ j � ' ot least 2 bolts per piece within 12" of each end. Bolts mus# be 1 . Handrails: { 1 . LICENSES AND PERMITS: All work shall be performed under » stairways with 4 or more risers shall have a hand embedded c�t least 7 - in concrete. • . » » ELEVATION DOOR . permit from ALL governing authorlties and shall be inspected by rail on at least one side at 34 to 38 above nose of tread. SYMBOL � SYMBOL r 6. Ventilation: provide screened openings at 1 /150th of under- Sec. 3306 3. � �, their personnel and observed by � the architect. . �1� � floor carea for cross-ventilation. Sec. 2516 (c) 6. ° 2. Windin Stairs: re uired width of run to he rovided at 12" EXISTING waN�aw 2. IN�URANCE: Corttractor and all sub--contractors shall carry • • » . �� . 9 q P 6 � ` Contractor's Liability Insurance (personal and property) and Work- �' Crawl--space: m�nimum 18 under �oist, 12 minimum under out from the narrow side, and in no case shal! width af run be GRADE O SYMBOL ` ` men's Compensation meeting minimum Colorado requirements, and beams. Sec. 2516 (c) 2. , less than �6"]. Sec. 3306 (d). FINISH � � shall provide proof of same upon request. $• Provide a 4 mil vapor barrier lapped a minimum of 1 at 3. Fireblock: stairways between stringers and along run between GRADE M DETAIL ' � 3. SAFETY: Contractor shall take all reasonable precautions for each joist and extend to foundation wall. studs, Sec. 2516 (f) and (c). � � INDICATION the safety of employees, workmen, occupants and fihe property 9• Columns and posts in garages, basements, and exterior wooa locations shall be su orted at least 6" above ex osed ecarfh or 4. Usable S ace under Stairs: Walls and ceilin to be 5 8" t e � FRAMING �w�.# ' itself. Maintain two (2) ABC fire extinguishers on the job site from �� pp P P g � yp , sECrioN ` � � o N start to finish • 1 above concrete slab floor. Sec. 2516 (c) 4. X g.w.b. Table 43-B-77, Sec. 3306 �f). z sHr.# INDICATION � � � �� ' 10. Provide damproofing on the exterior of walls enclosing G. Decks/8alconies: � � � � • • • CONCRETE .� c� �a �-- \ � � � • R \ R ♦ R ♦ R � R � 4. MEASUREMENTS: Before ordering materials or doing any work, habitable dreas. Sec. 1707 (d). , g to be designed for 60 Ib. per sq. ft. Piers to be `" `. '' `. `' `" .' 3 DETAIL � ' � � � o0 0�',- 1 . Framin Contracfior wil( verify all measurements on site. poured in place, concrete with metal column-type base for posts, INDICATION � �� o �r ` 5. MAT�RIALS: All materials to be new, in good condition, and of rovide swa brdcin as re uired. Tabfe 23-A-3 Sec. 2907 `" °� � standard grade or better or as called out in the Construction p y g q » ' �g�� VENEER Q ,�' � o Documen ts. I f an s eci fie d ra duc t is unavai la b le, or i f t he C. FRAMING: 2. Guardrails to be minimum 42 hei ght with bctlusters not over , P�Ywoo� , � � o-� Y p p 4" apart anc� to withstand horizontal force of �0 �Ib. per lineal ft. � � m p x ` Con trac tar wis hes to sugges t an a l terna tive, con tac t t he arc hitect 1�.� When a girder is spliced over a support, an ade quate tie=�`shall when deck is 30" or more above grade. Sec. 171 1 &T4ble [123--B]. RIGID _ ^ _ _ _- = ROD A � o '.x U � < for a roval."� - INSULATION ;,� � , PP be provided. Sec. 2517 (c). SHELF p � c o � fi. WORKMANSHIP: All work shall be performed by mechanics 2. Bearing bedms and girders shall have a minimum end bearin g H. LIGHT AND VENTILATION: O T H E R o U '� � skilled in their respective trades in accordance with the best of 3 when su p ported b y mcasonr y or concrete. Sec. 2517 (c) 5. � ractices of that trade. Contractor is to coordinate, su ervise, I N S U L A T I O N Q � Q �?� p p 3. Wood members entering masonry or concrete walls shall be 1 . Dryer, Kitchen and Bath fan to be separately vented to outside. o � � o. and take respansibility for all work of his employees and sub- provided with a 1 /2" air space at top, sides, and ends. Sec. 1205 (a). Install ductwork prior to insulation or framing U t3 M o`r,, contractors and their employees. Sec. 2516 (c) 5. inspection. � ,m �' o 7. DEBRIS: Site and buildin shall be ke t in a neat and safe 4. Fabricated 2. Exhaust ducts to be constructed of smooth noncombustible 9 p girders, if built up, shall be naile'd with 20 penny . � .� � � � condition at all times. Contractor to provide a dumpster on site nails and/or bolfied per approved design. Table 25-Q. material. Approved flex connection shall not exceed 6 in length. � ` of a size necessary to accomadate all trash removal needs. 5. Framing anchors shall be used to support joists framed into 3. Skylights must use plastic or safety gfazing. Tempered glass o o O = 8. ADDITIONS/DELETIONS: Owne r a n d C o n t r a c t o r m a y n e g o t i a t e t h e s i d e o f w o o d g i r d e r o r f r a m i n g b a n d. S e c. 2 5 1 7 (d) 3. not to b e u s e d w i t h o u t w i r e m e s h b e l o w. S e c. 3 4 0 3. � o c i � additions, deletions, or revisions to the scope of work and adjust 6. Trimmer and header joists shall be doubled when span 4. Safety glazing: per Sec. 5406 U.B.C. �C '�' � ' the contracfi sum accordingly. A written record of each change exceeds 4'. Provide framing anchors for header joists over 6' I. FIREPLACE: shall be kept by Contractor for final accounting. The architect will long & for each tail joist' more than 12' long. Sec. 2517 (d) 4. - be mdiled a copy of QII changes. 7. Joists shall be supported laterally at the ends and at each 1 . Chimney shall extend 2' above any portion of the roof within 9. ARCHITECT'S ROLE: The architect will have no responsibility to support by solid 2" blocking. Sec. 2517 (d) 3&6. [10']. [Table 37-B]. pF �CO�Q, supervise or coordinate the Contractor's work, to stop work for any 8. Bearing partitions perpendicular to joists shall not be offset 2, Unlisted single wall metal chimneys shall not be used within a - � �.,� reason, or to insure construction safety. His sole function shall be from supporting girder, walls or partitions more than the depth of dwelling. UMC Sec. [914 (a)]. ��, � �� ' _ to act as the Owner's agent in making periodic visits, as set up the joists, unless designed by architect or engineer, 3. Single wall metal connectors shall be installed with clearance BERTS. _ � with the Owner, to observe whether the work is proceeding Sec. 2517 (d) 5. to combustibles as per [Table 5-C U.M.C.], [Sec. 915]. IUMDEIl * according fio the plans and specificotions. The Architect wishes to 9. Double joists: minimum required under parallel bearing 4. Provide one hour rated flue chases. r B297s � _ artitions. Sec. 2517 d 5. � G ` consult with the Contractor frequentfy and provide whatever assist- p �, ance or clarification might b�e necessary to keep the job proceed- 10. He�aders or lintels shall have a minimum end bearing of J. MECHANICAL: - F�s, ��'��' , ing according to shedule and plan. Shou{d questions arise, the 1 - 1 f 2 . Sec. 2517 (d) 5. _ D pR , ` � Contractor or any sub-contractor may call the Architect during 11 . Glu-lams, if exposed to weather, shall be pressure-treated or 1 . Heating system sizing, insulation and glazing area shall con- � , normal business hours at (97.0) 949--3140. of` wood of natural resistance to decay. Provide plant certificate form to the 1980 State Energy Code. � for all lu-lams Grade stam s 2. Combustible air required per UMC, Sec. 602 and 607 (Outside 10. SIGNAGE: Contractor and Architect may erect a sign identify- 9 • p to be inspected prior to covering. A�r 1 s inch er 5 000 BTU's u er and lower. ing themselves for th� duration of the project. The sign must be Sec. 2511 (f) (g). '`� ) a• „P � PP . in, compliance with all local and applicable regulations and sub- 12. Sub-flooring of '��� r��f��� lumber or approved grade ply- 3. At least 30 working space to be provided in front of furnace. woad. Sec. 2517 e Tables R-1 & S-1 . [UMC 505]. mitted to the Architect far approval prior to fabrication. � � 4. Me#al ducts shall be separated from the gr�und by at leasfi 4" A B B R E V I AT I 0 N S � 1 1 . DESIGNS: Drawings and design concept are property of the 1 �• Plywood combination subfloor-underlayment to have approved of clecar� space [UMC Sec 10a4] (a) architect and any -use of such d�rawings and content for any ofiher tongue and groove joints, or fo be supported between joisfis with • • , • � � . , project, without written consent from architect, is strictly prohibited blocking. Table 25-T. 5. Mechanical equipment Iccated ir� the crawlspace or attic shall ACST. ACOUSTICAL G.C. GENERAL GONTRACTOR � hove service lighting and power. [UMC Sec. 708, 709]. A.F.F. ABOVE FINISHED FLOOR G.I. GALVANIZED IRON �'-'� �`' _ . by law. _ 14. 2" Tongue & Groove decking may be used in accordance with 6. Furnace installed in garage: apply gyp wallboard and firetape ALT. ALTERNATE GL. GLASS "� � . 12. CHANGES: Changes made from the plans without consent Table 25--U and Sec. 2517 [e] 3. abave and behind furnace prior to installation. Sec. 503 (d) 4. ALUM. ALUMINUM HD. HEAD/HEADER � � � � from the architect are unauthorized, dnd shall relieve the Architect 15. Wali studs supporting 2 floors to be 2x6 stud spacing per 7. Appliances installed in garage: shall be located out of the ARCH. ARCHITECT HQRZ. HORIZONTAL - �' � , of responsibility for all consequences arriving out of � such changes. Sec. 2517 and Table 25-R-3. normr�l ath af vehicles, or a means of H.C. , HOLLOW CORE � - (g} p prot�ction shafl be & AND � � � , � GENERAL NOTES: 16. Utility grade studs spacing 16" O.C. maximum height 8' for provided. - Unifs generating a spark of flame shall have pilots and ASPH. ASPHALT HGT. HEIGHT . , j � exterior or bearing walls; maximum 10 for interior nonload burners 18 above the floor. [UMC 508]. � qT H.M. HOLLOW METAL � � - 1 . DO NOT SCALE DRAWINGS._ bearing walls. SQC. 2517 (g). BSM'T BASEMENT INSUL. INSULATION '� � � ' 2. All general notes to be considered part of the Constructian 17, Where bearing is required for plumbing in bearing walls use K. PLUMBING: BD. BOARD �. JOINT � ; Do,cuments. JST. JOIST � ` 2x6 or double 2x4 studs. Sec. 2517 (g) {q). , „ , BLDG. BUILDING � - ; 3. Contractor required to notify architect of all discrepancies in � g, Firestopping required ta cut off concealed draft opening 1 . Tile for shower to extend 70 above drain inlet with water- BLK. BLOCK � LBR./LUM. LUMBER a � � ° , ine• Construction Documents and awQit clarification before proceed- (vert. & horiz.} at . 10 intervals per Sec. 2516 (f). resistont backing. [Sec. 510 (b)]. . . �� „ BM. BEAM LT. WT. LIGHT �WEIGHT ' � � - ' � 2. Water closet com artment to be minimum 30 wide with 24 MAX. MAXIM � 9 19. Firestop openings around vents, pipes, ducts, chimneys, P B.M. BENCH MARK ` 4. Contractor to verify all utilities information at job site before fireplaces, etc. with non-combustible materials. Sec. 2516 (f) 2D, clear space in front of stool. Sec. 511 (a). B-0 BLOCK-OUT MIN. � MINIMUM � � � � . commencing construct�on. 3. Hot tubs/spas: show backflow device, gate valves, drainage; BOT. BOTTOM ` MANUF. MANUFACTURER �,,a �' �t , 5. Refer to all Architectural, Structural, Mechanical and Electrical � ancl� installa#ion specs. BRG. BEARING MTL. METAL E'��� �"'� � - drawings for coordination of all work as required to prevent con- D. EXTERIOR WALL: � 4. Hot water tank: provide pressure relief valve. Drain out, no BRK. BRICK MlSC. MISCELLANEOUS � � � - � flacts between various frades during construction. trapping, end of pipe not more �than 2 or less than 6 above the CAB. CABINET � M.J. MARKING JOLNT � � � ; 6. Alt work to be instafled in accordance with applicable building 1 . 15 Ib. felt or air infiltration "house-wrc� " shall be a lied ground, ointin down. Sec. 1007 e U.P.C. M.O. MASONRY OPENING �� codes and regulations as well as soils test information and Soils over sheathing on all exterior walls, la not less than 2" at horiz- 5. Dishwasherg provide Cir gap. [Stc), 1043 U.P.C. . C.J. CONSTRUCTION JOINT N.I.C. NOT IN CONTRACT �, � � ' P � CL CENTER LINE N. NORTH � � � Engineers' recommendations. `on#al joints ond 6" at vertical joints. Sec. 1708 (a). CLG. CEILING ' � �� �- 2. All exposed, horizontal wood members (belfy bands, etc.) to L. ELECTRICAL: CLO. CLOSET N.T.S. NOT TO SCALE . � A. SITE DEVELOPMENT: have 45 degree minimum chamfered top edge. CLR. CLEAR O.C. ON CENTER � � - 1 . G.F.I. outlets are required in bathrooms, kitchens above counters COL. COLUMN P.L. PLASTIC LAMINATE � 1 . Provide ositive draina e c�wa from buildin at all times. all garage outlets and al) outlets outside where there is direct grade PL PLATE �, � - P 9 Y 9 CONC. CONCRETE � � 2. Control runoff on site to revent siltation off of ro ert to E. ROOF: access. [NEC 210] PLUMB. PLUMBING , P P p Y • CONT. CONTINUOUS other ro erties, roads, or other ad'acent uses. • 2. All service panel circuits fio be clearly marked. R. RISER P P J 1 . Rafters not parallel to ceiling joists shall be t�ed with 1 x4 3. Outlet re uired on kitchen island. NEC 210-52 b CONTR. CONTRACTOR - ` 3. Drainage-provide footing drain lines. All drainage lines shall cross ties at minimum [4'] O.C. Sec. 2517 (h) 4. q � � ��' CORR. CORRUGATED REQ. REQUIRED be rigid, high impact material at feast equal to P.E. SDA-38 2. Attic ventilation to be 1 /150th of attic area, or 1 /300th 4. Indoor spas, hot tubs and hydramasscige bathtubs shall comply C. COURSES RM. ROOM , 4. Backfilt-all foundatian/retaining wdlls shall be backfilled with provided 1 /2 is at Soffit and 1 /2 is 3' above the plate line. with Uniform Swimming Pool, Spa & Hot Tub Code of the N.E.C. DET. DETAIL R.O. ROUGH 4PENING , free draining granular material other thon sand up to 2/3 the Sec. 32�5 c . for round fault rotection. s• SOUTH � - � ( ) �� . �� g p D.F. DRINKING FOUNTAIN SqT. SATURATED height of the wall. A special inspection is required priar fo cover- 3. Ridgeboard: minimum 1 thickness. Valleys and hips: 2 DR• DOOR - �- ing drains. On down stope walls and walls less than 32" high and minimum thickness. Minimum depth equal to end cut of rafters. M. FIRE SEPARATIONS: T DIA.� DIAMETER SPEC. SPECIFICATIONS � r � on ofher than flat slo e lots; gravel backfill may be terminated at Sec. 2517 h 3. � �� DBL. DOUBLE S,F. SQUARE FEET » . - . � ) 1 . Gara�e & House Occupancy: separation to be 5/8 ��type X D.S. DOWNSPOUT STD. STANDARD _ 12 min�mum depth. �see structural pages for job specific design.) 4. Rafters, trusses and joists shall be supported by solid blocking GWB on ara e art walls and beari walls nd 5 8 t e � ' � at all bearin oints to revent rotation. Sec. 2517 h 6. 9 g p y � ng ' a � ' P X DWGS. DRAWINGS STOR. STORAGE _ _ ,��� � ��,^� � �� s � � �,����,�-��,A, 9 P P � ) GWB on ceiling. Seams to be firetaped. [Sec. 503 (d} 3�. STL. STEEL � B. FOUNDAT(ON: S�� "��`����-:.���.�s.',����. ` �, � � 5. Plywood sheafihing, if ex osed to urtderside or to weather, �� ` � ` , � P 2. Between Garage and. House: doors to be minimum 1 -3/8 EQ. EQUAL STN. STONE shal) be C-C exterior grade or better bonded with exterior glue. solid core with self-closing device. There shall be no openings in SW. SWITCH ' � 1 . All footings & wall details shall be designed and stamped by a Sec. 2517 (b) 7& '2516 (f). • E•W• EACH WAY ,� _ � " , re istered en ineer licensed to do business in Colorado. wall between garage and any room used �for sleeping. EA. EACH T• TREAQ � , Roof sheathing shall be in accordance with Table 25-R-1 , and [Sec. 503 (d) Sec. 1104]. T&B TOP AND BOTTOM ; , Frost depth hall be a minimum of 4 from grade to bottom of 25-R-2 for lumber, Tables 25-A-1 , 25-S-2 and Sec. 2516 1� ' • _ ELEC. ELECTRICAL ` footin � ) 3. All piping or tubing which penetrates the fire resistive con EL. ELEV. ELEVATION T&G TO�IGUE AND GROOVE 9• for plywood. struction between the house and gara e shall be metal or pro- EXIST. EXISTING T.O.P. T4P OF PLY ` Minimum Steel for seismic reinforcing to be: � _--.-�- 7. Spaced sheathing for cedar shakes to be spaced not over 6" tected by fire resistive construction. [�Sec. 5�3 (d) 3]. � T.O.R. TOP OF ROOF � Horizont��:-�E.,00tings-2 #4 rebar continuous. ____.__.----- clear nor more than the width of the board. Minimum 1 x4. EXT. EXTERIOR rc� f 7 - 4. Every dwel(ing is to have a smoke detector located in each EXP EXPANSI�N T.O.W. TOP OF WALL �'/ G�/ 9 t � Walls 4-�_ continuo s at to�8N--�#�'"`�.C. Walls over Sec. 3202 (a}. � bedroom, bedroam corridor and in every story. Smoke detectors ' TYP. TYPICAL ' �� ! ���� � ; 32" to be desi M`"`Sec. 2610, 2614 (c) 9. 8. Shake roof requires interlacing each course with minimum 18" are to be wired to the electrical s stem and hove a batter back E.J. EXPAN510N JOINT < <r ' ' Verticals: Wqlls-�Wui ei to 3�" 4 rebar at 32" O.C. . " " Sec. 3203 h y y F.D. FLOOR DRAIN VYL. VINYL , __ �g p ---_�1 3fJ Ib felt. Minimum 3 in 12 pitch. ( ). up. [Sec. 1210]. VERT. VERTICAL � �f Walls over 32 ta be designed per-S . 2610, 9. Shake and shingle roofs require mefial valleys with minimum 5. All outlets within fire se aration walls or ceilin shall be FDN./FND. FOUNDATI4N � � 2614 (c) 9. no. 28 gou e alvanized or corrosion resistant metaf over minimum p g FF. FINISHED FLOOR V.I.F. VER(FY IN FIELD , 9 9 approved for laccation. FIX. FIXTURE w• WEST ' ` 3. All P14tes and Sleepers in direct contact with concrete slab, 15 Ib. felt. Sec. 3208-C-1 D. FLR. FLOOR � wD. WOOD and wood used for furring out concrete concrete walls below 10. Provide flashing and/or counterflashing and waterproofing at N. MISCELLANEOUS: G. GUTTER WID. WIDTH � , grade, to be pressure treated or foundation grade cedcrr or red- all conditions where roofing abutts vertical walls, and all water- � , Ever dwellin to have its address lainl le ible and visible GYP. GWB. GYPSUM WALL BOARD WWF WOVEN WIRE FABRIC � wood. Sec. 2516 (c) 3. proof flat surface at the building perimeter (18" minimum). y 9 p 9 � ' ` from the street or road fron#in ra ert [�Sec. 513 GA. GAUGE WIN. WINDOW � � 4. Foundation sills shal) be at least 6" above grade and �shall be 1 1 . Provide waterproof inembrane 8'-Q" (minirrtum) up from eave g p p Y• �• � - . i=_ pressure-treated wood ar foundation grdde cedar. overhang at dll roof conditions. ' 2. Attic access to be readily accessible. Minirnum size 22" x 30" * unobstructed headroom. [Sec. 3205 (a)]. ANY ABREVIATION INADVERTENTLY LEFT OUT OF THIS � Sec. 2517 (c) 3&7, 2907 (a). 12. All exposed flashing and gutters �a,�- ��, 3. Access to crawlspace to be unobstructed 18" �r 24" minimum. LIST CAN BE CLAR�FIED BY THE ARCHITECT. - - � � - Sec. 2516 (c) 2. _ _ �'�� � .� ' � _ , - �,� - .____�.= - --��==- t,•` � 4 V . «�:.��.—... - - �..-.__�•___— ( ` � , , r • � .�-.._--- ' .. --�—�-- �—�-- * —�—�-- ° 1 , .� ,, ., -,_.-,- -., .. _ •, ' e � , - ° ' ; � ' ' ' r � � � � ` � ' � - _ � - � � > , , � � � , � _ �'r ' � - . - , _ � • , ° _ , , i k t � ' � ' ' " � i ♦ ` . . � fi , , _, ... � _ � � _ � .. ' — ` — ' — , — � • . 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' -�-� � , _ , . __ ( . , , � ' , , _ � , � _ - ___�'� "_ -�� ` ,-'� .. . . __ � - - °__ ' -- . , � � -° - - - • _ � - -- --- - �..R+. �^r'... t � ' r .. . �,� . � . .. e -� ,.,o = � ,V . . -,� - .- � .. � . ' - _� -, � � r y ` � +. r • . • ^ . ' ' (y ' �r ± ' �1 , Y J' + - �'' �+'yV t` 4 � n r � � - _ , , - _ ' � ^ � , ' ' Y " s ' � - � � ' - � ` . � " , ` ' ���, 'c. a� ,. ',"f- r . � ` ' °. - ,I - ":t • ' _ '' • . t r . _ .�: � 4, � ' ' , ' " - , , - t � ` `i r , Y1�. ,�` ,,;�-' e 4�'�M f , '. � • 9 'i � � „ • e � , � � � • * ' v ... r�_ . t _' .. ` _ _ � . ` � , . " � rt'.• ,_ , � - . . , .- , , . . . . � ., ' ° � � - . A ' < ' '� • " � ' • 'r ' w • ` `'�+� v � • � � � . , , < ' ,. ' � _ � . � ,. , � . . -. � . r��:i-y,��"�... " • • . . . � i '. . �. ;k . Fw . , - ` " �ENE a N�T�;; ' • . ' - �� .r,: • , . • - . � K , . � � . , � , . . . S�1A►ER NOTES: 4 � - � .4 • ;� •�. 4-��..r ,' - . � Y M , � , , ° , - .,,� - , �;,y' , � - - _ wA����'. � ' ` , �� ' ' �a�."��'-�a` ' ,.'`i� .' .� � _ � , , + .;��;'� :r � - i _ . ` : . , , , , - _ - . � ' � 1, The Con�roctor.shoU �chadute o preconsiruct�or� meek,ng with the Owner and the y t. This pro�ect� inciudes the canatruction of new aewer mofnm end servtces tieing mto 1, , Tt�f� projact i�letud�s the con�trvction of n�► woter moina and servitea ti�i into� ' , �� " ° ' � ' Enginear�at leost 48 hours prior ta the stort ot construci�on. Plana will be exiatinq sewar moiri�. Oniy b�ief interruptiahs in flow will bs cllowed. ond under � '�� "cr�'. `� ` _,. exiatinq wet�r rnoim. Nc Int�rruption� in flow will be otbwid. ' y4 • � , , distr�buted ot ihis meeting ,� canstruction w�t► be ermitted rior to the � • , . , � � ,� � .�-� � � • , � , r� . � ' ` ` ' P P _ na circumetbncea wilt aewaqa be oliowtQ to bock up in �uildin sewars or loterals. ` ,, � r , , prrconstruct�or► meet�r�g. ^ ` , � ' g ' � 2. Water distributian conattuetio� �halt canform to Upper Eaql� Ragionol Water �thority . �� ' . �° �•,:- ' y�" ' ' , ' � r.� ' � 2 AU �on�tcry sewer oncf wetar canst�uction ahoN coniorm Eo Upper Eagle Voilty � atandard �p�Cificotbnl. � " " � '+y � � � � P � �.�,:;,- :',. °„.'!,=. , � � . , 2. 7Fia Conlractor is warntd that conflici� with ezi�tinQ utility aervicea moy exist , ' � Consolideted Senitotion Dtstrict standqrd ap�citicotions. ' ° � ° : , � ' � ,v�� � ., ,.. .,, . - .�; ° � , , , , k` � � , . Prior ta btginning Cn�/ C�nstruclfo�,,the Contractor sholl contoct all oppropriate - ' ~ � - - "' - , - , . , - - : � . �t�l�th tomponie� for I�ne locctions Ne ahall then iocota oll utd�tit� (inrfudin - � 3. Alt motsrlals ond workmctnship �hell M aubject to in�psctio� by�the district and/or , ' ` ` ' `��' '�' M�° � , • - � : • ` " � . F ,� ����lni :.' ,`�: ,� ��t , 'r , t 9 3. Ail mate►idta and workmonsh�p shaN Da sub�ect la i�apection by tha d��trict end/or its r nt�ntdthn�a. "fh� dislrict ��hrv�s the ri ht to dce t or re t on materiata � s * � - ,',-�= �. r � �. �, �.,, : ; ept � Any con I�cts w�th th� proposed _cnnetrucfion shaU be brought ta the attention their repretentative�, the diatrict reserve! t e �iqht to accept or re)GCt ony such and w4rkmaMhtp thot do not �onforrn ta distQ�ct atondcrd sp�cific�ot�ons� ' - � � � � �,,,� � � ...� ' _ � � -- _ of_ the Engineer so thot r��nor hne or grnde chan�ea" �nn be mode to elim�note any , moteriof� ond workmonship that daea not conform to diet�ict standard ° � - f } � � � � � � „ � � - , � conilicts w�Eh these exisiing ut�liiies. All e�isfing ut►lities ehbll be protected specificotions " 4 t h e d(s t r i c t a n d i t s e n 9 i rt N r o r e t o b e n o t i f i e d b y t h e c o n t r o c t o r o t l e c s t 4 8 h ours' a`:•'��: •f'` ; . - , f r n m d o m a q e b y t�e c o n t r o c t o r ,D o m a�e d u t i f i t i e s s h a l 1 b e r e p o i r e d b y t h e c on f r v c t ar ' p r i o r t o a n y u i i t i t� c o t ti t t t u c t i o n. ' �`''�i w�'� : . - - T4f, � . � _ _ ' • a t n o e x p e n s e t o t h e O w n e r , 4. t he'di�triet an d i t s e ny i n d e r ar e E o b e n o b f i e d b y t h e C v n t ro c t o r o t l e c�s t 4$ ' � ` � ' ' ' ' µ t . ' -` ' . � , '. F � . - • - . - . ` " hours pnor to en y �til't y �o+�atruct�or�. S. T h e C o n t r o c t o r s h a H o t a l l t i�e�i k e s e �a te fu l l se t o f con troc� drowin s `, � , E :� � � r 3. T h e C a n t ro c t o r s h b i t o b t oi n a t h i s ex pense a l t p ermi ts=.�n d mspdc t�oris w h ic h ure � ' � � � � � r ri M k s d u p t o iW�,i r�d i c a E� o s-t w i R�con di t w s $C k i d row inys s ho i! be providled '�'-�,�: " ' � - , �e c e s s o ry to pe r ia r m t he propose d war k -Pe�rn�tS s ho l l b e ob ta►neQ ond inspections 5. the sewer shall be.teated ir� nccordance with dist�ict atandard � �ticotions upon Completion oT ths woric. As-budt drow�nqs will °" � � � '� � � ' ` '��"" � y ` "�"'` � ' � � " P� - to tnter-Mountoin`Enqi»fs� " '' �M„u,,,� . , -��..�.-. r ;� � , r - , scheduled o mirnmum of 48 hc5urs 'in advance of conatn�ction, , ' ` � to ►nciud• pressure tests, defiection. tslews�on inspecbon,�-and tbmping _ ,be compilM br Int�r-uounta n EnqinNring pnor to imal occ�ptanc�. Controcto� ia Y _ ' , � • ,. _ � � � , ' ` ' �°�.'i ' � . _ ` , ,�. � s �e , N ` to provi0e ot Nost lwc� tl�r from physical monuments to oq fittin9s. volwa ond , . ",�,� � . ;� . �,�'{ ` -- ,,. .,r, � h• ,, � - ,�. .Y ,..�•r . , 4 At1 canstruction sha11 conform to muri�ipat or Fd�strict st�ndarda �nd specif�cationa� 6 l�ll sewer moina shalt be constructed wlth poly vinyt,chb�ida pipe (pvc) ASTM 0-3034 _ menhotas. :t. n � ;, • ,�.; �; � ; ' 1 ond be s�b�er! to zanstn,ct�on observat�on by tfie�r �epreaento4ivea Co �e� of � ' � ' � � % Y � '� � , , ' _ , � , muni�►pal ond di5t�ict stan r m b e ned by the Controctar Cont�acto� � , SOR 35 Joints sholt conform�to AS?M D-32#2. . _ � • . �R� - - _ ',• : �, _ � ..,� y � -�;, ;- , _. da ds usi � obt � � M �;�� F :� -�.,�'' ~:; �.,�°-� �. ,:;, k t�y,.�•?;, �e. � � ; _ �shaft hnve one 1) si ned cop �f the tons o roved b •THE TOWN Of VA1 n ' 6 Wqt�t ma{na� shoil b� cortstNcted with ductile iron i e AWWA C151 wi � - "-;� . •• ` • � 4�� ��w''''==:��' k��" �'�`' :E:+-"� =�""� `�'���`��� � ' � Y� P � PP Y l a d �, 5ew r . , , P P th ush-on _ . _ V� ,w--: i _�'. .�,,v, =c,,� �- �-r , e servic I� M d-3034 6-321 ' � P • . -�=, ;,' _ <,,, " � � •. � � • - d�str�ct D P c s on h j � - e n4s shell be PVC AST 5t)R 35, pu�h bn joints (1►ST�1 2 !nt � , . N� , . , , .� k� ;:• rt.tih° , � -�, rt. ,:��.. F��;�z,'`±.,o ' ' .�s M,� ' �'�;..'- ` ''�,:`,:''� _.a;:' , . , s � ond on t o ht o ro r�at � ) s. AWYM11 C111 Clpds �Z, ��,F. , . J ( )) e (� ) � y of' t pp p e s ecifi ation R A ob s te 1� M � - - , , . at olt times. The Controctor shall have one complete seE of the contraict documenta g, th � ' � , _ • °1''�""a� � r`"'�' ' �.. . ._ R' •, A,. -�� � .i r`�",=�'^ -- ' t .��'_s,`�--`+,� °�'_�'- • . ' ` � on he location oI exi tin o e � �_ . � � . , `Y "•_`. _ ,�� � - .; -� � e�Controttor aholl vent the elwat�on ond ��` .. � _. , . t job a�te at all t�mes . , y. � 9 P�Pe or manh I 7. Alt woter �fatt rostot�cdy ed cc r nc � ict Stondords. - � , '- � ;,.,�' ~:`C` `�,:.� -r' ;,�� '"' ' ��-:. . inve�te nE tie-in'points_pribr to construc#ion-�tokin rnains� ���hyd q q de e with D� tr °�` ` � ��'-,.�, �'� � ` •� ti 9� All m i s teat in � . - `" » ,,. - -- °.�" '�'� - �. � } 1 - . a n shett tW o�d hst�d in otcordance with d'u�tnct an4 Stote Neolth „ . � . � '_�^'�.c"-}:,K,., .:,•y :�, � -..�•,,���.•'' :,�,�, L . " Y L:.. :; �� + ..''d+` -ti�;,V? - ��S '`� i,� :�R j �, :,. ._�.:'��t.a,r 's Oeportnfent requtr�r1ts. Proe�durea shall be oppraved by the district. ,�y, j = .,i�- p;:,:'� �L ,�� ° 5 Controctor sho1i not scnle drowings for const�uction purposea� My mi��inq d�m�nsions 9 AAqnhole rima shefl be aet at an elevetic��n nlativa to the povement in occordence � ` � ,; �, :Z' � � ",' , 4� � ,i'_ _ -�� r�� � << .��.,• r �l: ��y✓ 'al� '<<� � �Yf•i� .i. t . - � � or di9crepo�cips in, ptans, (�eld stekinq or phy9icdf features �holt be broUqht to , ' w�th the UE1/CS0' roqu+rementa PrecoseQ adjultln9 ,rinqy �hall be used to ad�ust nm 8. All w+ot� (ine� �h4N hwa a minim m � ' ;`„ ' , ' ' . - ';`,-`"','�� -•.,�� �. c � ;.-, 3" �. u depth o1.7 /�tt meo�u�ed from the tep ot the -�^�'!''�i�p � ,�;.:��. „ , 4 , � _' : �,,�,' •,'.� ih4 attrr+ti�n of the Enginte� 1� the Coniractor procerds with the work w�thout elevation�-to finol grade Maximurn ed�uttment irom th4 top ot thc concro/e cone ' pips to the fini�Md qr0und surfoce. • ' � � ' � s X ` �:`-Y�,;:;�:, ��,Yr' -,,�"i' „�,�;• ;w„� -'� ,� ;-;�� �+ � , , not�iying ,the Engmeer, he does yc� at his own nsk y _ , ' � ' _ . :> ,'. ` - - T . ,l- �,..,.� �,�'x' .�, �r '�t, ,-�Y'' , ., :,.N,� � _ , . _ _ to the top of the firnshedgrede ot the ring �haN b��l4". , � � _ � � � ,t- � .� ,y�.L ,�`L #„tY�i�' ""�' � �� _;� aK 9. AI( wofer f tiYP m pp g. �_, "�, C INTER-�IOUNtA1N �NGINEERING +s �-prowdin res�dent en meerin sarvites tor servic• tinq st►oM bn 3 4 e K aeo leas Cb er,Tubm . 4 � . • ' :�°,a. '�� � Rr,-; _ '+ �x� :r• ,r r^.:'��- �.� �����',-°� ' �x, � , � � 9, 9� 9 ' . 10, All pipe aha11 be �onatructed with ltendord p+p� bedd►nfl es shown in the detaita ,-, � � . � �: ;, �{ fi�,=�{�x`'��- �r� �? � � ,�..�•., ;�t�;.��� a + , _ - this pro�ect If,tanstruction documants ore uncteer. ar if errQrs or Ci3CfCpanC1E� 8edding material sholl cenform to ASTM C-33 or D-�48, siza number 67, tt trench � 10. 1�II woter s�Mce linea stwtt hava,o m(nlmum de th oi 8 I'fet' exce t x �' . � �i��� : ' � -;�'..� _� �° -. t:� :�� ",• . .• -- ', "±'- ' p ( p ct e ponsion , _ , , r � • � � .Y ; a:,•;_ , w� .,���., u r.;'r o� r{, ��.` 'r1y�•';h } �,. i. : - , . ' � are dlgcovCred, the Eng�neer shnit not be I�able if the �ontroctor or cllant mekCS � co�dition� vory or if rock or wotu is encountered, tha Engineer i� to be notified Iobp) t�osur�d ire�r►�i top ot pipe to the finiah�d qtound aurface. �' ; ,=t, ,,; .�;�. . , , •, '^r ^��F. 1 �,� _l�..• .r�} - his own interpretdt+on of and/ar revises the or�g�nol intsnt ot the construction - pr�or to �roceeding with construction. . :r� �` � ~� � ` � .� ` � *���� � ' ' ` , , dacuments c�nd desiqn drow�ng9, . _ _ � - � - - ' , ,; ' - tt. Al! pipe dimenaions �ot�d oro from cente�fine of fitt�ng to cente�line ot titti�9, ma„r�ex '�"' ° ` � ,,y�;i.-; "'t-, f�• ��•-�� "�'��:;=' +�, _ f���,,;.-'„��'�.,�, � � � ' � s� t 1 N unauitable material ia /ourtd in the trench bottom, !he mate�iol ahal! be remov�ed � � ` , 2 .���' � ;j: � ,� �� ,,,�!F ` ' q Y 9 P Per eection 0222 t. Pcrf 3,1 E 12. Ail va � � * 'a.s ` � � :: ���;�• �,,-•;, � ,� _ ,.. t��� ` '�7 �bservations oi 1hp wor'k in progress and vn-site v�sits are not to be construed ' os re uired b ihe di�tirict or the en me�r at►d re iacsd R���'; "` • , y� r �,,�, , 1, : ;*� << � ; tw boxa �ftoN b� ed��3tad to on elevt�tian retatiye to the pavement in accord- �"eir'c�.��r��rrY► ,,�, �,�•f '�#� �'�,," „s�,.�r`,�;,�,: -� � ,,^ �`F;��;�� . � ° • � os a guorQntee or worronty by the Engi�eer of tha Contr�ctor's controttuoi and pa�t 2.1 J� of the apst►ficat�ont. once with the UEViCSO requirrmente. r`.�._� .c',,�� i .. �,�,�;-�,.,�`� . � ., � ; , ,�� � �° � responsibilities , . � �, . . , � , - • ` � t - , � ens on an . - r - �� ' ' a.- �' �. � , r � - 8. Alt d�sturbed areas are t�+ be recom acted to 95r. of the soil' t2� a� p�pe dim i 9 d �lopes noted are �from centerlin� �ot manhol - j �:,� , ,. . z . ,;� wt''<< = ' . p s 5tandord Proct r e to centertine , - ` '�;�. : ; � � �� f . , Dans�ty (A5T1� 0-698) • ° , of mo h 1 manhole, ' , � , , . , . . .�, ' '�.'-� : ;- s' _ ;�' `: �re. " r '.t�4; �•`� ' • . . n oe. Al( pipe d�rnension� are horixonta! from monhole to 1` ' � ;, ' ����• ' � � r�� x � - r c .� .L •,S. . ... r . y �!� sf�}' � ''�'� � �`,,. , �:tir r :r��„�� i»t � <. '� �� P y Campoction testinq mo be do�e irom time to time at mtervc�ls deem � ° ' , 3 ��= �� �_ ' � � '` ::� r Y"'� � ' � - r � - " Y ecf appropriate � � - � • , � _ � • : - :,�r �� ,� 4- ,�, �� , '., ' , , 3 ' „ by the Er►gmecr these fexts are intended to provida the Owner a greeter degrEe � r - -{ � ' •- , , - �~',� .; + „ „ ��J� � ,�.� - �._ ` ��,„�' '_ • • ' , r of ossurance ha th , - - . , , , _ ' : '..' �r` } `�- , x5 .� •-�.� ', t t a Controctor �s com i in �►ith com action re uir Th ' ;ti r Y�* � M -' j� � , o to s �o r ly �o p Y 9 control, nor are fhe ee tegts ta - ' --�' � � r ' " ` ? " ±A � "ti'�.w �., ����! H+* �:''��t�~� � ` , � _ . , Contr c r 1 nat e u n these tests for (il! �. -+ .�` . ; � � , � be eon9trued as o uarantee the En ineer af the ' � ' � , � - � � - " ' � A ;`'" '°' � '� " " �* "��`"'^ 9 bY g ConEractor s controctual , .ers� • � . � 6b1� di10C1 ' � � , ' ' MwJwt,l r��etwwsa�+���Wrp: � "' ' +�- , , - . ' . i .I.`�.�• t��, 5 �t��'•,:,•' ► i . . • �� Sofet is «1Q fES h3� �I _ M�fM t�[,{Y�paMArlMK�� ' t ' • y..r " 't^ r` . ^ � s .�. Y, y �`' • • a'e: } . � f , y pc bi ty of the Contractor Tha Eng�neer is not responsible { j �.�'�"�"`;�,�"',�"''�'�;� , "w'� ° "� <r�» ` c. :r, ��+' ' �` • `•. ' s � �, � t , �Of�SC1(Ct� �n.•on, or about th� project sitc, nor tor�compliance by thr �dppro riatc f 1 ' � , - ` • " ' - r - .1= _ � �- l" '' � 1�. R ••« , � � porty with any regulations reiatmq 1he�eto " P - - - g '~��'S r ! _,�' � �'' '�} � � � .i t r..; ,�. ; , !! :� r; • � �, � i� t ` ■ � �.r� • »y= r-} �' , - ' • _ , 111�� ,��'` r;�?���f'�` �' ii�•:•.,: _ -r!, - Y, e: - t ` � , ' (� t � SY�llj�. � ♦ •' ••r.w . }� iTw� ;'••s��„� '�• '�?;�'�y'"�2'it� ��1 iti"1' `��)• �,�. S•�� + ,r•�« �F.a����5:C.�lti�� �� ► • �► ,+. � e '} .� � ;. t` .�t A ..:i=r•a.�- }'3��Y� �' ::i}� :" .�Z �`�`r' .�at ^; r� , _ , t The Controc#or sholl provide nff tights, 'sEgns, borncades, ftagmen or othe►' devi�ds =-o„� � � , � t f *, V A4}���y '„ � y y 1 k� R^w�c rw tu �� � � .� . � - n � necessary to prov�de tor oubhc soitty in acco�dance with fhe current Monual ot ' � � ��� ,�r� � . r, �,i � '` � k ; j f_;. q,��,, �; ;4J � .;��t� ������� .�"' � � , Un�forn�r, 1'roCfi� Controt C�evices� includ�nQ the State ot Colorada Amendments �t • • <, , �. . ; • t , 2� Basis o� Elevation Existin �menhole A-t 1 A � ' , .' ;. � au►.c� . ~� ''' � +� F�:' � .�';,a. .;��s ' �, :,,z�', •�.,,�r'�,��•^ S`. „. . ' � 1 g 28 8. 9 -6_approximately �0 teet No�Eh ;3 ��ry� � .� ,!� ��= +�' ,� .�, ..G�� _,1�.., , a` .�k � � , . y � ..!�r� � �.- : - . - � and �S (eet Wts! o} the � r ° .,...�- ,��x �� � '+,�� S .�,�.: ,�,t ,3�� ' :r : _ _ o th po�nt of eurvoture of the 5dndstone OrivE Cul-De-Soc �►►� , _ , , , - . ;,� �.�,, ~ , ;, .. �",' ; .,�� p_ .,r- i�Yr��,_ '." . , _ _ , -Rim elevotion 826546, N he k e�t (out} 1 v 8258.90 _ w►"'�s�+�•`�i►u� b»�'rn - .' =, '•-., , rr.�'� `.'� '-� `�;r•��:�`.�'t '�';� � •` -^ .� - Of� 09 ff1V rlf.11 1�►1K ! 1 � ! �r�rl� AIAN ..f1R.���..El�ld �v��1 �" � 4 ,a`.,'�ri�,'i..t Z , 2i..�S�'�F' �t�= .++` ��:"v.l,� •`�+' `�� �. !G �t101'1 �A�1110�3 C�I[ , , = -.,, • • , , , _� , . 'i , t , � , . . �py�,� RKRM«R �> i � � ti. t � _ ` ' r i �t ,��a'. _ "� i �•:�d, r�'-� (','~i..., '"_��}"'' ' � i ; " ., . ' ��1�1�� , • fwbt �N{�AMI�fNM1�R � M� ft11«1 fI�OM "5 ,,`• 4,- ` . * r �� . ' t: y�'!:'� . '� « ty�• :=,Y'...h- + ,; . 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