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Home My WebLink AboutVail Village Filing 7 Tract B Northwoods Bldg B & F 2000 Phase 1.pdf Town of Vail Comm . Dev . Dept . - Building Safety & Inspection Services 75 South Frontage Road Vail , CO 81657 ( 970 ) 479 - 2138 FAX ( 970 ) 479- 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : B99 - 0042 Date : April 19 , 1999 Project Name : Northwoods 2000 Bldg ' s . B & F Address : 600 Vail Valley Dr Contractor : R . A . Nelson Occupancy : R1 /B / S3 Construction : Type III 1 - Hr Engineer : KRM Engineering Inc . Report By : Charlie Davis NOTE : The code items listed in this report are not intended to be a. complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the rode . 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 . # SHEET IDENTIFICATION CORRECTION REQUIRED 1 Provide drains and overflow drains or scuppers . - Sec . 1506 . 2 & Sec . 1506 . 3 2 Not shown Glazing in a hazardous location is required to be glazed with safety material . - - Sec . 2406 . 3 & Sec . 2406 . 4 3 Not shown Provide attic ventilation that complies with Section 1505 . 3 4 Not shown Provide an attic access ( 22X30 min ) to each attic area . - - Sec . 1505 . 1 5 All expansion areas This area is required to have an automatic sprinkler system . - - Sec . 904 . 2 . 1 Provide Sprinkler and fire alarm plans to the Town Fire Dept . for review . Page # 2 Code review for Project Id . Address : 6 This exterior wall is required to be a 2 hour assembly . - - Table 5 - A All interior walls must be constructed as 1 - Hr fire resistive assemblies . Provide more info on what type of assembly is to be used . ( Listed or Precriptive ) 7 All Structural elements must be protected by 1 - Hr fire resistive construction . Table 6 - A 8 The top of accessible water closet seats shall be 17 in to 19 in above the floor . - - CABO /ANSI A117 . 1 Sec . 4 . 17 . 3 & Fig . B4 . 17 . 3 9 Grab bars need to be shown on the plans that comply with CABO/ANSI A117 . 1 Sec . 4 . 17: 4 & Fig . B4 . 17 . 3 & B4 . 17 . 4 10 Provide the required 29 inch height , 30 inch clear width , & 17 inch clear depth under at least one lavatory . - - CABO/ANSI A117 . 1 Sec . 4 . 20 & Fig . 84 . 20 . 3 . 1 & B4 . 20 . 3 . 2 11 All r000fing assemblies must comply with table 15 - A . Roof covering must meet a minimum of class B . 12 An elevator permit is required . Contact NWCOG at 970 - 468 - 0295 for submittal requirements . 13 Both the sauna and steam room are to be accessible . The clear width of the doors must be 32 14 All exisiting fire department connections must be upgrade to meet current standards . ( Eg . Hydrants raised to a min . of 36 " above finish grade ) 15 All standpipes must be interconnected . Contact the Fire Dept , for further guidance . 16 The new elevator for building F must comply with CABO /ANSI A117 . 1 1992 edition for accessiblity . Page # 3 Code review for : Project Id . : Address : 17 It has been noted that storage closets exist within Building B Garage ( S3 , type I construction ) These closets should obtain planning approval , and be modified to comply with the type of construct in which it is located , Town of Vail Comm . Dev . Dept , - Building Safety & Inspection Services 75 South Frontage Road Vail , CO 81657 ( 970 ) 479 - 2138 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : B99 - 0042 Date : April 19 , 1999 Project Name : Northwoods 2000 Bldg , F Address : 600 Vail Valley Dr Contractor : R . A . Nelson Occupancy : R1 Architect : William Pierce Construction : III - lhr Engineer : KRM Engineering Inc . Report By : Charlie Davis NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code , 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 FIRE PROTECTION NORTH Building 65 . 0 Feet 32 . 5 Feet EAST Property line 27 . 0 Feet 27 . 0 Feet SOUTH Property line 24 . 0 Feet 24 . 0 Feet WEST Building 82 . 0 Feet 41 . 0 Feet Allowable area increased 50A for open area on 2 sides . - - Sec . 505 . 1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - _ - _ _ - 4 Apartment or Condo R1 ok 5899 20250 0 . 29 ok TOTAL FOR FLOOR 5899 20250 0 . 29 ok 3 Apartment or Condo R1 ok 5899 20250 0 . 29 ok TOTAL FOR FLOOR 5899 20250 0 . 29 ok 2 Apartment or Condo R1. ok 5899 20250 0 , 29 ok TOTAL FOR FLOOR 5899 20250 0 . 29 ok 1 Apartment or Condo R1 ok 5899 20250 0029 ok TOTAL FOR FLOOR 5899 20250 0 , 29 ok BUILDING TOTAL 23594 40500 0 . 58 ok - Sec . 504 and Table 5 - B Page # 2 Code review for : Project Id , : Northwoods 2000 Bldg * F Address : 600 Vail. Valley Dr The actual height of this building is 62 . feet , The maximum height of the building is 65 . feet , Table 5 - B EXTERIOR. WALL FIRE RATINGS AND OPENING PROTECTION Table 5 - A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 2 hour 1 hour None Non - Comb No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 2 hour 1 hour None Non - Comb No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 2 hour 1 hour None Non - Comb No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material. Required R1 2 hour 0 hour None Non - Comb No In two hour walls , fire - retardant - treated wood framing may be used within the assembly provided the exposed outer and inner faces are noncombustible , - - Sec , 503 . 4 . 3 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 sgafto with no dimension greater than 12 feet , - - Sec , 713 . 8 Not Allowed - - Openings are not permitted in this walla When openings in an exterior wall are above and within 5 feet laterally of an opening in the story below , such openings shall be separated by an approved flame barrier extending 30 inches beyond the exterior wall in the plane of the floor or by approved vertical flame barriers not less than 3 feet high measured vertically above the top of the lower opening , Flame barriers shall have a fire resistance of not less than three - fourths hour - - Sec , 1704 . ( c ) Page # 3 Code review for : Project Id . : Northwoods 2000 Bldg , F Address : 600 Vail Valley Dr OTHER BUILDING ELEMENTS Table 6 - A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 1 hr Interior nonbrg wall Any 1 hr See Footnote # 7 Structural Frame Any 1 hr Exterior Struct Frame Any 1 hr See footnote # 1 Shaft Enclosure Any 1 hr Floor / Ceiling Assembly Any 1 hr Roof / Ceiling Assembly Any 1 hr See Footnote # 8 Stairs Noncombustible None See Footnote # 16 NOTE : See Section 711 for shaft enclosure exceptions . 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 6 - A , footnote 1 7 ) Nonload - bearing walls within a dwelling unit that are not part of a corridor may be of : a ) Noncombustible ( nonrated ) materials b ) Fire retardant - treated wood c ) Combustible framing with noncombustible covering in Type III and V construction - - Sec , 601 , 5 , 2 , 2 8 ) If the entire roof structure is 25 feet or more above any floor , the fire rating may be allowed to be eliminated , See limitations and requirements . - - Sec , 604 , 5 16 ) Finish material. on stairs to be hard noncombustible materials . - - Sec , 604 . 4 ° 2 Exception : Stairs that are not required to be in an enclosure , Page # 4 Code review for : Project Id . : Northwoods 2000 Bldg . F Address : 600 Vail Valley Dr PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES - - Sec . 709 . 6 Through penetrations : 1 ) Penetrations shall be installed as tested in the rated assembly . - - Sec . 709 . 6 . 2 2 ) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated . - - Sec . 709 . 6 . 3 Exception : When penetrating items are steel , ferrous or copper pipes or steel conduits and the wall is concrete or masonry , the annular space shall be permitted to be grout or mortar . The minimum thickness is the thickness required to maintain the fire rating . The maximum size of the penetrating items is equivalent to a 6 - inch diameter and the opening is a maximum of 144 square inches . Sec < 709 . 6 . 1 Membrane penetrations : The requirements are the same as for through penetrations . Sec . 709 . 7 Exceptions : 1 . Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area . Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches . 2 . Sprinklers with metal escutcheon plates . Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained . - Sec . 709 . 7 Page # 5 Code review for : Project Id . : Northwoods 2000 Bldg . F Address : 600 Vail Valley Dr FLOOR / CEILING AND ROOF /CEILING ASSEMBLIES - - Sec . 710 . 2 Through pentrations : Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures . p Sec . 710 . 2 . 1 Exceptions : 1 . When penetrating items are steel , ferrous or copper conduits , pipes , tubes and vents through a single concrete floor , the annular space shall be permitted to be grout or mortar . The minimum thickness is the thickness required to maintain the fire rating . The maximum size of the penetrating items is equivalent to a 6 - inch diameter and the opening is a maximum of 1. 44 square inches . 2 . Electrical outlet boxes that have been tested for use in fire - assemblies . The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system . Sec . 710 . 2 . 3 Exception : Floor penetrations contained and located within the cavity of a wall do not require a T rating . Membrane penetrations : The requirements are the same as for through penetrations . Sec . 710 . 3 Exceptions : 1 . When penetrating items are steel , ferrous or copper conduits , electrical outlet boxes , pipes , tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion . Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations . 2 . Electrical outlet boxes that have been tested for use in fire - assemblies . 3 . Sprinklers with metal escutcheon plates . Fire - resistive roofs may have unprotected openings . - - Seca 710 . 4 Page # 6 Code review for : Project Id . : Northwoods 2000 Bldg , F Address : 600 Vail Valley Dr SMOKE and FIRE DAMPERS - - Sec . 713 . 10 and 713 . 11 Dampers shall be accessible for inspection and servicing : 1 . Penetrations through area separation walls . Penetrations through occupancy separations . 2 . Penetrations of the fire - resistive construction of horizontal exit walls or corridors serving as a means of egress . Exception : Openings for steel ducts penetrating the required fire - resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0 . 019 - inch thickness ( 26 gage ) and have no openings serving the corridor . 3 . Penetrations of shaft enclosures . Exceptions : 1 . Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward . 2 . Penetrations of a fire - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position . 3 . Smoke dampers are not required when shaft is exhaust only , and is used for continuously operating fans . 4 . Penetrations of the ceiling of fire - resistive floor - ceiling or roof - ceiling assemblies . Exception : Smoke dampers are not required . 5 . Penetrations of an atrium enclosure element . Exception : Smoke dampers are not required . 6 . Penetrations of exterior walls where protection of openings is required . Exception : Smoke dampers are not required . 7 . Penetrations of areas of refuge . Exception : Ventilation system designed to supply outside air during an emergency . 8 . Smoke dampers are required in smoke barriers and elevator lobbies . Page # 7 Code review for Project Id . : Northwoods 2000 Bldg , F Address : 600 Vail. valley Dr 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 . 708 . 3 . 1 . 1 . 2 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 . 708 . 3 . 1 . 2 . 1 EXIT REQUIREMENTS : FL NAME NUMB MIN MIN PANIC HALLWAY / DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 4 Apartment or Condo 29 2 5 . 8 No N /A N /R TOTAL 29 2 8 . 7 No N/A N/ R 3 Apartment or Condo 29 2 5 . 8 No N/A N/R TOTAL 29 2 8 . 7 No N/A N/ R 2 Apartment or Condo 29 2 5 . 8 No N/A N/ R TOTAL 29 2 8 . 7 No Corridor N/ R, 1 Apartment or Condo 29 2 5 . 8 No Corridor N/ R 20 18 TOTAL 29 2 5 . 8 No Corridor N/ R 17 Hallways shall be considered as intervening rooms for exit - access design purposes . - - Sec . 1004 . 3 . 3 . 1 Walls and ceilings of hallways are not required to be fire - resistive unless they are required to be fire - resistive based construction type . - - Sec . 1004 . 3 . 3 . 3 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision . - - Sec . 1. 004 . 3 . 3 . 4 Elevator lobbies are not required . - - Sec . 1004 . 3 . 3 . 5 In areas where 2 exits are required , the minimum separation is 1 / 2 of the maximum diagonal of the area or floor . - - Sec . 1004 . 2 . 4 When 2 exits are required , exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit , except for dead ends not exceeding 20 feet in length . Sec . 1004 . 2 . 6 Page # 8 Code review for : Project Id . : Northwoods 2000 Bldg , F Address : 600 Vail Valley Dr Exit signs are required from all areas where 2 or exits are required . - - Sec . 1003 . 2 . 8 . 2 , Exception 2 No point to be more than 100 feet from an exit sign . Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved . - - Sec . 1003 . 2 . 8 . 2 , Exception 1 Door swing is based on Sec . 1003 . 3 . 1. . 5 except as noted . Occupant load factor is based on Table 10 - A . Number of exits is based on Table 10 - A except as noted . Exit width is in inches and based on Sec . 1003 . 2 . 3 and Table 10 - B Exit width is to be divided approximately equally among exits . - - Sec . 1003 . 2 . 3 . 2 width shown for all areas is based on other egress components . Width shown for 1st floor is based on other egress components . Width shown for other floors & basements is based on. stairways . - - Table 10 - B For the minimum width of doors , see Sec . 1003 . 3 . 1 . 3 For the minimum width of hallways , see Sec . 1004 . 3 . 3 . 2 For the minimum width of corridors , see Sec . 1004 . 3 . 4 . 2 For the minimum width of stairways , see Sec . 1003 . 3 . 3 . 2 FOOTNOTES : 17 ) The requirement for this hallway/ corridor to be a corridor is based on the hallway in a portion of this area being an intervening room . - - Sec . 1004 . 2 . 2 & 1004 . 3 . 3 . 1 18 ) The requirement for this hallway / corridor to be a corridor is based on this area requiring more than one exit , - - Sec . 1004 . 2 . 2 , Exception 2 NOTE : One exit may be through an adjoining or intervening room , which in turn provides direct access to an exit or to a corridor . - Sec . 1004 . 2 . 2 , Exception 4 , 20 ) The requirement for this hallway/ corridor to be a corridor is based on this area having an occupant load of 10 or more . - - Sec . 1007 . 6 . 1 FLUSH AND SURFACE BOLTS : Manually operated edge - or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used . When automatic flush bolts are used , the door leaf having the automatic flush bolt shall not have a door knob or surface - mounted hardware . The unlatching of any leaf shall not require more than one operation . - Sec . 1003 . 3 1 . 8 LOCKS AND LATCHES : Regardless of the occupant load served , exit doors shall be openable from the inside without the use of a key or any special knowledge or effort . - - Sec . 1003 . 3 . 1 . 8 Page # 9 Code review for : Project id . : Northwoods 2000 Bldg , F Address : 600 Vail Valley Dr STAIR NOTES : Public stairways : 1 ) The rise of steps shall not be less than 4 inches or greater than 7 inches . The minimum run is 11 inches . The maximum variation is 3 / 8 inch in a flight of stairs . _ - Sec . 1003 . 3 . 3 . 3 2 ) The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater than 49 . - - Sec . 1003 . 3 . 3 . 2 Also see exit table above to see if minimum width is greater than 44 inches . 3 ) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing . May be on one side of stairways less than 44 inches wide . - _ Sec . 1003 . 3 . 3 . 6 , Exception 1 4 ) Provide a guard rail where drop off is greater than 30 inches . - - Sec . 509 . 1 5 ) The minimum height is 42 inches . - - Sec . 509 . 2 6 ) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through . - - Sec . 509 . 3 The triangular opening formed at the riser , tread and guardrail may be 6 inches . - - 509 . 3 , Exception 2 7 ) The minimum headroom is 6 ft . 8 inches . Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points . - - Sec . 1. 003 . 3 . 3 . 4 8 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr , fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Stairways are required to be in, exit enclosures . - - Sec . 1005 . 3 . 3 . 1 1. ) The walls of the enclosure are required to be 2 hr fire assemblies . - - Sec . 1005 . 3 . 3 . 2 2 ) The openings into the exit enclosure are required to be 1 1 / 2 hour assemblies . Note : Openings into enclosure are limited to those necessary for egress normally occupied spaces . Doors shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector . - - Sec . 1005 . 3 . 3 . 5 3 ) A connection to the exterior is required with the same fire protection as the exit enclosure . - - Sec . 1005 . 3 . 3 . 3 4 ) The space under the stairs ( enclosed or not ) may not be used for any purpose . - - Sec . 1005 .. 3 . 3 . 6 5 ) Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings four or more stories in height . - - Sec . 10033 . 3 . 13 6 ) At least one stairway is required to extend to the roof unless the roof slope is greater than 4 : 12 . - - Sec . 1003 . 3 . 3 . 11 Page # 10 Code review for : Project Id . : Northwoods 2000 Bldg . F Address : 600 Vail valley Dr ELEVATOR REQUIREMENTS : 1 ) When the elevator vertical travel is 25 feet or more , each associated elevator lobby or entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only . - - Sec . 3003 . 2 2 ) In building three or more stories in height , at least one elevator serving all floors shall accommodate a wheelchair . See the complete list of requirements in code book . - - Sec . 3003 . 4 . 1 3 ) In all structures four or more stories in height , at least one elevator shall be provided that can accommodate an ambulance - type stretcher 76 inches by 24 inches in the horizontal position . - - Sec . 3003 . 5 4 ) Shafts ( hoistways ) housing elevators extending through more than two floor levels shall be vented to the outside . The area of the vent shall not be less than 3 1 / 2 percent of the area of the elevator shaft , provided a minimum of 3 square feet per elevator is provided . - - Sec . 3004 . Vents shall be capable of manual operation only . LANDINGS AT DOORS : 1 ) A floor or landing shall be provided on each side of doors . When access for persons with disabilities is required . the floor or landing shall not be more than 1 / 2 inch lower than the threshold . When access is not required , the maximum is 1 inch . - - Sec . 1003 . 3 . 1 . 6 2 ) Landings shall have a width not less than the width of the stairway or width of the doorway , whichever is the greater_ . Where a landing serves an occupant load of 50 or more , doors in any position shall not reduce the landing dimension to less than one half it required width . The minimum length in the direction of exit travel is 44 inches . - - Sec . 1003 . 3 . 1 . 7 TRAVEL DISTANCE : ( distance to an exit ) The maximum travel distance in this building is 200 feet . - - Sec . 1004 . 2 . 5 . 2 . 1 Travel distance shall not be limited within an exit enclosure or exit passageway . - - Sec . 1005 . 2 . 2 BUILDING ACCESSIBILITY : When there is more than 20 dwelling units , at "least 2 percent , but not less than one unit shall be accessible .. - - Sec . 1103 . 1 , 9 . 3 See Exceptions in code Page # 11 Code review for : Project Id . : Northwoods 2000 Bldg . F Address : 600 Vail valley Dr 1 ) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117 . 11 At least 50 percent of all entrances shall be accessible . - - Sec . 1103 . 2 . 3 2 ) When more that one exit is required from any accessible space , each accessible portion of the space shall be served by not less than two accessible means of egress . - - Sec . 1104 . 1 . 1 3 ) When an exit stairway is part of an accessible means of egress , the stairway shall have a clear width of not less than 48 inches between the handrails . The stairway shall either incorporate an area of refuge within an enlarged story - level landing or shall be accessed from an area of refuge . - - Sec . 1104 . 1 . 2 The area of refuge shall have direct access to the stairway that serves it . - - Sec . 1104 . 2 . 1 4 ) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each. 200 occupants , or portion thereof . - - Sec . 1104 . 2 . 3 5 ) If the area of refuge is not within the stairway , it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating . Smoke barriers shall extend to the roof or floor deck above . Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes . - - Sec . 1104 . 2 . 4 6 ) Two - way communications are required . - - Sec . 1104 . 2 . 5 7 ) Each area must be identified. by a sign stating AREA OF REFUGE and the international symbol of accessibility . - - Sec . 1104 . 2 . 7 8 ) NOTE : Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge . - - Sec . 1104 . 1 . 2 , Exception 2 ROOFING REQUIREMENTS : 1 ) The roofing on this building is required to be Class B or better . - - Table 15 - A 2 ) See section 1504 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 . 904 . 2 . 2 Note : Openings shall have a minimum dimension of 30 inches . There must be at least 20 sq . ft . of opening in every 50 lineal feet of wall . When there is a floor level with an occupant load of 30 or more that is located 55 feet or more above the lowest level of fire departmet vehicle access , an automatic sprinkler system is required . - - Sec . 904 . 2 . 2 5 . Page # 12 Code review for : Project Id . : Northwoods 2000 Bldg . F Address : 600 Vail valley Dr An automatic sprinkler system is required in R1 occupancies 3 or more stories in height . - - Sec . 904 . 2 , 8 Residential or quick - response standard sprinklers shall be used in dwelling units and guest room portions of the building . STANDPIPE REQUIREMENTS : • class I and II or III standpipe is required . Table 9 - A • hose is required . - - Table 9 - A Hose is required for Class II standpipes only . Footnote # 5 FOOTNOTES : 1 ) The location is to be per Section . FIRE ALARM SYSTEM : An approved manual and automatic fire alarm system is required in this building . - - Sec . 310 . 10 The alarm system is to be as set forth in the Fire Code . WALL AND CEILING FINISH : 1 ) Wall and ceiling finish materials are required to comply with Sec . 804 . 1 and Table 8 - B . 2 ) Carpeting on the ceiling is required to have a Class I flame spread rating . - - Sec . 804 . 2 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 . 8 - 2 - - Sec . 805 4 ) Toilet room floors shall have a smooth , hard nonabsorbent surface that extends upward onto the walls at least 5 inches . - - Sec . 807 . 1 . 1 5 ) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth , hard nonabsorbent surface . - _ Sec . 807 . 1 -, 2 INSULATION NOTES : 1 ) All 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 is in contact with a wall or ceiling . - - Sec . 707 . 3 exc . 2 2 ) Foam plastic insulations are required to be protected . - - Sec . 2602 Page # 13 Code review for : Project Id . : Northwoods 2000 Bldg . F Address : 600 Vail Valley Dr ADDITIONAL REQUIREMENTS : For R1 occupancy 1 ) Provide a window or door to the exterior from every room used for sleeping . - - Sec . 310 . 4 . The 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 2 ) All habitable rooms require exterior glazed openings equal to 1 / 10 or more of the floor area . ( min 10 sq . ft . ) - - Sec . 1203 . 2 3 ) All habitable rooms require an operable exterior openings equal to 1 / 20 or more of the floor area . ( min 5 sq . ft . ) - - Sec . 1203 . 3 4 ) Apartments - Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 5 ) Hotel /Motel - Provide a smoke detector in the main room or each sleeping .room . - - Sec . 310 . 9 . 1 . 5 6 ) 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 Page # 14 Code review for : Project Id . : Northwoods 2000 Bldg . F Address : 600 Vail Valley Dr 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 egress 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 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 conditions : 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 . 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 stairway 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 . Town of Vail Comm . Dev . Dept . - Building Safety & Inspection Services 75 South Frontage Road Vail , CO 81657 ( 970 ) 479 - 2138 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : B99 - 0044 Date : April 15 , 1999 Project Name : Northwoods 2000 Bldg , B Address : 600 Vail valley Dr Contractor : R . A > Nelson Occupancy : R1 , B , S3 Architect : William Pierce Construction : III - 1hr Engineer : KRM Engineering Inc , Report By : Charlie Davis NOTE : The code items listed in this report are riot 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 program 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 Public way 132 . 0 Feet 107 . 0 Feet EAST Building 45 . 0 Feet 22 . 5 Feet SOUTH Building 40 . 0 Feet 20 . 0 Feet WEST Property line 44 . 0 Feet 44 . 0 Feet Allowable area increased 100 . % for open area on 4 sides . - Sec . 505 . 1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 4 Apartment or Condo R1 ok 7778 27000 0 . 29 ok TOTAL FOR FLOOR 7778 27000 0 . 29 ok 3 Apartment or Condo R1 ok 7778 27000 0 . 29 ok TOTAL FOR FLOOR 7778 27000 0 . 29 ok 2 Apartment or Condo R1 ok 7778 27000 0 . 29 ok TOTAL FOR FLOOR 7778 27000 0 . 29 ok 1 Apartment or Condo R1 ok 7778 27000 0 . 29 ok 1 Exercising Room B ok 1452 27000 0 . 05 ok TOTAL FOR FLOOR 9230 27000 0 . 34 ok BUILDING TOTAL 32564 54000 0 . 6 ok Sec . 504 and Table 5 - B Page # 2 Code review for : Project Id . : Address : The allowed area for the major use was used for minor accessory areas . NOTE : Accessory area cannot exceed the allowed area in Table 5 - B . . - Sec . 504 . 3 exc . 1 The actual height of this building is 63 . feet . ( Assumed ) The maximum height of the building is 65 . feet . - - Table 5 - B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 - A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 2 hour 0 hour None Non - Comb No B 2 hour 0 hour None Non - Comb No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 2 hour 1 hour None Non - Comb No B 2 hour 1 hour None Non - Comb No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 2 hour 1 hour None Non - Comb No B 2 hour 1. hour None Non - Comb No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection. Material Required R1 2 hour 0 hour None Non - Comb No B 2 hour 0 hour None Non - Comb No In two hour walls , fire - retardant - treated wood framing may be used within the assembly provided the exposed outer and inner faces are noncombustible . - - Sec . 503 . 4 . 3 None - - No fire protection requirements for openings . 3 / 4 hour Openings are to be protected with 3 / 4 hr fire assemblies . 500 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 . Page # 3 Code review for : Project Id . : Address : When openings in an exterior wall are above and within 5 feet laterally of an opening in the story below , such openings shall be separated by an approved flame barrier extending 30 inches beyond the exterior wall in the plane of the floor or by approved vertical flame barriers not less than 3 feet high measured vertically above the top of the lower opening . Flame barriers shall have a fire resistance of not less than three - fourths hour - Sec . 1704 . ( c ) 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 quest rooms from each other and from other areas . - - Sec . 708 . 3 . 1 . 1 . 2 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 . 708 . 3 . 1 . 2 . 1 OCCUPANCY SEPARATIONS Table 3 - B R1 - B 1hr Shops and offices less than 10 % of floor area need not be separated . - - Sec . 302 . 1 exc . 2 . 3 HEATING EQUIPMENT SEPARATION : FOR R1 OCCUPANCY : A 1 hr . occupancy separation is .required around rooms containing a boiler or central heating unit. serving more than one unit . - - Sec . 302 . 5 exc . 2 FOR B OCCUPANCY : A 1 hr , occupancy separation is required around rooms containing a boiler or central heating unit greater than 400 , 000 BTU input . - - Sec . 302 . 5 ADDITIONAL SEPARATIONS : A refrigeration machinery room shall be separated from the remainder of the building as required. for an H7 occupancy regardless of area . A horizontal. occupancy separation may be limited to the actual floor area of the machinery room . Structural supporting elements shall be protected for the type of construction only . - - Sec . 2802 A 4 hour separation is required from an R1 occupancy . - - Table 3 - B FOR R1 OCCUPANCY : A 1 hr , occupancy separation is required around common storage and laundry rooms . - - Sec . 310 . 2 . 2 A I hr . fire separation is required between dwelling units . - Sec . 310 . 2 . 2 Page # 4 Code review for : Project Id . : , Address : EXIT REQUIREMENTS : FL NAME NUMB MIN MIN PANIC HALLWAY / DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 4 Apartment or Condo 39 2 7 . 8 No N/A N/ R TOTAL 39 2 11 . 7 No N/A N/ R 3 Apartment or Condo 39 2_ 7 . 8 No N /A N/ R TOTAL 39 2 11 . 7 No Corridor N/ R 2 Apartment or Condo 39 2 7 . 8 No N/A N/ R TOTAL 39 2 11 , 7 No Corridor N/ R 1 Apartment or Condo 39 2 7 . 8 No N/A N / R 1 Exercising Room 29 1 5 . 8 No N/A N/ R TOTAL 68 2 13 . 6 No Corridor Out In areas where 2 exits are required , the minimum separation is 1 / 2 of the maximum diagonal of the area or floor . -- - Sec. . 1004 . 2 . 4 When 2 exits are required , exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit , except for dead ends not exceeding 20 feet in length . - - Sec . 1004 . 2 . 6 Exit signs are required from all areas where 2 or exits are required . - - Sec . 1. 003 . 2 . 8 . 2 , Exception 2 No point to be more than 100 feet from an exit sign . Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved . - - Sec . 1003 . 2 . 8 . 2 , Exception 1 Door swing is based on Sec . 1003 . 3 . 1 . 5 except as noted . Occupant load factor is based on Table 10 - A . Number of exits is based on Table 10 - A except as noted . Exit width is in inches and based on Sec . 1003 . 2 . 3 and Table 10 - B Exit width is to be divided approximately equally among exits . . - Sec . 1003 . 2 . 3 . 2 Width shown for all areas is based on other egress components . Width shown for 1st floor is based on other egress components . Width shown for other floors & basements is based on stairways . - - Table 10 - B For the minimum width of doors , see Sec . 1003 . 3 . 1 . 3 For the minimum width of hallways , see Sec . 1004 . 3 . 3 . 2 For the minimum width. of corridors , see Sec . 1004 . 3 , 4 . 2 For the minimum width of stairways , see Sec . 1003 . 3 . 3 . 2 Page # 5 Code review fore Project Id . : Address : FOOTNOTES : FLUSH AND SURFACE BOLTS : Manually operated edge - or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used . When automatic flush bolts are used , the door leaf having the automatic flush bolt shall not have a door knob or surface - mounted hardware . The unlatching of any leaf shall not require more than one operation , - - Sec . 1003 . 3 ° 1 . 8 LOCKS AND LATCHES : Regardless of the occupant load served , exit doors shall be openable from the inside without the use of a key or any special knowledge or effort . Sec , 1003 . 3 ° 1 ° 8 Page # 6 Code review for : Project Id . : Address : STAIR NOTES : Private stairs : Private stairways and stairs serving an occupant load less than 10 : 1 ) A private stairway must be at least 36 inches wide . - - Sec . 1003 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches . - - Sec . 1003 . 3 . 3 . 3 , Exception 1 3 ) Provide a handrail on one side of stairway 34 to 38 inches above the nosing if there is more than 3 risers . - - Sec . 1003 . 3 . 3 . 6 , Exceptions Public stairways : 1 ) The rise of steps shall not be less than 4 inches or greater than 7 inches . The minimum run is 11 inches . The maximum variation is 3 / 8 inch in a flight of stairs . - - Sec . 1003 . 3 . 3 . 3 2 ) The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater than 49 . - - Sec . 1003 . 3 . 3 . 2 Also see exit table above to see if minimum width is greater than 44 inches . 3 ) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing . May be on one side of stairways less than 44 inches wide . - - Sec . 1003 . 3 . 3 . 6 , Exception 1 4 ) Provide a guard rail where drop off is greater than 30 inches . - - Sec . 509 . 1 5 ) The minimum height is 42 inches . - - Sec . 509 . 2 6 ) Open guardrails shall. have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through . - - Sec . 509 . 3 The triangular opening formed at the riser , tread and guardrail may be 6 inches . 509 . 3 , Exception 2 7 ) The minimum headroom is 6 ft . - 8 inches . Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points . - - Sec . 1003 . 3 . 3 . 4 8 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr. , fire - resistive construction. . - - Sec . 1003 . 3 . 3 . 9 Page # 7 Code review for : Project Id . , Address : Stairways are required to be in exit enclosures . - - Sec . 1005 . 3 . 3 . 1 1 ) The walls of the enclosure are required to be 2 hr fire assemblies . - Sec . 1005 . 3 . 3 . 2 2 ) The openings into the exit enclosure are required to be 1 1 / 2 hour assemblies . Note : Openings into enclosure are limited to those necessary for egress normally occupied spaces . Doors shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector . - - Sec . 1005 . 3 . 3 . 5 3 ) A connection to the exterior is required with the same fire protection as the exit enclosure . - - Sec . 1005 . 3 . 3 . 3 4 ) The space under the stairs ( enclosed or not ) may not be used for any purpose . - - Sec . 1005 . 3 . 3 . 6 5 ) Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings four or more stories in height . - - Sec . 10033 . 3 . 13 6 ) At least one stairway is required to extend to the roof unless the roof slope is greater than 4 : 12 . - - Sec . 1003 . 3 . 3 . 11 ELEVATOR REQUIREMENTS : 1 ) When the elevator vertical travel is 25 feet or more , each associated elevator lobby or entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only . - - Sec . 3003 . 2 2 ) In building three or more stories in height , at least one elevator serving all floors shall accommodate a wheelchair . See the complete list of requirements in code book . - - Sec . 3003 . 4 . 1 3 ) In all structures four or more stories in height , at least one elevator shall be provided that can accommodate an ambulance - type stretcher 76 inches by 24 inches in the horizontal position . - - Sec . 3003 . 5 4 ) Shafts ( hoistways ) housing elevators extending through more than two floor levels shall be vented to the outside . The area of the vent shall not be less than 3 1 / 2 percent of the area of the elevator shaft , provided a minimum of 3 square feet per elevator is provided . Sec . 3004 . Vents shall be capable of manual operation only . Page # 8 Code review for : Project Id . : Address : LANDINGS AT DOORS : 1 ) A floor or landing shall be provided on each side of doors . When access for persons with disabilities is required . the floor or landing shall not be more than 1 / 2 inch lower than the threshold . When access is not required , the maximum is 1 inch . - - Sec . 1003 . 3 . 1 . 6 2 ) Landings shall have a width not less than the width of the stairway or width of the doorway , whichever is the greater . Where a landing serves an occupant load of 50 or more , doors in any position shall not reduce the landing dimension to less than one half it required width . The minimum length in the direction of exit travel. is 44 inches . - - Sec . 1003 . 3 . 117 TRAVEL DISTANCE : ( distance to an exit ) The maximum travel distance in this building is 200 feet . - - Sec . 1004 . 2 . 5 . 2 . 1 Travel distance shall not be limited within an exit enclosure or exit passageway . - - Sec . 1005 . 2 . 2, BUILDING ACCESSIBILITY : when there is more than 20 dwelling units , at least 2 percent , but not less than one unit shall be accessible . Sec . 1103 . 1 . 9 . 3 See Exceptions in code Page # 9 Code review for : Project Id . : Address : 1 ) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117 . 1 . At least 50 percent of all entrances shall be accessible . - - Sec . 1103 . 2 . 3 2 ) When more that one exit is required from any accessible space , each accessible portion of the space shall be served by not less than two accessible means of egress . - - Sec . 1104 . 1 . 1 3 ) When an exit stairway is part of an accessible means of egress , the stairway shall have a clear width of not less than 48 inches between the handrails . The stairway shall either incorporate an area of refuge within an enlarged story - level landing or shall be accessed from an area of refuge . - - Sec . 1104 . 1 . 2 The area of refuge shall have direct access to the stairway that serves it . - - Sec . 1104 . 2 . 1 4 ) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants , or portion thereof . - - Sec . 1104 . 2 . 3 5 ) If the area of refuge is not within the stairway , it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating . Smoke barriers shall extend to the roof or floor deck above . Doors shall be smoke and draft control assemblies with a .rating not less than 20 minutes . - - Sec . 1104 . 2 . 4 6 ) Two - way communications are required . - - Sec . 1104 . 2 . 5 7 ) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility . - - Sec . 1104 . 2 . 7 8 ) NOTE : Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge . - - Sec . 1104 . 1 . 2 , Exception 2 ROOFING REQUIREMENTS : 1 ) The roofing on this building is required to be Class B or better . - - Table 15 - A 2 ) See section 1504 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 . 904 . 2 . 2 Note : Openings shall, have a minimum dimension. of 30 .inches . There must be at least 20 sq . ft . of opening in every 50 lineal feet of wall , when there is a floor level with an occupant load of 30 or more that is located 55 feet or more above the lowest level of fire departmet vehicle access , an automatic sprinkler system is required . - - Sec . 904 . 2 . 2 5 . Page # 10 Code review for : Project Id . : Address : An automatic sprinkler system is required in R1 occupancies 3 or more stories in height . - - Sec . 904 . 2 . 8 Residential or quick - response standard sprinklers shall be used in dwelling units and guest room portions of the building . STANDPIPE REQUIREMENTS : • class I and II or III standpipe is required . - Table 9 -- A • hose is required . - - Table 9 - A Hose is required for Class II standpipes only . - Footnote # 5 FOOTNOTES : 1 ) The location is to be per Section FIRE ALARM SYSTEM : An approved manual and automatic fire alarm system is required in this building . - - Sec . 310 . 10 The alarm system is to be as set forth in the Fire Code . WALL AND CEILING FINISH : 1 ) Wall and ceiling finish materials are required to comply with Sec . 804 . 1 and Table 8 - B , 2 ) Carpeting on the ceiling is required to have a Class I flame spread rating . - - Sec . 804 . 2 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 . 8 - 2 - - Sec . 805 4 ) Toilet room floors shall have a smooth , hard nonabsorbent surface that extends upward onto the walls at least 5 inches . . - Sec . 807 . 1 . 1 5 ) Walls within 2 ' feet of the front and sides of urinals and water closets shall have a smooth , hard nonabsorbent surface . - - Sec . 807 . 1 . 2 INSULATION NOTES : 1 ) All 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 is in contact with a wall or ceiling . - - Sec . 707 . 3 exc . 2 2 ) Foam plastic insulations are required to be protected . - - Sec . 2602 Page # 11 Code review for : Project Id . : Address : ADDITIONAL REQUIREMENTS : For R1 occupancy 1 ) Provide a window or door to the exterior from every room used for sleeping . - - Sec . 310 . 4 . The 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 2 ) All habitable rooms require exterior glazed openings equal to 1 / 10 or more of the floor area . ( min 10 sq . ft . ) - - Sec . 1203 . 2 3 ) All habitable rooms require an operable exterior openings equal to 1 / 20 or more of the floor area . ( min 5 sq . ft . ) - - Sec . 1203 .. 3 4 ) Apartments - Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 5 ) Hotel /Motel - Provide a smoke detector_ in the main room or each sleeping room . - - Sec . 310 . 9 . 1 . 5 6 ) 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 For B occupancy Page # 12 Code review for : Project Id . : Address : ACCESSIBLE FACILITIES : NOTE : Except as noted , section numbers listed below are from CABO /ANSI A117 . 1 - 1992 WATER FOUNTAINS AND WATER COOLERS : At least 50 percent of drinking fountains , but not less than one , provided on every floor shall be accessible . - - UBC Sec . 1105 . 4 . 1 Accessible units must comply with the following : 1 ) Spout is to be within 36 inches of the floor . - - Sec . 4 . 15 . 2 . 1 2 ) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge . Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge . - - Sec . 4 . 15 . 2 . 2 3 ) Spouts shall provide a flow of water 4 inches height minimum . - - Sec . 4 . 15 . 2 . 3 4 ) Operable parts shall be located at or near the front edge of the unit and shall comply with 4 . 25 . 4 - - Sec . 4 . 15 . 3 5 ) A cantilevered unit is required to extend 17 inches minimum from the vertical, support . Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor . Sec . 4 . 15 . 4 . 1 6 ) Forward approach units shall comply with 4 . 2 . Units in alcoves shall comply with 4 . 2 . 4 . 4 . Units not having the necessary knee and toe clearance or clear space under them shall comply with 4 . 2 . 4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach . - - Sec . 4 . 15 . 4 . 2 TOILET FACILITIES : 1 ) A 60 inch diameter unobstructed turning space is required in the toilet room . - - Sec . 4 . 16 . 3 , 4 . 2 . 3 & Fig . B4 . 2 . 3 2 ) water closet shall be mounted adjacent to a side wall or partition . The distance from the side wall or partition to the centerline of the water closet shall be 18 in . Sec . 4 . 17 . 1. 3 ) When the accessible water closet is not in a stall : The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall . - - Sec . 4 . 17 . 2 & Fig . B4 . 17 . 2 4 ) When the accessible water closet is in a stall : The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets . - - Sec . 4 . 18 . 3 . 1 If the door swings into the stall , the required depth shall. be increased by 36 inches minimum . - - Sec . 4 , 18 . 3 . 2 & Fig . B4 . 18 . 3 . 1 5 ) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet . Sec . 4 . 24 . 2 . 2 & Figs . B4 . 17 . 31 B4 . 17 . 4 and B4 . 18 . 3 . 1 a ) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall . ( The minimum length of the bar is 42 in ) - - Sec . 4 . 17 . 4 . 1 & Figs . B4 . 17 . 3 and B4 . 18 . 3 . 1 b ) The rear bar shall be 24 in long minimum , centered on the water closet . Where space permits , the bar shall be 36 in long minimum , with the additional length. provided on the Page # 13 Code review for : Project Id . : Address : transfer side . - - Sec , 4 . 17 . 4 . 2 & Figs . B4 . 17 . 3 , B4 . 17 . 4 and B4 . 18 . 3 . 1 6 ) The top of the seat on the water closet is required to be 17 to 19 inches above the floor , - - Sec . 4 . 17 . 3 & Fig . B4 . 17 . 3 7 ) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor . - - Sec . 4 . 19 , 2 8 ) A clear area of 30 X 48 inches minimum is required in front of the urinal . Privacy shields shall not extend beyond the front edge of the urinal rim , unless they are 30 inches apart minimum . - - Sec . 4 . 19 , 3 9 ) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron . - - Sec , 4 , 20 , 2 , 1 & Fig . B4 . 20 . 3 . 1 10 ) It shall extend 17 inches minimum from the wall . The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor . The dip of the overflow shall be ignored when checking the clearances . - - Sec . 4 . 20 . 3 . 1 & Fig . B4 . 20 . 3 . 1 11 ) A clear floor space of 30 x 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory . - - Sec . 4 . 20 . 3 . 2 & Fig . B4 . 20 . 3 . 2 12 ) water supply and drain pipes- under lavatories shall be insulated or otherwise treated to protect against contact . - - Sec . 4 . 20 , 4 13 ) The bottom of mirror is required to be within 38 inches of the floor . - - Sec . 4 . 16 . 6 & Fig . B4 . 20 . 3 . 1 Page # 14 Code review for : Project Id . : Address : GLAZING REQUIREMEN'T' S All glazing in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2406 , 4 Locations : 1 ) Glazing in ingress and egress 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 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 conditions : 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 . 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 stairway 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 . i - / `� _-' _ '' r L , r , 5 ,` ♦ .,. ', 'f ' r n , - [ ;.,' a _ l° _' , , - !` ' _ 1 s ! '+' + r - ° + e - f _. y r f _4 7 - , + ' _ e , , • - * t .. - _ e T �IR�' , 55,RE\/IATIC73�SlT :VIGINfiTY - : -�, ,. _ IR,�YiNC� ' INDEX &ENERA1..- NOTES ISSUE RECORD " 1" - 40'-Q" • '�v" f ."� �� I I(55UANGE SUB PRO -OT F3REAKDOWN ' '' CONTRACTOR TO FIELD VERIFY ALL EXISTING DRB 3-3-aa APP A130VE FINI.,ID FLOOR LAM, LAMINATE y M• '„, AF.6 AG`OVE FIN�vev 6RA17>± LAV. .. LAVATORY '% ` SHEET # DESCRIPTION CONDITIONS AND ASSEMBLIES CONTRACTOR TO NOTIFY PRE-BID 3-10-aa AGOUS, AGOU57TGAL LIN L►N'Jd _ DRB P-BID 1 SID IGON5TR ; ADJ ADJJSTRI9LE LT. LId++T �:� ti I 3-3-aq 3-10-aq +3-i"1-qq 4-5-G�i I 2 J 1 -4 1 5 + 'cJ ARCHITECT IF PROPOSED A55EMBLiE5 ARE NOT BID 3-1'1-49 s , P+NGH. ANCHOR LT WT LJ6HTYdEt6HT ' -� ' APPK2C1x APPRdXIhIATELY LT L16HIVLE 4 \`� 1 COMPATIBLE WITH EXISTING . A H. APF1W=GTURA_ MO MANHOLE dPFJJIN6 '' .y' ARC:.HITEGTURAL -° - --- _- - � F - - - -^ _ t _ __ _ _ - _ -- - CONTRACTOR TO NOTIFY ARGHI I EGT OF ANY CONSTRUCTION 4-5-qQ RC ` r J ATTEt4 ' ATTENUArtON MACH MACHINE III DISCREPANCIES OR UNFOR5EEN CONDITIONS ONCE - "' AWN A"AIN(S MAX n \� �P`\' ' �_ � i X000 - COVER SHEET __ DISCOVERED, PRICR TQ COMMENCING WORK RELATED �- `� I I ' - , - Far RJ"t. > �'• - � « „ow' - s ,/'^ r� ` � � r I .�i. � ,vv I eTu$ b 0 ' � .'As a7 ` � ! _ elm eurlr>tNy MIL METAL _ w�•� `."�I X001 PROJECTS LOCATION 517E PLAN I I I '� '� I i °� TD THAT AREA a" i•�c5R MA AGTURFJR -- . „'-'`"�_' ':'' ° ` ) � ! � I I � QLR +301LlrFt MIN M11iSMilM _ 6M. $EAM M1"{ MiGfLOINAVE -. _ F" / \ - - - - - - - - - Tv. ,1J TOPOGRAPHIC SiTE SURVEY ` �� CONTRACTOR TO VERIFY AND CODRDlN°ATE WORK WITH bOT BOTTOM - _ - GS. GArGH,13A3+N ' Ni,G fdC?T IN CONTRACT - � �,�_ ..-- '' _ . - O•'- � �` � __� GI/ + ALL APPLICABLE ZONING AND BUILDING CODE _ ►�G°r NECESSARY _ - - /� V _ X101 POOL AND BLDG B SITE PLAN " REC�UiREMENTS G 6 CORNER fslJAJZL7 GrI CONTROL JOINT 'l - GMU• GONGRG'TE MA5ORRY VNIT NOM 1�MINAI:, ..-"-�"'r _ r - - t , __ _ __ ____ ,> > -� - '� - ! \ ; _ DIOI POOL AND BLDG t:3 SITE DEMOLITION � t CONTRACTOR TO COORDINATE DEMOLITION WORK WITH 1i OUT o G bN GErJ7t�2 }'`^'- _ 1 f , xa ! LIMITS i GOT ClefkA iG TILE ' OD GUiSIDE DIAMETER GA6 af1f.''iNET OPC7, OPEMNS ( / °, I DEMOLTITION` NEW WORK TO DETERMINE EXACT LI1 ITS Off" cEM r GEMS PT PAINT ( °°�; D102 I F ELEVATOR 517E DEMOLITION GE32 CERAMIC PARTN. PARTITION 1 GL6 GEILI", , PH. F14014a a �' CONTRACTOR TO PATCH AND REPAIR ALL EXISTING ' ' Gt.os �LOSEr FLATE 7i, D103 SPA / ENTRY DEMOLITION _ o - GLi2 GLF,4RANGB PL A5 PLA..TER !i j1 '--' - - - - - �. c Gat. Gc ' ` _ } SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK r g � �� J POOL AND BLDG. B LANDSCAPE (NIG)/ f FLr+v_ PLYY400P LIOI �,�, I : _ ' GoN CONCRETE "� CONTRACTOR 15 RESPONSIBLE FOR HAZARDOUS ' Goer. CONTiNIJCVS FORD, PCJRGELAIN, �+ �' - ,%� � _ _ __ PAVING PLAN _ _ _ _ i GOt7R1JG1 lON Q T QUARRY TILE 'r "" '%'s; C� / MATERIAL INSPECTION, TESTING, AND ABATEMENT 1F CPT R� ROOF RAtN i =': , ' -L102 F ELEVATOR LANDSGAPE(NIC)/PAVING PLA 1 i r - - ay{ >71s1IwASHER R.O R.OUCH OFi:NINb _ {� I r REQUIRED �' A201 ENTRY AND SPA FLOOR PLAN '� „ I I r D8L DOUBLE. RAD, RADItF3 _ ___ OCT. nErA1L _ FR= E ' != { - _ -, _ _ _ r _ _ - --- . --_ _ '"_ _°" tr - CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS v1A J�lArr rzEC �� { TO REMAIN OR TO BE SALVAGED D1A DIAOOrlAL REF, EzEt16[RATOR / r �/f A202 NEW OFFICE FLOOR / ROOF PLANS _ N Dim. DIMENSION REINt° REINF-ORGED DN DOWN rzr✓a>7 ' REQUIRED X203 f F ELEVATOR LONER PLAN / ROOF FLAN SEE SFEGS FOR �=iRE RESISTIVE PROTECTION i I I t7R vRA1N Res RE51arAUr { - j L j >,' r' Ic t ! C *w I I _ - _ ! _ REQUIREMENTS FOR NEW AND EXI5TINO 5TRUGT'JRC _' _ pNk5 •, DRAV'�N6 " REh1L. RJ^SILIENt _ 1 . ` -� '• ,' 4l � � �i' - _'. - _ - - _ - _ - _ - _ _ _ __. __ ., f - -- - - � 1 VO-115M VUMPSTFJZ RET RETAiNING6 u� t I z F ►ANS1o1r JOINT JE 1Zv1s10N _ 4 ,� ' V X204 I F ELEVATOR UPPER FLAN I 3 y EA EACH ` EL ELEVATION s S 9TAlNLE3 STEEL `'J • \ ( • 1 _ _ ILL ELECT' E-EC-MICAL iY SH=T VINYL X205 NEW ENTRY J GYM ROOF PLANS C -J� of i r - EN& ENSiNEM sc+CZ SGH�._DULE r� - EQ° EQUAL 5EGT° 5EGTiON ° ECUP E4W1PMENr A3-D l POOL NALL ELEVATIONS - - - - , - ` - -�x� EXIST 5HLv9 SHELVE"), ~LU f EXP E,<PAN510N 51M SIMILAR X302 RETAINING WALL ELEVATION -' I " �, ' 1 ROJ GT I NI�C�R�AT°I ON EXT EXTERIOR G QfGlt JGATION { -- - - s - 1 W ' N DRAIN yo scrAl i\ - �f ( �,\` { x.343 , BLDG B SOUTH ELEVATION - i `, t C t/� 1 FIN FINISH STANDARD "�'rmw m -- � +' \ \ s; o v { ' I - r MR, FLOOR' STnD STEEL w;`r `' ! �'' \ -- - - - - -- - - - - { _,.. - - - - -- - - I I I OWNER Fief FLO Ri: w yam, 5TWJGTIJRAL �• + =- � � . , A3O4 BLDG B WcST ELEVATION I � _ � C �„ �f� NORTHWOODS CONDOMINIUM ASSOCIATION � J n T _. ~ - r fir ` �\ \ { r r r�` 'f,'�q,. t f, '? I1 �, x. , FLUOR FLIJORESGErJT _ su3Ft=rlccv i I PRESIDENT ARTURD BRILLEMBDURta 0 FfizE2 FREEZER T TREAD _ __ 1 - �� I \ \ __ I M {f -� Ca \ ' f _ I 3tr FRM FRAME TO T0rV_OAR � o�x®.��o®�aeA � � � FT Fool TI TOP'AND t30TTdM' \ �° _ 6 . i " ,\ \ '' A505 1 BLDG. B EAST ELEVATION �¢ I "� '� I , iI >n I STREET ADDRESS -t s _ J ► ..: i FT6 FOOTJN6 - `-' " _ 716 TONGUE ArJi?GROOVE +� I ' _ f5( GALVANIZED IRON T O G TOR OF CONCRETE _ '---^— o- - -__ - _ \ , 1` - 1 ,y bFP_ 6X5 FIR-I!FLAG: TEL TEt.EONE f �` - �-� X346 + F ELEVATOR ELEVATIONS + _ ! `� 600 VAIL VALLEY DRIVE J 0 �A. ' ,, , '\ _ _ _ 4 i j 1 VAIL, COLORADO 8165 a ' 6ALV 6At VANIZED TP Ff TdiLEt PAPGFt NOLt?8R 1 ��` TH 454 ► _ae T� rte- � �, �` , 1 _1 � � ��,• X30"1 1 F ELEVATOR ELEVATIONS ( ,� � � � ,��m C �'�� I ' - &E N 6ENZRAL T.O TOP OF r �� -- - �- ` � t` I I � - l s ARCHITECT � U 6L ULA55 T.OV,. T"IOF VAIL, j�' I 1 } CiRT, GRG'lFF rd hl TOP OFrw.l ��_ F -� -r,* ✓ ,,, \ � \ A3Ob F ELEVATOR ELEVATIONS I '+' i I i I FRITZLiNFN FIERCE SMITH GYP GYPF1 TV TEtEVI510N - 1?� i OF - _ ; 6$ 6T}'SUh1 t:OARD TYP TYPICAL +, s r i I 14N_ •"eTx , „'# F• ^air `6 ao HB HOSM15 U O N UNLESS OTHERWISE'NOT1:D _ _ "_ � I I 1656 EAST VAIL VA>'~LEY DRIVE I" HM HoLLO.^1 METAL vGp vlTTZiFIED CLAY Yip _ - _ � U r; {{ A30a F ELEVATOR ELEVATIONS-- - - - -I ; a + '' `" --� -- - I (t I VAIL, COLORADO 51657 C.Z > " r HDRLI HAND RAIL. - V G T. VINYL COMP051TION TiLE Y -'R- __ - V _ �e�_- ► HCAD r_v TIDAL - - _ CJ:3 { CONTRACTOR H ' ? HDViD J{A.RDVOOD yt ) vER _ _ y T - _: _ A401 NEW BLDG B ENTRY SECTION �.� I ,, ., -- 1 - ` +4ORU.H 4GftIZdNTAL 'A YJG _ MATT CLC}5ET ti "" - _ �, f . _ _ - - - - - I �} ILL ) W-,RJ r ry,F NUDE �� _ ' - _ - - °�1 -r � _ 1 I I R°A NELSON 0 ASSOCIATES 0 HT ItLA _.� - _ _ - FFfR. HEATER rJ,P, ViATEIZPA001' - __ - - ,_ r - - - - - I - - AO BOX LOR ` ��,, �^—�- A402 NEW OFFICE BUILDING SECTION i "' i 1N INCH WVA.F. WELDED WIRE rASRIG - - _ _ _ - _ • \ � �"� AVON, COLORADO,81620 INSULATION YtATE R-RE5, WATER RES 5TANT \ I " ITl`.�1L. � i INT INT1: OR Y'JD A�Oa - _ - ( ! I 1r ELEVATOR SECTIONS I � I i � �; 5TRl�GTURA�E�I�.lEEf2 � rvo WtTT+OUT B ` INV INVERT 1 -Jt3. ' ..uNC17dN Sox - , 1 � , `�=� R � ; .� KRM CONSULTANTS tl- w 1 T A404 F ELEVATOR SECTIONS i - i PO BOX 45-12 Jr .ON DOOR SGHEDU1�� 1` j ` EMERALD ACRES OFFICE 51-DG 4 FI TERIAL FRAME 1 TRIM HDWR TYPE ISHEET REMARKS - A405 ! F ELEVATOR SECTIONS i i 1 ` 1 " 101 EAGLE RD 2ND FLOOR F DRAM NCB GC��(VENT`IONl!� - - - - OMiT� - _ _- - I - - - - - - - -- VAIL, GO Sibb OMIT K {.. _ I T _ - - _ -_ - - - - - - - __ A501 l ENLARGED SPA PLAN - TILE LAYOUT { _ _ I I " l I 1 i - ,� - - - - i -i - CORING AN, ALUM �-}M. H M. G F A�Ot CLOSER, EXTERIOR THficESHOLD - ' DETAIL I7E516r1ATt�, 105 POOR DESl6NATOQ ', _ _ _��_ _ _ i--� -- __ w _____ _ _ I. 1 __� _ __ __ __ _ _ _ _-- I _ _ _--- _--_ _ _ _ _ _- _ _ _ _ -- I MEGHANIGAL`ENGINEER I 'VD G B X601 INTERIOR ELEVATIONS = r I RARER 1:NGiN '✓ �F 3 O �c 6 S Y`40GD p1 WD A20I - -- I _ { '� '�' _ _ - - PO BOX "IbO 9F41TlM4ERL•9130YN 5 3'0" x 6`8" WOOD 1 WD. I WD. D D A2O1 - - - - ELEVATIONS } ! I �� q NINOOW VCSIGNATOR µ'-,- _ ,--„ _ _ - AVON, CO 81 b20 t _ T Ab02 f INTERIOR t h r 2 4 x b ,WOOD i WD. WD --D - D y,�_A201 - - -- - - - -- - - --- - - - - - - I 1 845-'CIO - 3 8ti10 urJ "� 2'4" x 618„ - -- WOOD !ND WD G f X201 - - - - - - - - I - - - j ( j - j ,a 3 I ` _ ! i I CIVIL ENGINEER/SURVEYOR HLDS. SECTION DGat6NATDR S OMiT _ _ - _ _ - - - _ -- _.. _ 60 ` - - - - -- - i - - DOOR d WINDOW ELEVATIONS - - - ,� 5:cnor+Ltrtt7c , „~ -; - I 1 x _ 9 3 O X b S_ WOOD M WD G A A2OI CLOSER _ _ __ r I I 4 4 I awl` ' I PEAK LAND CONSULTANTS ,astol *► .+ 4FI=1GE M - - --- - j E 1 Af�G( DETAILS " a { I ' t 1000 LION..RIDGE LOOP 3B tot RdcM ruMeeR ID 3'O" x 6'S" 4 20-mire. SOLID GORE H M, I WD. I B A A2D1 CLOSER, ONE SIDE TD MATCH CORRIDOR ! x 1 J - _ • it 3'O" x 6'8" W00D WD ! WD. G A X201 CLOSER { I I 4 1 VAIL, GD SIbS� i �® IOO-a - IGATOR ' " '' T " - - f( C E - A201 CLOSER EXTERIOR THRESHOLD, SIDELIGHT ADO2 J DETAILS I J `- J r-_LEGTRIGAL ENGINEE LEVEL iNV r�nsEV AREA. 12 3 4 x '1 d - AN. ALUM Y ( H M � H M - __ _ _____ _ _ _ __ _ _ _ --- - I I —_ oP DRAI IN6 M i3 3'O" x 6'8"- 1^IOOri 1 WD WD. S j -B A2O1 - - - , - - - - _ . _ - - - - - - -t I fin I r K" - r� 1�-d 2. J -- - -- - 4 - { I I LAVENTURE ENGINEERING HG101 i HANDICAP AGGESSIBLE DETAILS I I z 1 ' k PO E30X la42Q LIAM F ,< _ _ _ - - - 1 - - SPOr ELEVATioN i4 OM11 T I AVON, GO b1620 I E� l APDENGUM I 15 2'4' X 6'8° _ ,T WOOD WD � WD. - � D - - � __D _ X201 - -- - - -- - � - - - - - - � � +_ = �,-',� I �f , ,� _ I - - , 1 to An r P/Ge OP t+� T � 16 3'D" X"fa'S"- _ - ^-Y WOOD WD WD. I D f D j X201 __ - - - - STRUCTURAL b45-a4o� . az ctrcrae.lre - - vxxrwlwa, crw -Ia 3' - WOOD - A Ag-o I VIN224510H C.10WENT10N 1 x 6 O" x b'8" .i NO r1> WD- WD C G B A201 141 Blot' x -7,41` - - WOOD JWD WD. T 15 B A202 - W2 SYSTEM NOTE`.DESIGNATOR t:EY PLiAN tC-°IGNATOft 5-2 I t G „ 20�EXIST. - - - WOOD WD WD. l - - A202I EXiST. DOORS RELOCATED 21 3'O" x -1;0"- 20 min. SOLID - WOOD 2021-- 22 OMIT - "23 3'O" x -f'4" WOOD WD WD. A X 204 f- -4 1 I I I {I REVISIONS A2041 ±HARDNARE T*(FC S 24 - A. LEVER HANCL.E, PHONE LINE INTERCOM SYSTEM'iNTE&OZATED WITH REMOTE UNLOCKING N I N D O ,� SC H E D U L 5Y5TEM,'PANIC HARDWARE ON INSIDE. . NU i PE, TRIM I SHEET'_REMARKS B. COMBINATION LOCKING HARDWARE LEVER` - - --_I-= - `J"`- - - W/KEY OVERRIDE A AN. ALUM. -HM - A HM_ i A202 B AN, ALUM. HM. B _WD A20I - } i G. LEVER HANDLE, NO LOGKSET G AN. ALUM x HM. -- - G_ - WD. - A20I VQ -,D _W_006' WOOD D 1^iD A20:2 I - D. LEVER HANDLE W/LOGKING BOLT ON"INSIDE E { WOOD - - y"�OD E WD A202 - -- - - - r F WOOD I W WOOD F D. A202 s G' OMIT s 1 H__ -1 AN. ALUM. M. -rH - ND _ J A:20 # -- ",, -I- AN. ALUM. HM. I y WD 1 A201 r - _ - - - -- _ - - - - - - - - - -; -- F� I; J WOOD WOOD J WD. A2O2 fi- - - - - - - - FRITZLE11 a r K OMIT e L WOOD - — WOOD I - E R C E S M I T NOTF : SEE X605 FOR K NE�)O],,N AND 1�)C»R TY FES 1' APPROVED _ Community Developmeht ` Department Building Safety&Inspection 4 i w } TOWN PAIL Services ja Section 106 a.3,vnifortn BnDdh�g code,vandib et Pamr>l:'r1{e issnaaoa s APR �- 7 1999 shall granting c a construed or approval of for, r sped8catioaa and oom violation o 4 ��Oft �r ' - shall not be construed to be a permit for.or ea apptova)of,say violation of - my of the provisions of this code prof any odwordbance of the mis"a L c i Permits presuming to give anthxity to violate or c ancei the provisions of this a� code or other ordinances of the jurisdiction shaD not be valid. - not prevent the building official from thereafter requiring the correction of }�. H 1 T T Mx issuance of a permit based on plans,specifications and other data shah errors in said lens s ors and other or from building a i / =f M P pe data, preventing g S i i if s operations hero on ereunder when to violation of this code or of Yngi( ,.=T - (WNIVall,soy otherordanagn oftlusj sdiction. '� 5n ['ast Vafey tar, FaBridDs+ G1 . c CO 81657 f�colorado.net ° ti z; INITIALS° DATE; ��= w u ' fax(970) 476-4301 (S7t}) 476-6342 e Ask Adalk , Et T t a 4 - _ tt I ' 4 - y , t t , 4 , t n , _ I ' , - r i ' r + ' ' n ' f ` . , , , I ' - - _ 1 . IN, I^ t _ r y r Y , >� , t ' , Y } _ r • t , , - [ ,. ., - e ' <4 L A ♦ ' I '. w r x - 1 . . ,_ 4 •' " `V � a ' ` ' a , ' n _ rN _ A 0 i. ` ^ I 1 _ I , ' s n r - 1 It N i I r O v v ,. 1 e ` .. e. t ` • , - '' _ I i ' / , - i - _ •. , F`/ I - #r. " . , " - I � r e rl + ( / i " " i "t „ s a " r �, • a .- ' ` v fv .. " r „ r ( , - .. h (� ♦ f ` . _ ` - ` i - r . t ♦ _ - 1 ,I ,I ., • n. x , , . t ' ' ` f ' v n , `1 ' , ' ^ l5 -' ' ' ` 1 _ a_ s ° t a ' 4a _ - L ° ` < r ! 41 rt w I _ I ' - . ` - 1 , ' .J .. - .` , ° ' - ° v ` ., o - ' i r ^ , _ i - " II _ ` _ X v , " _ 4 4 S a '' ^ „ ' _ ////` ` J , �ir/� (��r>\�j� NOTES n IV d' _ >a .. ' +r 1-' 1 , +y r'r s .ws ` + _t � e j T . " r ' h •. P , > .. " a t , . n ., fj , ^ n r J - y t �I1 • L ,V.�, - /// , I 1 ISS[1E . FtECORD IV 'L IN A f CONTRACTOR TO FIELD VERIFY ALL EXISTING DRB 5-5—RQ k NI I- 11 " _ , CONDITIONS AND ASSEMBLIES. CONTRACTOR TO NOTIFY 'IN ARCHITECT IF PROPOSED ASSEMBLIES ARE NOT PRE—BID 3- 10_q� / f , 31a < > ` ' ' • o - "/ ` a ` x ^ ' v ' /,' - v ' Y - F e ' r - } - . . r h k x, , COMPATIBLE WITH EX1571NC7 BiD 3- I '1—Wq NNI CONSTRUCTION 4-5—aQ ' " ,F x ' _ - , - f } . ` ' ' I, * s - ' 1 'C L r xX X x ,C n t X ` - - CONTRACTOR TO NOTIFY ARCHITECT OF ANY �t 1' - ^ A` I . I . I ( �- , II "' f r �' - " b :. `" � . " - • < - ' ' c `r < f tt- ` `r ,t �,.f ` x '� x, r' y`< Y . Y Y" h " � - - ' DISCREPANCIES OR UNFOR5EEN CONDITIONS ONCE ^1. I,_ NN _ , �` e . - c by x x .� , DISCOVERED, PRIOR TO COMMENCING WORK RELATED I t 1 , , , I , , , ' . ` , \ • " K .1k _ ,� \ ' Y Y \ y <k ' x , - t, r I ., \ , TO THAT AREA. ° I x , I t;• _ [ . ' -IN, . . < 7 ,( i ' • ' ^ , _ > _ .. __ ` v < x �('f��",(}[ 'K= '�,• ; ,5af` Y Key' r ( < [ ` 't • !," , v° , - ' r ' y�'f`" i C C t x� r �( ' .>`� ^� t ,r�, I `,�'��\� ,C (,'iv X'�, t NVN , , _ ' ' 4 ,t ' ` , ° + I, , ; ` , .. <+I / �• ^- , . ,_' - - I ' t , 'S�ic'Sr > ' { iY 1C,�� " i' Y' i, k � ,['<"v` J xyYY(CC?"•X �,v / `>\ (- , - ` , I ' \\ `� - CONTRACTOR TO "VERIFY AND COORDINATE YiORK Y41TH , ` I i _ ( r. .- - I' \ - Y �/Y Y ti k x ? <'X ^ � + y \ t� k >It nv . .y e ,I \ ' ' '{ . ' ' - ' t n y" a , .^. r , ' ^ K['rx} rf (Y < \ ( x` ,I<< ' t 4Yr ' h �`, (�(,`v\r , " , �("' ,<+C '��.(yt{� ^rC�, ( 'j�("�"`� .; - + ,. - - /f , {, >. _ I ALL APPLICABLE ZONING AND Bl�1LDING GODS ' v s J - r - . - F _ 1 - ' M1 v Y ,r r Y-, r. L _ ' Y ( 1 r t Jxn l 1 L ' �> ( (r ' � •lx X ' . x V ,c. >cn J�t r rile lt�( Y * • `} eF �,:'Y 1� * r _ SY V C REQUIREMENTS. " v , < S`Z`/t� cr< It Y _ !t ..�r,,, „r ( , X r , r r - �. ' _ , 7 " . - _ - , Q` . ! k x C' ti' -<4X>`f Y 'lc't X< , Cii, 1 " I I" K �C s r' .IN I IN t` I - > x - \ { ? � x> , t j (x �r < ' yk % ,. t.,, CONTRACTOR TO COORDINATE DEMOLITION WORK WITH V. s , " , I , ` I I K ` f I . I _ Y « x ( / x !< r x / X ` _ : u , `x`, ; > 'd << . NEW WORK TO DETERMINE EXACT LIMITS OF „II ', . , _ ' ' ' . r , v - ;y'k` \ rY` / ��k �` x X`�' �< z DEMOLTITiON_ - I " - _ ✓ ` ,, ( I` r I ~ - ,` J - x - . . .,�K ^ ,C`>l;� ' 3G x '{ a, Kv`( x /, xxX \5(�`R Y'Sl `v (` k /` K! / _ _ / _ " ( ?� 5 r x ( r Y, - .' - - x r �- / / ` z I ,yt � " x 4 �` v;r r� x < � . nom > �� ," � ` - `� Ix CONTRACTOR TO PATCH AND REPAIR ALL EXISTING ,c �{ ,( r + t1 ac n r f 1"` r ,L ' "\�'`, 'V x )Xr x f _ " < Xs�c,�, �;C "x !1x T • ' 'i. ,t ' - _ " ; 4 1 , yI/ le , - , _ I } XW Y x c X }' , Fk� *� N , f%r g y } SU FACES TO REMAi ADJACENT TO DEMOLITION WORK. r , .( , . .f_ r , -`,.,• -,' ! ' � - ` . , �Y'\r `.CY' `Xc � , ' v >, -P, x y,'`''( 'r x ,L` • y , '� N A ' I i` ,/ -I r' • - - a � r `° {�NY I I IN � � �� 'X r CONTRACTOR 15 RESPONSIBLE FOR HAZARDOUS-4 I , . ,f' „ '` ' - �: " , I , y " '` ` ' . ` . "f " -' ^ ' ', _ " . > x% ` N, ��xY� I MATERIAL INSPECTION, TE5TING, AND ABATEMENT IF ` . ` Y - S , , ' t ✓ . . •r . ,' a ' .,'z ' r I^ r ( } , . .(" « sY V :. y ' N ( x < t X't x " Y G✓xx\th ! - ` ;C r�,\ l`v X <Vj� ` a t" !%/r „ ` I - x Y err - e . '` + ` ' _ < f , , > _ n ✓ < .v C kvti, � ,� , / YYti � � �5, � a REQUIRED .' . , '. a, 'n , ♦ - -_ I ' f , " 4 , , _ _' ; n " ` r ` Y e _ j` I - ' - r ' Y �\ x> 'i 'S j( \/SJC'!T 'Yy <x' x �' r x� x,k ` I y, `0N. ti > " - (� o CONTRACTOR TO COORDINATE WfTH GWNER ANY !TENS _ r - - , , - t_ IP i - `>.6 < _ . s ._„__-.-�,-• - .V _ _ 2 , r r ' - - _ , Y 1(4x .� (I I( P ry;',(ixC (' ��(''`'y C'�` ' (, X� � , ,� < x n', _ ',; , - I ` `� .. I TO REMAIN OR TO BE SALVAGED. , , , }".-..^` '-, - '*' _ <^ ..-_ ' - { > , Y C }t�`�<X >• ?Y`r)(.'` <<✓y;C > Ni r`N, f ' >y��,Y 'kX> ' >. � 'k x . '/4, �' t y " r '\ r v a. }ldgmmffi� -` I . _' _, _ ,.i { . `'\X\ � n �`n;� { rz �x< �xxr, x' Y x3�,�XX�! �; , ( ', a '" ' . 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THE `EAGLE ' COUNTY" COLORADO, CLERK AND RECORDERS RE!CPRDS SAiD di k* -- ` RIM EL seta ,•VAZ VN , I ' , ' ° `' . , - , , . ` PARTt OF TRACT B BEING MORE PARTICULARLY DESCRIBED wAS, FOLLOWS: : ` , , *". y" - ON GER TF� S - , r - - I , r . o J f , , , , J W ,. . ` - , ) _ _ ., � F - ^ ItVV EL 820? 5 11� ,, _ y ° > ' �BEG1NfJINO A TH MO ' T' WESTERLY CORNER -OF SAID „ ; �_ ' ' ' _ tRACT '° B; " THENCE"-5` 79"2005 2 FEET ALONG G �; ' iNQICAT 5 ` i / BID 41`1TIT-980 °�: .�.! 18' G M P, RUCtfoN 4-5-9ci ( 1 V 25i.o I / 1 E S VYEST E t 44 . 17 ' F N ,;r At E A ` DECIDUOUS TREI; \\ ll , THE SOUTHERLY BOUNDARY, OP SAID ' TRACT B TO 'THE TRUE, POINT OP" BFGINNING; THENCE THE FOLLOWING - TWO ,. :,41 :° ` I ' r �8213 "J� I �/'Ar, I 4 _ y O 1 /� k COURSES ' AL13NG ' SAiD "SOUTHERLY BOUNDARY- (i } .S 79'20'05" .' E 135. 11 '- FEET; (2) N 89' 42'37 " `E 515.00 FEET- ` + _ `�� THENCE N 02' # 2 '40 " W, 342.21, FEET THENCE ' N 81 'SD55" E 57. 11; FEAT; THENCE N , i 4' 51 '38" E 49. 15 FEET; BUILDING OUTLINES AS SHOWN HEREON ARE FOR GENERAL LOCATION ' PURPOSES >:'a- �j f I- ;, 8213 2' �-�k . ' V _ , _ THENCE 75; 28 FEET 'ALONG` A CURVE TO THE LEFT WITH `A CEMRAL �ANGLE OF 38'30'42°�` A RADIUS OF 112 00 FEET RPOSES ONLY dil I -I AND , A CHORD WHICH : SEARS N 04 ,23'43't W '73.87 FEET, THENCE - NI. 23"3904 W 22.07 FEET :T,O A ` POINT ON THE MORE DETAILED INFORMATION SHOULD BE OBTAINED PRIOR TO DESIGN OR ' CONSTRUCTION I „ � OF FEATURES UPON OR ADJOINING STRUCTURES �� slcN ;a X ` r " � • r - _ SOUTHERt.Y : RIGHT�OF-WAY LINE OF VAiL VALLEY DRIVE;' THENCE S 5520'56" , W , 24000' FEET ALONG SAID SOUTHERLY v^J� o r ^ {an �� '` ' , , ' - i ` �A �� C^i�� .v 11 M.n'�`` e "� ,_ „ 02 , 4 6' 1 -1 ii W . _ RiGH =OF �WAY UNE; 'THENCE CONT1NUjNG ° ALONG SAiD SOUTHERLY R1GHT�OF-WAY LINE 261 .$2 FEET ALONG A CURVE 1O ' _ Q 82 , 2 s' ,, �• 8215 0 I _ _ ~ , r `f . , . THt= RIGHT IN A • CENTRAL ANGLE OF7 28 31 10 , , A RADIUS OF' 525,00 - FEET, AND A-' CHORD WHICH BEARS S 80'36 '31 " W - - ,.,_r.i " UTILITY LOCATIONS ' SHOWN HEREON WERE FIELD LOCATED BY THEIR M ' .00' It �`t.l;'r�� = ' � y"6I", 7' ; If' „ � � � ; X258 6.. 'FEET `THENCE DEPARTING SAID SOUTHERLY RIGHT,-OF--IWAY UNE S 06'20'56 , W 1 '60.89 FEET' THENCE N 87'30'35" W ' RESPECTIVE COMPANIES PEAK LAND SURVEYING INC. ASSUMES NO ' , r . �� "�� ar J v I \ ',° 1 54, 16 FEET; THENCE S ` 70'36'.13" ° W 41750 FEET; THENCE ' N 82'25'03" 'W ,B0. }0 FEET, THENCE N";34'51 ' 15" W 33. 67 FEET; RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN , OR ,' I -" 38 30 2 I.IN ` (THENCE 5` O1 197 W 19145 FEET TO ' THE TRUE T?OINT' OF BEGINNING CONTAINING 216,558 50UARE ' FEET OR 4:972 ACRES, FOR ADDITIONAL UTiLiT{ES' NOT SHOWN, ALL UTILiTY LOCATIONS SHOULD 82122' ? °° ' ` GnTV .� ` � • =A." ` i ° " MORE tOR `LESS. " ` I it 7 _ `, , , r _ ," , - $E HELD VERIFIED PRIOR TO CONSTRUCTION. �� Etsc MH ' ;^ ' ":` " ' ` x��:%D'' .� = .r'� ~ t 1 R = 1 12 . 00 11 I Ire° t ,, .," 4 — at t L = 75 . 28 , • ' (PERK FINAL AND FOURTH St1pPLE{v1ENTAL ` GONDOMINIUM MAP OF NORTHWOOOS CONDOMINjUMS, BUILDINGS F # AND F2 , PHONE PED It , III %�. I' t"' .a ' b€E : I'" T ' \ 8215 2' r RECORD DOCI MENTS UTILIZED 1N PREPARATION OF THi5 SURVEY WERE PROVIDEDmw7. "_ � r '"' i { _ ( '' , ." r ` I RECORDED ° DECEMBER 1 1979 , IN BOOK 295 AT PAGEa . 902, CLERK , AND RECORDER 'S . OFFICIr, EEAGLE COUNTY, COLORADO . ,Vw, F r4 ' ' - - ,+ C- 64° 111 ` ARE k s t f LC 7 3 . 8 7 y _ ) 8Y LAND TITLE GUARANTEE CO ORDER No V25955$-2, DATED OCTOBER 17 , 1997. �� 62120 t O �" WATER HYORANr , , I ,i f .�' /~_I \ ' � ' " � ' - ° ' ` I 1 ' , LL �n ,, � CB = S 04" 23 " 43 " E III. r - , , SEWER MANHOLE - ' - NOTICE - RIM Et - = 8211 7' � ' ; 6,,�M1; r �' , r ) O ! VALVE - APPROX LOCATION ' ; 8215 8 { ACCORDING TC COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION It �I !�� 0 It i , _ ° ; . I , - �.� I �t `^� \ HOLY CRS LEC 11 f : , ' ,`^ ' ' ' , ' - 'i - ` j " ' ` - �' - ' ° BASED UPON 4NY DEFECT IN THIS SURVEY , WITHIN THREE E Y - + , . ' t ,a �y I,; � ,,. '�-If t,.\ O so '' - � „" 11 , ASSOC o ENT i I Of - E EARS AFTER ° _ : » � ' t '°"� •/ \"y/ r �� O " 8223 4' , (BOOK 285, PAGE 253} Y I t _ YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION -* 2 1 (� . • .,r, ',ii`• ,s . + Ls 1 1n ` Y rx � , BASED UPON 4NY DEFECT 1N THIS SURVEY BE COMMENCED MORE THAN �, t ` ` �1:AN - , 'J ' `, rrr. 'f " 3 I ° - TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. R - 525 . 00 , ' yt%f 0110' = 1 ' .tK� `- �52161 1 t . ' . ' 3 2 �2 , 1 4' �y:,sa _ < 1 .i. , 1 r i" ,. - _ " = 2 1 EDGE OF PAVEMENT I ' , i . 'r . =' �9�4Ir 1 1 1 I I, P • r ' WATER s ° I F 1 1 t ° , `,. „ . LC = 258 63 Imo ' "^r. r " , VALVES °' AtI ) K �F<<I�`� 82166' LOT A , BLOCK 2 AI If If ' 8210 e^'I.- ' i 1 I a Q ' ' , " . y _ " — CB = N 80 ° 36 31 E ,, - J 1 4 *r „ ♦ ' _ S ER ` MANHOLE -- , t ..,_ . r _ _ .•� ' i . t� - - I :y `- 1�ASPHAI T 1 1 , d- RIM EL, = 82087' �„ 82, 00 . , r^' ` : . g * '- �” 1 i 40 1 • 4 �, ROCK LINED DITCH 82094' — _", � 'y'� `- "!" ' " , e , will 1c; ,µ ' �?�• � , :k5�.." _t,It, a .r ` , ' _ r t ♦ , . .tit , ,,..,. ' , " ...i•- ^. ' -� "�•r t, •" J°T-'' e 0 I I : r'� �`' I `t _ E " x } ^ I t;` ` ;`" , 82t6 9 - _ ^ ._ 8208 1 ' - - - � r " - ` ' I - 5 r r +°.r t ♦.,�, _ �, .3- »r Earl t•a, y{M✓ n _ _ �/✓ ` `� / ., r4 r 1� I I'{,e ' , . n , 4 _ r , '' ' . ' r _ < PHONE `1, • ri' .�.,�,i �. " — ... .. -- ± rn"C %r,',, ilj"�'I IAJa5'�jPtS�^T 1: I � III t •' ` '" ° w - y •" * ♦ ! : r 8207 8' GRATE Y I , y J ' STORM 8206 8 w. ~ a o-' as/ f : . PEQ 1 l;° . w,• r ;,N NE A 'III� , , , ' - • • - , < - . _ r • d , ,. \ -^- - _ _....,. '718^r ~ Y : `.:'1,,., ri+r.e, :t"t,r ., . R �„� �°'?` Y r �' -- ELEC &- A. ./"✓✓ _. V _ r attj_ ";,�r 5 ,;t., rL, 380 fr y , '.; , MH � �i ;t. �^ fx r BURIED W }J 9 �j � � ♦ - ` - �°► H 1 / „ — - I'yIl � °Ir. r r �. N404 � « V. i « ,'� , y3 • y � ~ r, .4 l • N �� ' I it V to I Y , r ��.,.rr "" ". . ... °,,,� �. ti'f . - , '"a*' ` PED '1 ..� kl;. ' x«« GARAGE SLAB , / 8217 4'ard w _ _ r ^^�. ` I BURIED ELEC _./ °T° / ,' " :;xt Nr _, mu a' �• r �, .�+�_.' � " ^ J, - 2 , 4 2' - _ r° 217 1 ' �° >• • ` t ' . - - , < t - _ . UNE ``/ e' 's, ,/,_StgTt'�._ �, ., '" , ::'k:, ,. Ii' � � ,.° Etq ' !i> a ' 1 r xFt.R '- I• 'Gt=• „ ,, r (BELOW) 4 I �8 �� .---- '� 'g000t - I ` ^ " , - r ` , , ♦ 1 a-.{521D fl' I ..... ♦! 'w% fte . 'i% ,•ir .r....r_ r. falak'�'. IS+�N`°M � w• ` ,j 4 y .. $�' EE MANHOLE ryr�. + ,�..� . ,�'t '_i _ ! � ! W , L� , 48 �,_,..,,. _.--.'� ^�"!_ W,ti T t ;` i^;I ' / f ` / JA 8217 4,. r LLi fir I,., , ,r - , - ' s _ ' ♦ ' s ' , - »' 1 - .,l1821y � Sr .. 'SI-`'rt_ I }xlrl / It�„� a y N. ,,1`° ✓r . -.�AN, 18.02' y & ,: 5 k E t . RIM EL �2 , 1 0' t / '" . . _-- r> :` '` ° - ' ` t - r ACCESS EASEMENT t 8210 6 5 ' }, ,� ' t _fr f r . . , _ ` _ • I :' r 2, 52' KONG CC!III 44 I 11` �- ^. SCALE . 1 » ( � � ` ' , I 0 ELEC VAULT ,� F. + , � `� > Ur CO 14 ` _-I ,� 0 'O (BURIED) , ' f , - ✓ E � DRIVE r It 8213 0 I ` ", 8224 2' ` KEY " ;, co , ' : k DATE 0 � ' TOF? OGRAI� HY :' n '1 © ' ` _ " J E , , a2loflgr WALLY 7,.,1 ,_: PAD ,�'-`—�'` 52 , 7.3 y adommINA ,f r ., t - - 5� � 9� 8 . - �I. r!tN ,. ,,f ,t _ . fur, M 1 • r ° ` ''`� H2 , 79� J G POST —0 q _ ♦ .. , � `tc Y ` r If 1_d is H .} n '�° �E'iHER- UANHOLE r - °ice.Nil ELEC. T 8211 7' ,800' 1 ' KEY PAO� � ��. a A, = 8212 8' .. P � ` {s 5 )' - 1 /� ( � I 1,I<` y _ \ � CS LAB ' f [ r g\- CA$ ` r" , r , ' , 2 , 8 6 it y. ° . . - " ,� SEWER MANHOLE �' ti - m (FLOWLNE) / ` I APPROX LOCATION 1N l ME"ER EL 8223 6' I . ;a / } (�' --„ ,. .,, p*;; ^ RIM r ' , , x?r .,s':. 4,`M„ _ HOLY GROSS ELEC• r � ' 3 INV a r � `LIt, ;,fin rn - Y�x<�„ r: ,.„;! �t � t r, .' , EL 82150 Ti”, s .k, _ N f �.�it . I .J I GARAGE SLAB d R (BOOOK 2E�S PAGET 253) 44 y' Eiw Y VIII 1 :.- If”, . // / w I Ad I j r I r T - ELEV 8212 2' (D , $222 5' t ,,,..+ ". , 1 c / w 3: x i (BELOW) l ' Y � �� . { f .11 8219 ' f /f 1=31 59'05• (t I. e,W i , t _ } 8223 8' , Ik I , , R=99 23 -, , ` , . . PINOS DEL NORTE n , ., I �'% 8223 0' WATER VALVE (TYP ) 'I 11` I l` ' �/ L=55 2 ' Q t l ? a 1r / '� .. „ - - '' } I - - ! ` _ I i PAVER WALKWAY ?y'13' ,f J ,, ; A . / � LC=54 68' ° - CC u -' < j ` I ' , L , i IN ` i', i is Pip CB=S 30 51 '11 W Fw . '' . ; - ' I , , , CONDOMINIUMS I > ' � .tT , 220 4' / '� v ' - r . ' . ' ` „ - ' ` - " , , , I , 1 - _ I � , sue, to ` ' - , 1 � k (FLOWIJNE / ,I LL Ai P ' ` ' ' s ra , u ' < } - ' 'I�j I I I f, ir I i cc I V r• - ' rc t - _ ' " , - ' ', I : I - t !'1 ' I l / _ ' - Y BUILDING OUTLINE E ---� I ' . '8221 0' 8220 5',(/ _ a It,It )^ ` « - a ' , TYP a L I (FLOWUNE) f'^ c ` J " ` " I �� ,� r�" i' t _ I /y 1 `� r eV w 1 , ' r _ , - ` , ,, " - VENT a l # * i I •', / _ ., 1 a i , . .I d( r .I t -; ^ : , ( _ � ,, . I L L . ' � � BOOK EASEMENT 3 PAGE 809 EMENT IV ' I - µ "' 8221 3`I - N, s q � r.e . _ J T ' ' f ' - - - r , .,.. 823369 itP<i,< r' r �' ' r ' _ ,I III ) ) # 1 L i t_ I t ' r ' b / �o L ,` " , , _ t _ I _ " .. _ r .1 .. - L i L-t_ t" t,. I.. 1 I , 8224 4 222 2'' 0 ,,/4, ' 'It . . < . ,, _^ � ! ,- SEWER MANHOLE �'<• � f_l g?.3tOL 1 _L 1_t_L L_i ' : �FLOWUNE) /,a ' f I NZ . :r " - , A 1 �, RIM EL = 8233. 1 ' ,,-, 11 I .i, -I_ L. I_ I—L b rte, it / �� y #11 �t It r 1 III w N. .. L_t_ _ L- L I f i_t . t. -' _ \ 822 , 8A ,,, N' DITCH o ' ^ OUTLINE OF BU,LOING ,'" �F tk '' _ t_ i_ _ I '" L L3 M ' �,"f; r;A / ROCK LINED o 11 " � ., , r ( - , _ -` !rl_, E* i I CURB A _t l In _ t _l» t» Ens" ( n ^ 1 - . I- . . y 1 � r - I - / / A `` 7~ I, 4 1_ , ` <Li- ` • � . L ` {� I { ._ CUTTER / - 1 A .IN I 1, I i `., I, • y' L4 I �. r / r • ';t ,-A•+-•' , ... ^ e, ,,,t...` : \ "I _ t. ,- . 1 4 POOL `"„tv.� I L I i I FENCE (TYP ) � 8222 9' /XX.'I ° - r '4- I i - GROUP 0 . : ✓ / �° �►+ "� sL rI I '. ,r3 k _ f L t_ � t t t_ 1_ I_ t _ - - (FLOWLINE) /�tt " ' 1 , r ♦ - GROUP OF � -.- .r'ar •" w, i } r ,t r L L _ L, ` "�^h. . t_.. t-_ L"1 . I_ /� I\? I 4 . r GREEN r , EVERGREETt �� ♦ ', , f, I _ , . I I, L r t i L 1:Z . ' �� s or -4t 4 I � ' , � i i _ TREES _ . " �:t*.- „ ,�" A - 7RE�S l s CAN PE - r� ^4 , _ ` `-�-�� , I 1 I , _ Vo � � •, id J r- BOULDER (iYP ) , - I,fol ' , , 1 � .� Lk- IN. e! -I y L L L- L i _! L _ L i_ f � ' 8223 f ' A _ r �j it I A, t TtlA OF ` L`PE11S ` / 824fl d L ._, L to L. t, ,» 8233 6' . r , n f~ , • , I - - - L " ~r �.^- r - / � ` 1 I_ I_I t_ L I_ I l_ I rw !> ,rye` �e f I 4I , , _ .. .� ,t 'j j _ *Tfz °t� i $ K �, 1 3' 224 3' R K" / 1 -,Q, �`� �) F 4+ C 044 E 1 � ' `` . t LT , ? 'w : « •+-r a � L L q? , z EtI_ I ;i 8226 Y (FL(NUNE) �;, L12 _i © i r .. t ..•», rr Ill.. - I _ ... I r . d • ' " !,". ^ , 'T� A ',yr.'w�i . f.."�F t r i ' If t, r .r► »-.r--n 3,--� t �...--•- + . , , a . ' — u a . ..I t '� � ,r �, ' f• � , . . . t ' '' '"' ''' It..'�',A!n'n.;..y.�„�„"'�y,,,,,, �' 1: ♦ 8226 9' 4 ..I�' `t ,„ v .. c . '. r . , -r0 w�..� _ �, _ w._ - �»- - � � _ � � _ ` - �., r,,, l .. w; �, 82258' / - ..- +4Ift I ,i' ;'i _ ip r, ` t I PART OF TRACE B i r. = - _ _ m PART 4 lJ l l i ' _ w - »�w _ b r;_ 8724 3 ,., `. - T Tl '" s ' ' I, ' TRACT , 1 , ".1 - t� '4 N - _ . . w _ •'^NIN,VV t', r' - i FiR a,' .,.. - "l, "CL°r `IA,Jii, 8226 6' t if - �r y r, - its,"V If i * �` A a . w -` 1 - 'ice - r, �`+t r„ _ - _." ` tom:,. /' Ill 11 y E HYDRAt`1T , '¢^ t ,E , J`/ / �',F�, ,j� -..,y � t 1 VNI f _ , < , - t - , , . , ( `) « i II a V. ,.. . ' '� ..w' """ � tea.. . r _-_�" _ - - -' ` .-,. `.,� _ , .'r ^^^�,,.,,._ +:9,= ?' r 'ltr RET WALL :' J .'r , i ° ' ' ' ' . 9I I , , _ , f ...J,. H.;tt- 1 " ' 1 ' " 4.-, 0. .. .000 10? , ,V t .. , '`` .,� _ '"�' I '+ „} v1' itt . �� , " S•" I ''` (TYP ) ✓„' � . , ? �� . 1 , # , x"It tr ' , s v , >`r - , f1 . .v+..rv. �`„ ` ` ' � � `` 1 'f 11 - r,,.. . ., ' rir "" `" . >* • At - 4 1 _ . . I ¢.t• f' .r ' 1 ° •.4''' ,: y $a r 'r i+"° ,. } , _,fiz"r $ 1 yy gg ', : 317 F "t 3` z Ia,;, oA' Ify° :I 2�5 /6'�4,f� T BURIEA ELEC 11 kls " . ] , 's , - I r < , t`�' 4f ..° " \ ' -.. .+^ -+... . - . - _, x k�d`� ' ..,.•,,t t_-,;}IM43�'L ". `\ y"?tK cA� , ' r�'. , LIGHT POST (TYP,) 1_ ,".}" tqs LINE , r ,,. , BOUNDARY LINE T f f { f ` ';+r.> «' ` '`` . " t _ 224 9 • , 8225 9' Y:ry ? ABLE J`t ,, _ r t--..-,. _ �.• ;t. BURIED 82456' t ,, , ,rA'' - a s' F r^ 1 , _ w _,r. z _ sue` WATER I .L + y � ♦ 8227 9' 8227.2' �� " t' _ ( y I, I' WATER MANHOLE - .` ' , ) ' - _ _ "` Lt _ r - _ , - / _�, 1 N LINE BEARING (~ �D ^ _ , 1 , I LIRE _ SuRI cATV � - - w - _ _ _ 1V G DISTAN � E pRC ANN° ` �� . 1 P » ` L t ` GARAGE SLAB 0 ' ` f 8228 6 $229 2 - - - - - .. t I i _ - + " . . _ _ " .'~ L I, �. ._1 Y EL♦=8230 3' ` LINE � ` ` y's' 8 8 , - 8230 2' aye, t . a%' r . `'r ' , I , , • ' " 0' f ' 1 , 8255 LI _ i I .L WALKWAY (BELOW) -. +8229 8' CAN PED 82380 4' o. �� 8022 , ;' , L 1 S 3 4° 51 ` 15 " E ' A V, ` - ' t� HN , 33 67 4 ` . y + ^ , i ; 1 y , » ,t ` . I t^ , ..NS•^*,3d \ ,,I4J II It dr ` ' 1 IV �, ,d I er • toI � ,,w. \ �- � h4Y4 ' 2' 25 ' 03 " E 80 . 00 '%1 , r1 _ _ _ C. I- i . l ,. " , \% \ i . ,, I \ `82295' L _ � � � '1 1 L2 S 8"VVIWOVVWVVWVVVVWWVV vL 1 '"'- ° "I GARAGE SLAB r. _ rNw�:� , ;'�,t _ EL =8229 2' It - e., 1 , I t �' 9 � � t . , - • 1 _ -_ ' _i L L L ..I ' _ _ r \\` �,`F T_ + �\\-'_ _ _ _ 82 , ' _ 8230.2' ' '� 8 } (. , ., ASPHALT . fl , L DRIVE/PARKING L N 70° 36 ' 13 ' ' i' h I., 52se s' _ L' t_ '_ L t I _ _ 1 L i L I_ � I� 't ,A ` BELOW i 87' 30 ' 35 ' E 54 , 1 6 ' tf) w - - k 1 +8246 0' • > r I °,' ' (BELOW) t v — ` , / AREA E C. REVISIONS ' ' A , ` . ' 'P i n r ` . , ' ti it I - . Q� � 8247 0' \ r , \\ / \ rte ' 1 I ti + ' " '``' -_ _ b, 824o s \ \ i If ✓ 82308' T � sz3t z L5 S 23` 39 ' 04 " E 22 07 ' 4-2-q I, , , - " r . ,0 4 i , ^ . _ w�3 - \ \ \ 8231 2' l °' S 14' �, Q t 9J Art- _ r , z t - , , a �_v 9•hI \ \ t' ,I. L6 51 38 VV 40 15 ' , " , Y• f , , ' ` y",fti: \t \\ � A, \ \ 1 L7 S 81 ° 50 ' 55 " W 57 1 1 'It , 5-, , K 9 ` I ' , , _ \ , !� - : t, ` .. 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RTl" !1"11 +®'+"�` *w IN ,a„ ' } ` ' ` , AS01 ^ F , _ EPHS '"' " " "°' • I° `_-7 == , L WITH RED SANDSTONE ,/SNEER TO Al 0 A, .,� PI ', - ` _ ` 1 8240 4 t 1 � - °e� — ----{f� 4 PVG 5L MATCH EXISTING ON ONE SIDE, 3 " RED SANDSTONE GAP I _ 'f 'm, HEIGHT A5 IN t , - - — _ .� .•,_ --F _ ,,� \, GN TOP, DILATED ON PLAN, . .. ` N I r - , _ r _ ,' , A , G G 5TAIR5 . . t — _ — — _ — _ — - � — _ — -1 _ � ` \� 11f Al ,N 11 — 2 a � W4' - 6 " FRAMING STUDS WITH FULL BATT INSULATION WITH IL` " 4 ^2 15`-1 " - i , ^ ` O� �°` �% 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH t `' I , A, _ - I , . - .y a I5 -I 15 -1 15'-7" ! / /� 1�`\\j IN ' - 4" PVG SLEEVES � , STONE VENEER TO MATCH EXISTING WITH PAINTED GYP. It A I _ _ _ ; _ ' ' . I ' _ 2�2' ± , � t 4 PVG SLEEVES - �� 3 , 11 �II e,► BO. ON INTERIOR, `'� W2 P _ _ 5244 � �� % � , >�y ' '/AVI A to - ' `` . 5 a I T AIL c� '. ♦ ° - _ - - - - - - It k ` I -� I�t nY' I W5 Al 1 -, t . A20 ~ � - __ ._ _ _ _- _ ,� 8 CONCRETE RETAINING WALL �' ' "� - _ - - - �.1 ` &m / ) , CCr� (NEW OII5TING) _ 'w - --' - - _ - ` ° ` - - ___ t rr , t III 4 / WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD �a +� - �� f :� . 1,\ �' r STU N15 EXPOSED SURF Vo` a _ . ` - , ,. W . '`a , � 'j ,,,w c f'w _rt .� �� v z IN « '''T,� '�" /// GGO FI H ON EX AGES O AN , TIE N �, f c , - � - �° DASHED _ INS INDICATES �`�� ' ,I �O °� ��N� ® EW DRAINAGE 1� r tee► h, 1•, ` `s: 1 �` �� LIMITS OF 5N _ : ` �\M , r t ' t �' @ ` )-At" ," ` AN r a - _ OWMELTING LINE INTO EXISTING - ,t, 1 -' " �, * �► - .�. + � ' W6 5" CONCRETE RETAINING WAL (NEW OR EXISTING) � 'Ne ;,`, at t ° ` > - `' � ' DRAIN IN GARAGE ✓,�% `�, ' „ � /it 32 '-O " . ` '�. � WITH 60 MIL MEMBRANE WITH RIGID DRAIN BD WI H F li! / _ _ AGE , - " - , . 1 : , a , « . r , , r I .., �! y�, Vol,/ - V. f I �',� STUCCO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE VA ` I Y Y � i A - ` ' n �,y � I. P2 I \� , e° GAP ON TOP, HEIGHT INDICATED ON PLANS. E of I , ' . .. _ , . ° r ° _ , ' - [ - _ , t At �a~' " S� / "NA k L I- I A - I It - 0 1 1 A 15u i� I ' i,� NSW ,�" "P " �y „�. 6 FRAMING STUDS WITH FULL BATT INSULATION WITH 1 A Y - � `� ,e+ STUCCO FINISH NI HON OUT5IDEOWITH�DNTED GYPNG WITH /� �c�All c AN' < _ �p �, r+m all GONG INTERIOR. ON D A A. A 3 ' ♦ :, ° a r d I . 4e ` . , - 0000 CURB F At"Al 1 ` t ' ' 4,r "°� ' �g"(1 � P3 LUSH Wa - 2 HOUR FIRE RESISTIVE FROA EGTION REQUIRED - 1 - , ' , N , t' ° � , r A I r to �'` F.�` : INTERIOR PARTITION, MODIFY EXISTING CONSTRUCTION AS - A I `. - ' I ° , a _ , - r Ic �. �' ., I - REQUIRED z3Y CODE c); , ` a. , , , , r N7� .< �,. .. - .r ..♦ FLOORS REVISIONS or 3 -r - - _ � IV I - ` I ` , � I. , - l , A . , - r' ` V - - ' F1 - 3/4" PLYWOOD ON 5TRUGTURAL FLOG , ' ` ( 9)11 nr F _ � r - . ` ' - . I " J:) f f, - I ) 4 v I I Vir I , I I, i ) to Atoll \ 4-2-9 , R FRAMING III 11 11 it V r �� h - j y/f I GHANEL5 ATTACHED PAINTED BFLLOORIFRAMING RESILIENT 4 9 1 a n ' , + ' ., - + ` F2 - CONCRETE SLAB ON GRADE, TROWEL FINISH, MAY I ' ' ' 'r ^ ' _ ' ° , 1, 1 , ` ' _ r ] ' �' r ' I • e RECEIVE ADDITIONAL FINISH SURFACE ` a '' r Y , ` _ , , r - , t a t AN N ;� _ ,' „ t ' , " I - EXTERIOR ROOFS AVAVV RI — CEDAR SHAKES TO MATCH EXISTING ON 5/5 " ; PLYWOOD WITH 60 MIL ADHEARED MEMBRANE A � - t : , , + ' , i r _ LL OVER i " ._, _ _ If (FLASHING AND COUNTER FLASHING REQUIRED AT ALL ; M , - . . ° a 1 � , i w , _ .. �, . , , , a r ' ° a - _PI A 4 .° . `" ♦ SURFACE CHANGES, MM. WIDTH AT VALLEYS TO BE 4 `-O ") ' A _ i _ _ R2 - 2x REDWOOD DECKING TO MATCH EXISTING ON " 41 REMpVEABE PALLETS WITH 60 MIL MEMBRAi�IE ROOFING SLOPED TO DRAIN ON ROOF STRUCTURE WIH PAINTED r GYP BD ON III RESILIENT GHANEL9 ATTACHED UNDER ., R00t= FRAMING - FRITZLEN I Ill G1 - x 7, AN r e r . ` , IV -Ill I if. 16 OZ. 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I, , _ , ,J " - 7 i - • ' y " t .. ,^ _ C 't ' I , • 4 ` � ! - , . , INII A 'r ; Y r1 , . ° , I _ -� •I I r, .e t , - 4 ' J r I I , t < A - .+ r - ♦ , 1 = `t ' , t _ o I - _ , , ° - _ . - , ^ , - ♦ I b N � NOTES ISSUE RECORD ` I I - r - ' _ _ ' - l rIi . ` ai f :( ' ' " I I I , , tf, i ., • .I k I iu , s r G 4 " ,. 4Y , t M • ` , g _ , f , " - _ r r , ' 4 ` ' a I I . _ I I . ^ ? . A +. I , ' ' ems . •� I '<^ j q% I I , 4 A r n r I 1 - f" T, _ - I I J I . n , ^ ' AI ' - y•• , , r! i r r , F s , 5 ` t - I , ' ° ` _ , a c ` , 1 - , I r r • ,,, , , ' e I r ' I If f - _ n • _ ' _ I l ir_ ° CONTRACTOR TO FIELD VERIFY ALL EXISTING JV r - • I; ^ ., " m . J I, . - . - , . I , ° - - DRB 3-3-aa If ��-I .r ^ '^,� p � 1 <a ly'IV ` ' n ' , r s , e I • _JV 1 .. , ,I -e c Y s i - - , l •_ - t r , - .. .. _ ' , _ r _ ' . , ,II° _J II , ,, _1 r I ^ ^ +_ r. , I w I I , _ + x . . a ,, w _ , t , CONDITIONS AND ASSEMBLIES. CONTRACTOR TO NOTIFY V0 . `_ 'P r , 1 I` Y '♦ , F . u' ' P`m` n'' ev I J ' y r } _ ' '- a , , . , ;. I , :, " - PRC-BID 1 ©-ta III 111 I ,. l✓I w '; , 1 -4i s ' y ARCHITECT IF PROP05EO A55EMBLIE5 ARE NOT + IN, ",e ' x 4 .,i1 n, y' -0e , I ,J I ., , I , r ,J _ ` _ - - < ` I -� ' n ,� , ^ .. r . _ ra `+.` , v • , 'F . " fr _ r _ ` + , BI � ✓" 1 l �aa COMPATIBLE WITH EXISTING. Ir I ` s Gt�NS fRUGT14N 4-5-aa t, . 1 :. . T; ` u ` ,. ' ; , ; v I. ; ; , r _ - 1 I ; , CONTRACTOR TO NOTIFY ARCHITECT OF ANY • - g ♦ , t r ✓ - ` 5 a r J i, ` b Y , II K u a ^.Y • ^ ' 4 P , • r , • r l r u _ .. . ^ u, At $ , ^ r " ` ; DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE G t - Iry ,t Y , T ff i t K , Y r fI , , e t V ' - J` K ) , � I , . . a _ I I , i4 " _ ` ` - F - I DISCOVERED, PRIOR TO COMMENCING WORK RELATED, - $- 7 ," I' " , , Ja If I r z r - I- T I • III. _ j _ . ^ _ r. , .. TO THAT" , AREA. , .III p , v J . Y _ i ..f I ` S 5 t r I t , 1 y it r ; I � I. i ^ ' a ( ' I • \ v ` • a _ ._If �t i f, ' s `i -^' , Y F n r-I , ad r , r - ' . L. / v 't ° . ' i I , a S ., I "I + ^ i' r { 2 . 1 ' , a , ~ } . ! J , v Fr I & I Iy „ > w CONTRACTOR TO VERIFY AND COORDINATE YVORK W( Tf}4i I - ALL APPLICABLE ZONE G N AND BUILDING GODS x REQUIREMENTS. li a e - I ° - _ • I ♦ , a -I ♦ o , ,I n °' 1 / Y ! - w , a - • v _ • r _ _ _ a > r _ , - n if N- PI I ' . , ' ` i ' A I , . ' I _ "r . ' " , a , ,• I ^ , , " _ , F 4i f, V , .k yam! ta . - J I• V ,. , , _ • 4 • n • r*,a} '-qtr r ' ° ' ' r If . V - y i � j Y, I. , • , . - • _ I I I , r , . _ I _ r I , - { I, ' ` A I vP r , " .i , , ,, r,< Y.,Y =52A _ ` - v 1 ,. I ' " n • I - r _ i • r \ , , _ r _. i _ I , • "If CONTRACTOR TO C<OORDlNATB DEMOLITION WORK 1T ' I W H ' �' ya rr"`" •' f r t ` u ,i II _ ♦ - I nL u a - r I Y ' I , I , r ` . i v I ♦ y ru ' ' r I f '. _ v - v ° p ' ` _ ' - _ r ' - ", , ' a . v ', I I' , " NEW WORK TO DETERMINE EXACT LIMITS OF , DEMOLTITiON. I ; ' I I CONTRACTOR TO PATCH AND REPAIR ALL EXISTING I r It ' ' ` � I � ' Y I II ° �. _ ' " IV „ , � . "I - , , I I$ _ . I I . � I I , SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK, � _ - t ' - . - ( I t if ' e,,` _ • � , CONTRACTOR 15 RESPGNSiBLE FOR HAZARDOUS , a r = I MATERIAL INSPECTION, TESTING, AND ABATEMENT IF 41 REQUIRED. �� , i � a ° ` � Jt' , , I + r •� - : - . Y I. ,n . t 1 L • rI1 - � ` ` ' - ' ' ae 11 I ._ t II' , i ' I J ' I t , , r ,if I • - . .. I • " - t - CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS V _ ` - ' " - t + ,. ^ , , - ' v ( 5I It ^ I - - a r r .�...I�.r�rwr..1 r ` - " ` " _ 3 , _ I ^ i f TO REMAIN OR TO BE SALVAGED: t II0 A w if i M •' „ } , -, a ..- n , , , ' , I, J . I < A , ' - , f t SEE SPECS FOR , FIRE RESISTIVE PROTECTION I r` ' ' -I r . ,_ w ' , , ' I ^ - - - I ` " I { _ - I 1 t RE FOR NEW AND EXISTING STRUCTURE r I, I I t It I Y , Y<I t f - I , . V , IV I _ ! 1 ° v (D ' ��0��y 'IT I 4 ,;, rr It r ,' ' 4 Y= I _ f If ' . ; . I ^ ; : _ . s ; - s, l' ` J I , SYSTEM NOTES ' C ) �. -5 e . ae a r , I , I , a - e I i . �< , I - , \ EXTERIOR PAVEMENTS F- 11k` „ r I ' • I - t I 'I \ Pi — BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON Z -IV 51 ^ ' TRANSPLANT TREE W I I BY LANDSCAPE , 4" GRAVEL ON COMPACTED BASE , ADD SNOW MELT -- "r ' ` ; ` < , , , EXISTING TREES L 11 t_ - GOuTRAGTDR TUBES WHERE INDICATED ON PLAN, 5OLDIER COURSE AT W ° I I ; - I <a TO REMAIN . ` I —SPRUCE \ �,. PAVER EDGE WITH PLASTIC PAVING EDGE RESTRAINT � to I - - t I ; .. L i \ I SYSTEM. �t I I - V - C) " y , ° r , ' T F � J ' , 2 � • . _ ^ - 1 y , IN - r ` „ r +. iv • .. , I r r r < . ry v , ' mod ' 1, , qy Afr 1` , • v _ %'� P2 BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND < 0 ' I , 1 . " , ' _ _ . '' m n 5 , I r1 % tA :\"a. .• ..I . ,,I . I r' IV WITH SNOW MELT TUBES ON ON 4 " GONG' SLAB J REMOVE \ GDMPAGTED BASE, SOLDIER COURSE AT PAVER EDGE -' 'Z IV- 4rI t REMOVE EXl5TIN6' FENCE " '4 ��'�`� r EXl5TIN6 WITH PLASTIC PA`✓lN6 EDGE RESTRAINT SYSTEM. �r ', 'I _ 1 , - , . , I BRICK PAVERS _ 1 ♦ ^ i O III I J Ii I I I co J mi ' , t . \ - . " I I „ ^ I _ P3 — EXISTING PAVEMENT T O REMAIN, PATCH AS Q O% - , - �- --. NECCESARY DUE TO DEMOLITION AND NEW - � ` ? V - . IV A . ' 'w I - ' I ' REMOVE I - \ I CON X � 1, 0 . t r • r„ a x ' r r I e I EXl5TIN6 STRUGTION. �mitimi I f . V 4I 4 ; ` - ,t ' I I , r It I - BRICK PAVERS n I ` I I . EXTERIOR WALLS: � V j ' - :` _ ' `e . - - I ' - REMOVE EXl5TIN6. _ , _ ' , , A ( Wl - b " FRAMING STUDS WiTH FULL BATT fN5ULA7fON WITH QI , r , , - I , I i , r I _ I ' ' - SIDEWALK I r I TRANS-PLANT ITREES b MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH - " " WOOD SIDING TO MATGH _EXISTING (STAIR() WITH PAINTED `r' ; -'� ,' • . ' r V t', _ _ :_ I I ' ; r . " BY LANDSCAPE `"� ( 1 I I EXl5TIN6 COPING I _ , I ` I, - } - GYP. BD AT INTERIOR Ii'I tr G . - ,' I vY , , Ir I , - f , - ^ a _ „ , t I - , - CONTRACTOR t AROUND 'POOL TO REMAIN - _ I , I ' .4=ASPEN I -SPRUCE _ ` r / W2 - 8" WALL WITH RED SANDSTONE VENEER TO MATCH 1-` r5 . - • I I r f ' .� , , � .. "_. _ �,. If , I, REMOVE ' _ i K' ' ` y I "° "---* I EXl5TIN6 ALL EXPOSED 51 DE5, 5 " RED SANDSTONE GAP y tv^ I - I F ' 'rf I, i ' ) �' , I 1 If .-.n,, � . ti . � a t AI I , r . ; L r - REMAINING I REMOVE EE ON TOP WITH METAL RAILINGS MOUNTED ON GAP AS z , , e I _ ! _ , _ , _" REMO EXIST. ( A5PEN 'IIV _. I� t4I ` i . , I �^.�� - , _ t � A ; , i � RE'tRININ6 LS ES I I ..� INDICATED ON PLAN I It ,+ " 5 t r I - - I Iv I of 1 lI I . arm* \ THE 'I -I I /iIweIp1 � ice , - / � ! ° " ` ' 1 i " ` ' , ' 4r -'., ° ^ _ ' - ' ( I - I I W3 — 8" PLANTER WALL WITH RED SANDSTONE VENEER TO ° ,V. '° ° " '_ ' I � r► � t I I `, "I' _ , r ^ ' ''�� ` � I �\ - MATCH EXl5TIN6 ON ONE SiDE, 5 " RED SANDSTONE GAP% , I I I ~ 4 Y � •r �' ; _ ON TOP, HEIGHT AS INDICATED ON PLAN f � i ' , ' • J . ' 1 - -I ` '' ' 'I"�r'I ti`: lit )A � ` r ' 17 ' 1/I ( r� � r _ ' �+r �'•�ii I.r\ _` ~ ' f �` � '; IIf1' ' e ` TRANSPLANT TREES Affiffitififfif --_ W4 b " FRAMING STUDS WITH FULL GATT INSULATION WITH •tok P V.} ` ' ` r ` I I ,Lt �_ ��``� , BY LANDSCAPE i i b MIL VB 1^l1TH 5/8 " EXTERIOR GRADE SHEATHING WITH I ' ' ; ; �` v _ ` ; " i - ` . ��'� i - � GONTRAGTOR EXIST. UTILITY STONE VENEER TO MATCH EXISTING WITH PAINTED GYP ,,, +It f- , w • _ , ; ytt.. � , 4 t _ I �/ ` 3—ASPEN LINES TO R4 MAIN BD. ON INTERIOR. i I / � � ' _ I - _ •^ LOCATE IN FIELD Ai't";.�� f I " ' 4 ` . J ,` . ` ,. ` r I v,I w�I < I, ,`� �• � ~-- — 1 W5 - 8 " CONCRETE RETAINING WALL (NEW OR EXISTING)IV `� I I j r ` I ^ ' ' r r - ,a ` t e ° ` J , - • r .r ' ` � �iN�'J'„V° \�` - ^ ' 1 ' ' i v Y � , - r \a ;, — ' WITH 60 MIL MEMBRANE WITH R{GiD DRA { t1A6E BD If I. , � ,,� JI ,� : �� --- -. - \, �,/ o t STUCCO FINISH ON EXF05ED 5URFACE5. �� z`\ � 4 . 'A I F Y o u e _ C I Y_ r _ .. i' tfJ{ ' �` \ I r - , oO ! , (' _v. L ,`� , I- - � , ` ' ° ' 1 , , ,. - ; ° Y , - , . , , % ' ' i '>�rr x ` ., - r 4► r . _ - ' ! - ' ' l y� t I l�MR a>t r ' . o+ a n ' I W6 — S” GONGR�TE RETAINING WALL (NEW OR EXISTING) ILLI F I PIf n I . . l \a S4 f ,{ 1. it_I ` 1~ - ,' '`- wk. °". -' r �� r r �1rr I eat I for I ► pr t bw i i� t tas t a i t ti r t ,� t r a r r i r ar r' o+i e I WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD WITH 41 s�' I . _ , , ` +� i n j- r ~r., ,,I!P .y �Af ,-�v ,< � �-r.- r tllt t an t aaa J r oy \` . STUCCO FINISH ON EXPOSED SURFACES, 3" SANDSTONE 6 C , 114_ ,` � ' - , '' = e � , " �j, V ' I r , , GAP ON TOP, HE16HT INDICATED ON PLAN5. � 4 Ii" . � III „ -' I ,A I I - o , ; W"F - b ” FRAMING STUDS WITH FULL GATT INSULATION WiTH%III If I if . N - r ' - ` r . " - ' I , V I I � �� a � s a a a i � aa�r ^ a � a � a■I� � ■rr � � m s -_ _. 'ay A, ,, "L + 6 MIL VB W1TH 5/5" EXTERIOR GRADE SHEATHING WiTH �'S�p ARC, I iiiiiiiii 1% ' � ` +i " ° ;=- STUCCO FINISH ON OUTSIDE WITH PAINTED GYP. BD ON III I If ,r ° : " ` = I a ; r - \ ReMOVe PoRTrorls o� x �_ ,, mob , \ �,� Ib y ' ^ A INTERIOR* . ! V, , , " >"J<I5T. TREES _ - , ' _ - s TO REMAIN THIS MALL AND STONE " _ J r; I o0o ti ="„ s �- -4 r'� .1 _ \ A . ' I `'r Ix ,. J = rt W8 2 HOUR FIRE RESISTIVE PROTECTION REQUIRED 4714 _ REMOVE EXl5TIN6 5TA1R5 , t ` - A �.� VENEER 1N GOaRD, _ .I ' � J.J`' '� ;'I' ` oi� '� ' � ,J � , : ;: � ; 1�';� �'�III I III ,.' ; \ W/ NEW WORK {, INTERIOR PARTITION, MODIFY EXISTING CONSTRUCTION AS I ! - 41 _ ' _ I I , ; I , I I I \ - - i ,J • . ' ..� _,�r , �I,Yr ;; ,; REQUIRED BY CODE. - t' If I z+• � ' r II i� Y , s - - k` `1 } i , . ',. _ r I . ' • v ` ` ' ' .. < fr , ..t`` jr ` i, ,�� , i6e `` \ �Y Z. 1 ; �r� 'f +VI l ,fa M, _ „I ' y I,� ' , Z r , , , t r ' - � n - .. A ' ' ._ t , a L. I . Y X: .. , ,� 1f I '^ ,� ' YJ,tii+.�,':.y` ., f I it y.- 'f; FLOORS REVISIONS-iff' ` a I ^ a . , Sam 4 w 4I , � ' � . f ' ' I ^ . _ ! I . I. r' . ` ' r . ♦ ^ wiz• . i �,�ryl � '" '`• �`�y�. I t °s.�,,'� I .. # tai �� , ( . a ,- s VI I it x�- , " I - I ` . < - I _ a , I , t _ , - f t r I , - ^>.- 'r` rk, , •' P ' I �`�r < �.,. I —� ��) - ° ' ' ' ' - I 6 - I I \ t ' - ` = Afo:II'i�> a ° 1IfAV REMOVE EX15T � Yf 4Iji, � 4 `` -- I. Ft — 5/4" PLYWOOD ON STRUCTURAL FLOOR FRAMING ,,If I i` r , . ll`•• -i ` s `"` PAVERS r ,�.� SYSTEM WITH PAINTED GYP BD ON 1/2 " RESILIENT 11 a "'� _o - < '' I . s , • ^ 1- r r , . , , ^ :'^\`lk,t?.' .ay J' 4J I ' t r �S'IC � Z_ _ v < , \ _ , a „ty,� a� � h ; �_ � �. Iv♦ GHANEL5 ATTACHED UNDER FLOOR FRAMING , RJ M St ' J , • _ Y l F ' ' n ; 4 t a _ ' a , , I _ I ;r1 A, r',,4 1I -a. ' ! l ' I S _ t� .. ,f '/v - I t ^ . r { - I - t , l„ I , r mif?, ( — , ` Y f�,,� rw ,_, - - I ^ '� �� FZ CONCRETE SLAB ON GRADE, TROWEL FINISH, MAY .. , J � - 1 11' IJ r { ✓ • A - • t • r rr r ,! r - v1 r L � ' a J I m v G , 1, � I-"H7Iv I, �I 1 7 1 V I I i t � , 5- , / �,� RECEIVE ADDITIONAL FINISH SURFA E : ` , Y, + , cJ Y`Y I � I. 4 , r \ I, r I I r if f- °' EXTERIOR ROOFS . _ v �-• GOCRD LIMITS f.` ' `a ` ` ;' ; r Y W/NEW WORK RI CEDAR SHAKt5 TO MATCH EXISTING ON 5J8 " PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVEf�' J _ C1 , a I , t , � ; , e v ' P , a ., \ -4 e I . , ' , t A � , - h a I t P ' ` , { .; (FLASHING AND GOUN1'ER FLASHING REQUIRED AT ALL r _ I /, ' ` 0= 7 , �a _ era �e ®s m� raeMe per spa pro eV .as SURFACE GRANGES, MIN. WIDTH AT VfiLLEYS TO BE 4 '—O")411.` ; - , I REMDVE EXISTING I, I IA srr'' ; ; „ ' - ' A " ` 51GEWALK , - R2 — 2x REDWOOD DECKING TO MATCH EXISTING ON _ I - r - - I f ' I REMOVEABE PALLETE WITH 60 MIL MEMBRANE ROOFING - °� ` °^ I ° I I ' ) ` , , t • ,I ' I SLOPED TO DRAIN ON ROOF STRUCTURE WITH PAINTED FRITZLEN aI ~, . t I _ 1 - t . I _ AREA OF- 1=XiSTING' EARTH TO ' ' V' I y ' ' I I I - I ' - ' 1, ' 4 ' ? '` ' ` I I J J ' ' BE UNCOVERED FOR Y�tATERPROOFING GYP BD ON 1%2 " RE5ILIENT GHANEL5 ATTACHED UN5�ER ' V ' I " : 9 y . ,> ,� _ EXCAVATION AND i=XPOSING 01= ROOF FRAMING P I E WfI' w r ,'.I - . _ I ,„ • d I ,r � ,t r r I i r I r .. L , • I ' „ y r <- EXISTING V4ATERf�'ROOFIN6 ! _ _ I , ;, , ,, , , : ' ' ' .1 ; ,I {_ , . I - ' ` ; ^I , , I _ M"R4NE SHALL EXTEND AND R3 16 OZ. COPPER ROOFING ON 60 MIL AIDHEARED . T-' - - - MEMBRANE ON 3/4" PLYWOOD WITH FLAT SEAl�i5 AND /� ` PAST EXISTING STRUCTURAL GL1P FASENERS AT EACH LOCKER DIVIDER. wJ ! 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" ` , , ! N / NOTES - - �� A,IN d, I ° , { r ISSUE RECORD I Y' y 1 w , - r Al " I r t , I � "II `� ' ' r ,. • ' ' , Y 3'" ' i • `' I4r - '1 1 I , j u - �' '' . 1 O . 1 I_ i - .. ./ a , , ' , r � - ♦ - x r _ E , , ,A r `IL icv i � , ' a ' . et , r $ , ,° / , ,, r �n . , r d , n w41 y', , r � ' e a 1 > , ' , a '1 A - .a t . , _ , '° - _ r _ I r - _ ' _ ♦ ' - r r , , , ^ �4 r W ` 1,I I • . . � 1 u t _ , I . I I ' �f _ CONTRACTOR TO FIELD VERIFY ALL E�ISTI'NG DRB 3-3-�ia 'NAA` .x ; _, 1 ^ � I I A - � ' . :1 Y' , � " � ` . ,, = v r , w . 41 � I � � � CONDITIONS AND ASSEMBLIES. - - -r . , _ - ; _ T E BLIES.' , CONTRACTOR TO NOTIFY .tfAA : ,. - � ,` , '° ' it ' " ' ', . . <', I ' '' ' ; - ' ' ` "'^ , _ u - 1 r . r f, ' � 4L : I ARCHITECT IF PROP05ED ' A55EMBLIES ARE ' NOT PRE—BID 3—IC?~�I�1 11 A t^ 3 a ' 4 '. Y 'r•', _ ' u ! a' 4 `1 ., Sv` ✓ . , , e ` '`a - e • 4 ♦ . �' ., v_ '. } ♦ . ! .. - , ' T a .. - l u « 4` ` ` ' ' ' , - - f r . If _ I - . „ t _11 I COMPATIBLE W#TH EXISTING BID 3—#'l-qa I.r . A - -L I ' - w° ,� - I - . - ♦ - - - . A _ CONSTRUCTION 4-5—�f� 11 If' I' I - t I = r °r ;M ` k ' CONTRACTOR TO NOTIFY ARCHITECT OF ANY 11 Alt I, ,. . , - � I E ' , ' , - I I - t - „ I ° I r 1 • ' DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE I , r i y ,= Y , i, o � .. _ J _ r r . r c - * ' z I ` ' . " , r - - 0 - � - ' DISCOVERED, PRIOR TO G_ OMMENCING WORK RELATED At - - - - IT I I,'. . I �- ,.�, I ' I • a l J , '_ ` /k T. ` I ,. " ! > , t t > ' r Y ,I 1 Y . . , i ' c ` - . _ .. I . _ ' ' t 4 , Il - F k < TO THAT AREA.III 1)... n l ` I ON a ` `' a J` t I w " '• 1 T Al i ` - I N , I r ` � , .�.� r° .iw. a/�. i. I " ♦ - - 1 ) , r , .i t , t r. - t _ , - , i I . ' x � - ' , ., iau ill ♦ a uF , t ` . , . ls a l a', , . , e . e - Y . �� _ , - I` r .v ry , , , r s _ _ • ° w�� e - t ,Il CONTRACTOR TO VERIFY AND COORDINATE WORK WITH 'w H « ' ^ ALL APPLICABLE ZONING AND BUILDING GODS , ,. 1 ^ r . i If 1 ; , , a [ ' , 4 i - - • r - 1 - , 5 I r z I , 7' Il± _ <. I_ , - 4 , , r , ' ', - , _ r a r t - - ,,,,,�„ ; . , , REGUIREMENTS: - . I - n - v � r'' e , t _ ,( ' . I . 4+ ! I , t1 , r - i ' , . - , . - - r� r - ♦ 4 " y _ { _ - ` ` ! .' ' " a � , ` I� a I r . a" ) " R I t # I r ^ • a j Iry- • I ' 1 , l T ' " - I , ` A, ' " , _ ' . ' AT v ZA At ' At CONTRACTOR TO COORDINATE DEMOLITION WORK WITH P I u a ^ t a . l i , x } t , -`'1 t ' e _ 9 " - - 4�a. v I , ' I ° ` I I ! • 'III r is t , ' I ' � _ I ` ` ', , t , , ,` Y I F TQWNHOMI�S 4 NEW WORK TO DETERMINE EXACT LIMITS OF . _ At I A,4, , « ,, rLL , . ' , ' ,a A. DEMOLTITIONt At I° l 1 , _ , .. n , - _ , , - , r ' ail , . - f, t '" j , . . . . , . , , I . . . , a , , _ .. , I _ , , At t I ' A, _ _ - I - CONTRACTOR TO PATCH AND REPAIR ALL EXISTING , I' I f. , I� r s 3 ` 8 r I _ " r n I, r a , I 1 I 4 .. , , -` SURFACES TO REMAIN AVIIAGENT TO DEMOLITION WORK, < It, I I - 4 , , , /I - CONTRACTOR 15 RESPONSIBLE Fc�R HAZARDOUS ° � ' • I ' A , , , ^ * , a 4, Y I f " ` l - a 1 v \ _ ^ ) .p _ ) , , , I fi y- I 4 , I - AT , Ij/j . -r , r- MATERIAL INSPECTION, >, , _ , , , , TESTING, AND ABATEMENT IF , " e I - - REQUIRED I, r , ' L x , ' - - I I �- ..1 r r I - Al ` v , 1 - - I � I " ' I I - ' `` , . - x 4, . ` - N, - CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS «It I , ' - - . _ , I Ti _ M ' . - ' TD REMAIN OR TO SE SALVAGED ' I ' '4. _ . . - s r r - , f 1` SEE SPEG� FOR FIRE RESISTIVE PROTECTION It, 1 4 4 1 f ;z t ''"� REQUIREMENTS FOR NEW AND EXISTING STRUCTURE _ \ I I z - A .~ - I _ Y T M NOTES Imaiiiii Icl 1` I - = - _ , I / / r ` E_�T ERIOR PAVEMENTS t— ` I ` - ' ' - ` t " ' I / - ` I* -1 , " I I PI " BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON z ; r ; " / - - - Y Y , / / / 4" GRAVEL ON COMPACTED BASE, ADD SNOW MELT U,l ' ° _ ...I TUBES WHERE INDICATED ON PLAN SOLDIER COURSE AT " LLl t � I yI • J > 1 .4` _ 'a A, ' t a ' 1 ` , I ` ^ - - l A - _-�� At�� / PAVER EDGE WITH PLASTIC P- AVING EDGE RESTRAINT co in a II - ` 1 _ , _ I A s - - - I ' ' t ' . - _ I . t , / I 'r r if 0_ - ., _ , SYSTEM V j m I I fn y . f . ' I - _ P2 — BRICK PAVERS (SEE SPEC) ON 2 "_ BEDDING -SAND Q Q IV � / '. , ` I -; � / / >—... T,, � .�,�,,_ f �" WITH SNOW MELT TUBES ON ON 4 " GONG 5LA8 - 1 - mi !' , 3' - _ ' _ ' i �` / .r i COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE —' < � . `° � : * I� ' ` I I A , it ' I I - f . ' - DEMO EXIST. BRICK . / / / / / / '�/ ' %/� /f' / � WITH PLASTIC PAYING EDGE RESTRAINT SYSTEM. k , A - _ `, . " , - � - r I - - _ f , Ir - STAIRS AANVj PATIO.. I I ./ / f; /e% / x '- r _ , p {„®,J � " ' ' ' ' ' - I ' , / rte / 3 — EXISTING PAVEMENT TO REMAIN, PATCH A5 .I ' e r / ` f ' I _ ~ --" NEGGESARY DUE TO DEMOLITION AND NEW A` IN / / r f .�- , ' e . ~ it .� � v t , I _ _ , 9 - - . I a r t , . • . m ,.. - r ' � / �i % r/ ' , ' ` e r -- �`P r N. ` _ CONSTRUCTION. � co � 11 a"' ye ,- E v r M , yr � " ` • , , , r , I a- , I � / / /� i' /' /� , �`1'►�r ,r�,r a..+ �^ - w , ,%, - , I IF` I �/ I� / / / / EXTERIOR WALLSa (A) Q °' a , - - DEMO Exi5T< STAIRS = /� r , � V > yr ' I I _�__ / / , • , - ! . WI — 6 FRAMING STUDS WITH FULL GATT INSULATION WITH � Q .. _ -, . ! _ ` ROOF AND WALLS ` '%t I / / I ' _ , 6 MIL VB YVITH 5/8 " EXTERIOR GRADE— SHEATHING WITH /� 1 If e - - , , _ . . _ , I 61 tIN , I I Y r I I , I /`' �/' /' //i/^ � _ - WOOD 51DIN TO MATCH EXISTIN -~ ' ,� _ : , ' _ I , - r - G G (STAIN) WITH PAINTED s 4 - t . ^ r r Y . I - I . " � _ � / y A ,/ . . GYP, BDr AT INTERIOR Q _ - 1 fir'/° /` AN 41 T I REMOVE EXIST. , r EXISTING STAIR / / ` _ cc I 4 I . I ` I : a ` I _ r , . , I 1 - ' " ISO S F �..>._ Z� J _ T REE:, �' - , � �� _ _ -. ' W2 8" HALL WITH P.ED SANDSTONE VENEER TO MATCH H I r AN , I I - //ter EXISTING ALL ' EXPOSED 51DE5, 3 " RED 5AND5TONE GAP/ I . , I 0 I f ' I I - ' , Al r y ' " ' ° - I / , / / i` . ON TOP, WITH METAL RAILIN65 MOUNTED ON GAP AS l .1 IN , / / , , /j INDICATED ON PLAN " { ` 141 I Ia ~ 4 r /t/ l /i/ ' , `' _ _ EXISTING TREES TO BE r "I . 'I If ° ; :T A " ' A - - / A /,i , / � TRANSPLANTED, REMOVE W3 — 8" PLANTER WALL WITH RED SANDSTONE VENEER TO z l A- ` M1 t S Y.1 ' , , t ` r I. ^ I _ - t ` -r f " ' ' ` - > ` ' , ' I " ` ` ' ` 11 '` ` "" E ''`- `/ / WITH BAGKHOE, WORK BY " MATCH EXISTING ON ONE SIDE, 3 " RED SANDSTONE GAP 1 I I t _ _ X t it I 1 I I - � < , N A I ' S " - r ` // / . `F i 1 LANDSCAPE GONTRAGTCR ON TOP, HEIGHT AS INDICATED ON PLAN ` I `IA r 11 III A J I I 1 I ' ' ` ' - - I �� III, `/I f/ - W4 — 6 " FRAMING STUDS WITH FULL BAIT INSULATION WITH , ' ' . ' , - ' 1 ' ` a ' - I ' ' I AA1/el/ // '/`� k � ' 6 MIL V$ WITH 5/8" EXTERIOR` GRADE SHEATHING WITH - - / ;r A. - I I I I I A I / % / 4" I M STONE VENEER TO MATCH EXISTING WITH PAINTED GYP.TA If II � - I , ' t ,//r� i /' / - . `` •.:.., x� i , BD ON INTERIOR. - _ I ' .f > r' , t � ` r / / / / Y ` . "I r . � ,AT f - 1 // // / ,'/ i! I I W5 — 6 " CONCRETE RETAINING WALL (NEW OR EXI5TIN6) - ' // ' ;�;/ ,'{�,/� � - ' ; WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD // V 4 .>, - I A - " 1 / f// i, STUCCO FINISH ON EXPOSED SURFACES ` ,' ' +-`r` ' '- ' , , F - , i . . +v I ' ' t ' c ` ` ! , E , r 4, a ` T ' _ . , i ' /.c I,c, / f '// ,�. ,!_.. - * µ' , �r / r ; ,. I , _ I ; I - r F - '�/ //�, N/ ;,/r�i ` ! > t W6 8" CONCRETE RETAINING WALL (NEW OR EXISTING) �� 6 TV t I �' i ,/ i �f Y 1 /� WITH 60 MIL MEMBRANE WITH R* 1D DRAINAGE BD WITH LLI I . I I _ , ° = _ - , I w s , I r .A)/ / R ' ...�� 4 STUCCO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE �`" I_ ; ` - _ I I - ` / 107 ../ / GAP ON TOP, HEIGHT INDICATED ON PLANS Ni I ,° r t � ��j �� `r /, � �` � `v� � W7 — 6 " FRAMING STUDS YVITH -FULL BATT INSULATION WITH - ��I'v e Y , . Ir ; ' _ - / .0 A G MIL VB WITH 5/S " EXTERIOR GRADE SHEA'fi-IING WITH c / �' STUCCO- FIN15H ON OUTSIDE WITH PAINTED GYP. BD, ON `s�'D / , , INTERIOR, It of a i. , , x 1 M • r a , r u , < w , 1 , r / / //// / a fJ r - Av r ' Al , '' ' Af •- _ - a V - '- y r I r // C r, /` / / i / - ` - ,, r It Iv It . II ^I ` I ' a - , t' t <ra . ^ . ' -Al , - ` J ,. , 1 ° 1 , . _ I • " ' L AT �f' - I [ ' I ' a ` 1, 1 " I .� - ., - t I of . 'I . T ', " 1 rzt ' ` y/`' / / // rl' _ ` I I _A, I W8 "2 HOUR FIRE RESISTIVE PROTECTION REQUIRED /! '// / � / , _ INTERIOR PARTITION, MODIFY EXISTING GON5TT2lJGTiON AS I At .4 . _ : ^ ' ` - r % / / / A, / / ,� ' 1 EXIST 6ABION WALLS TO REQUIRED BY CODE. / / O E. �. a - ' : I - I t , i / / I // / � `� REMAI N If ' ` ,, `,I ' ._ 1 ' ' ' ; , I , , - ' , • I I I _, r - ,/At r/ / I N - - , FLOORS REVISIONS ' ° _II N, /� _. 111111 11 r aG.u! a �,,,` FI — 3/4 " PLYW00D ON STRUCTURAL FLOOR FRAMING - I }. , , \ 5 _ .. +, ! J e r• y A f " I , 1 ' ,. - .. u �. r� r �- �r ,� a,� - �r v `^ " — — 5Y5TEM WITH PAINTED GYP BD ON 1/2 " RESILIENT . GHANEL5 ATTACHED UNDER FLOOR FRAMING . v , I, ,. v J , x } Al , , 4 y n I r ` < `� F2 CONCRETE SLAB ON GRADE, TROWEL FINISH, MAY r ` � e rat, - r' - -r - I • . I - - - 4 , , � , Y I 1 I " \ 1 , - ! RECEIVE ADDITIONAL FINISH 5URFAGE. ry 11 } ; ` 2 i . i ` r T as y `I - •.� .�„�` I EXTERIOR ROOFS F a _ °' _ 4 ' 1 Nat ! .. .. , r ' I _ " '',. " , .. III . , • , - . _t � "1 `" i ' « - A ; ^ ' SELECTIVE iPEMO EXIST. THESE BASKETS �► . �'`�: ` RI — CEDAR SHAKES TO MATCH EXISTING ON 518 "% ' "� J RETAINING HALLS, COOIa.D. , REMOVED PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER IT) c X1 - ` « , k' , , I WITH NEW WORK '� a (FLA5HING AND COUNTER FLASHING REQUIRED AT ALL - COORDINATE LIMITS '� ..� SUR.FAGE CHANGES, MIN. WIDTH AT VALLEYS TO BE 4'—O ") I - y `, C.. , r I I% {. - " - _ - I _ W/ NEW CONSTRUCTION M!l r 11 I'> - . . ` I I R2 — 2x REDWOOD DECKING TO MATCH EXISTING ON t n ' �` ` REMOVEABE PALLETE WITH 60 MIL MEMBRANE ROOFING ''. � FRITZLEN AA . , - - - , - ".. ,� SLOPED TO DRAIN ON ROOF 5TRUGTURE WITH PAINTED Ill '�. "" GYP BD ON 1 /2 " RESILIENT GHANEL5 ATTACHED UNDER Vj I ' 1 n ` - I r - If ITZ9` , r. , . A f r -" I - , ., a A . i Y x - I • _ . . - s 1 r x - I I - I I a I I . ° ROOF FRAMING P IERCE s Al, -, � t r. l _ " ` ' . v •h" yr " _ '�' I , .. I c,' r r r - - _ , r" R3 — 16 OZ COPPER ROOFING ON 60 MIL ADHEARED rr - !'J , " r ! . > - r I . - e P e , r „ I 'I ' 't ' a , ? I, ` T MEMBRANE ON 3/4" PLYWOOD WITH FLAT SEAMS AND M 1 j / CLIP FASENERS AT EACH LOCKER DIVIDER. 1 ' I ATZt 0,' . .1 ' , a , s fi r } .,'t .- a w I s ' I v ' S f ` < v 1 , a . a Y ° „ .. _ . - . c r I 4, I t' 4 � 1 `,4 ^ ' ` v 1 a • - '' 1 ' ° ' 1 ' • r \ 14 - r _ r r " , i , , ' 1 �, < , a/._ , f I t .. , fy ! 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Y A '( ' , Y ' " 1 m ` 1 n , r I , , u , - , , _ - .0 1 _ ' { ' ' _ 4 , , 11' -c ' . t Ir ' 1 ' /' - , S _ it ' - 4 , r ', , - . t ` - ' 9 , r I A, - I I - 4 . 1. . & IT , r 1 ' terry T . ` S. , ' { ' A r r~ ` A, " - `r + . , _ r , . , , I - ' - - ' 4 r , , -. . f ri, t1 - , . , a - , • t u ✓ "I ., u4 , . Y - `I - .. a. I I ' _ V , .. ' , _ - a- 1 r f .. - a - , .. . y „ ' _ ° _ _ , - - , , � i EXl TING PINE 1 _ - 1 11 __-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII r1 `. 4 '.At , ,. . ' .. 1 I 1 a IY , ' J ' u .t ' , r. . a t , a a . ; = `x \ , ' y ` T ` ` 11 , i r • " - ° 1 v ^3 _ r - I r- r , ri . t I i _ a P, r - - i _ ^ _ f , v ♦ I , '` - ` .1 _ 5 I E TREE TO BE TRANSPLANTED C. 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', r ° ; ., r ' ` r . 4 ^ , _ • a } ^ La rl e t I A a " f » ` r , _i ` f 4 I ' I I , n - ' . . , a .- # y I , �` t Y r T , , s - _ r _ , ^ . . i y . ` - _ _ .. I } 4 _F If f . ` r _ CONTRACTOR TO FIELD VERIFY ALL EXISTING ` A if r , , i I r ' , a - • ` " = _ CONDITIONS AND A55EMSLiE5. CONTRACTOR TO NOTIFY 4 i , Y .. , I - - ` - , . , i ARCHITECT IF PROPOSED A55EMBL11;5 ARE NOT PRE"BID 3 -10-9a fir , " , '„ , ` I ,/ f, - . _ . • Al ' , `M, i - - , » r - , �_ . n` - , . _ ! 4 / _ I _ - t r ' - a " + 'If if.. ' �I , ., e I - - r - T I { s 't AI , e A. ,t < - - . - I . ` , i , - - COMPATIBLE YVtTH EXISTING. BID ^3- t7-�Iq . GONSTRUGTION 4-5-91 `". ' ^ I, if, t r/ r ^ . ` ., , Y .i , ' . , .a " ! .J Y �f^, r ` l v f ' „ , - _ c • r ' ` , t - - F ' . Yw. - t , -if ',4, iI a . r v - 'ty e. ' ` <- F a . , r . . - - if _ t '� r s. , ., , - ,Alf . CONTRACTOR 7CO NOTIFY ARCHITECT OF ANY _ x ' T .I . ['` ,. n '` -s . . :, _ ' $ i r ' , , " - ' t v , `, t ` . , t , - I - ` I , If c .x DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE A, - ` , , , ' - , Y . - , ; D15GOVERED, PRIOR TO COMMENCING I^lORK RELATED 4 - I - _ TO THAT AREA. { _ CONTRACTOR TO VERIFY AND COORDINATE WORK YVITH ` ALL APPLICABLE ZONING AND BUILDING GODS ` I I �, . ° ;' ' Y y i ', - I I - _ - REG2UIREMENTS. ; A ` 4r - - t - I - ' V - _ , e r f'' . �� , v , r ' ` f L " ` " ' , 5 a _irY i , 4 ° , ♦ . r , _ I , , a _ 1 L I `� 1 4 . ' ` n ' ` " 3 , �! ._ r _. i , w IA If n l v C - a , r _ _ ., _it. I r , ' I ' ' • ' I - ` L - - - ' , - ,I CONTRA NEW WORKOTO DETERMRDINEA A DE LIMITS IOF WORK WITH r - r r't A. , a "" a r "f . " . , - , >e ' ' �. , r � > , , _ - � r _ - - _ DEMOLTITION. - I " ` t I� 'I 4 I I x ' , i CONTRACTOR TO PATCH AND REPAIR ALL EXISTING , A, - I S 4 ' _ , _ A, - « - I SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK. , . , _ . , , � ,_ - , , - t r ! , - - � CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS _ , _ - ` I ` ` I MATERIAL 1N5Pi:GTION, TESTING, AND ABATEMENT IF if t i 4 , - I - , r 1% I - � ,I A- - _ r - I _.At' . t ' " ? : ` + , : 1 3 r , 1x , ' , - 4 ` ' * ' _ y CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS kAI.- t » ,a rr ` TO REMAIN OR TO BE SALVAGED _4 A, Jw j ' ` SEE SPECS FOR FIRE RESISTIVE PROTECTION ` ^r , 1 , _ ' r „ I I , r - _ I REGUIREMENT5 FOR NEW AND EXISTING STRUCTURE. , �4. , . I I. t i AI F III . _ Z : f _ 4 y SYSTEM NOTES um 4 . , a ° y , _ . , A , . e u I a r F ,Yt `^ '" " Y , A. _ I ` . , , Y ' ' , I { 1 I , , a y » , , _ - - + ,IL Vv� " J _ , , " , . 1 " , N , _ I EXTERIOR PAV/UMENT5 � h-_lIFFIFIFIFFAIII PI - BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON z . w ^ ` 4 r If V, , ; , - _ . . , , " v REMOVE EXISTING - I -"r" GRAVEL ON COMPACTED BASE, ADD SNOW MELT > it it 4'r ' . . SAUNA "A5 SHOYIN ON - _ TUBES WHERE INDICATED ON PLAN, SOLDIER COURSE AT � , r,,AAA: " , ' ,1 r f - NEW PLANS-STEAM » F, I f , A " a - . ` � " I - BATH TO BE ` � - - GDORD, NEW OPENING PAVER EDGE WITH PLASTIC PAVING EDGE RESTRAINT � � . _ ° ' ' - - " SYSTEM. �ft , , I I I I Y WITH NEW PLAN5 z 0 as ` e � ` � , I ' , I . A - 4 INSERTED, VIF _ - t r � P , rt, y " 7-n , 4-'' s ^ i s + , , " ' ' " - < ' t il ! -fl , I ,rz,' h , 7 P2 BRICK PAVERS (SEE SPEC) ON 2 " BEDDING ' SAND .< Q Art ` A. y - ` , L � " Y I I - ' , , L r,A I Al I l III TU 4,t G� III_ DGE - Y ON ON DNG S r _ y WITH SNOW MELT $ES E' ' , ry t 1 R 1 r i r f t .r r , , I ' t `3 t n 'rt { t Y ,.t l-ua .. _ w... 1 - - - ... > »w .cw w ,.- ,+ �. < u w.. w _ ... ..�. _,._. ., _ ..w ,v._..._.- u.«..�..,. .e.,.a.w._ w.... - .. ., r ... ., .. . . _ . . _ ..--.._ - ' , , " ➢ - f I _ - _ ' _ k V 4 \ 1 f r / , a COMPACTED BASE, SOLDIER COURSE AT PAVER E Q I ' It I 4 . 1 WITH PLASTIC PAVING EDGE RESTRAINT SYSTEM. .J , _ ' � ' t 4 , I ' � , . � ' A ��`II � I - • I I I i I . it 1. ? - t • - t a - , • 5 " I ' > t }- ' _ e `` , rt rw ! ; { ; t f 4) 7 ....� .�.... _.� ,If* ;ti r, , f Y , I t ! i- - -I / \ I \ J J i P3 - EXISTING PAVEMENT TO REMAIN, PATCH A5 > O , . ! - I I _ _J L NiEfARY DUE TO DEMOLITION AND NEW { ' . - r " y° ' , I , - ' _ 1 ; _ ` I , EXISTING BENGN -==- _.. . . EXISTING BENCH v . - - .` ; : I i }` I I J J Y =.-.- t - J I TC? REMAIN CONSTRUCTION m J i. , > > I �` �` '" i - y ., ` ' ° ' i , F .Y t , ( � , 0 - r t It } s ( ' ' 1 , I - . �. - . ,1 _ TO REMAIN t . , - r ` `, ; ! °iT .. „ ' j t MODIFY A5 INDICATED I \\ i) I I� / 'I I MODIFY AS INDICATED " . _ ` EXTCRtOR WALLS - ~ - ; - t d t I ' ( ' I , t ' ON NEW PLANS I I III I 1 t� C1. All I rr ' t L r i _ N NEW PLANS , °r ' J, t 1 � a . I I cc I _<. `, . I . iS ir , ` , I i i ' i , _ ,a,, ,,� o '' " i ° ' _ a i II / w I I I b MIL VB WLTH 5I8 " EXTERIOR GRADE SHEATHING WITH At 14` ° ,i .. Y -, n , ' _ ., I ` Al» , ' r ,. C , J p - t `� t { t [ v I ��i U �r .�Z�� F�� t� I t ' t ` ; w ' fR ) V , • a y , wI _ , _ ^I r , . 2 , F . - Y • ,d „ ; r , , ` ` ' y » I �� . �� __ •�1 ' =. � . " �� i i �D ••• La �p1�4 �rf♦ r� rl� y y �„ ,- 'j = ' WOOD 51DINCti TO MATCH EXISTING (STAIN) WITi� PAINTED w - - . . I ,= i- - - "\\*+% \ JI j�" I t i t t I I k GYP. B© AT INTERIOR ^ (� _ r- t ' ; A , ; Ii. i , r _ _ . ` , - ", I , \\\� . , ii - J J i JJ I II i J ( - ` N If rr ` , �, = I - I � \ \-r- � I - ' w III t • - t } JI `Y - _ % Nl ,'t r . 1 -- t I .�, ♦ N `l �, /. I ® W2 S " WALL WI �'H RED 5AND5TONE VENEER TO, MATCH z " ; , I „ . I - ' i I 0 J �. I J I I- - " - I ' - - - - -I I J REMOVE STING t EXISTING ALL EXPOSED SIDES, 3 " REIT SANDSTONE GAP 0 IL ' t I - I '1s SAUNA A SOWN ON ON TOP, WITH METAL RAILINGS MOUNTED ON GAP A5 t ♦ J I J i INDICATED ON PLAN - , J t � , I t Ii I II J eJ I J . NEW PLANS 5 AM > , If _ _ . _ I to J A, IF I Af I " . - � , _ ,`A I 1 J r t } t J I J BATH TO 8 W3 - S" PLANTER WALL YhITH RED SANDSTONE VENEER TO fv `"", r r ] • ' v Iia ` I _ ' n 1 r^ r , - t > Y IV - w f L t , ' 1 - . . C , 10 " > f I - , ' r • y ^ - , " rp rt _ � � "f r y { I r i �r �� w� ' I } I i _ + t + r „ - - i , o - ; I _= _ _ _ J L _ J __ _ � _ � � _ _ � , � � _ J L _ _ �, L _ „ ,�,. i L _ , _j 1 NSERTED, 5A MATCH EXISTING ON ONE SIDE, 3 " RED SANDSTONE GAP 1 ` , ' „ r r , ` . r r ^ a F ( f s , • + ' - I II r .. * w �.� �. '�. �� ..� rt� - _ �rlr � � � n � + � . � � +. I o . , y, _ = , , , T t - I P S I i TO Sr-E RELOG Avir '- �(OLlT1ON t L �.,_ � ..,,. _... � .y1. ... - "' � " , ° ` - - - -� ( �\ ` ON TOP, HEIGHT A5 INDICATED ON PLAN. t , � , �.. .... _ ._ ._..= � � ` v/IF AVFFpFFFF` ; I I \\ Aff'� ' w , 1 _ i F f I ° REMOVE EXISTING ` �, ,.... W4 b" FRAMING STUDS WITH FULL GATT, INSULATION WITH ' - . T Z , I, If , r " ` , , _ - , , V»^+ ` . .. I• , w , .. rt .. ._ ./ .r i _ 1 --- - ` ' ` . - ' - ,,, ' , � " - r w J CERAMIC TILE V� ♦ `� b MIL YB WITf-f 5/S EXTERIOR GRADE SHEATHING WITH I% t xt,, t ! 1 . 1 e r ._ . ; .. _ . -.* t - --. -; 1 RELOCATE EXIST, REtriOYE WALLS, DOORS STONE VENEER TO NiATGH EXISTING WiTH PAINTED GYP - _ I r i I SUPPLY RETVRN J PLUMBING FIXTURES I � v I - r t „ , - r� Aft V , ;. I . A ` : ' I I } I I ' 4 BD. ON INTERIOR I l i VENTS PER MEGH. Y GDORD WiTH NEW GON5TR4 4 w � � , , I W5 - 8 " GONGRFTE RETAINING WALL (NEW OR EXISTING,) x�� .r I t , 4 ' I t f E WITH 60 MIL MEMBRANE W TH l a _ � ° / I - ' 4 t RGID DRAINAGE BD �� `� d ��,kot , . - _ _ If _ _ _ ... _ � ._ _ _ � _ � ..- � � ... + ^ � ^ M _ � � - - + _ - � � � STUCCO FINISH ON EXPOSED SURFACES. � �� " �`,WVIVVIVIIIVI70% *� % Ii A If` _ « , " , , , - I , ' - - ` , ) " ... . ° - �. _. . � ,�� \ / � 1 A 0,;'7 ` 4 Wb - a" CONCRETE RETAINING WALL (NEW OR EXISTING) t ` . �. . �� . • \ _ alt , A ` - �' , _ �� ` `� �� WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD WITH } . , 'y W ! 'S , ' ' , I F'. t . , 4 " i - II II \e ,i \\ \ %I ' I. STUCCO FINISH ON EXPOSED SURFACES, 5 " SANDSTONE ` - ; ' - ' _ , ' " Iw L I I > n , - II 1I " / IJ \ \ \ i -' M" GAP ON TOP, HEIGHT INDICATED ON PLANS r - I - } - 11 � '� II � \00e ? -XISTiNG SAUNA l co i I r a _ I , I , III " t - \ ' II t / � ` TO REMAIN " ,A A, A t , w , _ r r , r , _ , • , W7 -t b FRAMING STUDS WITH FULL GATT INSULATION WITH ,If I ^ . _ , - , ' I - `�� b MIL `✓B WITH S/8 " EXTERIOR GRADE SHEATHING WITH NS'�D_' A It' ` I EXIST. COLUMN ` i ` 0\ STUCCO FINISH ON OUTSIDE WITH PAINTED 6 BD. ON 4 _ « ` REMOVE EXIST, , ° Al I , ", - I WOOD PANELING ON i ` \ �� , , INTERIOR ' f7 i - RELOCATE EXISTING TO REMAIN ' ' ` ° 4 ' - r ' II VENT - PER MEGH• WALLS AND CEILING . _ �� •IV I t r _ _ `. I I - : ADJ. 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'n I ' ♦+X' y r ♦• ' - ! r _ Y "� _ �- - r•-_ a I I < J, - 4 _. - 1, n S _ _ ' - "L ' , - i III I VI {y tea} t{�^ 1}( j[ t I I I I - . r 5 '\>.. 1 ., ,- y e - - Y n " ., i ' + ' ' , ' l Y 1 , � � l �_ - - _ A _f �..` � - - .`? ._4'_ - 1 - -. ....-� , r . I ' y _. T . - ..- _r � - - _ _ I 1.- , , �� a Y ,�IF W. I _r x _ to _ t r_ + f ; - t SEE SPECS FOR FiRE RESISTIVE PROTECTION - . , �- { " I _ i / [ _ j REWIRE FOR NEW AND EXISTING STRUCTURE.A.Iry T .- a ` x 4 ... - • .. - , - ,( I r _ r - 4 1 ' �_ � _ _ 1 E � t_ .1_ - _l [ i_ f [_, _ l 1. ,[ \ I I 1 ' /Y r ' { i - -L _1 j \ _ _ } - ' � ,III I 11 T ,s 4 , ' ) r • ,. _ a' „ r, _ _ �' I ' I - f { i_ __ 1= - 1 \ Y t^ - // ' _ -_ I 1 \�� ` y \\ '\ - k I [ _ _ E°XI5T,' TREES _1 T- I El t J L : - _ L t a - � \ T _ �_' 1 1 '" C , I 4 TO REMAIN ° > ' -, I ` -I �_ , t_ t - - ° _ - r $ - � _ � � + I } ' LL IF . _ - ` , .. f` - T _ , 1, r T ( f +� _ _ : L -.- �- - I -,�� '\ ^ t 1 . r 'It I r r _ y ''LANT ! NG NOTES : _ _ III , 11 P t. . > . . E ` L. 1lZ I I I X 1_ J � I _ T_ _ , - - _ _I r 17. _ r . _ I �_ I T 1 I r H Att " • . ; - L I _j _ _ - � , 1_ _ a - � - ' - �- ` �, - - ` �- \� I 'T [ `- I - - I - L , L_ _ _ 1 _ THE PLANT LIST f5 PROVIDED FOR THE CONVENIENCE OF W ' ' 4 r - - - i " 1 I - ~ _ 1 _ I -_ . _ _1 _T� } A ! - I �_ r _i l _ I THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL S ' _ .- } _ r ` 't- f I -t ;41 - _ =I - _ . = i Ii - _ - �_ _r ; -r 1. 1 - -T r _ - I - 1 _ I _ , \ ` ' _ ''"_� I ( _ } I _ - - T I - ( -I _ � EXISTS, L _- _ , -}r 1 ' r �.,. 1 _ z { i_ t_ t _ 1 r_ r I L ti PLANT COUNTS AND IF A DISCREPANCY EXI T , THE PLAN W ' ' ` ' - + '- ► 1 1 f }. ; - 1 _IT I ` f . - ` r I - .l - - I -) [ ' SHALL GOVERN. W �W - ; � - ' , ` - I: J1 I_ t rt J I _C I- - - -I ' I - I 1- 1 � _ _ -- - I t -LI I.. I - _ 1. 1 `r_ � - I � l- - I I . t1_ ` 1 ` , _I. 1 - co I . > `- - r ,- -=L - ' - _ _ __4 " _, _ 1 - - i - - J 1 - - ` � '` 2. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE LL! *',A A- 1 - - ' - , , _ _ _ _ _ _ T _I = i- �I ___ - I { _ _ - - - - 1 ' ' ` r FOR 5EGOMING AWARD, OF ALL UNDERGROUND UTILITIES, ' C'3 to I. ` l ` ' r _ I i 1 _ - �. r 1_ - - _1 4 _ 1 F - - I L _i - �_ -i I r tT-1 T`- 1 T ` A { f PIPES AND STRUCTURES . THE LANDSCAPE CONTRAGTOi�. J Q it I III'i . ° 'wi' _ I. _ , .. " !-F'P r • _ r , , _ - . _ _ ` _, . ._ _ _ - 1 �� _ +-- - -I - _ _ � _ `I "� - I � � k__ I � � - _ -I I T L I ( _ � =`I . _� -'f - I T - t f SHALL BE HELD RESPONSIBLE FOR CONTACTING ALL J_t It �i l - I � T � � , 1 I I I I' - 1 11i I .� I _I _ - 1 - - f I UTILITY COMPANIES FOR FIELD LOCATION OF ALL > cc _ � : - - rI -- T - _ =� _I t i } j` j� i ( I - - - - E ' UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. � J � r " \ µ I - - - - J r ` �. - _ - - - -t Al I ( I I I I IN, - - ' 3 LANDSCAPE CONTRACTOR TO RECEIVE SiTE GRADED III It t , 77 t - -, }._ 1. It " 1:i � _1 LLl -( l- 1 , ! _ _ I u ! 1 I . 1,. I . tI I !.- 1 I 1 l 1" I I ^ • 1 TO - 33 FOOT OF FINISHED GRADE. >I I-If I -A �`�, - - r _ ' 4, FINAL LOCATION AND STAKING OF ALL PLANT V - i i 1 . 1 T I ` r _ _L - R L A DIRECTION OF LANDSCAPE = J _ (- MATERIALS e.- BE T THE DI E T J II I;. V r - I ,, ,trl ; , . - - - \ r Y I_ I. _ �, -� C .I I I_ f _! 1 I » I I _ t - I r j ! ,OF i rl r ; } - - ' _ - - - _ - - - - t-` - - ARCHITECT,' LANDSCAPE CONTRACTOR SHALL NOT ^III I III j t PROCEED WfTH PLANTING OPERATIONS UNTIL STAKING 15 L.L." • ° ' 1 �'- w ' ` - f - -1 -, _ � ` _ L : _ _ - - - - f - - O 1 - }t T _ if �S " FULLY APPROVED . ,I 3 ,_ 7 ' , - r _ I ` t_ - r T - } • ' I- -- T r [ I I_ �� J �1 ` ¢ 5 PLANTING BAGkFILL M! X 15 TO CONSIST OF t30% } _ I 11 I I L I I - : ` - I I { f _I _ I . I { F �.�. a- F.'J '^ r ' " ' ' - \ ' � � II �_ � � , .I�^► _ � r _ I F I .I_ - � 1 �-r , I T ��- ' �. -� � � -� _ I' .�_ t � ! _T �+ 1 � NATIVE TOPSOIL, AND 20� PEAT M055 . ,%` " - -,14 , ♦ " I - - _ -� ��4, T- _ _ - { _ - - J - - I - 6 . SHRUB BEDS AND TREE WELLS ARE TO BE- MULCHED Q_t Y t I O I , . ,s,`, a Y i - ,.+ - �- ��, ` F �` i . f /I _t T _ -;_ w - { I _ � i } I _} 7 _I _ _� WITH 3 " SHREDDED MULCH. MULCH SAMPLE TO BE 4 film ': _ " v _ I ` ` �,\� ! I_ ; ' F _ L- - _:T - ; j- _- _ : I t t t - -I ` =I_ _ 2 APPROVED BY LANDSCAPE ARCHITECT.Ar ' \` ' _ [ z i I 4 3, ti L,, ./ . T _r. - : _ , , - r ( z i c T_ I i '1 . ALL PLANTING BEDS SHALL BE SEPARATED FROM SOD ,� �' gtIt 1 ,. "' - k , ` , T . " -1 .T , _ _ I f X _ t ,rtef �` I - i 1 - - i _Ir � _ 1 I , I 1 1_ I I I L I k AND NATIVE Gf�A55 AREAS BY I/8 "x4" GALV. STEEL a,11 NO III I tl _ - ' > _ . - - , ,. . _ . - ` _ _ - - _I _7 R - I T yr _ ` /, , , + , ' , r - - �, LL �/ I EDGING TACK . EDGING IN PLACE WITH 12" EDGING PiNS- 14;; " ` I - \ - -I / . < �� _ I j L- j ' 1,I I y - �- I_ 111- _} _ - 1 : _ y . AT 40" MiN. SPACING. 1. `'- -; A `^ -' - '' - //I , / � ', y- / -_� L - i _� t : f _ r 1 _ _ _ 8 ALL DECIDUOUS TREES ARE TQ BE STAKC-D WITH 5` ` ` x < , 5-PT r- } - � �` - " • - - _I_ I_ _ STEEL` 'T' 5TAKE5 AND GUYED WITH #12 GALV, WIRE AND ' . , r.. x < � , � a � . ' v� - - " � ,F Z_ _ � _ _ _ ' � � � � ? � � I _ _ h[ 1 - -1 I -- 1 I _1I I I 1 � _ C � 6 „ _ N. , _ _ . - » - �. 1 1 _ � T , _ -� ( - - # loo- 1/2 " WIDE, GREEN, NYLON TREE 51'RAPS lir-;' Y ` = . - - �, 1 - ` - . i ' � - -I �� , - � _ a r - , � � - �I t � -� ` - - } ! - 9 . , LANDSCAPE CONTRACTOR SHALL SUPPLY AND,IV _ _ I _ N. E -I DISTRIBUTE GUBIG YARDS TOPSOIL TO PROPOSED ;, , k , - .!�:i Y r `�" ~ " _ ;- - � _ x __lt' 1 t t_ . _T } t I i 1 �� ' ; PLANTING BEDS. CONTRACTOR SHALL AL50 SUPPLY AND f _ A. 1 DISTRIBUTE GUBIG YARDS OF ORGANIC COMPOST TO } , - y> / T - - - - 1 - �_ , I �, - F F j- I PROPOSED PERENNIAL AREAS. r `T , r _ - ; > ` x. �t . - r+ __ -- {{ - } (O, PERENNIAL FLOWER BEDS ARE TO BE AMENDED WITH " _ \ . l, \ i I _ i / � � - I_ _ - -� - , r - I a 14 - I l I I ,, tlt OF. JTFF J /{1 I 1 4 OF DEBRIS FREE TOPSOIL AND 2 ORGANIC COMPOST AN,!�- .1 r- F `. - _ I , I ' _ ' " \x ^ ` J , r _ ' 1 ` - _ d - � }-r -- - ' f n � 'Tt`� � h \ • /+\ r t _ � f'-« _ _ - _ - - - ; i l " ` ` y�..>_.. - -- �- . � - I _ _„ - j _ - _ 1_ -.1_. rtl ' ;, ' _I \ Y 1 - h L I _ r t _ T � - MIXTURE TO BE CULTIVATED TO A DEPTH OF b AND FINE I" , - j \%\ M , I Z _ ,� _E< _ i � _ _ _ I I �, , - -- - ., I r L I - r _ - I . GRADED TO PROVIDE POSITIVE DRAINAGE {��,` ` � ' i - - ' '\� _ I _ _ j f _ \ - - -i 4 -- 1 -j _ - j 1" �' If . LANDSCAPE CONTRACTOR SHALL INSTALL AN 18 " WIDE "; . , - t ,- ?' l - r ; \� - r - - 1 - - f -, I �'t RIVER ROCK DRIP EDGE AT ALL ROOF DRIP LINES LINE IL 4 AIL 4I t it_, ; ../ e � .� ---- I [ 1 _ _I1 i _ - I rt_ 1 ` Y RIVER R4GK WITH FILTER FABRIC.11 -j ; I2 . ' ALL NEWLY PLANTED TREE5 AND SHRUBS SHALL M �Y I `` t I_ 1 _ L _ r I / t _ _ T. 1 ' '. L 1- L" _ T .1 - - . - 1 _ L l t I T ° _ I - T- \ . _ I t ` f IRRIGATED BY Mt�DIFYiNG THE EX1STfNC� IRRIGATION IF I _ - + - - _I I_ - - - I _ I ' _ - --I I _ _ + 3 I = L^ } SYSTEM. PERENNIAL FLOWS BEDS AND LAM AREAS , ��+ Iy I WILL BE iRRIGATE12 Y41 i POP-UP SPRAY HEADS. 12 " ��'-1710 II' ' , • ` r - r I" _ _t- } - _ ` ,`'`x ' v` �`� _ _ _-I �y: ✓ POP-UPS AT FLOWER BEDS AND 4" POP-UP5 AT LAWN A A- D R 4, $ < r y j r } \ 1_ i_ �� T I AREAS. ZONE FLOWER BEDS AND LAWN AREAS _ yy 1`j'7{}' ] ]t -�+ ` .'C. ' I Z ''7}' IT� {�-)}� I_ _ � r �I .. f � {' 1 )jr t j)+ 'fif 1 1 *-° � -r- "�{} � \ 1 `I ,I� ri ' ' r , ` , r ' ' _3, ._ ---i I-.� _ L 1- ' - , " ` _ ' - ' Y. Z1 4'. 1_ r _ L - - I 1 1 �- I 1 I I I M i , I ! I ' � ' ,�`r`' t T ` Y /, I " , _ SEPARATELY, ZONE SUN AREAS AND SHADE AREAS ' T r � I ' , n - I I �_ I - - - 1 - _ - - _ - ,I t M ( � 1_ � r j I , . , - - SEPARATELY. ALL TREES AND SHURBS WILL BE _' ` ° ' ' jI .I _ - - i T _ -- _ _ _ _ - - _ - T - } ""` 4, IRRIGATED WITH AN AUTOMATED DRIP ZONE, ivir FI - III v 1 r '� 4 t r_ t I ,te,, rr . _ _ . � " _ _ • . _ _ � - _ _ - 13. LANDSCAPE CONTACTOR SHALL SUBMIT A WRITTEN I T_ j v . � ° - °-;, . - Z - �. ` ��r: `�,,� . \ - - - � z _ � ,. 1- 1 _ -� s z _ � j _z - r_ - � � � � x _ � x_ ? `I- . r \ - - L - i `� - - - { Z \ I DOCUMENT RE A I -z I 1 - G RDiNG ITS POLICY ON PLANT GUARANTEE f , , " : f . L _ l t � ° I L _ 1 I I I � , - 1I __ I r I1 _ Lrr -� _ � 7 .°, , ' - _ - - - L - - - - - +w I AND REPLACEMENT TO THE OWNER" EACH GUARANIES AI, I` r I 4 I - T SHALL CONFORM FOR THE MINIMUM STANDARD OF REVISIONS ----. Tft� 7{ {( {( 1 - REPLACING ALL MATERIAL INCLUDING LABOR DUE TO i � � �A _ Yy I ", Ti ' �" ry �/ � � 1 `� _f. l..._ w - - �x _ r f� 7 _ I tr _ _ N -_ I �-Lr � L .T� `_ _ t - _ -L� 4-2-m `wookokoo 1 � Y _ fi ` 510 KNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE w0000too,ow 4 It 01 _�� I I �_ _ 1, � =t_ 1 I _ _ L I T [ I� L { I I i - ; YEAR FOLLOWING THE PLANT'S INSTALLATION.11 5 _ � r I it - I I I + r- • `w _ . t1 �� - ` �� _ � � w _ f � - - - (( } I I rr1 I t 1 I l I r _ iii t 1� 1 !- h I 4 - I - - I { r I .1-1 - � _ _� - � - ) - - - - L _ i » r t �; - - - { I _ - r , - - - ' ' -� _T� I ' � '�� I t _ �- , `� � I I � 1�lT N T ELEVATOR _ ♦ ;; - � �� _ .�I � � � I �_ � � �. = . I- I _-I_ � t ft - I � _ ._ � � - - :� ` t - 1 .t- � - + - - - - > � - , � � x _ _ Q1..rA LEGS D EL 7 1rr ♦ tl ' r,n II I , ` I t _9 T_ _ l T I t 1 �, - I - " 1_, _ 1_ 1 , i � } i r f r 7 L - - _L t I_ T I I , a _ , 4 _ :I z I I� ? _ r � I -; - I I - i d- j - r _ L � r- I , - I f 1 f f -- I ' I_ T' z _ 1 _ .�_ III, � , _I r 1 �. � �I_ ` _ _L _ t� I � t I 1 ,t I" 1 , 7_ ILL r_ Z l _ I � � I, I I >�i�r #� ] � _ _ l ,_� - 1 I � _ I r I _ C� � _ I L ( l � � _ r r _ F . - - l j ' - - j _ ,4 5 - - - - - - - KEY QTl' COMMON - - - - 1 - . = . tom c ~ I T - T -L - l + I I , 1 - I - I I - -I I- - - L r j- I - - - I - h - I i BOTANICAL slzE = . - - '` - I _� _ t I - I � T C _ _ _ T _ I_ � -I 1 - I. _ I I t_ _ _ - 1 :� I F I } _1 _ l E _I- T 1- I I 1 ,� , , cn - . , / '`1 r -, - - - - - rJ - • - - - - -I 1 "-� I f I : r . , ._._.�__ __-.•_"_POf�LUS ,O ..)OJLOiDEO ...._...._._ A d'EN �..-._ _ . 2 .. G II,. , .,, 1 ' I I_ I _ I I� 4[ r _I i _ I i _ I r j z _ r 5 PoFU .ua SI¢E�IA DIDES A 3 " GAL w . r r . : . � � f r- --- _► �- � �- T r 1 L I _ - 1 4 J1- T- t - _III i L _l _I = _I 1 I I_ 1 - ' - - - - - . . - _, . . - . PEALAKE RMLAKE CAA2RAP�r 4 %" t = f - fk, - # �` - T } � t l - - T -[- 4 -- _�- -`A- - RR _ ^ 14 u RIE3E5 ' _ - - - All, ,. 5 GAL OF L i I v' F : - ' �� X �/ - - \ f j \ 1 f \ 'f y \ 1 I ` 1 ' k/ fl / I I_ I �. } . S� . ._ 1 �i ^ - 5r�� Saari I,. . ,- A` Fret. SiIIIII _ , - 5 GAL AIIIIIAIA IV I r � s ,< ° y , . I. t � � � /� .--1 _ \ -� N �i ' ,� ` �- �; �� ' T 1 L I PP i FICIVIA ENS COLOPA .Vo �xr: KO r , C(,l ' ) ° i - ' °X? �,r r 4- ,. - _ I J// f}/ 11 �, ' \ y,.- ' .,� 'a ^^•."..`A -__^", "1 �1- .�,� _ '- "'' f _ _ 1 -I _J- _ _ _ _ .. . _ _ -_._.,. _- ., .. V. .... _ _ . r ...._ _ . _ .. .,- ., _ ...- _ .. -,-_ .._. _ ,r ._i .. 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' , T i ' ' NEW WORK TO DETERMINE EXACT LIMITS OF Y I. - ON THE WALL5 il, Mk :.A. , 1- 1-lof IF , _ r - ,I , ; ° ky-_- - I ,No,# „ � . I, GEMOLTITION . ,A 41 ' IN I " , t <. ' ` ' ' } r + 5 . t r + r a .. _ , , t �r 1 I i` ,r I , +Y t .. 'T f w } 3 t , I + I F I _ a ' 4 ,.Illi, , ++ . " r - r r ' I> + , r I ' I i - }-, - ,Z-; ! ,� 4 a , ' CONTRACTOR TO PATCH AND REPAIR ALL EXISTING • - ? � � c 1 e , ° ' I e ,w.' 1 - ` .. _ , 1 F ` � I '` i t ii.-J' ..5. � � ��'��y� it - � I .u.�:� - r tl No , lT r ' w s , rl0 _ n I, r s r ' I ' - , I �1:TI.." r.. .±-r . _ _V III_ II S I _ -i j.._ Ij - - ' 1 ` I ;I ' ` GAt?AGE 1 ' I �tf 3 - � , t ; # ry ;h :75 SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK. - ' J I 1 r' `F " i I ' i > I n` , ,-J 1 I -S r I j v{ f.'�'^ t £ I I j _ , f r =y f { , y, ,.11 . 1 t , , -, � i a, , . . , ' ' _ "e , ' r , I '' ' I, �� II G y I I fia. w i • ;' 7 , ,..i 1 ..+_�.q ; # . " � i . •..� I .. -...J { ; -' Ji.,., F l i \. , � .NIII ~ i < I , - _ a, e4lf, a . - " ' _ J ^ , ' ' t. y;V f l i i. r t h . I d5-.� 1 a_-± ,_.' }� r , t _ �M1 1 , i. : y t Y/-• + AJI „ - Vii'" l �K, '? CONTRACTOR 15 RE5PDN51BLE FDR H ✓r " I ` -l" _ ` ; � MATERIAL INSPECTION, TESTING, AND ABATEMENT IF r `_ ` , ` „ . I . % s" r ,y' ` - t t _ • s s ` :`l - • : •. 7. 1 + t ,« Jk t..: t ' --', j-'.r:•:,i�L A,, .�,- t._t.Sl + i r ` i. .F ! i +- � I , . ., , _N.I N. T I , sj (Y i ~ I '°- i I , .1 _ .I' l -t + n,_§ 1 , I'I,IV I `1 V IM ; , I ; . .. I L -a : A ` =; � 1 . \ - t REQUIRED 44 I tI ric > r^ ' i _ _ I .. Y j _ .. r IS ' aIr^ « , w � i r ' r1 . �1 '11 I �` ' 11 , r p I, A _ - ".'y, S , , f ® � i' � # I I_ � # .-, � - t.a.- { r + ._,.� r _ . { ° -; I ( { , I I., e ' 1I �-i I , i r ' < ,� „ . , t„ , ` . r . Y' aN r ;l rnr I iif `'/' M1:- ' Y � J t J I, ` i k. . { , ipp t N. , ,I.+ '< , ` ' ' v ' J _ ./. , x 1,p - t :t ..i` ` � ' i1 `< f' j rr i . F ., t ' Y+ , ;'+ r y /i= :� ." A- 1 k -.I f.L-S• ` 1. _ if a Il . I If : I ' r „ ' I I t� i - I - _� `�i_i-� 1 I rii= } _ - TO CONTRACTOR TO REMAIN OR OBE COORDINATE EWDITH OWNER ANY ITEMS 1 . J4 I < - YF ; .. . t - t'- 5EE SPECS FOR FiRE RESISTIVE PROTECTION-tr° a� . "=a •c r , ! _ + x ,i - sl i ', a ^�_��rr __ �^ `�- _ r _ J-`f"a t • { , , t ` I ^ 1 11 �' " ' ° I ��` "� ' R "OUiREMENTS FOR NEW AND EXISTING STRUCTURE,IN i , , r j = - EXIST. GA GE ' � - ,L t I" _ _f N5 .; r;I ;� I ' „�_I w��of fir ,,. J ° r 1 1�UPI �' ?2 � ILINE OF r a # t " Ift { ''- ' I Z 4 I of I, ; f. y 4 ' F > .n { ' , _ M C.H « � i I - - �iA cD 3Lt P � �'" ii;{- d ' ," MY� ! M 1V � 1 1 11 ) -, , , > ', • " I , , . ` , • J ",j ! I a '`- , ,- - -. - I a ' - '! ' 5HOLD _ WROUSPHT uIRON � �� 1 � �- -1� I.4 . `,- r ,4 ` ' , I , - ' ' I, ,, p t\ - ' _ ,1. P r t r -� I< . , „ 1 x < °' ' , , _ , • _ � PATE- .. _ l T [ _ . �- T� F" 'r ._..,,,..{ £ `L 1 ^ ��t 'r.,. # '.,e" ^ - I ^ ° J III 1. - , t _ r,V . K A # - 4 7 a I ' � - ' . EX RIOT PAVEMENTS h- k' wr: sir _ I [ ' J � f z F t ; t I - AN I Pi - BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON N z A.kA 'a - ,a _ r . . t<, ' , _ J _ _ , .. - � � li I � � �� _ i.-s-...-...sue. . " , • • ".'_ ! t f 1 t IN,d ,,,`- ___ _____ ,_ : I ?. ^y { 4" GRAVEL ON COMPACTED BASE, ADD SNc�W MELT w s) - : %< li j -, 4 , _I _ _, �t ' f ^ _ TU E5 WHERE iNDiGA DON AN 50 I @ G I ' , ' ' r r ` 3 : '> %a i' ' s;,• , { - t i , ' I , - I I ; S TE PL LD EI OUR..E AT r` W i "I ` I r,; s k rr _ jj 7 f M , v; w a;+ ;--f 1 PAVER EDGE WITH PLASTIC PAVING EDGE RESTRAINT c r/ uI�►'�A. A S y' sYSTEt-1 .or A ' Fr I�` � _ , , . . : , •J r _ .r,'', 1r x ' , t r r ,' < aA T A Jj) 7��' zIrt, jr r � I { .y .+. • ,t .#-... '` - I ', , �� ' , W M AN IF A. ry _ i ELEVATOR ' Fr , r ^ _ r . t w,! a O t-I- ' ^ .' I ` ` _- ' LINE oP TERI?AG ABQVE _ ' _ I r 1 PHON_ -� r I _ I , "_,ry.r r s = I :I .�M-Y ' 1 - n a a P2 - BRICK PAVERS (SEE SPED) ON 2 " BEDDiNv SAND J - • ' .�a �t^^"'- "+- -"'ti-ril --'�- -'r+n-� > ......_ ,a.. -..�� •-+w.- +.-�.+•+ .1.-�.. ,�,..�. ..-,-. -.+..�... .--..r. .+rte +-.+ It' j -O< � , A A1J11. ' 1 . I - ' I T 11 _ ,' _ " ` . - ' ' . " 7I . I , ` ' 1, ^ I ' I I t r - - tD ,� I I I ,1 s I I � , \ _ F . J I WITH SNOW MELT TUBES ON ON 4 GONG SLAB , _ I If ovill ft' I .�/ t M� i; ; I ' - I COMPACTED BASE, SOLDIER COURSE AT PAVER EDr- ' r ' `AI�, ' t u1 t 1f ' - ; : --j `I . WiTH PLASTIC PAYING EDGE RESTRAINT 5Y5TEM, •Y I rl r fi r - , , r A .` t A ,., . r, , ,l -I . �M1 { J^ "� ...II '.. f _ ~ ! t ."... I , I ^ a •_ �/AN oe �Y r s ^ n ,t r t • a t 6 = J s t -. i , ` , , A. �i'y � '�^. .• .} 'j �7 -y - -i 1 I! vu w i ' ' ` ) .A. 1 ' .' x I . ti - ' [�,a , 'j � , •.. _ , . _ �i eemb r j r ` < e J ' 1 - 2.12 5.1 k , TO I ALt . < yT .S II ' �` Arx y ' S ` #,-. • • ` t III r - , GOMMOi� 5�'AGE ` - r � ��` ,_ r� ; __ It � a- I : `�; r," f ,� , . .I � ' I ' , J,Y I <" %NNNI f�` t I; ,, ' - O W6 P3 - EXISTING PAVEMENT TO REMAIN, PATCH A5 > U_l 0 ' ' , _ 1 :I � 14 ° NEGGESARY DUE TO DEMOLITION AND NEW a 4° a ° < I r .. r " - , _ �J a .r rat F 'w Ift"e, 'x l ^^^ ,.5 � C° /' ,/� G p� �7 B{� /��AI s F t - , _ ^ f i ' - e' - . ,s ,. t ' `.. ~`4` N' :r ' .:`^`7=W1 - ` 1 ' ! LWN✓Ti�VG OT ION Li/ J v 3: � k I I t & " GONG. CURB 1 11 t �T ~4 if - „ I. , , 6 -$ D5 AND 5PLA54~ f- ' :�-.. ,, O latiato d " 1 v` FLUSH BLOCK TYt? f' ` EXTERIOR WALLS tj 17 I h W4 U 11 . , , , < - sail..■ I r ` NO , "' ~ �. ,=; h ,.,` WI 6 " FRAM {NC7 STUDS 1'VITH FULL GATT INSULATION WITH t5©# j ~ I; f, I a 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH cc 4 . Q 1 ry 1- AYr " ' VFx V 't �` _`y".; ' �~ ' •- t WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED ~ ;' LOOK AT CORNER � ` ' " " ' ''`" '--- GYP BD, AT INTERIOR.A, III 1_ a I : t , . � t ' IT PROTECT. IF NEEDED J "; ' ' , `IN " • Y , , 'IN, - '' v`` , `` W2 - 8" WALL WITH RED SANDSTONE VENEER TO MATCH im I t� I ` ' ' " ` ' I ' _ ` ` 4 , ' EXISTING ALL EXPOSED 51DE5, 5" RED 5AND5TONE GAP � a sIr J , a + ^ r A i - 4S n J w , V , . ` t , I - ' . 30 '-011 V J • , , r"{ ., ` e J ", r` J - "44 1 - w • ,_, ' ON TOP ITH AN 1 . f _` DRIVEWAY 1 , , W METAL RAILINGS MOUNTED ON GAP A5 If Nr III ;; r: . `` r INDIGATI+p ON PLAN . 0. . 2 I to ` . E , . , , I :, y A301 - 'I - , _ 4O 403 404 ,1 a3 _ _ / _ 1 WALL WITH RE SANDSTONE ,II . 1 W3 8 PLANTER D D E VENEER TO ` "I - ; „ ' t t - _O X. : ° w MATCH EXISTING ON ONE SIDE, 3 " RED SANDSTONE GAP - , ' ,, ' I - { I , I ' . ` _ � ' TOW _ ; ON TOP, HEIGHT AS INDICATED ON PLAN, -III/ y 91 , I A It i1 - EXISTING' DRIVE TO REMAINS � 9 , W4 - 6 " FRAMING STUDS WITH FULL BATT INSULATION WITH , I + = I r - Str _ ' / / " 6 MIL VB WITH 5/S " EXTERIOR GRADE SHEATHING INiTH ` � 0 - 1 s / / STONE VENEER T MATCH XISTIN I PAI O VE O AT E G W TH NTED GYP_ I , , _ 5 i I / BD. ON INTERIOR. '' ,F J4 ^'Vl 4 «} At ^ 4 . _ + , r ij n ! ` ', - ry ! , 4 J - - J ;', 1 J , i + l , f , W5 - 8" GGNGR -TC RETAINING ' " LL_ (NEW OR XISTING) �, i. , I. l . . _ ,i _ WITH 60 MIL MEMBRANE WiT1-i RIGID DRAINAGE BD t J' �, U � I , _ - STUCCO FINISH ON EXP05E2? SURF AGES. �� ° : I . £ " I - , ' , - _ EXIST. _ ; . r KEYPAD W6 - S" CONCRETE RETAINING WALL (NEW OR EXISTING) «� � ' 1N WALL / WiTH160 MIL MEMBRANE WITH RIGID DRAINAGE BD WITH CE *A(N I,ry Lj�1 `' - ` t I III EXI5TiNG GARA5 STUCCO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE If ; _ '+ , ' ., + ' � - - - r ; . t `V - � ` , ' _ - I GAP ON TOP, HEIGHT INDICATED ON PLANS 1 , 1 ` I" J , _ _ I - C \11, ' It �V ` ' I - W7 - 6 " FRAMING STUDS WITH FULL BATT INSULATION WITH /P/ \�N.� I t t „ -) I - ;J 4 " v ' r - _ I I I ` 6 MIL VI3 WITH 5/S " EXTERIOR GRADE SHEATHING WITH St�D A It" 1 STUCCO FINI5H ON OUTSIDE WITH PAINTED GYP. BD ON I J , ` „ I I - - Vt � ry . / INTER OR - " , , , 1 " I n IN I' t, " ' I ' 1 ` - > , - ' J . . , J , ' - < - I - - J - 1 I W$ - 2 HOUR FIRE II A " II • k RESISTIVE PROTECTION REQUIRED% INTERIOR PARTITION MODIFY EXISTING CONSTRUCTION AS �l ' r' - r < c I '��.. I s I t r > - >' _ r r x ^ t , v , ; ' J I f I ' L/C,/WN�PViJ ( t _ r ' I I _Ill -If, y ' ` Y I / REQ UIRED 8Y CODE .N , I�' r ' r - ' ^�' r ` FLOORS REVISIONS .I A,'s s t I ' ' - ` t _ 1 ` r. I ` - I - , I I I FI 3/4 i'LYWOOD ON STRUCTURAL FLOOR FRAMING- ) I A I A 5 o A .2 q�"NNNft"ft`AN"N`NN" � Nolooloolooft-oft Ili I I I . . I II 15 n AV I " R SYSTEM WITH PAINTED GYP BD ON 1/2 RESILIENT +"1 n t` ' r ' '• I T e i J I ' ' t . ' S .• . J \ „ ' + ' 1 �i. I . , - n I <Ik' ' z , ( J > , , ° - ` r GHANELS ATTACHED UNDER FLOOR FRAMING, " tid , c ) � ,t�r • it Ie I • # I I r I ' v t ' 4 ' „ J " - I t _i _ f 1 ' - r y •• _ D N 1 11 t - . I L. a { = 1 GUTTER -" rvJxt $ ` i ,. . - - , , . - - - - _ ` - - I I `, ' I I - I I I _f _ C . 1 _ t E . I /4 _ } -O F - GONG N E,' T OWEL FINISH, MAY -A. 2 RETE SLAB O GRAD R * jj }} ff III i I p - J RECEIVE ADDITIONAL FINI5H SURFACE. I IN > T _ r 4 N. 1 > , > . `l 1 r � ' - �_# �' I T _� l - EXTERIOR ROOFS �, I. II . i i A __ -_I # t _ �- -1 ,= ?j - `� _ 1 I _ ' RI - CEDAR SHAKES TO MATCH EXISTING ON 5!$ " 1 . . - _, IN I ' . J , 1 + , . . . IN _. , I � _1 __1 .11 �_4 1, I .1 � _ �__ �_ (� a � � I _ _ PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER t 1 ^ r t� i fi� I I_ j- y _� I _ FLASHING AND COUNTER FLASHING REQUIRED AT ALL Ilf J -x I , - k • { r , IN t `x ' S I _ " ' y f y I t_ y _ ; F_L r_ t -' A. _. ti I t ( _ !10 .t � - I ' < [ I _ J _ I 1 IFF i �, �� 1 l � � � Ij � � i � � � { �ll SURFACE GHANGE5, MIN WIDTH AT VALLEYS TO BE 4 '-011) It ' , «� , r -' _ , aisP " .M , x t I . I c =- 1 F-= f _z r - I r _ # - - - _ _ - _ . , r t Iz J .. ♦ R r - s _ I e a _ , ' j r2 1 , Y I ? 1 , a [ ' ^F r Y t a - • r .. 1 • . i ' r { lt - , ` t , (� 15I' rvr< " Ji. . `� , 1 � 1 �� ,� � 1 � 4� -1 - - I�~ �- � I - � �_ � �F �� -� +� � _i "� I � _ _ ` " ' , 1, ! . ' � - « ` ,III, " „ -' " ' I ' I r A 1 1 _ _ 1� _ 1 �, _ n t__Ir . �� ( _ - _ z - f I R2 2x REDWOOD DECKING TO MATCH EXISTING ON ;; ' ' r [ ) - J t - , ' I �-. _ q si I- f 1 � 1 -�--�-� _ I" ► -- ' MGVEABE FALLETE WITH nv MIL 1�tEMBRANE irOOFING �,' ` $ I' a a - t , , - , t_ 1 1 ( �_ _� i fi Ir: } fi - j- - 1 ( - j I _ _ II. I -� - rt- _ - SLOPED TO DRAIN ON ROOF STR>JGTURE WITH FAINTED FRITZLEN I` f, f m ' , 5 _ i ry I . _ . _ -1 tL- 1 ,�_- t„ _ t _ -1 t� } E ,-=41 , t - 1 - __ �� - ll � _ , I_ , _ - -K GYP BD ON iiM"_ RESILIENT GHANELS ATTACHED UNDER tr' , . ti A, _ }_ 1 =, _ _ i L. _ _I_ t _ � � =1 �' { r ROOF FRAMING. � , __<< r ' t a � I - _ . p l _ - [ --i - W _ � . a T -firY ILL - t ` ,IN, I . : ,J, -I M- _ i # _ 1 ,iy I ,- ,i a + _ _ -1 I ' R3 - 16 OZ . GOPP R - . �y �' ` I � 1J I- f } � ' I � - �` � _� fif ,i � #a1 � � _�. ip_I- ` i=� r � i E ROOFING ON 60 MIL ADHEARED ,It y y 1 `F , - ' t _ _ _ _ MEMBRANE ON 3/4 ' PLYWOOD WiTH FLAT SEAMS AND TAH M i IN y ` ' ` ' Il,.'�' 1 . , / 4 , L _ J f _ . ' J 1 1 r , , ^ I r J , 1 I 1 n 4 l " , ` , ' I N s` CLIP FASENERS AT EACH LOCKER DIVIDER. ` ° � ' _ _ „ j >i _ , - .`9 1r- u - - _ - .- ki - _ I I _ - } TEMP . 220 V. REGULATINC> _ I No. r F' _ r ` . _, k ^ , t - III -- 1-° - . �-, �_ � - # � I __ f_ I ` r C HEAT TAPE o EAVE, &UT`fER 11 I I, 0I v4 ! M ^ .C3� -„ + I I , i t t, I i r . tw ` I - n p Y , ° ., J t i r < J l_'-e '�'_ .a:, tI -{{r3 T{(- _, --i{rE.z.�T� I�-`lizIl - �_fi.f, - I - t , • . _ _ .. - - I ' i = , r /< N I I. , •1 .. !, e ` rl -IAt „ - ' t ` ,- -,. . , . Jx I N 1 I y 'I `-'- --'' I - - l • �� I` tAr t - {• - `• F _ F - r J`=i...,_ A I___ Lc_ _ - I -T . .. , t I A. , , . - -III ,i � , a w �#• T �, ♦ F ., . .. . rrt1 • ,• ' � . .. 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I ^ f' ' ; J . t > ^ - _ " „ '_ - , �- CONTRACTOR TO NOTIFY ARCHITECT OF ANY t .ill It W � 14 , IC , _ .` } ; ° � ' - I. � DISCREPANCIES OR UNFORSEEN GD NDITIONS ONCE - _ Ili 11 1 DISCOVERED, PRIOR TO COMMENCING WORK RELATED Ill : ., i . . , - r TO THAT AREA; - I F 'IF, t it ie I, N Yi F y $ r "" i " ; j ` ' F _ ^^;, { ` a ; > e r s"r � " A, NA, , e ' , , _� _- ` , - , . _ ! 4b ,.b„ A GONTRAGTOR , 70 VERIFY AND GOORDINAi WORK WITH K I "All ii OF , " , < ` {% 4. r . I I , " . e ' f_ " 4 � _ ,. , • F ,v - � n " x -`" Y< _ , t � _ '1 fP :n { " r � 1 � � �� - 1 TDP � Y t Fli � Jfl A _ .< , I A . _ , ` i ' ' - "IF - - I - - _ ALL ' APPLICABLE ZONING AND BUILDING CODE fle ` . . 1�. • REQUIREMENTS i I _erfe, ,' ,Y <^ n T aA, + +- 4 t , I i IN I y <• ' ^ ` , • ,` - t ` 11 ,; A A - ' .. ` - - _ L 1 n ., .. ' ` , " - _ _ ., ,. 4 13, " 4_ _ • , , • I ' , . _ s _ v e iii I , " w ' - hI, • - n ry t J, " ` It . 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I , I'All ' y " _ ' ' y' R - TOW_ 4 " PVC CONDUIT MELT , W3 - 8 " PLANTER WALL WITH RED SANDSTONE VENEER TO Ili 1 ;a ,l f � C . _ TOR _ DRAIN-NEENAH R-4x5C`I GJ 45 - MATCH EXISTING ON ONE A51DE, 3 " RED N ANDSTONE GAP " ` ' . . k K `< I I �0 51_/ 11 i1 „ (01' APPROVED EQUALS ON TOP, HEIGHT AS iNDIG TED ON PLA I It.N ; , , 'F ,I , r i ' w ,,. - ° i `` e , f _ ` _ 1 _I1� EXIST, CONTOUR, TYP.III _ , a , ^ ; ' I '\ i I ` ; � - = s` J - tr , EXISTING GRADE , " - -IF, + - W4 - 6 " FRAMING STUDS WITH FULL GATT INSULATION WITH �` { 1r ' " ' A - � k A � f ^ ' ,` - � � . , TO REMAIN - I • � OPEN TO • PLANTER ' �_ � � l �- -' �" � I " 50 Ali 4 - __ - 6 M{ L VB WITH 5/8" EXTERIOR GRADE SHEATHING WITH Ali At , S ' `v 1 4 1 r , (� v i ' " - r , - - r ^ , ' r ! < , - , , T ` - - - ' ° _ _ , l - ° , , STONE VENEER TO MATCH EXISTING WITH PAINTED GYP, X I At ; , r I ,° I , , ' t- _ I , - -. I , r r _ „ , _ ` BELOW ^ 48 '-3 " _ {j$r- 1I .lj_� t - I TOR \ BII. ON INTERIOR. I `_ .NIL f , + f 1 ` j A> f ; _ _ I _', r f < , , - I W� 02 _ W5 - " GONG CONCRETE RETAI 1NG ,^'etl% /J/ _ 1 8 RE N WALL (NEW OR EXI5"I'll 0 ` . , t '� ' ; + , < " 0 A f . , � �� - � � � „ PVG GONt'U ! T � WITH +60 MIL MEMBRANE. Y41TH RIGID DRAINAGE BD `��° �°��✓ " ``' _ I 9 -4 q ' O ' - . , , , - ,r I - - � 43 , STUCCO FiN15H ON EXPOSED SURFACES.J. I 1, a ' _Ir le I If Al ).r\, " ,. ' ` ,. k ; r r r ~ , y .. v -'r rtr- ry-..-. ,.- ,.....x Al . i £ rt T • — ` PULL TH15 EARTH 4 VV�1Qoi I -I L�� A 1p F, >, a , ' „ > `, _ BACK TO WP�TERPRC�OF ' , 9 , , i - ' I_ _ " - - - _ -• - Ill W(� $" CONCRETE RETAINING WALL (NEW OR EXISTING) PI C I WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE SD WITH A Y!lALL I ,I , ;» ;r` z:'F' fr _� STUCCO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE - _ 4 GAP ON TOP, HEIGHT INDICATED ON PLANS. ��`� AIr r'; I ' _ . _ . I , ; ' ' Al , , 1,53 5 F . 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L p A l_ . . , :l_ , i b� t V�2 �clO I RE ONS I kii it, J , t u lleli ` r - " - it , ' - �' s Y , A , - V7 , w„� �� 'fr F u �.�...-„�,� s e _, I A 1 -� F - 3/4 " PLYYVOOD ON STRUCTURAL FLOOR FRAMING l; (4-a-qG)k It ,I , i I , . x , - ` _ ,, ,(c ',' I, )i r V - I J ` ' + � 1 ';r _ L ,— / It P ` SYSTEM WITH PAINTED GYP t3D ON 1/2 " RESILIENT - �7 ; , ` , ` t ? ' CTJO{P' .no 4" PVG CONDUIT - _ - GHANEL5 ATTACHED UNDER FLOOR FRAMING 1.le, it I d v i F SI loll "_ ", if W Y ` ' v , , I 4, ` w r tt ' ✓ r r ✓• . _ . _,.,., . „r _ t 1 ELEVA R Sr I. ' t — ,iff All "` . < - " , T £ - - I A ;F 3Q l t RECEIVE ADDITIONAL FINISH SURFACE. it _ r ELEV OR F2 CONCRETE SLAB ON GRADE, TT?Oy�iEL FINISH, MAY% I S 4 n � ' " �� . < ✓ - , p ' _ ' r ' k , •• I ' + ' EQUIPA I " ` t l . 8w- Il r • i - r �� I ,jr ` 4 x relief- n'Al "- I , , s . r 1 11 .. 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I - __ _ s , f', . ,` , I X04 _ _ ti It, ON TOP, HEIGHT A5 INDICATED ON PLAN. �i , ,^ AN,�p a Ne Io" + t f y ' a. 1 _ + n 4 .r•3-+.i.. f r ' ' 1 v i , t ' 1 , I I S ��_ } a 1 i Y - r . - v - - _ - A _ — G Le ',; j " .++ in 1_ { 14 . . -.,.'; : 'jr.<.- +... 1 -.f N. " :-,d,._ }f�. +.a ""'( : t 4 / q " ', ANA, ' . ry .� i I,, f- , t t F r ; f t r , rl F M N6 STUDS - I t t EXIST, 6X WITH L AT W . ` _ , . - i s , . } . , :• s I { t` - ' ..-_. _. 4_ . _ _ ..._ _ - _ ._ _ _ . �/'�� 6 MIL VB W TH 5/8 EXDTERiOR GRADE H ATI-iiNGi W TH i '' ; " . � 4 ' � � � � . ` � ; < , r k w�_. .. F _ � f � �'_w � _ � i � r ` - DECKING - � �� - - r :~. ' - - ~- �� f STONE VENEER TO MATCH EXISTING WITH PAINTED GYP . ` " r f - , , , ^ . < , - ' `r iA F , t ; "T . J 4 «, I t g I Ia ' t t ` - ' _ . _. .._ _ _ , - _ _ _ ,AN of p. - _ ,� ' ; L. tw1 �_ a I ' t+ a - . , I f /-'� BD ON INTERIOR, n a b , I r _ x T �. } 1 ,. " r i d.., '`i •'. ,+.. ' av i'r f , , L I NC- - .... ..,. _ ,_ �I n' J _AN I 11 1. 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I , r I - I I - I • /' ` ' iv � . - ' Imo„ ,� , I • t I " A , , ' _ - " I - e ` -, ` t i , t - r ' _ ^ , r _ I " r ` ' ' °' : - � � ' 6 MIL VB WITH 5/8" EXTERIOR GRADE SHEATHING WiTH imm �4 , F- I r - • r , WDOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED - I _LL I, . '`" ^ - I _ , I _ , GYP. BD. AT INTERIOR`7 In A J i s ' I v n ' 'I „• ' y 1 _ ' , , I F "„ r ' ♦ r _ t ' n _ - _ 1 I I v I - . _ J ' i I , , " r- I - - r I W2 = 8 " WALL WITH RED SANDSTONE VENEER TO MATCH ! " I ^ ' I Ir a ` 1 ` - ` I ' - - EXISTING ALL EXPOSED SIDE5r 5 " RED 5AN5�5TONE GAP V a cc < R , . _ ON TOP, WITH METAL RAILINGS MOUNTED ON GAP AS Q , ' t I INDICATED ON PLAN, CV III' 1,„n I s it ' , . ' I ' n pool ' . ' Y I I " I . i , - I r I > ,. 7 `' i , m . ' L n I 1 F _ „ n - I � t A W3 - S" PLANTER WALL WITH RED SANDSTONE VENEER TO ° . . I _ MATCH EXISTING ON ONE SIDE, 3 RED SANDSTONE GAP NN I ' • T ' , , . ' - ' ` ` < . ` ; Y. ' -•_ y pool , r I , J ' - r t e _ I _ _ - t f.on, I I I , ' ,4 , e _ ' . 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I" I - 4 _ - I n I { I I � I � BD, ON INTERIOR If I I ill � i ' If I w IF 11 I" " ' 4 ' $ I I I I I i 11 I W5 - S " CONCRETE RETAINING WALL (NEW OR EXISTING) - - ,n - » _ `' - I .`' - i ' - i I j ' i 1 II ti WITH 60 MIL MEMBRANE WfTH RIGID DRAINAGE BD coil 11 a ' I . r _ 4 t - a i _ , _ � • I t ) pool I a � � , 1 , I a I -.- 1 I Non : _ " t It - I I ' � l , 1 i I 5TUGGO FIN15H ON EXPOSED SL'RFAGESIV �� `�®® I it v t , tI - , I ? - . , - pool r I ' a I I 1 _ n I. . pool ,_.- . - i _ , i jI - ,�11 ` ^ I .v ' ' - I r I I i ! ) � i It W6 S " CONCRETE RETAINING WALL (NEW OR EXISTING) WILLIA PF` II , _ ' " - I „ , - 1 WITH 60 MIL ` iriEMBRANE WITH RIGID DRAINAGE BD WITH PIER �; = " ,r I ' w If- A 4 I v ` _ I i } ; j STUCCO FINISH ON EXPOSED SURFACES, 5" SANDSTONE I - _ _ « ' _ _ t , - . _ _ ,y GAP ON TOP, HEIGHT INDICATED ON PLANS, 4 _% !! ' r I % - , � I " - ' _ t r I - ,, " a I ,', ` _ , , ' r , ° ` W7 - 6 " FRAMING BTUD5 W1TH FULL BATT INSULATION WITH 'IN r , , 1 1 I _ _, , , _ , I I 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH RG n STUCCO FINISH ON OUTSIDE WITH PAINTED GYP. BD. ON _ , _ e I r I _ . - ` • I d - - , t INTERIOR. I L I IN 1 r „ I I ` ` 6 e < , I - r3 _ I I ` _ I. ` '} � I 1 . - f I 1 , ` " ' - - .; Ir W8 - 2 HOUR FIRE RE515TfVE PROTECTION I�.EQUIRED I 'r ` ti " ` ) _ , - I I [ i I = - v I " - , I d � ' INTERIOR PARTITION MODIFY EXISTING CONSTRUCTION A5 i , k IN ` ! , ! _ > r I i1 , ,, .I _r t , , I o r, i pool " u • , ` L e , } . I I f f { f 1 ' I I , _ 41 - I 1 � f - < _ . I r , - I I - , i j I 1 11 REWIRED i cED BY GODS. , - r . I � ° • II / I ' , I ,- I , 1 I { ' I If _ ✓4 ' , 1 r , _ 4 I , ` '�jt r� NJ I If' ' rr _ ' I Il a " ~ + r i I 1,. n I r " R i it I { . I Ii I ' , I REVISIONS r t I i - ` , . _ :I - � , ° Ill ,� , i � # } I I ( ' I = I ( i , t i I FLOORS$Ill" _ " I I , . i �. E} r_. 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L - _ ^ ' w _ IN 11 I r ° I t I _ ( I �° ,i , I x 3 2 I 11 I :x�-< . r.r { f t1 '_, .11 f # I- , I � t t ! i I I - TO I 1 J- ` y I I f 1 I . , I ° j " V- : l+' +i _ I ,J, I � if ° I _i , A,il, .1 ` I ` j ' it r l j j y i ` I { f t GAP ASOI ASOI F2 - GONGRET� �vLAB ON C7RADE, "TROWEL FINISH, MAY - ^ I -I If off i I G. r •' t I I in ,I RECEIVE ADDITIONAL FINISH SURFACE , lt onto I I ; " " J GPrP . . , LL _ s = s+..! ...a pool.. .n..:l ,..�. .+„�► ' " W2 EXTERIOR ROOFS ~orrr " .r, , ^ ,t ' > , ., of . , ' I r, 1 , ` - I _ " f i - ,r . , .forl r I I. _ _ I ,- . I . t 5 - , �. -= 1 - I t RI - CEDAR SHAKES TO MATCH EXISTING ON 5/8 " of I - t t Ir/f , . „„ - `t ' r. ; r ' Y , y i _ _ _ i �\ I - _ b�7 1 PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER ` , _ f r`` I ! I TONE r I'l " ' ° ' ° , ° u `''- yI Tel ,-:�� s _ ( r GAP " I I I Io f (FLASHING AND COUNTER FLASHING REQUIR ,, ` � _ _ 8ltiid ,,. 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" a F ; ,...�. •'.'r �.. bl Y f.n, Y ey . t` I t 1I ` 1 I °ir ` r ; I �`.. >" 'pool I Irk 4" `„ " , ., .r"'_ ^ v.,k I, .+..a M ' Ir tr c ! e i - t` �,� 1 1 ,^ _. _ � I 1 _ `{ x r ` •- �t I r , , . I t -',` . 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I i . , f l i TV u, , . p , n l . _ , & ENERAL NOTES C,IiI _ pf. ` P. S` r Y = I .° `i , , ,` , r TM-` •„ ` 4. • F t f _ . > . a r ' Y y ' r r v .. _ ' ' I . ^ F r , _ A ., �- ' , w , r - � < ,. , � I+ ' , _ ` i ' r "`" w , ,w =' ` -. _ I t _ - - _ _ _ e , + , <, - " y ISSUE RECORD , a - >ry x rrI I . i t tar , c - r .. t , J .Y I , , i _ _ ,I, ` +I , ' , , � e - � A ♦ I s , S A I I r _ r r _ _ a I 1 - , � 'd + • *' , , w , eI t r ^ x + • x . yr� 1 £ r J , � " r . t t - - . , ' , , J ' " t " I , 1 IIt ^r vv is f r . � J � •II , 1y a , 1 I ^ I ! , t e et mot ` r _ < � T,x1 ti , a I, ,4 * - , - _ I , - T I • , i ' • er = - J I r I _ " - r , r - �. CONTRACTOR TO FIELD VERIFY ALL EXISTING Dim 5-5"A y ',rN I_ . .. - 1 - � r t , _ F ` , '� k _ - ' - , `' I X42 q [ q F . ` " n , ^ x , ea . , ♦ i v . �. t , , r . , , ` + ^ ft_ I r 'Yr r - ` „ , '/! i - ,', 1` , . r r . , J ° s � l• . , ,' +,. ,. J ,. t . 1 " + I I , + _ . 1 ♦ ' t . 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J-Yt Y I IV y , - I - :. ` I % , , ' J - , _ , I t - r I t .CONTRACTOR TO NOTIFY ARCHITECT OF ANY 1 _ 4 I Al - , , ; , < - I , r ' , ,i , ; , , 5 - ,, i DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE ' J+ " t t �P * I + � + ^ t' , r r ` v,1 r' ^t , ` , e v ' t '' ^4 I - , J r , r y I r c . * > ,- F e _ I I 1 I r III-` � " ' r t DfSGOVERED, PRIOR TO COMMENCING WORK RELATED _ -r , ._ ' , Id: ,AN , , I TO THAT AREA. uiS � IaI , ' , J _ I t - , It r`, f >' � v a r, . 1 , 4 � i ' .I .0 r J r � n ° 1 • , ' t i r . ` s ` , _ r 1 ' I � ^ , T , - '„'x, , N IV * I 1 , ^ 'r 4 , ,r ° ' i , ' ” , r i 3,.t ° z. ? + e I , , ` ' ' ♦ - r _ r A. e a ' 1 r • 1 ' I ' + ' I, r " 1 1 . , r . r,^ r 4 ', ys, s - ,r - T. ' _ , , ,` 1 t , , . I , - P PP r _ GONTI�AGTOR TO VERIFY AND COORDINATE WORK WITH (r 4 K I • r r 1 L + t <. - 1 " i - e r r I , , _, i ` ' A ' _t . I v I ' I _ ' ` ' r - ' r ' ' , I e L -N.',4 : s r y " 'I r >^!r I . ALL APPLICABLE ZONING AND BUILDING CODE `,` l - ' I . A " . -1 . _ x t I - t REQUIREMENTS. _ I I_ ,' . <�r - .+ 1 6 I .. ', , Rc I. if , � - � ,' v x t. x )7 , . VIA 4 ° ` ' r r 4 I - ^ , ' ' 4 a , IT x ; , , ` I , ` . . r J CONTRACTOR TO COORDINATE DEMOLITION WORK WITH • I, ' v •' iN a , n 2 r ° . 1F ) - 1 • J V + ^ r . 't' 1 a, ' ' 'Lr' ^ , ` , > 1 _ , ' x _ .. . J L +A " p y , „ _ 1, NEW WORK TO DETERMINE EXACT LIMITS OF 11 I s , - u" 1 I , r ` _ • . . . . 1 • >. , i. ` , I f - = DEMOLT(TII r ' .. _ I . , . _ CONTRACTOR TO PATCH AND REPAIR ALL EXIST11�lG , , _ r ' . I - 1 ` , t I ,^ ` ' _ , I I SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK. . I - I Ad ' - , 7- . � ' r . � rrI ' , _ ' CONTRACTOR 15 RESPONSIBLE FOR HAZARDOUS I - . " - I _ I , MATERIAL INSPECTION, TESTING, AND ABATEMENT IF or' `„ ' ` i ' _ , , - ' � , - ^ - REG2U I RED t _Ad A - ' I I - I _ - I I % . y ,it 1 Al ' I ' ' • e ' a , + _ , i t v i 4 , . I a { I, I Y ` ' ' , _ ' FI - , - I r - CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS ` TO REMAIN OR TO BE SALVAGED. _ , " x , , { ' w i `4 ' I I IN 11 . - - ” i \ ` t - - , > - > - f SEE SPECS FOR FIRE RE515TIVE PROTECTION Ir REQUIREMENTS FOR NEW AND EXiSTIN6 STRUCTURE, ' 4 I T; I 1 r -. l n l 1 ro , t f 4` , I 3 1 }. v • , I I , A . \ r '. ? ♦ r r , F AI ,n[1 , t I I .. ., ` f 1` r a b y r r` I 't ` I r V V, .` I : ` I _ I STONE S"A STEM NOTE 5 m '42- ;' 1 EX15T: MODIFY WALL.` , - ` I. ° ., ' - � ' - i AI I 60 GAP - WROUGHT- IRON u.AV. ` ` ' V, ' WALL , TH15 51DE ONLY r, r ` It I , I RAILING ° E�CTERIOR PAVEMENTS : H , , ^ , PI - BRIG,K PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON , 1 di, .5 ` • v 4 e _ r I t , , ' ° ' ^ I , = , , - 4" GRAVEL ON COMPACTED BASE, ADD SNOW MELT W IoP t , '" - - J£ ^ , �`�'a F �' �� r r �'a' rt y r , " ` . f M .. ' - ,, % i -4, 2• `L lI ' - __ __ » i ` ; ` T' +Y ` }` . t,. 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'III;. ; � _r . - _ _ a ;� _ _ . _ �- - _I -� � � j-� : �. �• C-z -� �- - j - {r - - - T - - - 1 { I ( r j MATCH EXISTING ON 'DNE SIDE 3 ' RED SANDSTONE GAP AT I C .`+, a y, n , ° , I ' , ti I T _ _. _ _ _.. _ . _ _ w_ - _ _ _ . Ali _ _ . _ . _ ON TOP, HEIGHT A5 INDICATED I PLAN A-A I P 1, , , >�: ,sit f r I , r t _ T-mot-.( " �'^ � F___ -'fP 'T- ^- "~ � -t, i __, i •` =' 7= 1 =•! - - .- 1--F - { - F: _ 7 f`_-' _�(-E''_ ' A t - y � - .+ ,-t.w _ ,I _ r , , - _ - A I t - _ - - ,. - - ,.w .h.,,.�_. , . . _ .,.. _ _ _ _. . , r _ _ __ . ., __ _ _ . _ - ._ __. Al _ __ _ _ . - _ _ _ ^ . - _ . . _ _._.._ _ W4 - 6 FRAMING STUDS WITH FULL BATT INSULATION WITH , ' ( • - - „ tt t{{ II 1 1 jj I P C �, Al y u + , - a - ' , - 1-..a _ - _ - - .-.' `" ' _ _' '. - J _ , {" - - C I[ if •._ "'t.' 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F ' .rig I n � ` '�s � _ � ' � ' • , r + . n - „ " CONTRACTOR TO FIELD VERIFY ALL EXISTING DR'B ` 3-3-aQ ` I I _ r ` _ u- e ' . -Y , f j r )r . I JI , \ f Y It ' +1 ' , • d ' _ w ` e ^ ' I t • ` 'I ' I • » ,Pik I ' CONDITIONS AND A55tMBLIE5. CONTRACTOR TO NOTIFY� Nit A IF ti i ARCHITECT 1F PROP05ED ASSEMBLIES ARE NOT PRE-BID 3- f0-da fi ux ! ' r r ' " , ^ I ^ d I ' , . ' ° > - " - - ' , e - t ° . COMPATIBLE 1NITH EXISTING. BID - I't-q�# _ . , , - , , _ GON5TRUGTiON 4-5kii F MIl ' I ' r I, I L Y i e e , III , I J r _ '. i . L " .`' ,' , - t4 , I - I > S I ' I . I , • ' " I , I 'IN I fi IT I? ' f r n R ° ,• I, _ > . _ ' ` CONTRACTOR TO NOTIFY ARCHITECT OF ANY II- " 0 , _ DISCREPANCIES OR UNFO)?tSEEN CONDITIONS ONCE I _ - , - ^ I I ` = A I DISCOVERED, PRIOR TO COMMENCING WORK 'RELATED , " I , . . . I I a I I ^ I TO THAT AREA .V if is 11 I t , ♦» „ ' I " ` t r r 3r + r v : S^- " ' L - t Y , . r ` . I Al _ _ _ , - , � - , , ,IN. . I ' CONTRACTOR TO VERIFY AND COORDINATE WORK WITH VIVA' .r - I I - I I ALL ,APPLICABLE ZONING AND BUILDING CODE L _ - a . , i , I , — w ; I I � ' REQUIREMENTS 'l . v r/ .. a 1 . - I , I . I t I r - ' _ r t - , t I. CONTRACTOR TO COORDINATE DEMOLITION WORK WITH akI • - I rr , I III n ' � '�r I . _ - xlLS t` I I I I , ' I « - r . ^ , ' L ^ ' s ` r • I ^ < ' � I .I _ ` AF _ - r t , j ,4 r I NEW WORK TO DETERMINE EXACT LIMITS OF I ' . .rF - I. N, . 'Art It r . ^ k _ I DEMOLTiTION. ° I III , ii,ill e , r �`+` _ t - I II -, . I I I " � '- < I' " - Y I P CONTRACTOR TO PATCH AND REPAIR ALL EXISTING SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK . )I fa I, d . I r I • ' ,. ' 1w_ t ' ' . aT a _, , L , Y _ ' - - ^ 4 _ 1 t x t t III[! _% I ' . 'I r _ , + , w i" , I If 1 _ I I + e I ' ,. - I 1 5 f I, I f ' I + t . I .. , I f , .. CONTRACTOR 15' RESPONSIBLE FOR HAZARDOUS tl ' f t ' I _ V • v l , . s t IV h n 5 ♦ f� I t 2 , ` ' ' 3 , _ ^ . ° ' - , . _ , - - I _ , , _ I%_ , , I % _ _ MATERIAL INSPECTION, TESTING, AND ABATEMENT IF% REWIRED,I RED. ft. ry * , I. ,' ,w t ° ° w A f - y -L. x ., � I r , " ' - _ '`1 ' ^ I ` , ` , v , _ - - I - , • y Y i "- r v i _ I , ) / • ' I - I r _- " t s + n I 1 ' n r .A. _ _ _ _ � CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS , % r - I t I , _ 4 " _ TO REMAIN OR TO BE SALVAGED ' ,' r j 'c ' ` " _ ♦ ( i • r + t ' r v - I ' , Y I I- ' - G , 1 , I , n I .{, ^ - , I < v ' r f } I - r 41 , , ' I' . I I 1, ..lr .. w v , - � - f , '� t r V t , ' I ' t . l ; , ' I + N I ( ' `f . . x - I _ - I f I : SEE SPECS FOR FIRE RESISTIVE PROTECTION Ili I. 4 , I, Y , I,. " - - " REQUIREMENTS FOR NEW AND EX15TiNG STRUCTURE, xI " , y ; � ' I . . < ' r - 5,11 T ' NOTES - r +� I ,Iil r, - , , . _ " 1 - I _ _ LL I . , r L. . `�" Jj - - ^ I EXTERIOR PAVEMENTS : ' L _ _IN A it 5 i "x t t t ' n 4 N,- I ' t ' r I Pi - BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON Z f. A I 1 .l ` . ` y . N I ^ v I ' ' rl r , • 1lV5TAC.L NEW_FL`ASHfNG9AND F , a . _ I t - I - - , ` ^ ' ` I - I _ ` ' 2 4" GRAVEL ON COMPACTED BASE, ADD 5NOW MELT a ^ Ll1 _It , IF INSTALL NEW FLASHING AND TUBES WHERE INDICATED ON PLAN SOLDIER COURSE AT W 1:�l I n" - ' _ I - . , COUNTER ' FLASHING ,AT- WALLSI - - I _ { , ` n,I if COUNTER FLASHING AT WALLS, i PAVER EDGE WITH PLASTIC PAVING EDGE RESTRAINT Y„1 an „ ' - ; I I , ROOFS AND, VAt.t."'S AS ,REf2UIREp, TYP: _ ' _ ROOFS AND VALLEYS AS REQUIRED, TYP SYSTEM ?� �j �yII/� III ,_ . I,.; r I r ^ I I _ _ pill I " c ^ f I I ' l I - t I e j P2 - BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND <' (.1 . ' SY , I I y I iY I A WITH SNOW MELT TUBES ON ON 4 " GONG SLAB "j D iiiiiiiiiiiia Ili 4`` _ . +,- ,r „ ' y I ^t i# x I , . Y .F hat' < I ! I w e _ 1 1 _ . r °, ., .r,` - - I I , _4 r * I t _ V COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE I %V,I-I I t ; ° YY1TH PLASTIC PAVING EDGE RESTRAINT' 5Y5TEM W " � I t 1 " . a ; JI" { . t , ' '° a 1 ,. d�rHF .f ./> A'T f -� , I, I x h ,t ' ry r .. tYIN , vzr � , � I ' i fi I r , 4 r T'r�f.:°-•ti 4 r~Y,^I I ' i 7 Ii , ,t, • r 'l"'f fryr'°'Ar,'pi , .'. I , I - / I _ I - - _ �' °"/Vl t 3 , d ^ B I el ra's' ?,ii -" ` , - i _ _ , fi y r� ,t i I 11 : : I , ,.,,." ,,rl, """ P3 - EXISTING PAVEMENT TO REMAIN, PATCH AS d I - , - I I � ' %'Wa ,4 * F „A4; P'� NEGCESARY Q� .� ' ` y"`` "ter TO DEMOLITION ANC. NEW , �<li VI 'r ✓i ,° II, " DUE OLi Ail 7- ' ,�w- I nkf ki '," y GONSTRUGTION _ I� I L'D r .. ! + , I _ .n �'+L�Yr r r , r' n " u , • r ` ' v TM < ` I + ,N' +r i ,11_ ' f ,. [ n - . , IL ' tip F_fly'. � 11 ) '+ • ' / - ,l'^ y /f'I"^�� R ' _fit I -''7< ^ ' ^ S I e ` ,!,I Ir p,y':+ ,� t I I ' ' .. t r III `V t , ` ' "I . V11 f; ,r w.' "yrt}✓k� J I < f` It : , y ,I c ro R ' - K r ' ` - ' EXTERIOR WALE I, �° V y . 1 I - I rn �ri W _.fi', - ,. x ;,, . V4 .,,,r ' WI - 6 FRAMING STUDS KITH FULL BATT INSULATION NINTH .ra m. 4 _` - ' �ti'�, ° � :� b MIL VB YVITH 5/8 " EXTERIOR t�RAI7E SHEATHING WITH ��„ i ' ' i e A ri - 4 A "i.ty ,ri i4 4 ,1 _ I _ z 5r WOOD SIDING O MATCH EX 5 ING ( TAIN) WITH PAINTS ` I " " y' , , t , . Ir , - , . d I p, o - _ , I I _ ^ IV I I I , .rA ,�P,I GYP. BD. AT INTERIOR , LL ,1I .< , -L Y r I . s l 'Y� l,"'�} yYya , Pi r - I- , _ ` a =-"��x I '•i,i l t Iii{ I - • I I , _ t , _ �' its ' �.»d- F } , .. , ! ..N eiof hr.wl.+t W2 8" WALL I^IITH REP SANDSTONE VENEER TO MATCH F" ,.r y 4 , r r y ' ' '� ' f , ,; ' _ , , - ` EXISTING ALL EXPOSED IDES, 5" RED SANDSTONE AP _ - t ors"y, tl 5 G " 4 t Y .. " 1_ Alt a. t . . F' '�'!/ v' � ' li N FP _ >1 ,,, " ON TOP, WITH METAL RAILINGS MOUNTED ON GAP A5 ii I I a eft d.tn„ >E +y N t r _ t • ,, M% f I iii 4<! ' ` 1. _ _ . , ^ , I t T r.,f of S .[,' �,4 n < % },5' I. I: I d;, r� INDIGATEI7 Oil :fl w:;d PLAN.11• � ' t , i ' _ J r J,fi �i"V r,y ,l + r ' I - d "i it r;, ,l N , VA 'i r r .. - - I , r - "9j�.°17,7" „y,,, I I < f ^rf3, ''% ' J I4 t - - N r Ilx I �� . - 1' I I ,so;jPt W3 - On PLANTER WALL WITH RED SANDSTONE VENEER TO , 91 / - `II ' RI - � ; ° I'll ' MATGW EXISTING N N SIDE - 3 " RE SANDST NE AP - It N� <;, 1 %,.;,; Ill 7..; . , �,-�� O O E , D O G " ` _ ' "' ;'r-= y Rf `r. ON TOP, HEIGHT AS INDICATED ON PLAN. r f - , j + r % ., • ' + r , t I - I . v I ' d, - r _ _ wy�;=�,,IVIii i, I - ^ - ' I L ° ' ,r AP -I It IN I r . -" °' (1 1. r LOFT LEVEL ^11, _ I I I I ,' :°'IleI ---- - — j LOFT LEVEL - � W4 - b " FRAM NG 5TUD5 I H FU - +IN I » r i YY T LL BATT lNSt ►CATION ' WiTi-I b MIL VB W1TH 5V8 " EXTERIOR GRADE SHEATHING WITH , r w l I r ' _ ° , ` w . . ♦ 4 • t I 1 ♦ n- I ' " ' ��` Y Y ^ t y I - . ,I �I . STONE VENEER TO MATCH EXISTING KITH PAINTED GYP ! ` t ; r ; _ I ? i = BD ON INTERIOR. ON + `�� r ^ - ^ ALL NEW WINDOW TRIM, SASH V, ° � , 5 5E�ROOM ; , ; AND MULION5 OT MATCH EXIST. 0 " I W5 - 5 " CONCRETE RETAINING WALL (NEW OR F"CISTING)Ill " ~ ' , ' • t' r B-15 ' I I I WINDOW TREATMENTS, TYP L1VII�G WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD � �a .N, . , " ' „ , ., - ' ' ' J - 1 ' - 1 " O ,` ' I It _ t _ pis „ t B- 13 STUCCO FIN15H ' ON EXF05ED SURFACES � � ;� III .,a ^ 4 Ary I r - ' f 4 r ^ I e ^ f k I I . Lh .� ' r f F - 3 w✓� ��j .a,-e=ay. i I li I ' In ll I ^ r , ^ � I ILINE V'(- I V / - (jE ) ' 'n i ' i III { Ni I L< _ a t �- +/ ! I I Wb 8 CONCRETE RETAI ! NG '`, I - N WALL (NEW OR EXISTING) r_w. `"11. 5 WS - , _" EXf T1 t _,_ 4 <,, I WITH 60 MIL MEMBRANE Y%TH RIGID DRAINAGE BD WITH ` a I A�F '_Vr I i ., . • - .r.; t III.-.r w , � a _ NALL - ` °° I ,. # I � 71 � � �� — t >' STUCCO FINISH ON EXPOSED SURFACES 5 " SANDSTONE � i - r -, I e _ I = - I I _ I ` _` r I WI l \ �,{ , / \ ,: GAP ON TOP, HEIGHT INDICATED ON PLANS_ ��% r I ` f� '' I -i r I e , I - .. , ° I• ti ' : • 1 . ` v T t I , I f S+ `��" r - I I J-v- c^-c-^;.I I i! ° _ y;P it IiN , _ t t _ ; ' �� _ WT - b " FRAMING STUDS W1TH FULL GATT INSULATION WITH �r. , I �, ? �' � < THIRD + LEVEL r, ," , . . _ , , ,` ' ) ' I . .�,,,'� . , l �,, ,,/ ` ;,, w r,,, r , . , ., ;,..,.:, .� '"� ...; THIRD 1�VEL ;°I` I' ^,N "f A,+s 9 r/' r`3 Ex' ti4% � .1 ll b sn y r : , y, Ir, „ r xs l n wr, }, rn.z e V � . r ., "d, , r, < , �, ,`$'Ft^ ,r' 'Yr . �; ,f� , yl ;„g 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH 6 , ��, +r ,4 ` , x" , . .te' tl, .% ' ' 1 k ra C, t..r"'" } , f irb '%M- Sun,/ >' y� ... 1r. A 6Y. . , / rf...n..,, fd.w i..4 / ' / s A r .<$'.'Z`..�:: r o% / Y, r' c./ e .. d ' f. '%t"f, • ,:.-�0 r `sr ,y' ,x8'c r , ti �6 . � ff '� ar , f„ v ar F .i I .,°%.�' P # .f Kw / JY .J A4,' :� 4S / K '9, 3!. F ,p �,✓ V. r � s ,l"n d„ '>,i . . A % rtr lorTt, •v' »' �y/ 'r ., 5^nty „ � /, e'r}s”> rdy, f.. , , ' o , F : .�/ ,'y 'y.:. ". fr : �, � , _ a r <; �: r,, f ' �, ,y .f .,�;• Al. r ,;. < t . ,,, ,. .,, . STUCCO FINISH O OUTSIDE WITll PAi D GYP BD . ON S , t,/rq .; '. f,F. :/i`4, „ h ,R ! f! .,, r �p ,Y „ ?„'Tt>` lq�i .�I'/ ✓ o .. f 4 r , f , e; r *, < { „n N �"T NTE • a o3s/r / ' . ,� ft, ;;,v,,, Y .s X §{ �' w ,v% '�� 60 ,�, /. ,.�} f, ,r/ Sg / ; / � � r6 , _ L 6'r, %; l: > w, i ,/�I I , dr <4 ' ;✓ , >.p,/ , y fr 4 ,� �F^� f bg. °fir f a yz lk r.,e+le-?�1 'X f9j; , A d / 's ri,"'d fin, � < e "`,5v, rr; 6o, .f " �. a sr) b . d I^ 3' i .+:,<n p/;e ,{ C S $r. (\�� 4 P >r/,.� I / ,f r� nr'Sr� g� 4 " 't , +t' C ,+ac •r"; d S yf A , _ f ^ 'a; ./s A' 1fi' / f r /! S y��4 1,.5 • J, Alx.:, r ,.. - .o�., ., a .r a / y , rrr ✓.,., ' /i. r, G '' f' r 8 :✓ �,x,c�r`D"s �� .r v . >,G�' i�a f;1 t� i e� t'�"� s, -1'Yrr'`f ' ✓i. l:� - yr� r r k R: . f , � . _ , S' £� r r9 '.O;'':♦ *i .� ;"Cn < J ,.If r v`„6" r� q� .-. -. , nf''' :,.li ., 'f ,pe, r� 4Y 'u • '� ,. A.. .✓ � q �' ,. 'r . :a� r +� 'I 0 4' .v . rGr:iJ9sY � 'r;! .1l'•4ru„hf• rr jrY t,, , . b%^u:..'�4i'�� 2 /'s,= +° ,^�i�, '4 i�%f rrvdJik tG,✓�'ai'x _g t` r : .255jr f's>, r it f .r - / ,>, > r 4 ✓; . � .rf /' �r ,,d, v' > zi / ' - ' ! % .. - ^r'%r,'` - r,f'+tc ,4, Ir<,.2a'� ;, i�,�, `Y'?',.a t: t:< 6'.3 . 1s, ,Nq�, r ! ' Yf'6� . �. .t 'Y', I;.n"; k�' /� ' r. xd � Y' ' > pf' � E': >:f , .. INTERIOR G�R ^ , s'.g, r, 1°,Y„ rS°'9' v <rr� ,� 'r 6 x /' s ,a ,r'L' .; .✓ „ T ' r+r4j i rv ,pY , e' �' ,I6'= r 'ri r /d" L , v/iso ; ,3 ” 1, sa., . /, . ,., d.•6, 9 ,fi/ _i / F , '" zrr Y av Ya tG: P!' k /. L' ,p <% ,' n ' v ^ / , /, ' t f' i^; r'. 6 - r . i , .r�, - .c, , � „%; , d�+d 9s,? � ;� 'w^h. ,y .. l0;' ,�r� '.�s's/ ,�'vr'' x x.A'd, ,. H' ck ��r; �F�t` dv �'^:' ,"^' r+' RI .. L ' ��rr ��.y 1 ?S >, 9 ` „Iry ^ - „YGvS,</',r > 1. ''y:4' l � � < f„ r ^6 ,. "F,+;X "A .yf , r'� ',4°t ,� . ,.a €. % �it.'ig .� a $;'«rw ; �, w' r4,'s,' : r ,' • a�r� .,�, ,. ,kf�C,r, 4; f � ,fr _ l � f D VE�Y '4�yr...:.'4,,, . ` r✓,2.`/";F,f,s'�ti t„/rq4 Aaf,^'„ry . d f`t(t� „ ,� 'lx , r/; ,tir :,n`;., v y. `: - 'fbns ” !-,” ? Ng x .,;,�,.<e; rfittr' l AY : 1 -f41 ft r. V"TV nemu , S` a +y :k, !; ' ` e . ' , I . i "r ` / ! 'ry .f , �,r �, .0 ✓ x : aa,(:" .!V r"< ' ...F,lI- .�, rrl'w I- r rr.. k„ `!4` ' r ,,A.r ', W 1 r., t <' ✓ ) .. .t ” �? ,r , >'.q l.d Sr' f .yq ,' Tr ^ '^' I , L , , f �n ,Y�a / .r, 11 YY } �� @'w :?4''Ot. [ >} ,,. � Y , e �,,;` .✓ , %"r S, a," 4 ' ^ r. �a v �, ' '' � � '� ` � , w+ „ ri � va, y , a'r„ .r.,ed- �9 s. r r s+l,� c, yq. '„t,>: rc ” .. , _ - - ' r d BEYOND �c ,✓ S '^;i .�ad ' !7 ' ,,:5?Z "l�s , < 7 , 'd ,a,�y/! ' + ^ o t r , �,� ^ 4t .o,A o "�'" t, yt, ,� "' ar' t , v y I o a , . s ,NI 3 , - , - — I a WS 2 HOUR FIRE RESISTIVE PROTECTION REQUIRED I I I f I . - r I t I F ^ ._ _ INTERIOR PARTITION, MODIFY I a j + ;_ TI }'` G IFY EXISTING CONSTRUCTION A5 I r n r r I ” , I a ` s I ' v n - , t 4Iii L.^ .y I n v^ •\ if '. r.-K' i .. t. .,�......- -.� —.�.,r �.. .»..r..�` w 1 s l t 'I I� '� s j 1 r w r t I�%1,@, 11�{.4� B 1 GOLJE ,I if ra ; k / ` ' , : > " ` - I I I ` _ ' Yf, t > / *YI.�I ) 1 t { / y*'!l'- t Ir^ .. �I+` ` ,t. 2 r t �1 ^ 'j r �•` L,(iti �� ` I 1, 1I F I i I < . iwl ' I, I » I } + + s ' I t •a I t . + { • WY[�' t " _ � ,+ i _ r ' ! t i.Y.: L S + I 1 �'.r i " Q t REVISIONS r - , I, . '.t 3 , y I✓�i I i. 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I` I . ' _ _ . i r I ; , ,' J - r - I t , 1 } DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE jot 11 I 1, ,"-, - - r i . - I 'J f I ' , a - y t I'' , , , I i ,' , ., ' , , _ - I ._ r I , L ' - f r ' _^ , " _ ` __- - _._ _ -- � - _ _ _ _ , _ _ _N& I T' .� : _ _- _ _ __ . . - n _ _ _ DISCOVERED, PRIOR TO COMMENCING WORK RELATED * tf'•r - t. , _ • t 5 4 I ., J I , , l'"..__ " _ I r ' - _ - _.-. - _ . - —- - - --' - ` ' ' . ' jY I I : x: _ /y/ rr . , .\\\ ` TO THAT AREA . t IN I v , ) _ ar, If N.< p a ' f°'i b , ` ' d- T " ,t a ,. ♦ 1 t" , ' , y 4 ' } r [ r N _ `_� . ^ ° 1 , , '1. ' - , a ' . L' , , )j J t ' y `♦ a sa - r - _ 1 • , /�Y ^ < \� / _ ! _ a 'a ff If 4 Y .. ` , _, al . a t ` v ' L Ni nx( , ' t vH ,• , , , 1 .. i `' i _ ._ _ y , _'_ _ S _ , Y + r T _ ' _ I ' ^ e ., -. _. .a_ __ __ `-�--.. Y� ~` _,n , - --- I... > f n-� ._ _ _. - _ _ '_ _' . ., _ _ r - j Ill, 4,. , i 11, , , a r . A li ` .S s ' ' f ) _ _ _ _ _ _ _ _ , r _ r Nil) t.t , t Y - - _ µ - _ _ _ __ CONTRACTOR 70 VERIFY AND COORDINATE WDRK W1TH I. Is V +• ` _ I j , ` - } d y { . o - •_ n, _ 4 " IN I ' a - ^ r '- ' - ' . .. ` . : 1 f `1 T v 4 - , f - r , r - -I N, ALL APPLICABLE ZONING AND BUILDING GODE- °I 11 _ . , y I I _ _ ` _ . I , REQUIREMENTS. J I. .� - I I n I - ' - l . t If I a n t r a I I a - e r _ I 1 - o ' * _ S , I, .I ' , , x b ' r _ ,IN I : Y . 1 . I , CONTRACTOR TO COORDINATE DEMOLITION WDRK WITH , Ik ~, S S , n , J _ I t ' a YA I NEW WDRK TO DETERMINE EXACT LIMITS OF a; , ' r _ z - , I _ t - _ DEMOLTITION _ J ♦ 1. -°br_ , I , • , r l , I t . I N, , I I , , 1 . _ � 1" LJ` " ` t . . ` , _ Yif r N ri T ,' { r _ ,. , r J r - ,` , r3 , ♦ _ t I I 15 ffr� Y, CONTRACTOR TO PATCH AND REPAIR ALL EXISTING , ; , IN ,Ate, i , _ , , _ , - „ I I _ I - Y ~ ,r L , I r J _ r • - I . - SURFACES TO REMAIN ADJACENT TO DEMOLITION INN z ` J I WORK. ^4, a i F' ^ , r : , . > t f r ` v I + , i I _ , .. I - } v " .. , I I ` r . ' MSTY ` , - , A ti CONTRACTOR 15 RESPONSIBLE FOR HAZARDOUS ''` f ' n _, J , r ,. 1 , t , , .. . . r . r _. , - - --- - - - - - "- - ' `- ' ->-_' r I If r ,, . ' S c J _ _ s _ _ -- - _ _ _ - - _ _ -- -- -- - � _ � _ - � _ _ _ _ T _. _ _ _ _ _ _ _ _ _ _ _ _ - -- _ _ • � , _ _ _ MATERIAL INSPECTION, TESTING, AND ABATEMENT ► F I . , It a - I _ f - -'_ - I - J - - iff - . I .. _, �_ . ,..__.. -- - - - -I -- - - _ - r . _ _- ---- - --- - � - - -- - — - - - - - if - - - ° - - - - --°- , - - - - - - - -I- - - - - `' h 4 REC�U I RED (ft!! ` .' i + ,n i if ` y + r ' ` , ' e _ . , . r r r , r ` .. ` >' I > , ' � -- - r - • i -_ _ -'_ _ _ �� i IN j+ -_ _- _ - ' , 't'r I --, . x _ ` I - _ ^ '-0 , , 1 . I .^ CONTRACTOR TO COORDINATE WITH OYtt1�1ER ANY ITEMS _ 1-- ' - I / - . - - ' _ . _ _.. _ , _ _ , - _ _ _ _ - _ . . . - - __ Y, _ .>~ _. _ ,. _ ., r. _ _- __. • __._,. . ..- _, _ _ _ __. .il_ - _ _ _, _ __ - _ ._ � - __, I _..,_, _,_ - __ , __ . _ -_ _ . _ -_ I _ - , - - III- ft' _ - TO REMAIN OR TO BE SALVAGED , I - -,r l. 1 , NY I , I - „ . - I " ' I _ _ __ _ _ _ _ _ _ - - _ _ � _ _ , _ T __ • - - _/ . _ . . _ _� _. —;_ _ _ - _ _ - r - F - §J, i/ / -/ / / f / _ _ / / _ _/ i_ % _ _ / _ __ It / - / / , ' SEE SPECS FOR FIRE RESISTIVE PROTECTION r I 3 11YIf Nit . 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JA - n � _ /!_- .. - _ � i'<.- -/' f t !/ / / `- / I / Y / ' f� JC _ / > f / .�4 / /- � _ �J _ .. _� _ /r... ._ / / _ ../ . / _ -. ._�_ _/_ / _� - f / __ f _ ' _ _/ /f - _ _ / / _- _ '_ - "'- - f - - _ J - / - - -_ _ - - / ' - ' - - � f'- / _� Q�Y . / rY . �/ _ , ✓ / f _ WITH SNOW MELT TUBES ON ON 4 GONG 5LAB ' a ` ` ' ' • r r RI i t COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE Q f, I Ira' t ` � i ` 1, - ' ' 1j - - - - - _ _ _ _-__- - ---- - '— - - - - - - - . - - - - - - — - - _ - _ _ ow _ , I • - ,, � _ - , - , : _ _ .� � . _ ., -_ _ ._ -- _- -- - - - _ _ _, _ _ _ _ _ _ - _ _. <_ _ _ .- __ .._ _ __- _ .. _ w- - -� _ _ w ~ - __r-�_ _ _ �T - _ _ r - WITH PLASTIC PAVING EDGE RESTRAINT SYSTEM. �I MONO Mal ,f+4 ,•• ' t If •a ' f t' l " i I r a 4 a �' ' , f I 1Y " r — / f tt i , P3 EXISTING PAVEMENT TO REMAIN PATCH AS 11 Yn4 `.. I , , I _ , , t 8O ` � _. I I NECCESARY DUE TO DEMOLITION AND NEW ' "It I - r' e , r < ,. . _ , � ( (Elf_ - J CONSTRUCTION � m Sof ,,,j it I r , " - ' _ '' - ,� } z , eF I ( _ � .. . i -x i IPfi ' . J� } » use ( � _ _ ' x-a _ I _ - _ - _ ! IF ^ ° T T i n ' , - v + , r _ . ... - -'- ' - I ! 1 ln, `I l.T..x I , ,. ,, ',e , 1 e e `"'t -t , , I, ;< ° - ,, -. EXTERIOR WALLS 0. 0 �' . ' ` I r I y s , f I I 1 ' , �I , , ... �_'.' _I 14 .1 FiIN H _* L y . > `r= 'M.4 _ -1 L `` ,` f t -- aI I'IJ ° _ ' .' I- -I*--_ -L ... - , 1 °f f i I i `r 'If < _ I - `i . WI - 6 " FRAMING 5TUD5 WITH FULL GATT INSULATION WITH 'md , , e a ' - _ c a e % ea _ -'I�' ) w ,aw ,='. s > 1 r. I _ar�ri ter , ' i LI t ....i, - - I, _ k:J, t _r 1. f _ 3 . rei �)'nlr �� r � a ti 11 I I - ' < t ' ~ i } a ,x`; R , ; s ,,, _ -I f a ,._. . _ I 6 MIL VB WtTH 5IS " EXTERIOR GRADE SHEATH1NCa WiTH } t i � , I' r If I J I I ' � -.- r' C i WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED LL F=. - °` - ` ' N " ,` I GYP. BD. AT INTERIOR. J 41 5 ;.. t + < . , L J r s f r r r it y . ' , �� _ _ . _. t 'cc ,` - I ,1 _ , ° ' , , I .5 _ , 1 ` , . . a I W2 - 8" WALL W CTH RED SANDSTONE VENEER TO MATCH , r t" .^ . r ° r It t - - '`% f t ^11 IN A -• L j/�' _ ; - E/`C15TIN " ALL EXF05ED SIDES, 3 " RED SANDSTONE GAP �11 s r I , f i ON TOP, WITH METAL RAILINGS MOUNTED ON GAP AS n., - . , , . _ I tt_ , t ,J r ,T , , _ , ' , > - I . - - - t . _ _ .._ � . __�. _ _ _ _ » , >,_ _- ___ _-Y a , _ _ _ - _ - - _ _ _ - - _ _ _ _ _ � INDICATED ON PLAN.NY 0- . , r r . 1 ; I III I - - - -ANALOG CLOCK, _ I . . _ --- _ ti ,. . _ x ;_ _ _ _ _ WI H AND TONE VENEER TO � .ft;- - " - _ - If, ED ROMAN NUMI:RA if ' y I W3 8 PLANTER WALL T REDS S ;j , ;� = 1 . ' ' - " (GA HALLOW ) X TI i MATCH EXISTING ON ONE SIDE, 3 " RED SANDSTONE GAP � . I ' ' t . - , THI MAY BE W-"1 , ON TOP, HEIGHT AS INDICATED ON PLAN. , _ ° _ . I - _ I t ` " I , " • , , ' - r U PAINTEV III ! � J't Ir ' r rl 2' f Jr e w r . - , + 'I r - v ' I - . / ' ` w " ' I 11 . " r r ` t , � I f ' � ' , I ir Y,i, t ' , I , _ Ap r ° , J _ { I W4 6" FRAMING 5TUD5 WITH FULL BATE iN5lJLA710N WiTH ,' t' N, ' , I, • a . , A, , i r - ` : - a G vin ry - � � : 6 MIL V5 WITH 5/8 EXTERIOR GRADE SHEATHING WITH - ° I w' . . k4� et bT` a ^/ ! - + " ` ` r ' _ +L ' , • �. ' 11 mt= - ' I f r If '� 111..1,/ ' ; ° '^ r : ; . ' J PATCH EXIST_ ry ^ ' b / ST�NE . VENEER 70 MATCH EXISTING WITH PAINTED GYP_ t . ANDSTON vIi VI V _ ` - ` ` I ° STUCCO. A5 " ' , I AP, TYP, I It _ Y 'pI 4 BD. ON INTERIOR 11 l y .l s`' - I I ' '!. v , r n I I " if ` 1== �V ` ^I � . . � 1 t 4t r « ♦ , I Y u ' > I r_� .. Ir x s.-..a: - ' , , . `n~ ... a `J ,l,j is ti,.I .: tll , .a - ._", _.. _- - . ^ t �11 11 I - . s . , I . W5 E+" CONCRETE RETAINING WALL (NEW OR EXIST{NG) `�1111 q I WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD Qs cO It of I Ia . r t '! f , r u ' f5n f ' i '` _° � ~ r a ' - �T. _ ° 's r IN « ..r •NI I, t r ` . . I ( == ` f f `" - - - I - STUCCO FINISH ON EXP05ED SURFACES. �, ,� , ' =' PAT,I O LEVEL -- ' " , : i ''r;.;= ` _ - = _ -- - - - - - = - - - - - - - f y " ` ' , I _ I 45'_ci " , • • t° ,� .r_ ,. � if _ _ _ `, ,, ._ r -_',<;,I f,� �.' 4 3.� _ f W - a " GONG ( ) AM ja a * ` - � J , 4 _ 6 BETE RETAININ�� WALL NEW OR EXISTING IL fIo t .� ° r ° - ' ,. . + ♦ It `{ - �`. . t `,,°.._ ' rvl 1 ti\., ' t a tr b ` 1 } '' } N. ," ` ' ` � . t I t i - } a ' Ili, _ ./ } =; W TH 60 MIL L M r< wt < , � : a, _ , l ME WITH RIGID DRAINAGE BD WITH r, Y I WT I _ a _� __ - rt_w .. . _ r` _ °- I - - ,- t f I - ` STUCCO FINISH ON EXPOSED Sl1RFAGES, 3 SANDSTONE "r t' 1 • I . « r < I Ir ? - tt d " I t-- 9 • - i , - r + f w, s , ;- ;. � 1 ,, GAP ON TOP, HEIGHT INDICATED ON PLANS, r -. n ' I , q I , 't t , ,- . I J { € r" � " �I,, ` t -1 � T a �3t '�`` / �� L ` of -h% t -� � I I 1 r - u " - , w . < , `t,. ' I ~ t .' , I r ' ... -- � ( ' I _ 1l } s _ Y1 it .s . � ' y � `fit It tf "ilf!f_f r r s " t r y 9 1 ti` , ar _ • ^ >. q •_ r ' ° s r r �� }_ 1 - - �� '. ,,,.,,' 1 mil ._♦ n �' . _ - - ! .. - 9 r ', - - -- ' f ti . , ` W7 b " FRAMING STUDS KITH FULL DATT INSULATION WITH jf �y �°3 s r I I - ^ ,t .'y -_ r J 3 , • " ; : .�� _/ ~� ,� -'• - 311 RED 6 MIL NB WITH 5I8 " EXTERIOR GRADE SHEATHING WITH ��. " `��IN ,f - _____,. _,. _ _ __ _ - ^ _ " - 0 i `i '', i; SANDSTONE If I ,_ i {^ STUCCO FIMSH ON OUTSIDE WITH PAINTED GYP. BDr ON ,Q. :t �..� , , s OPEN I ~ f` -INif f. , _I � GAP TYP. i ,IL '� INTERIOR. t»Y ` III'. ` r ' I ' r r A r ' Ri I I - ' ' ` � _ - • ' r , I A ' ' ism_.. _ � I a...-. � x`it -1 + `y".._.-.. 4 ' a L .;�✓ ' It JI1 _,.>• - I _ . u _IN e _ _ N ^' w' `' 14 N 11 _ W8 2 HOUR FIRE RESISTING PROTECTION REQUIRED N. 3 sl f , , 1 m' rl INTERIOR PARTITION, MODIFY EXISTING GON5TRUGTION AS NfiNfIr`r , .. 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I NEGGESARY DUE TO DEMOLITION AND NEW 3; < 1v ' J I ', A ` � 1 '9 } " P '•1, ,r _ - ,v I,ItV ffV 9 . v sb ay _ ,may F ^ - ziti - ' .. _ ^. Y Y., u _ � _ - - . -. - � -. an .., _ _ - - ___ _ _ _ _ _ r > a ,I ', n y ,, I ,I n " _ i. _ ., ,n, .._n.._..-w'_. _ -. - EXTERIOR WALLS . 0 > .1 , - - - _ - - I - - - WI - 6 " FRAMING STUD5 WITH FULL BAIT INSULATION WITH ^' Q I I or I, I 6 MIL VB WIT'H 5/8 " EXTERIOR GRADE SHEATHIN61NITH t,, , > ,' , �, , ' , I . ' ', _L> ti,_', ` ' If r = ' r I , , I I , - - , . 12 WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED ' I _ r 1 ' 6 GYP BD. AT INTERIOR V'11 j ' K S r . y' " £ 'r , 3 , . 1 _, .r•I- __ .,._ ` _- - • ( _ :._ - _ . _ ^ .._- >r I ' ' r #t � xr .f it II I _ , _ t _-- __- _ _ _ _ _ _ _ ___ - _ - _ _ I W2 - 8 WALL WITH RED SANDSTONE VENEER TO MATCH IM" - _ � _ _ ;" ;; - t - r , _ --== .1 . - ` It 1 �` rt\ uT / O^ J , i/ - T , EXISTING ALL EXPOSED 51DE5, 5 " RED 5ANb5TONE GAP �st� >y ' ° f. I ' I - _ 1//_ � �. r - j L �y I ON TOP, WITH METAL RAILINc:S MOUNTED ON GAP A5 a ' _toi� - - Y - - t - _ . - _ .. -_ .� - - , I, - ,- - ^ INDICATED ON PLAN. 1 Via. , ' u ' y t I I ' t , F • I ! A v I J , 4 - " . � ` ` ' y 1 I - _ i v if r ' I < 1 " r I • W3 — f5" PLANTER WALL WITH RED SANDSTONE VENEER TO I / ` _ v ( �, 1-.. -. t_.. .. p.'_ ... - _- ^ .. i-__ .._ ^ _._ .. —_ _�� -+. w^.Y - r .. 1 +.... r.. _. " -n_ ._ ..._L .+rb - „ - ._ x- . .. - .... — II r_ .. _. _ .. — . _.m _ ,. � .. ` -,. ..a - r - - a . I . - > rv`11 - ' ` - ' < "' , 4 ' ,• I x . I ; " <- . . i,£y' , ` , ( I , , - - ; MATCH EXISTING ON ONE SIDE, 5 " RED SANDSTONE GAP . . ,'jit ti I I a � . ON TOP, HE16HT AS INDICATED ON PLAN°'f i-, ,s . _ a , . , a e . , x ,' - � I ., j ", ` , , r , I f , , £ ,; ^ I , , , r , . , _ ___ _ _ _ _ __ _ a ` I I W4 - b " FRAMING STUDS WITH FULL BATT INSULATION WITH , t < , "tpl d _ =� _ a - ` ' - _ --f,- -T-'-`- � 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH a - � `� fi 4 4 ' - " A ° I > I^ " - ' - ` - ' ` - , ' STONE VENEER TO MATCH EXISTING WITH PAINTED GYP , _ 'I. ' W7 ; I ' I , BD ON INTERIOR.'th IF _ r i • �f. t t If , > I , . - t if 4 ' I k - ^ 3 W5 — 8 " CONCRETE RETAINING WALL (NEW OR EXISTING) , , I I _ - M �,_ _ << WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD �� ®F Co` , I m ` STUCCO FIN15H ON EXPOSED SURFACES, i "; - ' , i , r -- ` ' I `, f° % - ' I 16 OZ COPPER ��, i .. I n '' I _ G n i ~ r I . - —I,._,� , ", < f . , , " ; ,/ ^ t ` , I , ' _ , , FLASHING @ WALL I 11 if vi r l a _ I �._ _ , t •�•� , STONE cAP TYP. - W6 S CONCRETE RETAINING WALL (NEW OR EXISTING} ! LL I I _ _ - - WITH b0 MIL MEMBRANE WITH R161P DRAINAGE BD WITH I � -- _-. U , _ _ _ 4 - Ir I I . r _ I _ _ _ _ _ _L__ _ _ ;r - - - Y -Y ` - y T, PATIO LEVEL STUCCO FIN15H ON EXPOSED SURFACES, 3" SANDSTONE I _Itc ,! _M I ^ . _ > - I ' JY , t �, It f I x}I- GAP ON TOP, HEIGHT INDICATED ON PLANS �, 1, 4 U ?i v i , , n > r , . , t - I. , `. - / i ."I t1 t' ."�` J r ..�-'` i �r a .' ; .. \ I , A{>� (,��ti ° I _ r - ' r I , , ' ' ' ' ' I - ".` �- ^ : # , If.1 I " I , , ,~ -` ' t ` W7 - b " FRAMING STUDS WITH FULL BATT INSULATION WITH �., " '� , It I' 1 r f '` r Ir `I 6 MIL VB WITH 5 8" EXTERIORZ GRADE SHEATH '( � ( • 5 `" A . �� ' r%s' ' I , il � t , , - f4 - r _ ' r _ , e a . , _ d , , ^ , , n �, , ..- x t { - -1 _ ii �e ! ' ,`.''_1 `i •I 'I `/„` • - � ( ~ � `"! a a ^ ' / 1NG WI - tdf,r �Y 0. 1 � �f , < : , a I xlwt �" 1 " _ _ • I `f -- - ` ; b STUCCO FINISH ON OUT51DE WITH PAINTED GYP. BD. 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' _ „I' .., e f . , y: e' - .f_ « r" •. .'Iak o,- r�,> s', a a -F;n:>,. a t ' t :,%'^ i w s s.Y' , rr ' ,f> .t r c "t 4 ri s „Fi'.' 4' I :4t.v t CE•;/ `;r : `I'- rr s-.t.' `. A ,�rnR a Y':r i1';F � ' k,,.,nl'•J-,r a9I 1 , k'JS * !�'i' d • d� 'r 1i SF' f' ` d.r�(� r , s'yte``. p fi�4l e'}b ap , Y ' a Y ,J - ` ` ' _ 1 . , ' t"' _ t f r , �r .r, vrn. r , x �, ,. .. t ' ,�r ><�ry =�: y„,;�x,. si : > £ ,�r > y ” " r: '" _ , W8 2 HOU;Z FIRE RE515TIVE PR07EGTlON REQUIRED . v v It - 1 ` i I� 1 I 1 ..f F . 'f n r , i.±' rk " i t f r .�*rr.r .s r`h' ��` .xa ' 't'� PNS ;.,. , J F ,{ 4 y ' r "{�. k -r' . . wa P,� r way "r;* . , , I , I f _ ♦, x" I t "-sw .i A�,J - T �„r. a 1 . ! s ,'f- ' ,1'2 .f8f , �. r. • r.1. : � f. , tiM.lr +.>rPI{ '"i> {,I� r. , ...tr l,' I. r •; .«p.eJ } .,:„"'ri JS' ! ' `L ' , . I . , I I :;; -{ ; _ , I _ I `- s $.Y. ku . _ :' = - ,. > • _, I :. / * , <� . < .M : e ` -4: ' ;f” ; r I i.� � ' ' J' INTERIOR PARTITION, MODIFY EXISTING GONSTRUGTION A5 - , r . I - , . I. , r v a ` , + , t r `y , I _" 4 t"k r, t •"%>* r`, s, a". ,n .a•` `h :I,4 ,,. i 'w , I i: ;; I , r„ `elf:'j , " ?� REQUIRED BY GODS ., _ ` ` * � ry„ 11,� y I , - - I �; t 1 , ^ - -I .� w' :';r' �` °J:� ' I _ W4 FLOORS REVISION 4- V IL' � ry r r � It _ ,�.`. , ii 4 EXISTING GARAGE - p If', • ,. ff ".i. f rr t1 1 # w F d l (4-2-�l) , c ', � a Y , ` It - { ' I - - I, �"; I' ` ; :, STRUCTURE TO REMAIN - 1 I FI - 5/4" PLYWOOD ON STRUCTURAL FLOOR FRAMING s - " • . , I r I . - I f I ` '- 7 7=1. I % 'Y `<f ^ _ iv . I s - I SYSTEM WITH PAINTED GYP BD ON 1/2 " RESILIENT t - t It I I ~ 'it - - a _ ` • GHAN I, ;t t °' J I ., ` ,� " EL5 ATTACHED UNDER FLOOR FRAMING -, - ' - v f I I = �It r,4 .. GARAGE . Ia , DRIVEWAY - , x .11 11 „D - c 1 , ,, I n; .. I., �~l I .. I _ . f, ; - # _ > . n F2 — CONCRETE SLAB ON GRADE, TROWEL FINISH, MAY rJ ` I RECEIVE ADDITIONAL FIN15H SURFACE.11^ ` ff , "I` I 'a r ', ` , f ' — ' I, , .N , Y - I — , I, . . „, - _ , - - , ` ;€ , I e I _ I , - ` i ' r, I . . I - ' I I { ' - ” I �� EX1-ERIOR ROOFS I I , , < it C� I r T'I ^ r It . , t - I ' -r - _ ' `- , - • ^ _ :$ r - RI — CEDAR SHAKES TO MATCH EXISTING ON 5/S " > "10 n _ �t I I _ - , I , " �7 ` ` It t - ^ _ i ^ I, A ° r . ' . , - I I ___ ' F I ,;_ _ 3 PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER% GARAGE LEVEL ��>. r y.,r , tJ w<-. (FLASHING AND COUNTER FLASHING REQUIRED AT ALL I if .I t C,, . ' r I n t _ . ' k G ., „ , ' f '4 f—�l' " I SURFACE CHANGES, MIN, WIDTH AT VALLEYS TO BE 4 '—O ")fil Fit 30 —D if ' �rI A ' ~ - - ` - -t ,i ' i -» ' R" — 2x REDWOOD DECKING TO MATCH EXISTING ON - ' =� , x I - . I t " "�7 1 REMOVEABE PALLETE WITH 60 MIL MEMBRANE ROOFING if x ' I 1 . . I 5LOPED TO DRAIN ON ROOF 5TRIUGTURE WITH PAINTED ' . -I w " • I4 - - a I I „ t ., I I v e i - Ii I f" ,. 't , - 'r `' - l s I Sri ' FRITZLEN � � a , _ .r 4 ` i _ k- CI .� GYP BD ON I /2 " RESILIENT GHANELS ATTACHED UNDER_ } ;i m I 1 - I \'`I Y . - > I , < ROOF FRAMING `I I` III ` f ' - ,> _ «, I t � , ' , ,r a r I y . _ I - I P If t . ' , ^ ; I ' 4 _ , R3 - I b OZ. COPPER ROOFING ON 60 MIL ADHEAAARED ,l I > _ ' I - „'" MEMBRANE ON 3/4" PLYWOOD WITH FLAT SEAMS AND 11- n , _ r a I - - - ,t� ` " � , CLIP FASENERS AT EACH LOCKER DIVIDER. S t •- � _ T 44. �Cn� f II ' Ia , tk • _ ` t A , I t rr t rd3i , I t£ ' x `. to r � 'r - _ . I _ , n a r - - i - ; ' ,` I � -. f f a f ` - _ 1 - J w „ � „ + t Is :f Y I ,. , -, a 4 - t ^ j I t s '/` F a ` ._ , r ' r _ , ` , I - r ., r 1 < ' f 1 .. r I It qIt ♦ , t 1 ' ' ! " I i I 1, / ,. ` , . , t } It , 4 ). `. ` ... 4 f , I I , _ I _ s v I I - I I I _ I _ _ ^ f ' a> a a. ' > > . / ' < f . - I y 1, y y / ,' ' . 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" r .. « r < t , _ , , t , , .. . r I .. - - DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE ^ } ' x t r _ DISCOVERED, PRIOR TO COMMENCING WORK RELATED el ji P � „ if N , . 3 TO THAT AREA . ,-IN it ' " 3 , ' I ," ti - 1 ; r ° . ` r - a I, I • `r ' r , - I c _ ^ t ' - t, I « Vl I r r - ' ' _ 3 I, i CONTRACTOR TO VERIFY AND COORDINATE WORK WITH �� ' ALL APPLICABLE ZONING AND BUILDING COVE _ , ; et , , < , s r 4 ` REQUIREMENTS. _ ' - , F- 1 ,♦ c ' , ` ,ar I ♦ , , = i , - ,r , 3 , ♦ Y S n , I I _ - ' _ , , I ' r _ter � `V 6 . r y I tv _ . v P , , ^ a - t^ ti e I I a r ' r e y S ' ^ , r _ ' i I � _, t „ a CONTRACTOR TO COORDINATE DEMOLITION WORK WITH 1 _ _ ' I NEW WORK TO DETERMINE EXACT LIMITS OF f a -'a t - ' I _ I I._ I DEMOLTITION. , n v - . � 1 _ n , 1 h , r r . , , S MGT '♦ s , e ., r a O " < i + , , _ y - , % � 5 , , r - � ' " ` CONTRACTOR TO PATCH AND REPAIR ALL EXISTING i ' 4 , ,it, � ,,, � t r , , _ - : „ f i x " , T Y SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK - ' v^ T Y x " e r J , , , ' f ( a - r l l ti . , x a ' . I , _ I v ' • , , �`' Y 4 . Al , ' ..I J, CONTRACTOR 15 R1=5PON51BLE FOR HAZARDOUS 1 G ,Y t . f A ' ! j S x , ` , - I r .. 1 Y , e - , 4 ` 1 ' r ' 1 k ; I , , r , K , , MATERIAL INSPECTION, TESTING, AND ABATEMENT IF IN f , `11 , I . 4, - , ,_ ' . .' Y - , + ^ ', _ _ a . . _. _ REQUIRED. _ ' _13 I , , , ,' f " , , '' ' - r i , ` � r r CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS G , ' r . , , , , _ I � s TO REMAIN OR TO BE 5ALVA6ED. _ - , SEE 51'E05 FOR FIRE RESISTIVE PROTECTION REQUIREMENTS FOR NEW AND EXISTING STRUCTURE, t ^` " 1 rlf I Y , , a r } n ,4 A, . , I � . I J r- ;.+ T l } , ' u / A t - ' - I t /� (/\� _ ' _ ` - . � + It ,I - J . _ , - ^ `, " » /, °- ♦ . a / '- r` . A , , r G v ` f < ' a - �I � ST NOTES v J " un `Y' ' , ' A ° W '» -1, 1 .Y ^ ' +� . ` ` N, ' r v ' ♦ n • i r ` , a - } A " v' f i v r , } ' e - 5 e _ I ` u - ' ry a T r r .n - - : ; - rk - - r I EXTERIOR PAVEMENTS , cm 1-- . If Ile t " e ' ' v v . - ,u , P a » r I L - I ' ° , , `' - a 4l' GRAIVCL ON COMPACTED BASE, ADD SNOW MELT D ON It I If r , _ " I , t r a - , _ " , , I > � r .N t ,Ii - TUBES WHERE INDICATED ON PLAN, SOLDIER COURSE AT W' 'k ..l� ' lk , n ' a x r , i i v , { -. - 'n I _ I � - 1, ' ! f 2 PAVER EDGE WITH PLASTIC PAVING EDGE RESTRAINT L�.I (0 i" ff . ' I 4 A . . ° , A a I �3 _ �4 I SYSTEM. ® ter uj r e .e I P2 BRICK PAVERS {SEE SPEC) ON 2 " BEDDING SAND J O ' _ in �, ' M ' k L • , It I I " ' t „ - ' M i t_6 ° 3 '-Ott I 1 `-b " COMPACTS BASE, SOLD ER COURSE ATSPAVER EDGE ` j. r It, J Cc . , . r to,. ` , E a . e, ♦ a - a [� IV tJ s r, ' ; " ;` ,• ' ° , K ar " ' `r " Y � ♦ _ . I ` ,' ` ' ' � , _ - , , , ., _ , , WITH PLASTIC PAVING i±DG1± RESTRAINTS`(STEM r , J O G.A Gi , , i,' , _v fee r - r a .. r xr r e. p .d . , ' , , ,i , , - - . _11!_ Q +- A r. _ t Y4 P3 ' EXISTING PAVEMENT T© REMAIN, PATCH AS I.I _ NEGGE5ARY i�UE TO DEMOLITION AND NEW � � �IN` �° !^ a v , » l4 - A ` . j tV' ✓R µ ^ e ... . ^ ' `' P . 1 . Y r ' - t J l ' p ' ' 1 ` Y r ' . ,. r a ; M1 . r ,., .,r t I. I,n4 _ _ < - rd _ s nif w 4 _ , , , I _ E ' c ,` - F / . - _ - s , " .. ° , - . - . _ , - _ 3 � + � I I .. CONSTRUCTION, X + j1m..� y[t . „. Tt ' , � _. x ` f , f . ; , . , , , T , A „ • n . y '' Y Y , fi t" 1 , - , '� ,� t 1 {~ ij r, t w i P e '» ��Jj l` �. i r ( 1 1 , _ , , ' _ 9 < « .-.-r.,,.. _ I--tom ,-;`l _ l �.-1---Il_ _t..."If f ,•-__• _ � I'lli ,. 1,,•--"''� ` i �.-� ! :_ ....,� 9-xvtrt,•!_.-.y, , ° 4 r _ I ° 6 _ I . . t P , _ _ ( I t I ; 4 _ _ EXTERIOR WALLS • U 7� �: - ' ' I r , _ ` _ , 1 , i ; ' . ' y _ ,t . � A t kV- :, _I . . ; I 1 = .A, _ � i t , _ = t _4 WI — b " FRAMING STUDS WITH RILL BATT INSULATION WITH '�INN,;. . , > : " ' r r I X 6 HOR , � ' 1 } i, _ i_ II-� ._a_ _ _ rn ?-. t_ _I , -� I-_�.,.. : _ 3 _.. • �., x_ _ t �. I I - ._ k -: .. I _. Fi MIL VB WiTH 5/8' EXTERIOR GRADE SHEATHING }KITH l I I A 3" f ? ` Rl = WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED F� V` I - _ - G ' TRIM - ` ° i J. I 1 � I I � p a , t III ,. , c LL I „ , -. �; ; '. « t µ , .1 1 'i , I . r ' I L L I ` I, ' `f r .. r 1 S . . 3 I. I _.r. 1., _. i j n 1 , '4 •d t ..f -r P 4� 1 `,' ` ; *.-� ' ''- »+ S ^. �. : 21., -' f ...3 r. 1 e � . r r ' / ' - ,I, I 1 I ± GYP BD. AT INTERIOR. O I = r a Y r lXbVER7 rf , - ' i ' j ' I 1 0 f . ° �1 _ °,,. I _ ' *` - t \ _ - ` y , t . , y ,_ r. TRIM - I i . I` ' l ' t I I l` I ' I M1 x` t 1 — _ lr .I.4 w�^++_ >�... �. f t -,. ,d^a L.. t ' is „± k i j( W2 5 " WALL WITH RED SANDSTONE VENEER TO MATCH 1 ' q ' o t ' ." ' , " - 1 G . , , ' , . , w , . , ,. , b �� , i I i k 1 , t ! f t - F ' r '- I E C-X15TlNC� ALL EXPOSED SIDES S" RED SANDSTONE GAP > zI,' ,' ., I `` ` , • - ' S a • : n� v ,11 Jr. 1 -_ E j' ` ' lit ' ' ' ' ; ; 1 ' NEW WALL STUCCO ON TOP, WITH -METAL RAILINGS MOUNTED ON GAP A5 � ; AI t ' ' I ; , � ° I COLUMN I i t „ � { ` _L, � ! . _L tipi FINISHED ON EXPOSED INDICATED ON PLAN, r �V 9 I Y z " i, . n , ( r - _ ` ' 1 . s ` . . w ... ...I i a. .� - t. 1 +.. E cyh--+ 0 (I , _ - ; I _ . i SURFACE - » µ W2 Al z - WALL—MNTD, W3 — 8" PLANTER WALL WITH RED SANDSTONE VENEER TO kA Jotllt N,_ I_ . ? 4 , Y ( - . 4 Y Ft ' LIGHT-FIXTURE MATCH EXISTING ON ONE SIDE, 3 " RED SANDSTONE GAP 41} i ON TOP, HEIGHT AS INDICA TED ON PLAN I ' Ar , ,, a: _ ` r I , r ` I ARCHWAY W✓ _ Ir wrti n~ 't *5' Y , Ata v `" ` 0 1 , . 1 ' a ' ' y Y ..f r l e :0 ' ' Y I - X . STONE VENEER W4 b " FRAMING 5TUD5 WITH FULL BATT INSULATION WITH t , `_f II ' I " J ' '� _ a ` ^. V ° I _ ELEVATOR ' BOTH S {DES a b MIL VB WITH 5/5" EXTERIOR GRADE 5HEATHING WITH ill I 1 STONE VENEER TO MATCH EXISTING WITH PAINTED GYP 01 k I -_ t ' . _ < g '; ' s ,' ` ,1 I BD. ON INTERIOR. „ r . - _ � K � , - I I N r V, - ,, .4xLL - b I _ - ` t r by -� I , W5 5 " CONCRETE RETAINING WALL (NEW OR EXISTING) o ` / r k N_ 4 ` �; u ` F, ; , ° ' . �- ;=; t e t. , WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE E3D Q�k III ,~ ; r _ {I , ,I . F� I , , _ ,I ;, .- , Iii r' ` PATIO LEVEL J STUCCO FINISH ON EXPOSED SURFACES '��mpn**4wm 1, �� L „ - tt � a j , ._ __`i , .1tV rIt u- 4 - t 45'-q _ LI AINiNG WALL NEW OR EXIST NG W , . r aj ' r W6 S CONCRETE RET ( I ) > I I - , �-. _ I Ill ^µ r _ i+ ., ; 1 1-�' tE . _i ij ? t lE *3 , s ,; . ` ., _,„ ' .< ' r �, ' WITH b0 MIL MEMBRANE WITH RIGID DRAINAGE BD WITH - ,� a I If> t , , ._ i ` 4 I I t. t r __. . ' . . I . _; 3= -_; a °I -k ,t I ' . *_ ^#ALL. ; • ' I If i ST NE `r t " ,t '3 ', f A `^ • n `,? , , `, ' , n -.s - v ` L ^, i l � iS , Ir. a'i n, -� I. ' i E£ 3 I - r •, -3II f= .� 1�... 9s1 : _I t ..+t t ' lYl '`r� it , r.' � JTVGGD Fl � 9 11 N, 1 , ► I , E.1 _ r,.�� 1E ti, { NISH ON EXPOSED SURFACES, 3 SAND O r � . t - t _ t°=_, h - 1 �� '' I ]t . ; � ,. , ti _ � GAP ON TOP HEIGHT INDICATED ON PLANS, 1' A ` n s .. i , ' - " `♦ tit , 'Q " i - t , _ _ I n - 1, ; - ” . � `°'h..'.,1 I +.,, tIN I � l t' V .I �. 1 _t II . .. 1 ; .._ III , c I , _ a ' If , I L , T_ L ' t t_ ir, I ' � , t , I i, I j i .. ` ` �,•`-,",. I { ,_ i �f, �..� t�s . � ! 4 � .,_, rte..- t t 1 , r w�� }( • - t '� [ t , " , a I - Y , a ' "` , m I , > f.r, ,1 1 : -�I ; , r _ _( , I ` `r . . - t «-' ( t _ .. 'mil ' t feel ` � .tl - 1 't �§." ti _j r% IN ». .. v , ..' t, . I / 6 � _ > r 1 ,� s ' e t : l'^- ... �t t S. , t _ . .-:� 1,, L -11 t �4 � j ,. tY; � (' J. I .{ �.. t .- a.. ` y ... '� 7.7 t _ r - Y - " � � �, t" ^� . sq�,wG,.+ _,._, '�'Il S ..1 �-..� I_ �r 1- _ G ..;.4 ;'-"�' �� ...x t ��N. IT , J, , r - „' - - i r •l j �f 7 ' , i , ° -,yA .♦ - -� , I . 1 3 . , 1z - 1��}'i• ,�. j` •14,3 . Y: F74i' wJn r � T )F 1, ' v'. .T . 1i - , elf " 1 �. / 11 - t �� ' 1- � " W "i b ° FRAMING STUDS WiTH FULL GATT INSULATION WITH ��i A ; - A " �� ro, I I1 4 ,., , y,.,j- _. . >. �� , ' ;., ; +"",. , .1 �,�� b MIL VB WITH 5/& EXTER! OR GRADE SHEATHING WITH � � ?G 1 , „ u , , _ , , ) ' , 1.. 3, ._ -_ . �1. '� =�..r:_n.a,. ' ,> , d f •_ '_ • d r ,� �<i r '' P b„ z id ry n �a a a�T, Y - .. b� ^a4 ' t' eAk`.2'a: L � t ! I /* 5 S ' jf 4 a}"@ " , j - " ( ,, ; , r:'��., a ,� Y � ,rf STUCCO FINISH ON OUT51DE WITH PAINTED GYP. BD ON � — ��1. b ` . ' , t . . s - , ) ., rr , f • a 'Y � ., ,§ Ci" /,: t . F,..T t, _ arl . '" • fS...'" _ r If I r -r '$ "tai f ; , , i° a, e F r.«s y �' k + ` c` i I' . , F ,r ,�. i = f ,A'r ros,° �e�X^ J y,. + sF ^ Y _ ' I I IL" f•, t _ I ,. f S,m .5'41v • 7v�;, SS 4Y . 'i, t f'H y, sI Ti 't F( tI t 5.,,. `x ;. Yi.. 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' r 1 r - _ r , t > . r , _ ., • r I . r I 4 rk;' f y n r , - C7T "s . 1 I"as f o,a " - I „ I _ ' F2 film CONCRETE SLAB ON GRADE, TROWEL FINISH, MAY ar ! _ I a ,i _ , , " � , 7 , J , � ,, rnwi I �y ,,, t t r. y4, RECEIVE ADDITIONAL FINISH SURFACE _�/ P r , , , R . " , r _ ell .,.` _ e - I ' , ` s ' , A _ - _ IA GARAGE LEVEL EXTERIOR ROOFS I If �!� y,� A RI — CEDAR SHAKES TO MATCH EXISTING ON 5/g " jr t t G A I I - I .,n• � y�x Z _�ti } I $D I�D11 , i >• t,n `♦ - , _ , A r __ - I " .r r :,;,'a.*y , t : t., - V fee >r, ,- Y . t - PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER + (FLASHING AND COUNTER FLASHING REQUIRED AT ALL it 5 _ , � ` • t r - r ` , SURFACE CHANGES, MIN, WIDTH AT VALLEYS TO BE 4`-01) Il `> ;' �c ' , , : I I ' , r I , , ' I R2 — 2,X REDWOOD DECKING TO MATCH EXISTING ON , I REMOVEABE PALLETS WITH 60 MIL MEMBRANE ROOFING FRITZLEN , } x I t SLOPED TO DRAIN ON ROOF STRUCTURE WITH PAINTED ,a , - GYP BD ON I /2 " RESILIENT GHANELS ATTACHED UNDER _ ' �, M , . , , K ROOF l=RAMING. 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DRB 3-5-1q 11 JAI ty r ' ` h + I Hk • ` - i, , 1 - . ,- s } .,, : rT - r ) e , f . 4 = t } I a ' 1 w , , „ ' 1 I ' ,. e _ c ' . _ + ... ' . .k .r . ' l , .. , - ,' h M , x _ I _ J 1 r i r r ' _ . I, ° I e ' , . , '' " , I _ r It CONDITIONS AND ASSEMBLIES. CONTRACTOR TO NOTIFY pRE_81D ,3- ID-aq, " ,A, x 4`l ';. ° „ M1 1 l - .r ' 1 '1 ` - e _ ` I , , N Y n - f . 1 ? " I •" � ' „ ` y � x .. Y ! - S '� � , .. T 'I ”, . * ' v v_ ` , A. " '- i 1, ♦ ,. / • , I ` j 1 +• ; - t' ' „ =- , ``. -< , n 3,; - ` r Y + - " ,�' - _ < , , _ - - 4 ARCHITECT IF PROP05ED ASSEMBLIES ARE NOT ti , - - 11I< , _ COMPATIBLE WITH EXISTING_ BID 3-1 ?-q9 - SA ' ` - < , � , " I I 11 4 I . i. ` ' h I CONSTRUCTION �I-S-Q�C ,ill a CONTRACTOR TO NOTIFY Afi�GHCTEGT OF ANY ` f ill , ,r 'IY, I I , r vC I r ' k / r 1 ° . y f4 ' 'µ 1. r - , °T' I , , , , " . ' i s , ' • I _ - y ' _ • \ L ` - 'if I - ; ' / 1 t _ ' _ > D15GREPANGI 5 OR U'�i It I , : I > f, 5 r E FORSEEN CONDITIONS ONCE Al 4 ', ' ° �i' ; ' r I r 1 ;` - ! DISCOVERED, PRIOR TO COMMENCING WORK RELATED „, . , . 4 t - lift 1_ ° , I : - � -1 ' . - , _ - n -' ' TO THAT AREA, r it I ,1 ) I h ' }I r : r r 3 , � A4w , _ Y I , + I { I i s -. 1 , w i � i I I , , . r ♦ • ' _ > I r y I r r . - 1 , n f ' a i f 'try , x ' a - r ` " • ' ` I Al V t .. • , ! _ ' w a 1 (. �� ? � a ., , I ' _ ,. 1 , , _ ."At e- . CONTRACTOR TO VERIFY AND COORDINATE WORK 1NI7H , 1 ! r `r t > r i A ` ry , r [ , rv+ ' '♦ f 4 " I '+ ♦ , r , , , + I , F - « .I 1, A r^ ,r .. , . w - '1 e I r , r i , x , ^ t . ' , , e ` , . , J if,i Y _ ALL APPLICABLE ZONING AND BUILDING GODS ^V r . . 1 V . ' I = - . - ` REQUIREMENTS t ; IL It s '` : "� h r t CONTRACTOR TO COORDINATE DEMOLITION WORK WITH lifx NEW WORK TO DETERMINE EXACT 't. II y _ ` < TE NEE G LIMITS OF ;Ili r , , , , ` , ` - ` DEMOLTITION. ' � 9 � A - _ , . . , . 1 I " ' , _ . - , CONTRACTOR TO PATCH AND REPAIR ALL EXISTING - °+ - _ _ > , ` , t'{ , + _ ' t _ I . T - - . ' If + ; ' - ♦ ` _ - . r _ A `SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK. ' + I ex _ . , ' I - r z " r' ' ` > J r ; ` - , CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS%I , I , _ , - , - , , t - MATERIAL INSPECTION, TESTING, AND ABATEMENT IF I ry _aYY P s a '� { 9 , , .i . e r b _. _ _ REQUIRED. %.. / a'r _ b � 44 _t r _ , 1r) e If r , t _ 4r r i p , - , I I - r - < .. „ • 4 : + ( , J _ - r l I , , , t , CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS i A 7 - I ; r 1 At t I - - i TO REMAIN OR TO BE SALVAGED. I 'e. ix t 1 ^ � k ' ' •- 64 I " ' A I ' �I t t " , � ` A < - J - A ( n ' , ... I t � - + C ` , _ , > " ._ , • � � a lIr" ll '_', "'.- - - - , 1 . . , _ - , _ - SEE SPECS FOR FIRE RESISTIVE PROTECTION ti _ _ REQUIREMENTS FOR NEW AND EXISTING STRUCTURE: t . . (3 41 , . , 1 , - I ., + _ t i , _ SYTM NQ " 5 - - tee i�'. ' " , � n. l I r -I , - ; ` . ' l -r - e o ` ` ' _ I, , r _ _ - U , _ _ , ` . - . ] t r , 1 - 1 , - I 4 ', > ,. A _ I > - I - _ - - I . EXTERIOR PAVEMENTS I i }- - I PI - BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON Z 4 % � � r, `> i> ti,1> I I. ` . �, , ` 1 " i / n / . °5 ' ` r , M, w t ' « „ r . v n t . . ' _ 411 GRAVEL ON COMPACTED BASE, ADD SNOW MELT W I ]' ' _ " 4 - I ., , ' I ' ' k I ' ` - ' , ' 4 , 4 . ° - ° I I TUBE5 WHERE INDICATED ON PLAN, SOLDIER COURSE AT y g W " ` n I r ' ` • / �l - ' I _ I 1 2 f It PAYER EDGE WITH PLASTIC PAVING EDGE RESTRAINT , ui • co Lo - � : ' - , I r :, , 8 405 405 ; SYSTEM. W �11 ' ' ' ' - ' � 8 [ P2 - BRICK PAVERS (SEE SPEC) ON, 2 " BEDDING SAND d Q F], _ 4 x - - n e ' J e r r 1 _ , ,- ] ' _ I, v ' - ' r - n Ilk t J M All ' _ WITH SNOW MELT TUBES DN ON �• ",. GONG SLAB � 1 "r�If li - COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE CC ' } ' rt \} - ; - t , i k . , 1 " A. - ' _ 4 '' „ f .a � . . _ r _ . >` A ' Ir— /.� 11 I 1 I ' 1 a 'I - t 4 rJ 3 -6 „ 1 ,� „ W{TH PLASTIC PAVING EDGE RESTRAINT SYSTEM, J I 11111111111111111111111110 " ., ' - r' 'All w , 1 , . 4 t , , I ,- , _ I n . I I * I k I 4, e J , r 1., " / - I - P3 - EXISTING PAVEMENT TO REMAIN, PATCH AS (3 _ t Ar I ` >" I _ - r - _ i I NEGGESARY DUE TO DEMOLITION AND NEW V i ke` ` ` t r ! 2 _ I _" CONSTRUCTION. t� J I I � 0 :r ' ' I f _ _ 1 - A If�V - " , ` , I + \ r - .,4. .. s ' - r .1 .y 1 " , 1° Jl / , y .. ,� EXTERIOR ¢^IALLS. t} � 4 ^ _ r WI - 6 " FRAMING STUDS WiTH FULL BAiT INSULATION WITH 1: 1V I 14 I 4 i`' ' - \ I ° ' I 4 ' , w c•ye , +, " I I .. . v I t r 4 - 1 Jr ' „f" ' n J b MIL VB WITH 5/8 " EXTERCOt2 GRADE SHEATHING WITH 4.1 e _ - - - x_ ' I _ _ F , _if v WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED ~ LLj4 < 'I ,: J r n f r t - ; , _ : - r . n , ? ' _, , k .-, y .. I " > `, . , , , _ . ; I - ,� ' ` _ . I - 0 ` ° ( GYP. BD. AT INTERIOR ` O I Ill At. ' , _ _ _ _ , W2 - 8" WALL WITH RED SANDSTONE VENEER TO MATCH 1"' ' EXISTING ALL EXPOSED SIDES, 3114 RED 5ANDSTONE GAP L>C ON TOP, WITH METAL RAILINGS MOUNTED ON GAP A5 , /a Y .+, + = } .. _ , s` ' ' _ _ • y r , * ' , i X b HOR" - ii J,w ^ ` ' _ , - TRIM INDICATED ON PLAN. - ' X - ' `, _ ,. . " - . ♦ Y 4 I X b VERT I t 4 - " ' ` ^ TRIM W3 - 8 " PLANTER WALL WITH RED SANDSTONE VENEER TO I, v MATCH EXISTING ON ONE SIDE, 3 °' RED SANDSTONE GAP r . _ I - r.q;:;:::::::::::z A " 41 - _ . - ' I k ' ' I 1 � ON TOP, HEIGHT A5 INDICATED ON PLAN 41 I . ' IA A301 i 5 _ 8 X e> W4 - b " FRAMING STUDS WITH FULL BATT INSULATION WITH _ _ N I., COLUMN } i il > ' f V4 6 MIL VB W{ TH 5/VI' EXTERIOR GRADE SHEATHING WITH I I _ � T " " _ _ I STONE VENEER TO MATCH EXISTING WITH PAINTED GYP `=� T. - ' . A Y s e I > ' , . ., ^. 4 °` I I « r ' , - - i n f =. _ ' .I • .�� l At tw 4� h4 ^ t.' �x.� i - �{ A, I � > t a NI s BD . ON INTERIOR.— T, ~ III - ^� t(_ —\ I s t W5 - 8 " CONCRETE RETAINING WALL , (NEW OR EXISTING) : I _ 4 _ _ _ • I WITH 60 MIL MEMBRANE WCTH RIGID DRAIN \ , ' , . . I , r 4_ il = I AGE BD I I , / II_ f'^ �. r ., � i 'c' � , 1 , + PATIO LEVEL� 111111111111I' .,� r- � r I `;, , STUCCO FINISH ON EXPOSED SURFACES. it , '-� > e # " ♦ I' J . f r , ' r , - : ` ' if' - .. r + + i . -. 1 t 4 u {,� ..f { 1 45 '—� 11 v t A,fr I,�,. r1 ° . ) �' : ` �`; ;. ' .. ' `,. jf Al. , ''-, ' , , .- W6 - 8 " GON TE RETAININ WA ''t ,,. , ` Y , 1 GRE G LL (NEW OR EXISTING)lt,t ' � - ' ' t, '-' , , - t . ' `r x ;1 �' - WITH 6D MIL MEMBRANE WITH RIGID DRAINAGE BD WITH i VI Q Ili - - , l l, I �.. irw_ » ,. _ „ - . STUCCO FINISH ON EXPOSED SURFAGE5, 3 " SANDSTONE t - 19 7 r ' Yy yr , . � : �,' , � _ _ Fn, 4`i• .�;-_, GAP DN TOP, HEIGHT INDICATED ON PLANS..11 Ir'` - ^ ' .�_ , ! -lL ^ ` ` - ' Y ` r - , . n r " { e i Nye }^ . \ ° J§_`'yY IF i f• l 01 �{4, � ] i�:� `��T„ ° . - ) 11 e .) 1 e �V� +III + k _ _ ,, f tr .� I ��,,` ,� _ W� - 6 FRAMING STUDS WITH FULL BATT INSULATION WITH Kill( iff IF i~ ' _ �} V I 6 MIL VB WITH 5/8” EXTERIOfi't GRADE SHEATHING WITH 5 � ® � \� ' ' r `�` i ate, J 4 > . g. . tc 4 w Al t, > u ' . 1 E I •_•_ - ! ' ' � 1 -• � r' -_ 1 4 ' n ` Ir - ,, „',� A STUCCO FINISH ON OUTSIDE WITH PAINTED GYI=', BD . ON I 4t ` _ I, t ' a a I Al I A ” , { e It y „ , - , I ` ii` Iw.. . " 4 \ •• - r I - A , _ _ li_ ; I �. ...r-411 - - _ INTERIOR i l .} - r ♦. ` t k I �'- ' r , , I ` ` , . , t ♦ rt ^}JI �� r^ `, _� r• \ • - w , ' _ I , ' ' I `, G _ ` ` Na - 2 HOUR FIRE RESISTIVE PROTECTION REQUIRED It '' - ' t - , ' ` - Il - , <, '` t 11 AI t 4} > _ i . f , y - n 4 , . - I - . .',,Y t , . q ,�, ----_— �' I - r - .1 . _ ; M-^- _- � r i EXISTING ° ' INTERIOR PARTiT} ON, , MODIFY EXISTIN CONSTRUCTION AS`0000 r All ' I J' ` _ J ' , n r • "r > • [ . / _ � 4 ' ' � t S a y` , . , , . `x.. .1 f'?" (' r.nt,.-', IY -..I t `...� � I � GARCON WALLS _ , REQUIRED BY GORE . r I is Ill r J Lrt s e ' " t M ;}F.. - 71 - T 1 1 v f C 4 I, - . Y 'f r - " 1 - 1 :'"'- ell Y ` ._.. .f , I .-' l ( a. ` i t `.J-I I - I _11 _ , - , , ,_ �, r- _ -. FLOORS REVIS)DNS ' 1 ^ + ' ` a , ~ k -J, ` , - 4 f," Y iI.�` �T _ i ' , `/ ~�� r 4 ,i At / I ' ' r " ' ' « I ' » e - � , . . . l - ? , " • w' `4 , j ,. w ¢¢ 1 I -- --r_� y ` _ - ' , — y r r1 rill -- ,, I ) , 1 'i I 1 ` �I Ilt � . , Fl 3/4 " PLYWOOD ON STRUCTURAL FLOOR FRAMING I on _ Y ° _ I IIII o ;' i f ]]]3)3)3) : I SYSTEM WITH PAINTED GYP BD ON I/6 RESILIENT if ,IIIk I I ` ' u ' � - 4 , ~ ' ' ,, i N=YV GRAVEL FiLL GHANELS ATTACHED UNDER FLOOR Fr"�AMiNG ,fl, F2 - CONCRETE SLAB ON GRADE TROWEL FINISH MAY a .171 ,. + � , • J _ t S + ' % : I r , - , , +1' 41 I I � t I ., - Y � _ � , I w r r. , t , x N, Y F, , 1 f 1 1 1 , ` > 1 r:r'r 'Z4 , r:.w.,._f,,I <.+. if I� r , 4 . - ` r `u ^ � I - 4 ,, ' i,PLANTERS II } PERF D IN _ RECEIVE ADDITIONAL FINISH SURFACE f { 1 -I J I L 1 'I r ' ) 11 ` >a ' I r .' .�; . _.:r,,. ' ;;: , � -- -- � GARAGE LEVEL �. EXTERIOR ROOFS ,ll �Cm) _ , .� - = t-� , t f,' -- I I I - ` t ` ' ; v t RI = CEDAR SHAKES TO MATCH EXISTING ON 5/8 '1 M1 PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER ° £ it , 1 5' - r _ _ - ,r Il Al, i , Sri it, t" I j \ _ e I , I '! "I r s , I " , , I � , . ' r « a - ` ' - l . ' - , 4r . ' > k r „ `''Ar 4 -i ,r,_yr n ` � , + " r (FLASHING AND COUNTER FLASHING REQUIRED AT ALL ' S 5 ` 1F4 , _ - 4 w . ` IC f , I _, ♦ x v + , t A _ - v _ . e - „ f 1< r A ° - _ is ,' _ . _ " SURFACE CHANGES, MIN„ WIDTH AT VALLEYS TO BE 4'-011) -in, I . , i r , / , ,. ik i _ . t , _ , I , , Il >Ill I � , wk r I r I c1 a - ` /, , 4 - ` a I F • � ) ` • / r s M- ` ^ t - • , • •f ` , . ` r _ � x 4 L ; r R2 - 2x REDWOOD DECKING TO MATCH EXISTING ON ' „ i ' ' - ° L 4 4 - REMOVEABE PALLETE WITH 60 MIL MEMBRANE ROOFING �' LE II Ilk i If _ i 4 , 4 1 I / _ SLOPED TO DRAIN. ON ROOF STRUCTURE WITH PAINTED ` J , `¢ j.'.I ,* . ,' ' , t • y I - - > 4 , ` =y t r w 4 } , „ - _ V _N I 41 1 _ , _ _ } 4 1 . 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' , , - ° I , . is'nl %. d x fr.aG, .`,°r :'F '. r 's / /» � ../y. �' , iud z f IN, t . r _ a »h %e / r r f'• , ✓ /a'> . Y".y'' 45 c .tb: Fv' 3Y f ' ." r a/, 7 , / s ✓br ' F err- / f 1: ,+ ,3" ,YY II A; .. , ' Y r r1 < , '� ,+ , 2t/°i"x ^f s, /•x'D/ T is $f s , 2ry Y A, 3` - .. r " 4 y .. r Yi. ( "%S, Y'' 2r, s' k�' i 'w'NA LL f''�j� �+ J� �` , _ ` t , �SS;� !'. •%Y "✓,P. •, a' r ✓, ,tom "r '1''1 ni' y fn ,6 ,yr `e;tnf rg. .r'✓'✓ rr" y ✓ �y., 1 } "S,.r / � r,ko4', n �( in; �'•u �, ' 7 V�LL Wi I T�= RED SANDSTONE 6 , 5 y � a.;.' , ,. : '.� ea5i', ��, . D ONE VENEER TO t 1 . t react .e rsF Y L • , /Yr Y'' .lF ry„yrx ,3d•,.u' 'a <`,s F a f, 6,r'! „`sint” r'3Fi £, i ^'Hl , - . - _ :, `-'' MATCH EXISTING ON ONE SIDE, 3 " RED SANDSTONE GAP I, A �� • ,- . _ i - ." „ ' , n 1 .,°.x Ii.. .e womo P, G T A5 INDICATED M ; ' - ~, ,. ON TO HEf H ON PLAN. VA. , } , < # _ f ti, r E , ' - _ o r a ' ..+ _ _ _ Y . , r [ Y� ' _ 1 — li , a . y W4 6 FRAMING STUDS WITH FULL BATT INSULATION WITH b MIL VB WITH 5/S " EXTERIOR GRADE SHEATHING WiTH , T J v ' , 1 ♦ i ♦ .. , L , .. , .. v t ' f , ' J . A rI ) � r it 'if I STONE VENEER TO MATCH EXISTING WITH PAINTED GYP. ,"II I L Y t � •• A a , Yrr [ , " ' e - t r - r u , r t - 1 , _ I , w 11 l BD . ON INTERIOR. I i I ' ' l VN4 ' � ly v > 1 4 III 9 Y _t At N ,r 51 - 5 " CONCRETE RETAINING WALL (NEW OR EXISTING} i Al 11 rIY»'I off I Q F 1 PI i AN WiTH b0 MIL MEMBRANE WITH RIGID DRAINAGE 5D C 1.6 " ° 1 y t ! » ' r ' ., r` , IV , - a Sr� _ , r a - �+ F : t / , t ' - / c 3 4 ' , r ' - . ' " - I ° r _ , } r ✓ il , _ o { a( T t 1 ` ' , STUCCO FINISH ON EXPOSED ' I I , ' ' - a, _h ,,; „ ,, , d ____ _ - _ SECOND LEVEL N& - 8" CONCRETE RETAINING WALL (NEW OR EXISTING) 'ic.ms rj . / . , ,, r a . , s yy ,�i Y' /J'•Y�'/„'r,i /'F. f'' 'ii 4, „bJ ',i'L1,Y"4„4' j,,vr ¢9Y%',3%S�i'1",.,rr' ''r'''�{,i ! .r# ,r .r. 0.„ rf, ,y. ' �,%> ' <N,; ; a.,s sr- •" P:v/, a ,tJ 4 Ore'• 'fy''s ' ..t,'r" ., tKt , .,C;.1 �' I ,, ! i ) I. , , #r "I „5N .,, /�rr ` % ' "',i S , ✓ ti i Y �, N" �, SF.” ,�' hrr p ..,lb. iJ ''W , ,r . Y Y 7i F /�,% rrno y ,.y15 ♦ �� b I , roAn / "f ' ,D r . ..YY ,{, a ,".Nfe iv nb ,.va , f, fr- ,, I„ � ',•" I . "d•.f 4, t�J sy 4' sli� " ed✓, r L. , ii;, r � /.o-° F`:: z�9:. FrIFYry h,.<6h § 'n . :'; C�' a u,,,...� "` r¢i Sr; �'� ,�s "*' lv'J" Q'; rf �' %' is .ny .a ',, r :, ,. , f'r .:. . ,, rM,n,. , . F,' / f� ;�.,, _� , , ,5,',af ,e . a ;�'"n:a, ,.'°„ .4'x:::1 : , 4 / ,,, .< a- ' , , , e, V WITH 60 MI ' } ., Y , n r)+' S£ b, / b d' i l"s„� :"r"w ".1" ,1<i"i ' . , 'r, •b � , ,C ,y r , , , ..a pf'' . , f� b x , ,,<. a� �'��'- s.,"i ray >,,, ,r'�{y�;-,�<t � �/ ' i. ad / ...�:;•.� .'„< .,.x ;�° e,t�'f,N . >','s;,��;:,,. �. I I r , , L MEMBRANE WITH RIGID DRAINAGE BD WITH w i r+ . s. t e ' , �r' r ;4 .Y%'"1' �,✓ .f <, �• 6!l, / ✓, , ;,� ., v /r,}:'�,'r3 , ,., rN- Avr-.., S ,(J'fr i/ r/ >< v� ,� 'f',2 ,.� ,'✓�aPr 4 , en /.At. 4 / sY 'f. , _ te , . f, H "A 3 •' ny., M . r ,/ .In•- :� r.< N' sr `.;y„ ,f , ;,! ,r, ., h I�,f �” �fy" 9 , /i,•6 ...r. /./ . ,>✓ , � G' r _ _ — < , f,r^ ro,e r ' r--. ! e, . „`12 � / rV;' ° ,m'i <- /6 Y Fmb9es 2✓,'y'°', �. , , >,�;,.; £<4 ;° '. c .y,, 1 n a rvs' 3', r ,'i", . .x+ , ' , a w� 'n ., Zi ,./' "s ' 'f'x '�` r ,) +z+ , iu .c< F, _ .. le r '!wlr ;r;< /.r/ ✓ h.,r %:", .rv� �•,wa° f r,.z's oa.., v , +riti,' "' ' "f. .:` " !.•05 ,r/`i' Y' . /.LA 5,,. rarr n � b, ,l. c dn, f; h., ,f;>6„ a ' , sYr a .,F? v" 3 ., i„+? /, rfr tev - . . . , _ + ” r t Y e . F. F ♦ o '.'<A' S 1 Y, Ss" �. ,7; u ' er'OF. �' a 1,,. T ” - tr ' _ . , � c . fv 'f. , T, f , a hi id , / � Y „�eY 'r 9.. _a - � STUCCO I < �' �' .,� ,..�. � , a ;�,,_ , Y;� y�4�=s✓ ...�,7 Y:��: ✓ °� r-.,,. ,3 �< ,.s;; �.� ;r�, r ,�' x ,;; � ,�, Iii Cl ) - { il � I F N SH . ON EXPOSED SURFACES - 3 SANDSTONE + Ill - , t , _ , a _ "y b , b , n" Y ..r, a, . ^l ' wa r it n y„<,nr .e, t a ko a � t ,�J%':�o- ., p at 6 i, q,•:,C,✓y.C` 54„'. Y e � a in .+✓/' rc ro; s'4 ,,, _ STONL t r � L ,2✓ ,<f ,bfs! � �`. .'K,�/ ,°'6.'.e.!. r' C 9i/r.Y'i' , v.., 9 � / J' � „/.f.,s�'J�r ; d, ,. o- 3'f : sf <' , y,,l:�r„ Y t4,., a3 %+cC,�� ”' f'%Y � ,c", r y 'lr , �/y`cr'*r, ., � ,� .ici.; � ! f _ !I A,• 'r r . , - , . e 'Crr v ri "d,", . . p ;f , u 9:,, , / .4✓,, ' -rte .>a'r f,,. ,L ! `, - t , ♦ , Se x , ns / tea. • Y. ,, . di , .e , . r _ t - ' v' h n .� fr « ` 5t' "f . S ;• . 5 S r% a' e J r L, s 5 '-`✓: F I rr•.'";;�' - 20 , a ,, .$ . . .x .lL , �,, / ,� r?^y%' � /,..Ir � S<,, /r, �rF qyt ._„',� b.a'o � ¢£;'` . ,,, l 3,' ` 11 '� I II � I- I r - - I f ' - ,} ` I _ ` - - _ I f I1 I i GAP ON TOP, HEIGHT INDICATED ON PLANS. I NA ' d Vr,r r.. , h`a , y/92,jr r , I I � f- III - �i I `p It ' ^ t _ - ' 11 ' � � � 11 ! — / 1 df rr r� , 11 I L-= k f ( � !"1� 6 ” FRAMtN INSULATION V a 4 ; { 1 foI G STUDS WITH FULL BATT N WITH r , � '°a r ill -EIS 6 MIL t NG WtTH �' ,� ' ' r ; :� - :... - �UI I � - VB WITH /a ° EXTERIOR GRADE SHEATH { ��is�®11 "' ° _� STUCCO FINISH ON OUT5IDE WITH PAINTED GYP, BD ON A III I INTERIOR,At It iib5; ♦ '�S < C _-1 f I ANN E, , ;�„� = iI1= II W8 2 HOUR FIRE RESISTIVE PROTECTION REQUIRED r ^ i i i--IIIi I}j INTERIOR2 PARTITION MODIFY I. . I - ” i 1 y Y EXtSTING CONSTRUGTiON AS " . #` > , _ . t ` r r r x y - V, .Le%4 I I i t / , REQUIRED BY CODE "At i %III II r_ r . t _ A , , , , A42 _ - r � . ";,x I l ly AI J , , a n , A r u , , / 3 t.S,S, �r - "_ - r , , < r - 433 - . . ` V b?: : la - REVISIONS If ti FLOORS III it < ' .r % FIRST { BEVEL " Q ( ) ` C77 g }t - ~~- 1 , r ' _ . - ;t _ - I� , � ;'II -t' • + Ft - 514 PLYWOOD ON STRUCTURAL FLOOR FRAMING - ' _, `•1 t I _ _ Y r , < SYSTEM WITW PAINTED " NVA,�,� _ 4 ';;s. GYP BD ON 1/2 RESILIENT - ti .V'; , „ > w a, - GHANELS ATTACHED UNDER FLOOR FRAMING. ar - L ' a n r - r A b ° ♦ ! " > _ r1 `C ! c ', A r v ea �. °a} '. ` 9 3/ tbry"I It t AN 4j° ., r A a ( Y s 1 , , A , ♦ a ` , ° _ _ w i , , H^ • _ ' - RJ Y'�� a 1 , I A ''r . " - > n . °a' d r " _ ' r '' tl / t "kl , r 1 I ,, _ .,, f•,N$r` _ 16 , t — _I AX t �� ' , ' r s IN •, r ,a Jy 1 _ ; r .. , • , ; ' ' , d ' a r . Y 1 ` T ` , , - _ e _ j s t ' „ °yI n " t y�y� , F2 CONCRETE SLAB ON GRADE, TROWEL FINISH, MAY ' , I; I , A. , , ♦ _ ;_* I RECEIVE ADDITIONAL FINISH SURFACE. � ' , — k , w '"'t` 1% _ ! , j'o af c AN ✓ , ' 1 EXTERIOR ROOFS , A' Nr R1 - CEDAR 5HAKE5 TO MATCH EXISTING ON 5/5 " PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER �'ell 1 - ' ' , , . _ P "1r _ 9 ♦ , _ ", 1 _ 11 , "1 III (FLASHING AND COUNTER FLASHING REC�2U{ RED AT ALL �` 4 , - - . " ' - ) ` - _' ° / �5U FACE GHA Ie, Ve, r , - , I I - t - - r , - ' ,. • N _" ' . _ `,��; °�,«. - r R NGES, MIN. WIDTH AT VALLEYS TO BE 4'-01) - - ,� w ' > ' - 9 - , 3 A, IV I � ` � ` � ,.� v ✓r ° °• , ' .�'e - rat _ ' ,' "I�i r r III N, - < s , ' f„w . k _ ,•,x- I TIIf _ _ BASEMENT EVEL R2 2x REDWOOD DECKING TO MATCH EXISTING ON rr - & � �", ; , �,.•- > , 6-:.. � , 'r:ra' ,,a a+ - REMOV LETS WITH 60 MI f _ . { \ , t r , � b r r .. 1 _ _ j/✓ 'f /','i �•" ,r%s ')( ,y 4 W�..,Q.ne,° ; ,SJi/'�ia;,Fk%,b ;lu?:< /,.>/¢''oh2 ¢ ro ti/rd X"r, i6 ,n . N1 _ E PAL ? e u _ I�. ,I. :�: " I = .. I I - - - s L MEMBRANE RODE IN6 4 „'�. . r•:�- Y ;'r� ,� „r/, r; •,;x:-=f,. ' b .f� �.r.�.•,;.e /, SLOPED TO DRAIN ON ROOF STRUGT[,►RE WiTH PAINTED -r ate, - I 1 -� - I .- II_ II a - - i I ,I I1 _ III- I'` � { 1- -(1I-= II -III-_.flh_ ; a � I - - - - _ - "= _ _ i” t - yy -� ' FRITZLEN 1 I , IT_I11- �Illr�lll . ,ili=_ IIII'Ifi VIII=JIi III -�1ll 1 � I__-lii� llt=- 1 I __� ii� _i � f � _i � �- �111 ' III__ Ill � �� f i-__ __ i. _ _ I I =I F: �a - t . x • ' ” - - ;>. �F _� _ I I11 I►_ I i l III - III . _;�� I I- I I I I I , GYP BD ON 1 /2 RE51LIENT GHANEL5 ATTACHED UNDER ' , I r - r�. 1..- I_ _ I �--III - f - 1Iw1 r11 - � i ( { iI ' . I 1 " u.� � I_ Ih I1 ✓ : I1� � { { ' 1i - i ! =-I I 1 = -- { I _' _ _� 1_ , ._ > - -- _ I 1i Ili IIl- , Ili - ill -Ill X111 -� liI -III _ ,i _ I Ilt- III - III = II �� i1F= 11 (_ - fl �, % : I_IIr-,- III RooF FRAMING III 4 , „ I'� lll i ( I� _( I - llf ill °�° i ) ��-III-_ Irl"I I ,_ .1 I_ _ III - IIf. -f1 � Ill _ IIi - III _ I . i I _ Ifi _ It _ , 11 ._ I i I I :_ i r, �. _ . � - I. , „ tom ' ` rt . ' /". " Y '+ ' � 4 , t `° ; - ' ' _ I : : -- y " ;�, r 11� I -� 1_ � r l - - - I - - I ' Y �_ I ' iIII I -III - iII _lIl _ III I_II _ IIi _ 1ll__ _ li IIi 'f. Iil _ Iil _ .If1 _ , _ , , _ _ { I �_�I� 1 �3I ( "_� i1 1ri� 1 e..x �' II�_11F_' iI -Iil=1I I � i > I At , ;-:-t -4 i I_-- I _ - _, � ,.. P " " 1l1 _ Ill _ Ili - I . III -- ( 1i- Ili '/ 11 I1111 I11�_IIl-� III- =11I i , i� 111- II {_ II =Il ! -� { � kil _ III alll _ II ( Iii_ l �_eJ'i � I_ _ I I � � 1 1 - III -�I11 -III -- II . -A i- - i i R3 - f � oZ . COPPER Ro F I E R ` C E ' x? � ° , �� 3 , lit �11 -' II1� ill. 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ARCHITECT IF PROPOSED ASSEMBLIES ARE NOT = L BID 3= t�-qq ' ` - 1 - I _ COMI''ATIBLE WITH EXISTING 4 ,. ! 1, I "r r n ' - - ' - _ ' CONSTRUCTION 4-5--0 Ill"I at ; , r , ` _ _ CONTRACTOR TO NOTIFY ARCHITECT OF ANY ll, ••"• n - _ ' e t 4 t r 5 e , °' , ' a ' 4 ` - 1 I - , s t if ' i ) r ^ I Y r a v - I L t 1 l t r I . , Y ., ' . i t n `� 1, - , r , r III _ I , t1 , _ I , , „ _ _ I DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE - > I r ke ` I , . , t » -°„ 1 ` ' ' ' t t I i / • / I i• r N 'f - , , r , • ° r , - ' . _ _ ' ' _ _ _ r IN 5 - - ' > DISCOVERED, PRIOR TO COMMENCING WORK RELATED ;, f - . - - . t t , _ I TO THAT AREA. _tot, t tyI . ., - - a I • , , _ ' ' I . `I , s r-` w FS ` r ' > \ . . � I t 1 , , - f, r' I f` ° e I - t • ` I _ I I ' - t CONTRACTOR TO VERIFY AND COORDINATE YVDRK WITH y 1, I _ , . . , I - _ .If, _ 1. I ' ' ' ° I t I I .` " - _ i 1 - I ALL APPLICABLE ZONING AND BUILDING CODE _ ^ - e , 1 - . • r, f " t I `e ' 4 - e - t I - x i , ' , , , ♦ , , - , ` I ' t - - _ I _ it _ , ., I " r " ' I - r - REC�IJIREMENTS.fi cr , ^ - Y ' , u .. a ' _ r r. V r f I ' "• It , t . < r V a f • • ° ' t , , , , I ' 4 Yr ., _ ! to I F F - - , n V - % > r _ • ) , , .. , , Y_ v : ' . r v , ` , 1v , J / 1 , r ( _ . , I , , , I I I , r e I CONTRACTOR TO COORDINATE DEMOLITION WORK 1NITH 0, I., t ,r d , it 1 , I y _ ' r. ) ` • - F ♦ _ i x t I I 1 R ; - _ I 1 . 1 NEW WORK TO DETERMINE EXACT LIMITS OF J , ' f - - v x r J s a „ - t , _. , I i t 1 I I 1 tL _ 1 - f \>, r - ° ,. , II " . % I y r _ - I ` - DEMOLTITION.t. hI ?l x 4 , ' , . I f , Z. _ r t - I , ^ _ „ , 1 - _ I I CONTRACTOR TO PATCH AND REP,hiR ALL EXISTING I I - I, - 'It SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK - ,r Ili . , r f _ t , tl - Ir , r ` , _ ^ - , , f , i ' L , - , L 11" ' , ', " I _ ``� -, x I ; ' t , , : r r f -' : • ; - • ` `,, ' - „' ' - - I r - - I CONTRACTOR 15 RESPONSIBLE FOR HAZARDQUS 11 ' J . , _ 1 _ I I ' " r - t ' - I - • MATERIAL INSPECTION, TESTING, AND ABATEMENT IF tIl - ' L „ %, < ) - , ' ti = .I , , , I REQUIRED 4e J t _ r , • _ I , I. I I f 4 It `` e ' ' r:. _ , - - ' I ' CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS ,, ' , L t r r TO REMAIN OR TO BE SALVAGED.if 4_ . , Y ' , I - ( ♦ Y J I t ' r A , . , � - If - - SEE SPECS FOR FIRE P.E515TIVE PROTECTION �' E ; " , - _ . ' I r . - _ , i - ' - > I REQUIREMENTS FOR NEW AND E 415TING- STRUCTURE, , ♦ t' I if_ Y , a ` ' ' R r , 1 ' , 1 , v , 3 ,I It_ ♦ I - _ by I v • 1 ` ,_ ,, \ \ _ L ,4 , a } T i l` - i , . 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" _ ' :` - ^ I I ` CONTRACTOR TO PATCH AND REPAIR ALL EXI5TING `0 _ _ , > , , t -. , , I . 3I A - r - r , t z • ,J --.-..-� 1_._ t - ._.-.. -. .,._ ,.ice . .. .Y.w. �. -,w u._ ... _ __ ._ ._ _ .�.-..,,-...._._ -„ ... ._ ._ __"'_ - -.- _ _ , _ __ _T_�_ .. _ ` ' , � Al L' ' 1, ' SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK.11 ”' , • I , „ ' 3 l; '. ^ - ♦ _ '• , ..._ .1 - ° --._ ' - '1. -. 11V .^ �•r- _ - - -"• - -- - - - - _` -- _- - - - - . . a.- --• -,- _'-_. " - _ _I CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS r . ° ' _ T < r ' 1° - - '- '- ' - __ ( = T 4- MATERIAL INSPECTION, TESTING, AND ABATEMENT tF ;1 REQUIRED S, . _ - .ry - ' _ ' . , , ' l , - , ' ' - _ - _9 � 4` - JI , ,• . , a - ' - ' . - • ' 4I. " , p y ✓ ' a • r YI } _ " , - ' , - - I ♦ ` r , A . , , " 1 1 I 7 ^' r I , , A - - ,I FA- . I I CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS r , Y , , , , . _ t� - r _ _ TO REMAIN OR TO 8E SALVAGED. -t el, I SEE SFEGS FOR FIRE RESISTIVE PROTECTION _1 _ : _ _ ~ _ __ _ _ _ ___ " _ I z REGxJIREMENT5 FOR NEW AND EXISTING 5TRUGTURE. I�Yt� 4 •.r ' I ` ' • I'k I, , _ Fs�- ^ - 1 r N F _, _ _ ' _` - 1 ^ _..J __ - I - 7 _ _ - ._-- __ _ ` ''! J ' • _ Y a i - ■V g ` . - x , .. . _✓ � ��_ >. ter: \- �� 111 ," / ✓\ ({ �- ��\ - .r.+mi}+�Yva V I ,If ; _ 1 " 'n ry r ' ' ' ' .♦~ Vr Fee Itl r / Tom° \` / , k�� ` / \ 1 l - \ _l , � _ 1`- `,I y ✓' ✓" eV lam` -_I k, y ' ' • I - 'JI " 1 ' ` { e b T ' . , I , x ' , , s _ r _ _ , _ - -r r ✓ ✓`i " t _ - , .� r j, . , . r I 1.It I 'A � _ r ` EXTERIOR PAVEMENTS: x —T— -- T ` . I q ' PI — BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND ON ,4 yA ,% if , * r, '` r µs - ,r , r i ' , W , I ' A - - r ffi 0 ) , " , i lI y, . ^ Arlie , r ✓ / , a - ' I , J 4" GRAVEL ON COMPACTED BASE, ADD SNOW MELT 0 a TUBES WHERE INDICATED ON PLAN, 50LDIER COURSE AT W . �„ - , Y I , , ` ti r 6 I 14 . ,' s _ - , " ,, a , � I - - - _ - -_ ____ F ' - k!1 PAVER EDGE WITH PLASTIC PAVING EDGE RESTRAINT m to I , ` . M ,4 " - ' , " - ♦ = .- _ � - " W/�/ - = •lf 5Y5TEM _ Co I I ELEVATO dI Q a o0 A I v I T < P I ' EQUIPMENT -A I RODM n P2 - BRICJK PAVERS (5EE 5PE'C) ON 2 " BEDDING SAND Q Q W6 " W6 p WITH SNOW MELT TUBES ON ON 4 " GONG 5Lr&= J d r O _ 1111110111111111 it ` t ' I ' e I ' K I � COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE I I � _ 1 ( , n' a . ' ' _ t r Y ' . ` All . - - - I - I - ' r ' , -- I `I WITH PLASTIC PAVING EDGE RESTRAINT SYSTEM. w J (� I i " ` P3 EXISTING PAVEMENT TO REMAIN PATCH A5 O I k � � ✓ `, _ _ [ �I, _ - _ I" •F r I NECCESARY DUE TO DEMOLITION AND' NEW - < _ V 9 , Y ' ) k y" ; A . , , _ , ' � , _ ( - I � - _ CONSTRUCTION , - m L.!`VA .I 4f � . . . > - " - - -. ` - - - 1>, I , PATIO LEVEL / '"'I lit - r , A ,.., �1 ' ` x-=_,'•'� 'A . '' ✓ ' ` t' / :r, ` a s;' - ; . ' 45'—q11 EXTERIOR WALLS . W, (�,3 ,5 t.i ' ' Y • i _ r , , ' , , , !r : f _ I ' ! t , _ 1 { n...., � � ♦ { ' " _ „ +�..—. ` ..r ` r `4� ' `�" / .r. J /r�i �I ,' , yJ � ,, — 11 r I I I A r � ` . „ - y _ J , x s VI. — 3 _ y= � A � �� T ,,, I NDITAL ART 114/2 =;' J ,x � , , , ",�.I;;� : ;y. . ' , ; ,„' LL CATION WITH a ,I M N STUDS WITH FU BATT INSULATION Q I -- , WART 115/2 ' ,,, t ' r - , „ , ';, t ' , , b MIL VI3 WITH 5/8 EXTERIOR GRADE SHEATHING WITH IF > ' s ; _ • . A a . " ' �` 1, 1 , ; r ;,: _ 1 TERMINATI �''f f`.^ 'r , ; r r l ,' Nrr WOOD SIDING TO MATCH EXI TIN (STAIN) ~tf� to ' - ti �I ._, � I _ 1 ' I. ; 1 - I , r° H 5 G W17H PAINTED III r N T 11. r O TERMINATE L ,. E __ GYP BD. AT IN R - r L I INTERIOR. Fe "f z _. I - - - � . r l - �_,°' : , ..Af - tfE >_� _ deg ,_ VERIFY HANDRAIL r ' � I,r r t t � _ a L-I I `' � k ? PAN t PROFILE W/ BLDG = - 'i t j STAIR LAND G °` i, � ; ` y � <;. J 1' ` r' DEPTY,TYP. ~? PHONE c '= ,q - W2 - S” WALL WITH RED SANDSTONE VENEER TO MATCH F" `NA� • . rl ' , . f' , ; , ; , I - a ; s ;;a - . , 1 "mssIF EXISTING A XP of ofe _ _ _ LL E 05ED SIDES, 3 RED SANDSTONE GAP 4 ` , , r, °' r ` » ; ' ; } s,;' ° ` WROUGHT- IRON I r q i ON TOP, WITH METAL RAILINGS MOUNTED ON GAP AS p,LVA I x - I ' Ir . GATE 1 INDICATED ON PLAN, IC '` 4 . , r I _ , , tr A, •' I . n ' j I `' , r' � {. ' '( I I ',rf .; , r I t ' ny r i r5 , ._ . ti , . , r If ' t,- I. y` ' ' S70NE I -� ~ _ ,Il W3 8" PLANTER WALL WITH RED SANDSTONE VENEER TO 1. I . I -, it` 4 f ARCH MATCH EXISTING ON ONE SIDE 5 " RED SANDSTONE CAP I " rl; I I ' - - `. r'x _ STAIR ' ~ .I ON TOP, HEIGHT AS INDICATED ON PLAN. . y h 'I k ; „ _ , ' , ' . r , , y - ' % . / s � � W4 — 6 FRAMING R STUDS WITH FULL BATT INSULATION WITH r 1 _ , I t k - „ �,,. i 1 6 MIL VB W TH 5/8 EXTE IOR GRADE 5HEATHING WITH IA -Y , , I - , .. 1 1 , t' DRIVEWAY I r 1` 1 .. , " , , r - , A _ �' , s . b C _ a , k . - i 'eo , < • , 1 , t, - I _ ` , 4 - s ` Ir ; 1 ` : .. STONE VENEER TQ MATCH 1;XI5TINr WITH PAINTED GYP. , BD. ON INTERIOR. V r.' T n . � At _ If I ; r It ` ' { ^ 0 , . ' _ " , • , n I I ., r yi' n ri , ' V y I r - , ,v - i s , - ' 4 ., . n '✓e f L ' , . 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I - r . n , _ , t , It 11 „ f r _ M A - , WITH SNOW MELT TUBES ON ON 4 ” GONG SLAB J .�III COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE > Q _ A - ` .. 1 _ ` - • t - ' . DRIVEWAY - r. , IT TRIM HOR. r , , - t WITH PLASTIC PAVIN ` , 0 , - _ _ - ` - I � ( G EDGE RESTRAINT SYSTEM. � � °' _ ;, `� I. TO = X 6 PERT - � a O IN If Ad I ` . ' ELEVATOR ARAG P3 - EXISTING PAVEMENT TO REMAIN PATCH A5 _ �„ N. TRIM , } NEGGESARY DUE TO DEMOLITION AND NEW Ill k 4 _ _ + - - I . 3 , ' �- I - ' ' ` - EPAINT _ - , " ' 'IN ` .I 1A CONSTRUCTION,dl ' ' . A J t - a - - I fmi y .., +lam + x .. T ^ r , 4 ^ ' , ' " ) A 't t ,F _ _11 I ; , , . r A I _ EXTERIOR WALLS4, �° U /` > A ' ' ` ° ' , - . , ' I ' ,: ' , , v a , , fit _ + , _ 7 W! 6 " FRAMING STUDS WITH FULL GATT INSULATION WITH mm - - -- < ` ` ` I r I, GARAGE LEVEL - I 6 MIL VB WITH 5/8" EXTERIOR GRADE SHEATHING WITH >' Q M `° 5°` f . f y . _ , t r 'r t t n v I r • . 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ON INTERIOR AN 4 , — — k ' , - kt . a ` ' t ; 1 . 4 y yt ' ° . " , I - W5 - 8" CONCRETE RETAINING WALL (NEW OR EXISTING) - - 5 e , , y , , , n I ,._ '' , , , Al . � .`.1 y , 0 I . , I _ . « ` r _ WITH 60 MIL MEMBRANE WITH R1GID DRAINAGE BD V3 L 0�r ��, , T STUCCO FINISH ON EXPOSED SURFACES \�� l At jJ - , 4 f T , ° V , W6 - S" CONCRETE RETAINING WALL (NEW OR EXISTING) I "4 �1`, ' ,ALL° J ' I 1 - f e " t ,, WiTH 60 MIL MEMBRANE WiTH RIGID DRAINAGE BD WITH — „ ' ,' ', rr 08 405 405 STUCCO FINISH ON EXPOSED SURFACES 3 " SANDSTONE f } t IV k - . , ? , " .4 ` - '' A>r " GAP ON TOP, HEIGHt INDICATED ON PLANS.All ^ ;};,.� 1 AT r ' J ' W7 6 " FRAMING STUDS WITH PULL BATT INSULATION WiTH �, � ` /,. - t s; + 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING 1^11 TH SSE Q4 �� '' • r r ' - - ^ a , / � - a ` - , r it 1, _ ' © A tl /''r t Ile i lir ,_ STUCCO FINISH ON OUTSIDE WITH PAINTED GYP. BD ON Itt, f 1 INTERIOR. 4 If _ a , ` . 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M ` `, n j r ^ , a , t / , / / / / / / / / / / r' J / / t } — T N W - , W4 6 FRAMING STUDS WITH FULL BATT INSULATION A 10 ITH ' =A + Vw , ` _ ; ' ,./' /' >"' / / ,/ / /' % / �' / ;/ !' / , % ,�'' //`�/{ ,r / % / ' % / . / /,// / /�/ � /,// ,_/ / ,/ . ` j � ' ./I ,// // . " % /i/! i / ' ' ` ,/ ; f, ` / / �/ /" / '/11., �' 6 MIL VB WlTH 5/8 " EXTERIOR GRADE SHEATHING ' W{TH ` / / / /t // / , '� / , / , " / , / / A/ ;'" / ` / / / / // / / � / / ' ; ; // ; / , r � f' ,/ i / , / / ' ; / / / / / STONE VENEER TO MATCH EXISTING WITH PAINTED GYP lI 'VAIN' S' r, . I " , w I - Al - . tt - , , e , , / /, / , / I i r' ' // /I ' /' ` /I /r' ,' ' �,' r ,/ /I; , / ,/ / ; /, � f I j f / / f/ /`'/ / / '//// / / '/ / i°_ / ?/ / / % /i ` // ; ' / / ,' , / " / ' ; / / s / / / / / / BD. 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I. . - r ' " , , J _ t I I , STUCCO FiN15H ON EXPOSED 5U% " - T_ RFAGES. _ , ,AN I , ' ~ ! - RETAINING WALL (NEW OR EXISTING) �F`� ' ,, . , . , - , , t r , - - - - W6 8 CONCRETE It ° - _ _ __ _ _ _ _ _ _ _ , � 1 WiTH 60 MIL MEMBRANE WITH RIGID DRAINAGEr BD WITH I ,I 4 it . a _ - _ 404 404 } STUCCO FINISH ON EXPOSED SURFACES, 3" SANDSTONE _ I I 1 9 � � I - GAP ON TOP HEIGHT INDICATED ON PLANS. (�{ IV ree" 2w.A. ' 1 ` _ - . A Y ,' ' _ = r, ✓ - . f I I WI - b ". FRAMING 5TUD5 WITH FULL BAG INSULATION WITH ,% V" r " r ^ t Y Y I \ , .. 1 r a a S . r , , _ ( b MIL VB WITH 518 EXTERIOR GRADE SHEATHING WITH ED A�Ii _ _ _ I n ill If , ` 1 5TU000 FINISH ON OUTSIDE WITH PAINTED GYP. BD ON : , , k - a < ' ill a , t , INTERIOR%✓" , _ - f, ` - ^ 1 , r, + t W8 2 HOUR FiRE RE515TIVE PROTECTION REQUIRED I - - - - - - - - __._ __- - - - - - -- -' - - "i -_' ' - ;" INTERIOR PARTITION, MODIFY EXISTING CONSTRUCTION AS _ ? 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A . _ , " .♦ r « I f v " ' I ' I 11 10 ` 4 .wi Y ,a T Y ,4 t, r . t , L Is a ` - - s ' ¢ , �t In I ,I 'c-c- r t ., ` ` 3 L , It I .. ., if ' ! I ' is r ` t ' . tx a ur ' � < . f rt .. ', tf I ' I , x CONTRACTOR TO FIELD VERIFY ALL EXISTING DRB 5-5-�IQ fIft I,I', `t It +. , " , 3 . I r ` _ I i ' . " a f 1, , , ' , '. I , t r r ' I - r � .. , ' r CONDITIONS AND ASSEMBLES, CONTRACTOR TO NOTIFY PRE_BID 3-(O-qa u t w i , a ARCHITECT IF PROPOSED A55EMBLaES ARE NOT IV I r z .ns.` >' ' • . 1 I , ° t , I , ! -, , { , IJ i _ 'g , ° f x .f . , .• - r 4 REPLACE � Y� 1TH CARPET I , a - , r t G4(`�(PATIBLE WITH EXISTING. _ r ID 3-i '1-9Q I ab ' Y ' = . ; ° . I , I l J r I,` y r " A r ' � ` 4 a Ir , I 1 i _ I CONSTRUCTION 4-5-�(a 1. v , r 1 ` . a ,, , a , • y I I ' I _ , , . 1 TO MATCH EX [5TI NG „ I .--` i I { , I I A r , I t 4. _ r , ' . . t , ' ' ° , _ I >, �� I _ _ . ; CONTRACTOR TO NOTIFY ARCHITECT OF ANY :1 ' f K , s < ' - 'p if if • .a k r r r ` r a _ f . 1 II, • t , - I . . 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I , ', r a , 1 - , , - x , I I , I _ I I y ' I f - o « , P 41 1 e ,. r I . - i . e ` a , t r- a 1 r . - ' 1 . 5 ' , r , r , I ALL APPLICABLE ZONING AND BUILDING GODS , ke i f I t I .� x r ` rtI �u ` Z I ` R+a " q a ' r r _ ' r , I . . _ , , _ ' , ,`TT K.> .y1 , t rI `I I w . , � � . - _ _� ._ .. , w ,__. _, _ _ . _ �. ___ � ~ . _ _ _ _w _ _ _„ _ � ___.. . x , . __ m_ _ . __ _ _ _.w �_ .. _ _w__. . __ _.m ___ w_ .. M _ ___. ,. _ __ . . .. __. »_ . ._ _ . _ _ _ _ v ____ __ REQUIREMENTS. I t - . a r. a `d� ` t , e + r .... 1 r III I , • t I a - r . _ . l ; a F k r r . a .`..,_... ~ , Y t if III r . r` f a ' 1 _ _ _ , I , .. _ . . _ _ f CONTRACTOR TO COORDINATE DEMOLITION WORK WITH IV ,- IT 1' . i _, ^ r u t ' t s * # � ...•,- ^yw uy_.+_.,_,., .... w+ +T ' - I...., ._.. - .. ...-Y_.-r •-,..._...-- - �`w-_ e „ r # 1 1 r ` _ . ,.. I I ~ ,I, "? , y , ` ii NE,W WORK TO DETERMINE EXACT LIMITS OF _ ` I;: '° IN - _.mot w ,r __ , R �� -,� - _ a -. » - - - r "- ' DEMOLTiTION =r t _ / t N. II .A , , r . 1 }� _ 4 , I , t r � - - x Tp' • ' 1 ' a . 1 I w - r , , . k I. ar an RIa it A a ` e , I r a I , "r , , 1 +r_ r t ya s A v r ' « , - _ , 1 , , I 5 , _ CONTRACTOR TO PATCH AND REPAIR ALL EXISTING fp . `), , 4 ,a . f' A I 4ia ' c` I - ' . r � . v r r - , � I, x rt _. _ I ” 'I , ' ° I , _ _ r ,IT i, fe ,FY `, r ' ' ; 51JRFAGES TO REMAIN AD.IAGENT TO DEMOLITION WORK . J - re,t ° ' ` ' ' a I j CONTRACTOR 15 RESPONSIBLE FOR HAZARDOUS r I r ( 'l . rF Y ° j { ` ! .r n ` - I { I ., r . _ _ , _, a % e F y x I rv ' 4 -I ' 4 . .. - t I i r _ a - , - I ' ' ! MATERIAL INSPECTION, TESTING, AND ABATEMENT IF I O ♦° « t I s . I I I 4` r I � n ♦ t t - � ..- Y ,, - , , -. =^ , , I , d _ ,,, _ + . _ I REGtU1RED. � .III �°f t 4 i . t - I d' te r CONTRACTOR TO COORDINATE WITH OWNER ANY (TENS 12 1 , , , `� t „ I l I I J / I " ` t ' I 45 .. �r I I ` j . ^ I ♦ a - - TO REMAIN OR TO BE SALVAGED. I IN I , '1 : , - _ . � . '� `, IA ., ' _ ' . ° ' , - - - ' ` .`° = i - SEE SPECS FOR FIRE RESISTIVE PROTECTION ,if , tilt ; 4 ,1 , - 1 I r - REQUIREMENTS FOR NEW AND EXISTING STRUCTURE. ,06 t h, IT y `, I r , " I u l- " i u 3 Y , ' ° A A I I ` t . ._ ... _I a/ _ .r \ ,-, ` , ,.. 1 « .. n .,,. _ , , 9 t , a W a 1. r pe 4 ar 1 `- - r - ' ' I - _ - • A I. .. , . , _ ,. I. , !» . .. V,I. ' ... .s ._ . w. . , 5 t + I d r �� ;, , , : I -' _ , - I , ' _ ' ` I . Y ' I I SY � T ivf NQT S �'1, 4 i ♦ , i I ' . ` I . ` I .- ,� I L ,f' EXTEiIOR PAVEMENTS: iF ~ ` I , t ' r . ' r - I ` I!r _: 't y ".,,4 r , - 4,�" » , _ t 1 I r - , ,, " s , _ P( - BRICK PAVERS (SEE SPEC) 4N 2" BEDDING SAND ON Z f ` , f t a b 'e - x , � . 1 Y s � � '' A I - � r 4 - r PiffiftftPa 4 _ ' t I , I ` • ,. t It ° I ' y 4" GRAVEL ON COMPACTED BASE, AID SNOW MELT �, I . `5 I I ,r ..v -. II t :,r. ; TUBES WHERE INDICATED ON PLAN, SOLDIER COURSE AT LLI h I. ° ,t _ , r w A. . . _ ? I PAVER EDGE WITH PLASTIC PAVING EDGE RESTRAINT �.I > u�aI- rW �a` „ ` ' - � . i I SYSTEM• m Id � 0 , s, ti , ` " ' `% I1 , a � I : t 4 I P2 - BRICK PAVER5 (SEE SPEC) ON 2 " BEDDING SAND Q © `11_ -d ' ` I N I WITH SNOW MELT TUBE5 ON ON 4" GONG 5LAB r a�ffffffftfI;y r ,, ., r ,t 1 f t COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE ¢. � r, � _ t IN I WITH PLASTIC PAVING EDGE RESTRAINT SYSTEM. t ♦ ^ J S. If a r 1 P3 EXISTING PAVEMENT TO REMAIN, PATCH AS > o I r _ x \ , � i ` « ' � , � " � � � � , � - � a' - t f NEGGESARY DUE TO DEMOL TION AND NEW _ U I% % r `Ly , ar - _ . . . __ , I - I GONSTRUGTION I ' _ t IT a I , a ', I ,. . ."T'. ( . ' _I A ^ „ I f W - EXTERIOR WALLS CL V >fffp�-4 if I I _ , WI 6 " FRAMING 5TUD5 WITH FULL BATT INSULATION WITH "� k- _ r k . = r ' ° a I f 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH II4 M " e If t .r . I I . � 'f. S ' • ; , -` 1 IV If fi!` - , _ I - 51 - f I , WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED ,Is a I, GYP BD, AT INTERIOR. I 2, �' , ' wm I yr ,4s 4 a ry I r . 1 I . c r. ° ..1- kko N, f f I W2 8 " WALL WITH RED SANDSTONE VENEER TO MATCH t M� r I ;, t T I ± , « ' k Y ;Y _ _ _ . M t_ ,� _ _ _ - _ _ _ _ r O I TOPGWITH METAL RAILINGS MOUNTED ON GAP�AS AP Wpa'ad 4 Cr ta. i,, , ' 1 f I ^, y - _ w r+• -. ,- , I n I I r I at r' ' 'I ( 3ry I` ' `( . tI _ 4 �, • ! 1, i 'R4 ..a,.. y. rr ♦ r' ! I v za w ....I. i _,.. ., . .v, , n...r _ s I , .ry +,•. u.... _ ... .a r .,Y I , , 1 ;, .ti „ry I''r a, " " , I r , I , t .v 1 � ._,.._. - _ _ - - � ; r i1�tD (GATED ON PLAN. m ° k yr_ I a , . r E I r' r 1 • b + t r � �T .. Y r -!.a __.• .u. n o». n ... ». ji ._ .. .. , ., i TN F, _ , - ` .. I u t ,t r r e n A V I I i I I i 1 t.. t , . r r r N. 4 T' ' t - ,If CT ° I ` I '" I r _ 1 F , , . . 4 , _ _ , y; _. NI ., _.. __. W3 8" PLANTER WALL WITH RED SANDSTONE VENEER TO ° ' ,, a- t ` t,"s I ' ' ' - a < r , _ M I ,;j MATCH EXISTING ON ONE 51Dc`, 3" RED SANDSTONE GAP%v {, a 1 iv a � - I c t r r C E r f t t r " s V- t 5 . Y \ If t I Tj t 3 , r_ = - <TI OR TOP, HEIGHT A5 INDICATED ON PLAN% ' " Y , ,I t la , - Y y t I ' r ' - _ I r ._. _..._ I+ _. .. M , , r v I, II a t - ' t - I - f o W4 - 6 " FRAMING STUDS WITH FULL BATT INSULATION WITH Lk - r ikt r , ♦ . a _ 1 y .. 1 .I .' , a � e z.M -' , A - 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH , _ . P . t i LL i T I - STONE VENEER T© MATCH EXISTING WITH PAINTED GYP_It 1 . - ED , ON INTERIOR ,,. f . A 8 _ _ `I I ,I J I -, . _ _ _ - W5 - 8 " CONCRETE RETAINING WALL (NEW OR EXISTING) �� ®� �t �., t, ` I t e t, i a , I . z x t - - I. , - p I � , 1 I I 1 b t ., I I ' f I 1 I '' f , • 1 ` t r 1' _. i , i , I °� 13 . I I x _ ry ; t r r r ry , ° _ -e ` � � WITH 60 MiL MEMBRANE WITH RIGID DRAINAGE BD ._ , . I I � , a .F r I • - _ r I w,. 4 r F - .. _ .. I - I I STUCCO FINISH ON EXPOSED SURFACES, ��' ®� I I. 4 - N, 4 ,L " 1 " " ft ° lap • _ I rA , ti . , lIT ' ' r , di I t r ° IN ._�' a , I I _ W6 S " CONCRETE RETAINING WALL (NEW OR EXISTING)- it F w, / . WITH 60 MIL MEMBRANE WITI-f RiGli� DRAINAGE BD WITH �s _ a - e STUCCO FINISH ON EXPOSED SURFACES, 5" SANDSTONE a It I I , _ , , 1 f I .. ` _ I . . - -I ? - f I CAP ON TOP, HEIGHT INDICATED ON PLANS. -A� r' •. ,` 'fh, • . . f. _ � `, , o I ' , r , ` r ; , ' . I • ` . , ' t ' I t r ` ` I I 1 i r ' F r t L I , - /� v , ` �(` - ,af „ =' 1 ` ' . a - . , t I _ r W"1 - 6 " FRAMING STUDS WITH FULL BATT INSULATION WfTH O `,� `7 It,.- , r !� r - I , i , b MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH �`��® � �� `1 d" - .. , a i r _ ,. ,I I ` . � t f ' ' • , , I < - . ' r n I I f r 1 r l , r a, I 41 I I A ', ` - , T ' I —, REPLACE YVITN MAT STUCCO FINISH ON OUTSIDE WITH PAINTED GYP. BDa ON � , . _ , A - t i ' - 1 , 1 - t I 1 INTERIOR. _ I 0 If„ , f - I t r I YID I W8 - 2 HOUR FIRE RESISTIVE PROTECTION REQUIRED , IT J r , - , r , _ .If IT �' o , ; 1 f4r` k I At ' r k '� iREG2UIRED BYR CODE � MODIFY EXISTING GONSTRUGTION A5 t. A . , _ II 'S- r ., Y a , a I r -, ' ' L 1 _, ` ' r , . 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DEMOLTITION. II I I 61 ' ` CONTRACTOR TO PATCH AND REPAIR ALL EXISTING Iiiiii` J , I I i I - _ _ _ _ _ _ .. , I _ -- - i _. _ __ ; ! SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK t,t., ' , _ i _ y t t I 1 ' I ",< . , L ' . ' , - • ' , } I _ ' I I CONTRACTOR 15 RESPONSIBLE FOR HAZARDOUS III Y" A, ^'' p I I k - r I - - - n s I .. 1 , r k _ - ` - • - , , t `' `I ' l .. ' `' _• t I. - t a ' ` III I n -T + D , e • "` ' , 4 ' , ` .r - a I ... ^ - ' I _ � _, n . t I � I r MATERIAL INSPECTION, TESTING, AND ABATEMENT IF r y^ r L I ' . .,. I I ` " I { ' ILVC7 . I Lm EVATiI Oil � a � HALLAAY 5�. � 6 . 5 ELEVATION @) JACUZZI ARIES I REQUIRED I I, I CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS ,` '' '* ' I A6�I - ti I ' - TO REMAIN OR TO BE SALVAGED,IN `•v :r .z 4} , i. _ ` ' �, - ` r - 5 ,.r 1 A W I I' soa I ' r I t - > t - tw ''� e t t, - r SEE SPECS FOR FIRE RESISTIVE PROTECTION III ' " ' -Vi. - ` _ • I , t ' I , + I I - - - I 6 " HOR. REQUIREMENTS FOR NEW AND EXISTING STRUCTURE. _ . . . 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I ' SYSTEM. . m 11 I If _ , - 1 ' w 11( .~ ' , l " - r ` , -e > v „ + M ' , I < s I - s • r - I - - . .o. --� B { , `III ec „ - ` ` . s I, 5 =' i - , O O _ I 1, , � I ,tiVIV ` ,I ;� ,w , , 1 P2 - BRICK PAVERS (SEE SPEC) ON 2 " BEDDING SAND � _ Q r Q I IIII 5 �rv '' 1 •_ ,- . I , - v � ' r < , ` . I , ' , x _ 1✓ F 51.fr a �, , .J I r _ I - - j WiTH SNOW MELT TUBES ON ON 4 " GONG SLAB t d III, If f j i _ . t -' a - J ' ` , . ,.:�� 1 COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE � `y t ., ` , , ;' ' ' I, Vi BUILT-IN - ' _ , 1 , AITH PLASTIC PAVING EDGE RESTRAINT SYSTEM Ix 1 ( 3 i? 1 � - - - - - - - � t!�11 I, yi X p P3 EXISTING PAVEMENT TO REMAIN PATGN A5 Q a , R ` s .. r wt- ti i , , 4 i r - r , y F ,. ._y l^ , n .... ..o+->`- _-� - I,... ` y. ._.,f....,» .T ...- _.{.,. .r ..� _ ' ....� . -..-i .,_ i - ~ .. I.. . _ . i _-_.. ' .- t, _ - ..- . z ,. � ' #IIW _ II, I �J F I NEGGcSARY DUE TO DEMOLITION AND NEW U ^ ,f I ` ` t ° I , r ' + I ; ' GDNSTRUGTION I m _I 11 V ; ( , ; - , , . _ V, , ' ` , ` ' ' ; t ' ` r' , ` , -. ._�... w,,. , . w 4. _,. ._ v. vl - .yy'... a,..., , : ,ntr_ IiiI. , , . - .. !, _.. t I __ . _r, I..-,nu / . L - It� , < _ .r .,. ,u., n: ,.. _ ,,. _ I r _, I , r, I I t 1 r I 'I, . t ._ _ 1 , . n t ... > � _ �III' - r - I - • R , - _ ` ' ' . I , _ ` , II r - ` I i i - I � I I t I I ` ' EXTERIOR WALLS: ° _ j =it'iI tlr^ ` ` m I, r # i - r r , , . ^ T, „ f _ .. /. A ` . ;, 6 y , , -y I , y . . I L - 4 ; > ' V . '.. _ - I III if II ,. . , ^ , Y , , - - µ _ � - ; , µ W ` , ( WI 6 " FRAMING 5TUD5 _WITH FULL GATT INSULATION W}TH '�J f i t to t y ' . I ` . t _ w 1� ti _ _ 1 _ _.,__- _ - ' - _ --- - - 1 a _ _ _ k _ .,F 6 MIL VB WITH 5/a" EXTERIOR GRAD1= SHEATHING WfTH a I It, -,L ,' y�`,' . ` I s_' : . 'I ' .5 > I " a r ', _ er r , _ - + ` ., : I , t h I WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED A III ° -': t I , _M.• , �. v _ r_.1« _ L:_ _, I _ i GYP. BD. AT ANTERIOR, ,' IY 1 I I - C ; 1 1i cr _ , f ! t ', W?_ S WALL WITH RED SANDSTONE VENEER TO MATCH F"it, I ," I I I > _ EXISTING ALL EXPOSED SIDES, 3" RED SANDSTONE GAP cc I 'n ; r ,. , I . ; It {, ` , - I . . ON TOP, WITH METAL RAILINGS MOUNTED ON GAP AS I �, '- / 0 Ir . , _ '' . II _ IV _ . ' ' 4- �' - I " , _ - ° . - ` • ° - I - ' - . - ° INDICATED ON PLAN. ° ` ,ffI , f 1, 4 S , I I ^ , r n, ' t t I J Y .1 t I ., v j - v < I. , ' _ _ `Y Ni `i It h A - . • t 1 = • . 1 I t Y I , _ " 4 '>T,I, j5 ,it ,' T , _ u J V - 1 - - _ I ~ _ _ - ' " ,iI :, � ' - i+. � \ � �j� � � ENTRY � � � � /� '�° I � � � � W3 - 8 PLANTER WALL WITH REP SANDSTONE VENEER TO , Y T1 Y t 4I I -. III : ' . • `1 - 5 It ` { = - . • ' . MATCH EXISTING ON ONE -SIDE, 3 " RED SANDSTONE GAP , , - , i ,3 ; ' , , 4 ,' - 3 ON TOP, HEIGHT AS INDICATED ON PLAN.limp Y k t T d. r . M I • S T ` , 5 y r_ - P' • l " i Y .. _ • " . t . °< ('IA6Ui IJ , ! r DtI • r_ i ,.. `- •, L .. r f I, , A � . I .+ - I a t , If r I , • r I 1 _II -' I A. - ' - ' - -r , _ I - - a ' - U�"�I'-0' I W4 -- 6" FRAMING STUDS W1TH FULL BATT INSULATION WITH fI,PI V �` ' � - `.,, _ PLASTER _ 5URFAGE 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITI-I _ „5 . + , ' ,, , TO HALLV`!AY - TOILET_ I TOIL w r I a_. - , I , r I t .V If 0 ' I . r, I - - _ #1 . #2 ROUND)=D ARCH �16HTIN6 STONE IN TO ' MATGH EXISTING WITH PAINTED GYP t 41 t - I ' I `" , ;- t , , � ' J r 5V% ON INTERIOR. , _ ,� .. i , _ - r - - - - -If I 1L A^ - x I • t , v u ' > r ;' , A ' ~ ,Y It 5 +f '- { .- I a " y . ' ' ° ; ` ' t , + ' - . .it� r " , , ' , ' S = ° It t : , a I I _ - W5 - 8 " CONCRETE RETAINING WALL (NEW OR EXISTINI I ; I WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD ® ~ G �� P � , I 11, If II Ii I w r4 ~ _ _ _ STUCCO FINISH ON EXPOSED SURFAGE5. �� IIII i,, r✓: ;` x , ,I ; I ti if x I 5 _ ", ' ' ' ^ t „ - , / r _ _ I W6 8" CONCRETE RETAINING WALL ANEW OR EXISTING)11 "„ , I II , L A l WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD WITH f, It ` w �.� ' I ^ E _, t , STUCCO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE _ ��IIII r • z I ` , : I I 3'��C{(/yOUNTER I ' I LAPP ON TOP, HEIGHT INDICATED ON PLANS C 'Viiiiiihiiiiiiiii ♦ p < { , , -t S ` ` / J ♦A , , r y e • t , ♦ . . J a a , _ _ r LEU ME i f t , a I I V� _ii_ , , . ,� - ' . i 44' I t - - I 1 I W`7 - b " FRAMING STUDS WITH FULL BAiT IN5ULATION WITH r�j � -V9 .Ir a�i � 4 } 1 41 , I . ` , I 6 MIL VB WITH 5I8 " EXTERIOR GRADE SHEATHING WITH Ep ARC%, { [ ~t STUCCO FIN15H ON OUTSIDE WITH PAINTED GYP. BDI ON If I nY 5 - V` L , - r t ` I - � INTERIOR I `r It ' - I r r I, c Y } f " _ {r4 ' '4u 5 I ! I k "` r - r _ v I > J. ' y , _ ' r , ". ,.. ,c v .. r ,.. . 6, ,I ..,, It _ , h» ....y Y , i_, I - •-..-, _k _ .._ , y I _ -11 f f _ h , _. ,. ... _ . _ _ .. __ IIIIII.. _ _ .-., . .. .. , _ _ _ _ ,._ X + * _ R I - - I ' r , + `r L i ^. ,.. J. ' .. .. J.,.._ . _ r ._ _• , 1 ' I �I_, , 1 r _ „ _ , n . ,If I " k paI , 4 -r , I , _ W8 2 , HOUR FIRE RESISTIVE PROTECTION REQUIRED rt' %* , I I ' = _� i r _ _w w , _ � i _ I - 1 , I I ! I _ '_ _ _ ' _.__ . __i_ _ w_ _ INTERIOR PARTITION,q, I I NI _ f. _- _ _ - _ F � . � _ 1 - I E I MODIFY EXISTING CONSTRUCTION AS 11 Ii L�, �.III <I, ^k I 1 , I x t I t - _ , > < . ` t r, , - y , r ' r _ , I S ♦ 1 ..�..� I } - 1 t 1 IV 4 I , REQUIRCD BY GORE �1 , • , - . . _ I It _ . _ I . , I > ` -0 __ M I _ . ,_ _' _ _ _ . _. _ _ ' _ _ _. _ , , q _ _ _ _ I _ _ _w __ _ _ ` I _ REVISIONS K . T ' - " ' , - ^ . A ' .. r - _.L_, _ ,. ,.,_ > > , , _ V , FLOORS -%g - r _ ' ' . I t A (4-2 -q'1) - ", , J , . _ „ , _ a I I - s i i I ' FI - 3/4" PLYWOOD ON STRUCTURAL FLOOR FRAMING 0 III # 1 , ; _z - ^ - ' t a ; I 1 I I I SYSTEM WITH PAINTED GYP BD ON 1/2 " RESILIENT I` - , I I I . I I I i I I I IV . ,n r I, J _ Y y .� _ _ _ __ _ _ t, _ , _ _ _ __ :_ o- ?_ _ W _ _ ._ .,_ _ GHANELS ATTACHED UNDER FLOOR FRAMING. + " t It Y y 1 1 1 I I ,I .I I" kip � ° _ „ .. - t � � + , ` .. t ' - - ` _ ' ' _ F2 CONCRETE SLAB ON G , FINISH, MAY _11 ift, 1 a + ♦ -1 .. I ` ` I ` . t r _ ' r I , ` , a 5 ) r ° J � r - G � � - _11 l. � RADE TROWEL PI q, , . . . _ , 1 . I r , RECEIVE ADDITIONAL FINISH SURFACE.Lqi If a , X r r - r 'may _ L 5 , / : _ , s< ♦ v ' , r 1 ' a I _ ' , L !E \/AT` I d Mr= N ' S 5ATHROOM - 1 s . i IIIIN I 140 , . , ' ` '4 r ' _ , ^ - r ^ . . i i " _ , ` 5 ° * EXTERIOR ROOFS-A I t JI ' I - .. _ RI CEDAR SHAKES TO MATCH EXISTING ON 5/8 " •it ,1 % N ^� It L Ti, , , , 1 J i I Y - .. J ' ' ", ♦ 4 - - 4 1 V I i r t ' a " 1 l " I It I ito J Ar ��++�� ` _ PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER 4 I, DOOR{VFY) i rt WF. v , J- A, y. ; l '4 , A t , r < ry.fxsy- my „ ' ' ' _.. ' sr -`- ? ` ' 1 A I ✓ - , t -' � t s , y _ < ' - ,.. r ! .F r n " ? - + i ' , _ z ,t '•'"v " r `o , ''c'.4` r s F - „ , w , _ - _ - + _ L , `At, , k � ` ,ui .% U • i \i " > = Y „ v Y .t ` i ^ ,' Y L i 2 • ~ 5 µf 4ea 4 i k ' ,I1OUr ~ M , i 6 , " .. . v ^ ♦ J i ,1, 11 q ,. v ♦ Tt' S., r Y , , ♦ r > "Y 4ry �• 1 , _ ` T Y « r a i e _ ' , .INA t ` . ' ` F , N ', , At , r - J `,_le .. a C '' . ' ' , f V ' Y - ` -• n n ` , r • a _ _IV At � ^ ` = y` i' 4 1 n j, , 5'p _ a,P ,r .q 111 ` , ,r J r 1 a " < , n ., ♦ , , h " _ _ , ' •- , v , i , ` x ' t " , {a r , t a Ile { ri " 4♦"r 5°' ' ' ( p " ` Y" _� ht S _ t ' t , • "o ,r Y 'Y. e ( < Y \ > r _ i n , _ 5 _. • t y " , , y 1 e -. 1« ,. Ar r ` v , + ' , + 1 , J - 4 i t 1 •' w k -, ` ' r' '� , ♦ l i ♦ a ` ` , _ _ I 1 ' m r ' . ^ _ '+ ' . M IN.a < ' t Sf- A , s 4' e n _ r Y , • r , r , a $, . r , , F' , ti r . , f Y , AN I( m.. ° jm ' q _ n `.. ; , .F . A " a ' i < ` - ;' _ 's , v , - 1 , •._. / _ „ - ` ' _ 4 1 . > , - - . . e ° ' S .Vr S•T ,+ � . ''t re r' . , , I _ - M .( ' n , ` r, _ , > x m ^r , ( y,F t - _ - -< A / ` r .'„ Ii-, y ♦ ,. ''! ♦ ` , ` ' , . _ , , I , r , ` , _ . , r • y Y + . , ; 5 ' ` , , ` • .Nor< ` , � > *' i. tt� a �i ` �, , � ',/ , , y q _ '` a • ` f ` e AC >, k _' , . _ r u , r , , _ - . , ,. - , r . r ., " z r" ` - h ' a _ n s, f , > t `i ` a _ ' < 'r ,_ " r w - r 5 _ 5 i t w 4 s m ,f c n - ` _ _ - b r' . , ♦ A _ - .. 1 ' _14 - • le , ti 4 , - f'LASTEL - - '< ;> 4 ' z' ` :° „ '` _ , _ �.° PLASTER ° ROUNDS ARCH, T f - 1 `l I `l'� L ! �l T ISSUE RECORD :' = l20UND7*D ARGi�f > E ' - r Ali F♦ ` ,^ Y 1 - �.♦ , ` v ' + y nn ' r or { � . ' Al' v . - ' t `� ' 9` x - . ', _w .' .11 IN ,1.. Y rw _ l „ . ' ' r , , < , . ` , ' - - .. _ . a . ' ', " , ,. y " } F! 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ARCHITECT, IF PROPOSED ASSEMBLIES ARE NOT e N'_ of y . .-.. a t,. ` , r ,r �' ' s ` , a '4 i t r 'v 'w ' 1 ' f • , v ,�,1 ,�' � t�� ,, _ .r < t i _ , < i, / J •• ' 1 v + fr > 41 * �+ , `id "' ', r ` • , ' v „ _ . , d1 �1 ` � SJ ,, , Y y =1 ry . _ �f r NAIW>COT' a „ _ r - - t t . �i, , , _ > P i , - _ ^ ' < _ F t t ' ' r + r l r COMPATIBLE WITH EXISTING. _ .BiD 3- I `7 CI�I _ . ► : a } ' a ; , . `1 ' r �{ `i `'�?il , I q O O O CONSTRUCTION 4-5-CIa If _q t ' "i A ' 4 1 , ,f' ' r x "" , ''-tom { ♦. �.{ S t r ` 2s A4 I` P " r /� u t { 1 �, d 1 5. T - r _ a ` t ` ,i% ti i - < r xlt. <y } IN AN � o> . -��1�/��i� 1 i , 1/ ♦ i } i ' if , • . - ev ' ` , t , , , t _ , , + .. ` -' , _ : LOW WALL s ` CONTRACTOR TO NOTIFY `ARGH{ TEGT OF ANY Not I k a l AS �'" " r It ^ F t O O O D15GREPANGIE5 OR UNFORSEEN CONDITIONS ONCE Nor I AN Net DISCOVERED PRIOR TO GOMMEN iIII WOR1G RELATED ° ; ; . - BEYOND, a - �� - _� AK r � ° TO THAT AREA. AN Ifirl _ ' , , y,. c" i or I ; .v m ` , � : f w A , , ,,.'-r 1 `< j , r - , ` , - + [i 1'r 1111 r a Ak } F' ', J + i' t " , .- .♦M ..._. .., » - . Y n,. i� i i I _ _ ! d 'P , ' 14 r .r„ t _ 2r , .,.,r -, �_.- . .. - b+, !_ , , , 1 1 1 S' I i i :; ,' . M xY r ;r- t ,r'" zx � ' F 1 BUILT—IN i _ , 1 I µ CONTRACTOR TO VERIFY AND COORDINATE WORK WITH '4r ; V, c t ,< - , ' ; ,� : , ` ' ..I__� �� .... . ; _�..._,_ } I , r „ , , , E . , I i t } ` ; I . ' ° ' } [ . " ' - „ ., _ .. .. _ _ ` ' _ ° _ . . VAN :._ [ + { DENCH � � , ' ALL 1�PPLIGABLEZONING AND BUILDING CODE � ' y F . s ` s i� # v . # # . i s ` i # � ` . 1 ' I i !` - +F i ? - , �. _' : 3 i � . __ . _._. t _ . _",. _ i REG?UIREMENTS, r 44 a ,r ` ' .. , r ' ° t ++ - y I ' i„ < � {� 1#' . . ( :" �i i J �F ' i '} 1 . ; a-Atl t ' 'r _ •_- _` • _""'." _„" � , i I [ t j i t 1 { _ t , - _ _ _ i . ." ..,. _ ft . _ j i _,T - ` _ f i' _ _ •{ - t - .. - .. J r _ t 7 _ _..,. _ , .. ! ' _ it Y} 1 .. , , i , 1 1 a i_ k :'{ I , - I .- . t 4 ti 1 1 { '� TM ' � r 1 , t ` y t - k � » 4 [^ , y'Y ti r' _, ' 1 < t { ' \ - k ti a i' ` ,' i r J f r ! 4 r i q, to r : t < • 1 1 d i t ' 1 . t I { ' . # t , 1 1 t i ` " ` _. , , I _, .. ' . ,. ills .,= .,-.... .. _ {.«, .,. ., :w _{ 1 _ .,- ._.. . i ..� r- . ... _. f ( - -t. J _ . __ ... ^ " { ( 1 .` { t a ? _ t t r _ CONTRACTOR TOG ORDINA I r COORDINATE DEMOLITION WORK WITH E , r ` " . . 'r '' ` " ' i ` .Tr S t I' b ' ; ' ,A i " ' ", } ;, '.. ` , t '�; ?_ Y 1 [ t l ! ! 1� j TIEW WORK TO DETERMINE EXACT LIMITS OF n \ ;` r+ . ; ' „ ; . a. {F} f . �y[ t, ° < _ I !. ! " ; . t ; I' ij (; i ; t` - ; " I # i r I }j f fi DEMOLTITION, -Ile K ' t '. ° � ' - ' i : i - _ 1 't _ ` {{ t - ` - ' r ` 1 i t� * 4 1 i 1 4 1- iS' n �� f '4 , ' S 4 { t '- >. .- I f i [ t f j j _ f .. a , _ , , , ' , n ' i a v - i J F, , , 3 ' + ° 2 t I j C a 1 '{ x 3 1 F 1 F i 1 ' _ 15 Ii i t , { r I , i + _ ......, -, , r- < .. _ ,._ t... z y - 4� -r--,a...+ I_ , . _ e. » t ,.. » -" .. _ . _ _ " ` ' t' + - x' L ' 1 1 4 { i ; ' ` t'y , # CONTRACTOR TO PATCH AND REPAIR ALL EXISTING lilt - . ' - 2 a Jw ,, ! 1 i �` - '� li ; 1 i 4 F .k i ! t ( , - ) It'll, i I 't I , t „+�.,_.-_ ,. ,..�»..., _:i.,.' -.. ,.. ^b { r i , F 7 i 5 a , " • , > , # � ' ; * t ' r ' 1 _ ; . t I t SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK . Le I { { ! I y * xw ... _t" .,w w t _. r~,_�» w � _ _? _ L_ _ ma _ M _ t _ _ _ ___ ._ _ i __ w _ M __ _ _ w _ _ __ _ 1 _ _ _� _ _^ ' _ ,- _ ` - ` ' - � ` _ { CONTRACTOR 15 RESPONSIBLE FOR HAZARDOUS I 4 x Y '� _ �, � - ' a ,, , 6° '7RiM MATERIAL INSPECTION; TESTING, AND ABATEMENT IF ' - I i 1 , = b I, - . r BAND Q REQUIRED ti IN I f ' { : i5Lp6 *' 6, ,, 5 ' .. 1.. �E' ►'1" � 1 l. � " 3' a V L LE YSOME '� S 5A�'��°lROOM' { Il j ` /1' � CONTRACTOR TO COORDINATE 1^l(TH OWNER ANY ITEMS At /1 A,< a r I-A TO REMAIN OR TO BE SALVAGED. 5` - _ of- p p SEE SPECS FOR FIRE RE515TIVE PROTECTION if ` , - . . - - <> ,r > :` r _ t' ' ' _ _ , ,, _ ,' , _ REG2UIREMENTS FOR NEW AND EXISTING STRUCTURE. . , ` , OOR(V1'-Yt 12" ARCHED z r' , ,, ; ' , ' _ � ' , PhioNE ; - , 2x2 GROWN a #! ? I AN _ Y , = n LOGKSET I/2 x4 VIrRT. TdG BEAM r { ; . j . = _ SYSTEM NOTES t*� � ��r « �« i �� '{ -+. 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A If it f . t I r � w No _' „ > - y` r , ''; r , �{ • t ; I I r I ;i, _ , . .w :=;� I -' t i e I i ({{{ s i ! t ; _ .. _7' NEGGESARY DUE TO DEMOLITION AND NEW AV 14� r " ri S �' ) '# 1 } 1 + J}i rr � A f r 's . _ }` ' _ i 1 7 i7 i 1 } I t F i t I �t �, t I1Ru ' , r _ } a _ w t ` ; v i - t 4 c ' I t � , ` r. 1 } # " , I i r � ', {t. . ! { n ( r ` tl [ ' 1 , - � . r I § I 1 S 4 i , i t t , 1 I f , j GONSTRUGTION,- ,� Lii m , It �. r <- - •, N t 1 k. , # °fJ . 1 ! _ ! 3 S ' ` I �` *` � ' d t i 5 4. { i f # j ,- 7 `_ 1 • , ty , s t � , , _ , 11 ` t, { , ;' 1 _,- 7 ; .0 I ` i r i t ' '" ,' f I C ' I ` �4 r 1 1 r ..,.. .«_ _,. ,,.. . -,�_-.....« a-.r.,._- - ' _ i 1 P `1 1 t - I I t t i f t I , I r t.._.♦ - , + 1 t t , t ` � ' 1 ! - , , , ' " e ; } ' +, ! { ! t , , t i ! i' _ � _ _ w _ _ _ , I . 1 t k `Y EXTERIOR }^IALLS : _ t t r " # r '< - " ._ ` t -` ' � ` . i , , , , { `] ' I i " ' [ 1 { 1 tit{ » 1 a' ,i 6__ , _ _ .. -,..re_., _ ,. ._ ..« .-i t _ t _ j _ I . f ' t.. _ .. _., r__ ._t_. .- _ _._ _. I ! A117 r l I { i t t i C ;+; n z ., .v _ ' , I f t { t 1 . I , ? J , `� 4 t 7 ' 1 r if_,.w»� {{ . _ pIPRcN `i 112 x f F i 1 - t t I f 1 1 I } i # /�� _ Er . - I , ♦ > 1 , -. , }I` # .! t t t ., n [ , I mI ? . �^ ` J M1 + ! t' }L e ' I Ft 11 t 11 ? � i Er [ I i i t, , I i l t �; , e _ ,' r -, •Y - ; . , ' ' ' ; �. 1 177 , i - t e t - , i t < t 1 ' _ } t le ' II { I ' 1 ' , 1 t ! ,1, 4 6 ; ' i # ' BI�LDW t i 1 j t t I 6 MIL VB WITH 5/8 EXTERIOR GRADE SHEATHING -WITH F- ;, 4 , t' ' ' , [, N , F „ k1f ({f I , „t I « ; If I I { i i _ I } ? t + _ i { t i t I f WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED AN,S ' , ` , ' a' i ' 5i '1 f i , s f r Note,i _ ,” i i # .1 ` . I k " £ i i , _ j . - �t ' I} , < 1 _ , i 1 g i l t 4 t t I ` t P i' , i t ( i ? F e J # 1 1 # I I _ { t - j t i , ( t ' '• F l - _ _ LL t i I t I i I , } ; `. I t I } I k t GYP. BD, AT INTERIOR. " , « t I ( [ .tl f f S _ [ 4 e f t t 1 t 1 ( t } t 1 LY x' jj t k} t 11 t ' 11 ry r.' . ' r •,# tf • ; fi f 4 I ( I- I I ' f - I` } r t , {{ ' F 1 ! = I 1 , I H NE NE O MATCH W2 S L W T SANDSTONE VENEER T WAL RED Uy,�//•�� M AN It ev A 1 Lj EXISTING ALL EXPOSED SIDES, 3 " RED SANDSTONE GAP Q ° r , u A ' �J _ ' ' G b ON TOP WITH METAL RAILINGS MOUNTED ON GAP AS ANN ..Mr ' - ,v r ' ?s. ° < a ' _ , w w , r . . , < i _ ♦ n . ! _ i ,t r 9 1, 4 YF, ` 1 . , u , 1 , r 4 ` 1`` K " , o „ S •. , n _ 1 S . - f tl 4 - _ Y , _ , o t F , _ w _} : i f " INDICATED ON PLAN. _I ; - .: � . ; ' �3Y L� � VATION � � , �L �� . ELEVATION t� L c� ��►'y'' _ x Ife . �' W3 8 " PLANTER WALL WiTH RED SANDSTONE VENEER TO ' x t - It _ 2 MATCH EXISTING ON ONE ` 51DE, 3 " RED SANDSTONE GAP i :r ' ' (� ��I t - 10 ON TOP HEIGHT AS INDICATED ON PLAN. C :: _ '` A �` "_ i - , Aimri "'W ' 4 [ ' , i ✓ e + F , .,. ` • , ' ; ' r " r ` _ t - x , , , , A , , f t . `3t - , , �� ''�• , _ ! , TOPIII , li AV A T- 11 ,N " - 1 MMERED Fa ' ' ' ' ' ' � ' - y < ' -4 ' " - , " ` �� - ' _ - W4 - 6 " 1-RAMiNG 571 WITH FULL GATT iNSULATION WITH , _ t - _ _ a Al _ ROUND r " `' ti ` i 1 ` ` ' ` ' f `l r' - < a , t .. _ v e _ i • _ 6 MIL VB WITH 518 " EXTERIOR GRADE SHEATHING WITH - `; . , - WROUGHT—IRON ± ,Y.` , ` J°` . r t n T - = SQUARE ALL Y STONE VENEER TO MATCH EXISTING NIITH PAINTED GYP. T HANDLE, SEE HARDWARE AROUND BD . ON INTERIOR. In ,; . . ' ; rt _ . ' Li r _ , _ WROUGHT-IRON,TYP. , _ "A" FOR LOCKING NEG 'S No FI ' INDITAL ART 105/1 W5 — 8" CONCRETE RETAINING WALL (NEW OR EXISTING) =, 4 , . �. PROVIDE 5HOP ' - '< , ' ds _ . „ 1 .� I ,� .`'. ALTERNATING � � � � , �r� ' rt - DWGS, FOR ALTERNATE N - WITH 6D MIL MEMBRANE_ YVITH RfGID DRAINAGE BD � i r YVRQUGHT- IRON,TYP. APPROVAL, 7YP. �' - ;3 ° ' # STUCCO FINISH ON EXPOSED SURFACES. T `11 q { 4 } , O ,, � ^ �� ti - ' INDITAL ART ( 0512 ' , tV r , . t „ Ar t' _ L , , _ - . , _ "°t ALTERNATING - a`, ' IN W6 8" CONCRETE RETAINING WALL (NEW OR EXISTING) IN A _ � t I' � , �_ . , I' WITH- 60 MIL MEMBRANE WtTf-i RIG {D DRAINAGE BD WITN I ,r °, . x , �' �� I _ ,r j I ' , " ' — •� r - STUCCO FINISH ON EXPOSED SURFACES, 5 " SANDSTONE { r< _ 4 ro > , x . % i > , -f, a y _ y y SS �� `q 1 9 l ' 7' � , ? i` ^ ^ , ii t ; I , , , - t i'r `^ i _ J t GAP ON TOP HE16HT INDICATED ON PLANS.it u ' A', F , . , i 'r , tl ` • / r _ ; 1 ` „' ".r""-/ +\,.',",/6 x 1 ' _ , - a s t , ...-.--.,,. . , r` ` ' r ......-.. +-. t , ` ...._ ...r,..-._' n 'r' y of I a _ _ „_ - _ __,_ .r ` .. - W? - 6 " FRAMING 5TUD5 WIT FU ` r , - _ t � , x H LL GATT INSULATION WITH IA to I • n :� - `, ' ' . � � N, is , t � wr:- _ I , yl, �U \ ' = 1 6 ,MiL VB W{ TH 518 " EXTERIOR CaRADE SHEATHING WITH �SFD ARCS , `` - _ - _ 4 . ± I �� ;" �, , NNN m N �q _ t � t, - ; ° !. {7 p j, `' t� STUCCO FINISH ON OUTSIDE WITH PAINTED GYP. BD. ON No "'yY S`+ i ; to L , - - F cJ. ^ > l, ! „ ` .`^•t.... �+ r �# � AN,~ * 1 i ij ir , ` i � , .i `I ' 1 `_(��. \ `fy,� f ,ly' , � 11 11 ' ,`fl `` t `i 11 4 INTERIOR ' fe.nay _ .. ., . . ' , " ( t r srt I 4 g , \I ! . ,,} ( + ,' � IUI U 'Y , „ > , L'1 l` v ^n Y 'r ' l ! , - . n , Ff ,r I%tilk ,r' . , •♦ ' { i' kt 5 n f A ,,- _ IN r Y !` . n - , * ^ tlt ✓ � _♦. -. ., j I 'l , r . f iy '' fi ; , n _ _ _ _ _ _ H RE RE5 VE PROTECTION REQUIRED - _ _ _ ;f �`t .,, �:Ir � ` . , , s ' > ' �` :�° W8 A -2 OUR FIRE 15TI ' A% Jfi kf•J to ; J < 5r^ ' ^ , , ., n ' ° Tf - i ,1r `C ,r ,fr � .� yr (1 'n ; t •< "Ii `ry r •, ._ � y , _ - T 4 - , ° it A'` } y r ti i ' k `If 4 ' 1� , r 3 N , ; � ; I , ' ± , r _ 'F , ' � f`r` 111 If 4 l r i ; k , � ,�`, INTERIOR PARTITION, MODIFY EXISTING GON5TRUGTiON A5 w , . ; . � _. , ' I 1 s I { . REQUIRED BY GORE.Air++ S,a, . _ , r i Y ,. F i , ; , , < _ ]]y - '`4. ,` , I ",^ '` r I , !"� ' ! > - -r "`ti i ' , .. w. „-,. �`^' - .. i \`mot ,r ; . 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LI, 1 '/yJ _ /y +��1 EXTERIOR ROOFS ` , { , r + t M�.�al y » � " r r ' ' - r , + <e r ' �I � '"Y \ _ ` 1 a ^ _ . " _O RI - CEDAR SHAKES TO MATCH EXISTING ON 5/8 " WROUGHT-1RDNTYP PLYWOOD WITH 60 MIL ADHEARED MEMBRANE ALL OVER 13 ' ' e : I- At I IV,' c ' INDIT�hL' ART iO5/2 + '"11� NTR* /„ .�., �° ELEVAT �r (FLASHING AND COUNTER FLASHING REQUIRED AT ALL AN 1 14 . A It . : AL'fBRNATI)�tla - �/ { i 4 _ , - ” , r , , , , 4 _ , r; ' c ` _ . _, ' - q SURFACE CHANGES, MIN WIDTH AT VALLEYS TO BE 41_O19 tt _= ` G -i N All N'_ `' = " -HANDLE 5EE HARDWARE 4 r ` p I/:t0Q1�-A" R2 - 2x REDWOOD DECKING TO MATCH EXISTING ON - w^ £� r t ! " REMOVEABE PALLETE WITH 60 MIL MEMBRANE ROOFING > :, . - , i , < T TOP RAIL INDITAL SLOPED TO DRAIN ON ROOF 5TRUGTURE WITH I°AINTED 0 FRITZLEN ' '' ' � , " ART 114/2 GYP BD ON 1/2 " RESILIENT CHANEL5 ATTACHED UNDER - = _ = ` ' WROUGHT— IRON TYP or - „� > , , _ , ,. I , ; ` � - ROVIDE SHOP � - -- . 1 ii . , ,. r . —= y s ROOF FRAMING C , . 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' , - ' r � x - . _ a , . . ` - ,' , ' ' " S _ . , ° - -r - - - ' S^V HEAT TUBES A5 COMPACTED BASE COMPATIBLE WITH EXISTING . BID 3-t7'-qa Al 11" • , , .• v , I I ,Y , , , . , , , - y , . v % I i M1 = Y - , t MARKED ON PLAN ) CONSTRUCTION 4-5—qq al • + - ,, , , - r r' I " ' , , r , �^�-� �, '-Oq - , o o I CONTRACTOR TO NOTIFY ARCHITECT OF ANY -14 4, '> . I, , i r' . "I a ,ya 't r a . , A °' „ r'" ` ` s - `I" I • r` IN At " v • ' , , ' 1 ` V - ' ' ` T J I • - i , _ 4 4 al I -.,.xyh 1,€..r". � ; _IN, DISCREPANGiES OR UNFORSEEN CONDITIONS ONCE ' " , I � , � - - � � �, r EXCAVATION TO ; - I t ADJ SURFACE ° • °' `, r �'.,.N `, ` fy _ I - ' DISCOVERED, PRIOR TO GOMMENG }N�a WORK RELATED III I " - r rr < ~ , r . u , , , , ^ .. , _ Al - ., , ' It I II— I I j11 1 `It IN , � ' µ it, - ° ' _ , v r - ' t i ! BEGI THI " a .._�µ_ mr ._ SEE PLAN Y_.t - ! ; _ .` TO THAT AREA.Nile rf I , : " . INC ' - � ; a a + " N 5 SIDE �z r , tI 1NEW METAL RAILING o - o •. ,�I rF�I I w ='° I �� II 'I I I,rin - , ' " . , ` -, . , .- . - - , . f - , ; . - _ � ' RIGID EF'S i > I _ - , " o o . ,, ,;�. '`�' , _; j, 1' ._ _ , ,_ , � �._ _ r - , �III. - , . i CONTRACTOR TO VERIFY AND COORDINATE WORK WITH ti . , , ' It , , r , "� - CANT I. J , IN r f i ` • a ,` � -I , - I f t I ALL APPLICABLE ZONING AND BUILDING CODE ♦ ti 4 � ` «, r , : _ v. a , Iz.- It F " •n LiI v ° " tJ ! ap I , + • i " r _ _ > ., - " r .. 1' tt�2 - i ° e (• I ' L, r , , - 4 at �1 }. „K"r ,y 5 r - _ , f",y'yy. 'f {�,,}E'' _ ^IN I��' ` 'I r - a Ti r +, + I , s } � n Y � ` f�,... �� ... y • 1 • . I I , , ., , y ."� yr TL,-4 9`1 r • >, , < • i+! 11 ` I i I- I ♦ RE iRE�� r{rNT�. " J . , .. �}�, . e f . P , , •� , r � _ it ° v f a4 y I - I ' <. Ih a 1 R., I ,a _ ' _ �, , . i• :c.i -L•_ ' , ..! -£ .� fI IP, ."`I , , L r ^ . I1,� , t ; _ .TRAVEL AROUND PIPE - 3 _ .I � '3�� ^ zyr a. 1 _f F III 3; � , j Cl 3 � 1 � . { �� a ;�;,� �I = � +- . t „ _ I I < < k � � ! PILASTER BEYOND . _� '��" _ � - _ , ,lli 'I ' ; ; ' ' , . • + `-it Ill , , r .r _ " ✓ . .. " • . ; , " ti n > " — y r 1i - ' s I -� ' � �}"'...a_ t r.. , ( ^ j ` i � � ,-. i � ss s ,+ 1_ �� I , ., _ I ! 7 II i I, a II 4, C > , -r� r,_'s *Ex: r a�;°'� �-- ' T � =- � > �, PERF. PiPE �4 "'� � . ( I GGNTRAGTOR TO COORDINATE DEMOLITION WORK WITH " . F 1 i , t.• . " , ``� , , > -,. r� y„_', ( _ (�fi r t - I NEW WORK TO DETERMINE EXACT LIMITS OF fai, „ ,. ,: J K _ . r r _ .. - ' by i `vr. _ .”wM ems_ +. . jg C., , < } , , I I e ' . , � r , I 3 02X110!5, I `" 1c - " -la� t , _ t , , DEMOLT}TION . - , . i , , I ,- , OUT EXISTING WALL, A I . / r + " r . r , ' e - / II - r , ' e . , - I - ' T'- �`� ..-�i h, ."a a _ t I j` f r _ , _lail DOWN TO �H15 HEIGHT GDNTRA4TOR TO PATCH AND REPAIR ALL EXISTING Ill Pill ` ' r 9L0 - ' � ' ' - ' I " ` 1 S SURFACES TO REMAIN ADJACENT TO DEMOLITION 1NORK.11` > f , , , - I ., J , " } 1 ,, t.; ,I -' I t r_wt I F I-I a M : _ t ` �` , - ,< ..,. '�, F tIa .• AS SHOWN ON PLAN _ � }` " ,� ,.. -, e,. .. f �� . ", i „ r _ t , c ' c " , `jv +=-.V,+�� < n`�"�^'� ' (il `"^t"-T t._I I1' 4 �• 1 NI( r+ ; st,' 'j ', '7 s,y.ti,;,+. r .. . .IN ,I, w, ` ` ir - "� . I - I "" ten'` ` TAY ` I ;- �' ' ` h°� ;z,�,°_F - CONTRACTOR 15 RESPONSIBI..E FOR HAZARDOUS - «+ - r v " Y, It^r-a,. ''k 1, J 4'' ti... � a � � I �J " ' 1NOODt51DING 2 X6` TRIM ` ' ;� ' ' � �` �` ;, `"�� IN _ _ BAND ;� . I rz:, J ' MATERIAL INSPECTION, TESTING, AND ABATEMENT IF I ~ v t I I \ I I . , tea. x F,14N, I REQUIRED .= t/2 ° P1.�Yt^ID rI � , t ` r4 m a _ _ l r I ! , 1 " # " ii 4 r , < "< - IN y .t + W M � '��a CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS Ili I` " t � , �3 I/2 `'� YVALt. ' ' N ` ' I t ; - , , - I TO REMAIN OR TO BE SALVAGED. , ', r . { ' �� "" : ' � �' , , . - � I , � � � ' r ' ° �'"� . I r SEE 5PEG5 FOR FIRE RESISTIVE PROTECTION - IN EXISTING STONE IN" r " ' ' • FLASHING , } + C I VENEER TO REMAIN " ' 11 . A I - I I , , - . :OGKER DOOR ' IN F - REQUIREMENTS FOR NEW ANi:? EXISTING STRUCTURE, s r 2 " ,RE1T 5AND51'ONE - ; _ �lI 'l r "� ; • _ ` > w ' ' ' < . , _ r. - , i ` GAP ' , v " . r t ` ' 7 _ , ° - ` ' , , , � - - t , , ° , t _ •� " , IN . ;, I _ r . j I i' W.. CYST M �dC� �" a ® `'IN N` k 1, 0I I >• a , J _ ;al r,� �' . r � ., , - - NEW .DRAIN F1PE �, . IN EXTERIOR PAVEMENTS : ' , + - r ` , 1 - i - BRI GK PAVERS ON - ~k 11 I " i: r'. < . ' - STONE VENEER TO 1 ' e - < _ 2 '4 BEDDING SAND ON 4�' GRAVEL ON COMPACTED( BASE, ADD SNOW MELT ON f > ° µ h ' 4 ,F a I ' f ATGH £�XISTING _ , 3 Ij 4 GRAVEL BED ON I ` TUBES WHERE INDICATED ON PLAN SOLDIER COURSE AT W �,,� ' ' _` . ; I I b I, ; ; ' ' ( I { COMPACTED BASE PAVER EDGE I H PLASTIC Ill, � . , , ; W T S PAVING EDGE RESTRAINT w I , u0(D :. ,° - i , " , ° . _ < , I , III . - SYSTEM m Pill Ill f , II , e ✓ ^ , e_ III I � I I I N _ t _ _- _ a I III,61 I C�3 ' P2 BRICK PAYERS (SEE SPEC ON 2 " BEDDING BAND d tF -' DOUBLES GMU WALL - ) 0 . , O I - ; , N , - ;i, ` j ' ; ( A:i�JAGENT P00L PAVEMENT ' -N,I 11 I # I I ' {I _ I , _ WITH SNOW MELT 'NBES DN ON " GONG SLA>3 , = 0 Ill I_ • ° 4 \ ' r, FINISN,`GRADE . } ` { I (' COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE _ 'Q J. W � � I I , WITH PLASTIC PAVING EDGE RESTRAINT SYSTEM J O '/ - I I,. Al Ff + I . a ' " " , a I '' ' • i a .� < , I , _ f- U( J°'�i'I "r ., r� a a �^M a n Affill L, N, I • I 4 �' l ° # f «fit l` ( ` - r. r = t ! . n H / w ,11 I ., t N, , I - ' . �t•- • r ' • C r P3 - EXISTING PAVEMENT TO Ai , 'P r ¢`, ( # {` ') t , < EXISTING POOL REM N 'PATCH 0 0 Cn . c t > I , ' ..d , , , 1 . , ._w,..- , rr_._ ` 7 Q " J4a,(�� ,J �f 174r)�c tJa�( >I r` n>(�,, � ADJACENT SURFACE t if 47 fV .�' �(�' r �� r' SEE PLAN SURFACE NEGGESARY DUE TO DEMOLITION AND NEW V }� _ i _ �]( _ 1 GoNSTRUGrION _ � " I - �. a n n ` ' � 4l �_ ` � IA ' i l ._ .. •�, � 1-�1 [ tt ; � f ~[ i is " .tiI + a " , ti ' - t .- _ + � � III 111-....-I � 1 � - { � I� 11� -- III �.il , — I � t� II ( • = t a e t `- 1. L 1a—� A l f 1`^a , _ , ty"i , + i . uGt 1 I - 'i S.i t I r �.l ,.I ,r.. I $., Ls 1 14 , 5 - + k _ { , 3 7 �d "' � ' " I � ' ' 7 _ p I ! 1 � � � i �- - i � l IIC� iI It ; ' � , r � _�. - I t I � � � I I l= I } i 1 I I , 11 Ir 1 I ll ' I I EXTERIOR WALLS � ?I.i . I rx I� ( , I ! I_ I I E TE '�® �.. >•r t : r " � , 1� "� ► =III 11 = 1 t- ) ' 11- 1 k � I i I y, _ WI 6 " FRAMING STUDS WITH FULL GATT INSULATION WITH �C I f _ `� r �� III - ��II =; III 1I _" " - _ � I , . > ,� , . "; � , GONG' FC?G?TI NG " "=�rf ! I > . I r�ftl 'I �( 't Ill: �I1 i � 1 t r �,�,;lx , � , �,, „ ._,I • i ± A.. f _ > I ..IN.( - ( _ ` _ rl ; " ' %_ 6 MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING Al;KITH � . III " " < ` - ` _, - r . , :, - , SE.E 5'1RUGT - r'i dT . L,µ, , mot. I _ �) >,C,n ' ` it ` ' H EXISTING (STAIN) WITH PAINTED - - ail =( fl I � !_ ; Ap f- < i - I k I I - I rt< < � I) I I i-- II 1 "} I , .I , GoP. BD. AT INTERIOR. 5 N " tr , I a ti' ., 1 _ _ 1 t—It r� . . n= �� , 6 t, -11.3-� 1 i 1=- _I _I i— - °''IN, I NI,F , e _ a r � . l "j. � 1, Z •_ IN e=:, J 1: i I I f ^ 4t , t - � 3 j -11 l_"' �" ' ,al ,l I { - I W2 S WALL WITH RED SANDSTONE VENEER TO MATCH F- r ' "I � r , v ([,.. -I- `r — _I` ' , , ' ` t ( f" " } `d^- 1 . y. I o ' +^ • J 'w L A,-0 '. _ . X i- a t f, 3, ,. L • w { 1 I _C ,I ' t r I z.`�" #.11 ' 1 ` I�I � `I 4' ` ai' k rr' . e `1 ' Y � . ` , L „ Slt l t , E �.} , ; '= Ir ",M t 1, ( I _ _� IL - I1 � , t' � 15TINV ALL EXP 5 tl ` It II I" , _ ttr_.. , , - ( . I >„ E _ � � �: ;�_ y _ . ; « , - "t . t „,. � _ xi ; ' � ��' „_. , t �r )t ! - EX OED SIDES 3 RED SANDSTONE GAP ^2 i III - ° �.: Y, , , t -� _ , << ». T,�� _, , ,}, , A _ _, ` w� , r., ..� ; ,�. • * �.� �.w �� ,a? a _ . €� . ., ' F ._ � ..,_ i _ III ` I! I- ` I ( ` ( , ON TOP, WITH METAL RAILINGS MOUNTED ON GAP AS �+ ` A � ' °.: J `� ; II Ii1 — iII - III,- 111 elII� aII-- III--' -III- -► I �- _111-,I.IIIlll� 11I iII - ila Ifi=1II1- ` III � i ( i=� li �- liG-.-lii - � i_-_ii , —Ill -III - -IIi� _ 1 1==1ft -111:� I � °- i �`n1. I ,, r. r , � L; , ,� , a } w' _ I _I -i INDICATED ON PLAN ri I r � ! .� - ,� iii. -III- 1 i 1-� I 11 Ilk - - - . I " ,it � 1 ; .,.- ' =� � 1 , { �t4-1411 it1 �IGlr-Il - � [ � -�llf ( Ik'�ill = ��Iti i � I1- 1 � 1 III X11 : _ . . _P_ I IN -lll ,- 11I_ l v Iii = �ih lll: � NI I � � ° 1I1� 711: _311= 1I- • III -=1II � , 1 ! ' _' �a ; a ` 'i 1 z �'- ` ' A = I ' - ~ - - I " I � I Ill =I11 -�II1 —"► 11— 4 11-� ill .III=I - I I I a _ - � W3 - 8" PLANTER WALL NINTH RED 5AN05TONE VENEER TO I - � ; . , � - i _ -1 { I' -Ili Iii I1�� - � i � _CII NIA 4 ` ( ; ' ! , 1I v ~ H .. ,. . , / . 1 .1 r _ _ I r _ . ' at w z . - � . =III -I I { - I I L � I i 1, .I I f I, l I J i_ I1 { ( r , rp ., MATCH EXISTING ON ONE SIDE, 3 RED SANDSTONE GAP ' - `,� ;A - . . I ' t ,'� - � . I ' " i - 1f1• � 1 � i�1 -= i11 � - I r ' ' ( ' a ; - ' ' , , ON TOP, HEIGHT AS INDICATED ON PLAN, = t , ° ' ' ._ I ; , I e _ I - r - I ` ' GONG . FOOTING i � ' I , ~lit IN ` I I < I t W4 - 6 " FRAMING STUDS WITH FULL BATT INSULATION WITH - 'I PC � ' r r < ,' , _ _ r r , ° , - , ' r ` . - - 6 MIL -V5 WITH 5l8 " EXTERIOR GRADE 5HEATHING WITH a _ -, , a r , = e r - " r LL 1 STONE VENEER TO MATCH EXISTING WITH PAINTED GYP. I T I " ;; ° t I. ` i '° ' ,P s I . I I I t ` - II - I - - - N, < - BD ON INTERIOR , < - 'K W5 - 8" CONCRETE RETAINING WALL (NEW OR EXISTING) Q� ® ®�N , N` '; x ' : . r ' _ ` 6ARNAI67E /�' '�" j WITH 60 MIL MEiriBRANE WITH R161D DRAINAGE BD rl+, - " LOCeKER . 5�.C-`IONS ° PETA I L y SECTIN �� AA LL _ SL= C TIN THRU PILASTER STUCCO FINISH ON EXPO5ED SURFACES, < �I 11 11 I IN ap lL 1.If ,,-I. J , , t 4 .- b y A .' •-y >t f i r , v A l ''• - 4 i 2 _ I + ii+Y+" " It , , , .. " fit Y A$OI ASCI Agpi W6 - \8 " CONCRETE RETAINING WALL {NEW OR EXISTING) R ,IN III 11 la I N - I, - - I WITH 60 MIL MEMBRANE WITH RIGID DRAINAGE BD WITH * `" 1 . I ill A ' ( � _ Ir N,r '. t " (/" ' m i '-O" - - ° " i�-O' STUCCO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE ' � 9 P PC -. 'I r „ , . A , , 11 J , + " _ GAP ON TOP, HEIGHT INDICATED ON PLANS. �' `' I "t? I' l t' ,f , , " I ' e' ' ' ' M I ' 4 a > ; ' If _ I , a I i . . ' „ - W`1 - 6 " FRAMING 5TUD5 KITH FULL, BATT INSULATION WITH S'�'® C,�` IL - ., '- - ,I - " , - I . � "r, ' b MIL VB WITH 5/8 EXTERIOR GRADE SHEATHING WITH - - P " ' " ' ` r , y r " - , > ' - I STUCCO FINISH ON OUTSIDE WfTH PAINTED GYP BD. ON 11 w _ - a INTERIOR. t ° ,ill,� . a I , It r I - IN " ` : I - I A i ! . ; I t _ .. ' Na - 2 HOUR FIRE RESISTIVE PROTECTION REQUIRED I { , - - + INTERIOR PARTITION, MODIFY EXISTING CONSTRUCTION AS ' ' • I y ' - , , ° • I y ' - I I i REQUIRED BY GORE .A Ill IN " r NEW METAL RAILING �' PILASTER BEYOND r "`" t - > FLOORS REVISIONS r � r < _ _ P, Al (4-fall2faittl* Ill ,` , , , < ' . = r r - F1 - 5/4" PLYWOOD ON STRUCTURAL FLOOR ` FRAMING - ` - ' . , - SYSTEM WITH PAINTED GYP BD ON i/2 " RESILIENT �� , , :, ` m I a � ` NNA,l"". t µ , ' i , 1 ! ea ,i _ , I - ,,_ ` { =r J' IAI�'1 - F r J it It If I IlL GHANELS ATTACHED UNDER FLOOR I'RAMING. if I ' I > - ' I , , I I - - A�DJAGENT POOL ,°� ,. j_a.. . - F2 - CONCRETE SLAB ON GRADE, TROWEL FIN15H, MAY - _Ill - I , k . I - I a k � - 1 Pill" ' � ° > � � i � ' r � " ' li -� ` I11 - - ll1 � PA1lEMENT RECEIVE ADDITIONAL FINISH SURFACE . '11 , „ - , e _ - ' ' 4 1 " 111 EXTERIOR ROOFS Ill - III Ia. „ , I r t . ` 511iNG � I N 2 X 6 TR1M . 111 -III,=11 I I - ( ; , , - , ,- _ 1-,YI, I I I rr, = I I { i RI - CEDAR SHAKES TO MATCH EXISTING ON 5/8 " tI,' ` a it tit 1/2 " PLYYwD I r � 4 I ' � - I I�h11 DOOR 7 11� 1 i I III IN r , v , yI u - f ^ 1 -_ I T -1 PLYWOOD WITH GO MIL ADHEARED MEMBRANE ALL OVER i r = 1 ° I, IN . 3 I /2 1rlALL il 1 1 ( i ) 11 1 I -- I 1 I 1 �_ (FLA5HING AND COUNTER FLA5HING REQUIRED AT ALL Ill III t It I, i SURFACE GRANGES, MIN, W1DTH AT VALLEYS TO BE �}'-D ") I 11 "; C" I I , v � I I iti\ - - I/ b I I �_ III 111 III = i1 , - I , ( , ' `F < r r = r ' !/2 " I , r< ' h�:21I - ! -I I f I - 1 ! I ! 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' ;r' " � � L n 1 , _ , . - I - I V I . _. _,� III-. _ i I I CONTRACTOR TO T YERtFY AND COORDINATE WORK WI H 10� - 'r, - -Y 4 „ 4 a ' • ' . , . 1 ! I �� L � y ' r +Ra tSk � �� _ , r _ • e _ " ,J- I I1_ ' ° ', ) , I _ , r - ; . ,y I =°. ` I N - - ' . k II - 111 - ' I � I- =1I1 ICI` 111- PI ALL APPLICABLE ZONING AND BUILDING GORE r~_� I I I I 4 , " , , . ' I _ t , - , I r I ;' A A. J �� 11 } _I I _ 111 = } � �� F r, ~� REG2UlREMENTS. - " `- '.' I `�, . Y _ EXISTING WALL I J -- 11f- x. 45'-q " STONE VENEER TO I , I _ r, Is Vk , IV ' A , . n - F : f 40 1 - � ' DEMO -'A5 INDICATED F 1 t� 45, a „ , MATCH EXISTING CONTRACTOR TO COORDINATE DEMOLITION WORK WITH N. „ I � . ; µ:. 1_ _ °r ' . f 4 r� ' I Ys\ Y: ON PLAN, NEW S'NGGO f }= _ w 0 0 4 - - , a 1 j ::( { j , { IY- 1- `j �_� I f ! 4N SURFACE 111 4 . o Q o o DEW RK N DETERMINE EXACT LIN11T5 OF ry ,FI• _ . % - - J I , I If _ 4 , , 4 r I ) Ili Ii — Iti I11I -- lit I. �• : , _ �' _ ' z , r , , .G...r. - — 1 11 irl-- III . -1.11 Ilil _ - l11 li I 11�=`.r , � � ' ' � ` I �Il1 -1 � - ' 1 111 I ' 1 ' 11_ _II }��1 1G - I� t =111_ x} 11; I11 � FINISH GRADE BEYOND _ , _ f I r 5 It 4 1.11 F V - - 1 - I ( 1 - , 11 .PA 11--.I :t�,L 1 1 } I 11-1 CONTRACTOR TO PATCH AND REPAIR ALL EXISTING L 'r II r _ - - I C � k ;, _ - . _ l , _ , , ' . - °° , � 7 III , , � _ J e - 1_ " 1 ,- FINISH GRADE - " SURFACES TO REMAIN AI7JAGENT TO DEMOLITION WORK. , - 14. A . ` I • . 4 ' . , jt. , r , 11 X, tom r 4 If t, I ' , �, . , . SEE PLAN 1"' CONTRACTOR IS RESPONSIBLE FOR HAZARDOUS If 1 °leIII P� V }'� + c ' • I ` L• r, . - ^' ` t , � Y < k I _ " " + n I y - . , I I r I, - 1 - _k - I 11 I ,. . r ` - , I _ f I I ' y r - I ` -. ; : ,; ' ° v 1� 1 — � I- -I I MATERIAL INSPECTION, TESTING, AND ABATEMENT IF I 11 C , : , - I` - < , I , - < - I' , , r-' ti I GONG STAIRS , L - , q i I-- _ REQUIRED.It A � ' ''* ' - . I t • , r ` F !�� . , r �;. � ` � I1- I ' CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS I .IN t 17 , Y� _If I I I � 1 GONG. FOOTING TO REMAIN OR TO BE SALVAGI=D. ' °: It °, - . ` , . 111 r '.� t 1 C1°-- t `-I ' ' I I I ' -11 11 i,a , t , • ' ; I,a I • k , _ . _ , . • - , . I I W.�,. ,. r � . _ , =X11-.,� II — II� I-.-il1 , it - I _ Ili__- �s.` i K � . 4 f f -11 I __I I I , ,9 I 11 1I I ; SEE SPECS FIRE RESISTIVE PROTECTION AN I k . - , , 1 t , ' :_III I . d l 1 i EG FOR REQUIREMENTS FOR NEW AND EXISTING 5TRUGTURE IN vt [ v ' " .I t I\ .a t ' . 4I F , r ,1 J , I • l 4 c ! `s ' I k ,T 11_ � Z, ' I i A I , a ` II � , ,I, - � '`I :.., . . . '. ,k A, . - -, I ` 1 ��,� Iil - ' = ?�I-� 1 = 11� _ - 111� 111 - GONG . FOOTING _ Z � ,n� i "'° v ' " ° ,t . ° f` r- t , , , , . 1 , , y 1 ,� , � li r _ ' ' I � - ! II " "�V' I "��" Tt 1C� T �J r � .. _w i I sr R ♦ I I ,r� s f a " , - I ' y I - , I , I 11 • . ' - - . e - , - 5 I , ' a `+I d r t Af r - l _ - i ` ° /' � u ° ` /'� ° } NALL �" '�° EXTERIOR PAVEMENTS = z , a�/ie!CoT ' TI 11 �� I X T ; � i.r�. �edT T IOW � � t �/�.r � T THRU LOA NALL PI - BRICK PAVED (SEE SPEC) ON 2 " BEDDING SAND ON W :° _ ^ , ' ' . . . . ; 4" GRAVEL ON COMPACTED BASE, ADD SNOW MELT IT 1,ii. II Y TUBES WHERE INDICATED ON PLAN, SOLDIER COURSE AT W h PAVER EDGE WtTH PLASTIC PAVING EDGE RESTRAINT LLl u� ' s 1, ,11 4 1 I lIi is 1'�O' - I - 1/ ` ■ I'"W !d�' * 1�0' SYSTEM. W, vw I C7 . ° I , . , ,11 " I 4 _ P2 BRICK PAVERS (SEE 5PEC� ON 2 " BEDDING SAND _I. ` _ i' - V. I WITH-SNOW MELT TUBE5 ON ON 4" GONG SLAB I J in ` I II _ _ ` " I . _ � COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE — CC 11 .P . r " , Y t _ r r . • 1 ` , ' ' , < , s - W2 f,61. , -1, ,. _ _ Is WITH PLASTIC PAYING EDGE RESTRAINT SYSTEM r/ •1 J 4 ' r - f v , 9 t R 1 • t r s . > I / s y Y + l 4 , r 1 'k 9 t + , 4 i I •_ M1 I ` - , ° S 4 , I a_ It , ' t [� .I ` - . -'3 , ` , T " r � _ L p < , I ` ' �— 1i J � 0 I, if If_ r Y 4q a - - P3 EXISTING PAVEMENT TO REMAIN, PATCH AS O ke ! t f N, , d , YL y 1- 1 , 4 - , 1 _ .,« n . -- v I . � - ' x- I -1 NEGGESARY DUE TO DEMOLITION AND. NEW , r . , - t .-„ _ _ - ,o , _ CONSTRUCTION. m ,,,j ir T I , IY " r ) + ) ' t . x , , M o ' I 4 = �� ! e , w ., + I , 4 r , , I 1 r F " v r. , 4 1 t ' ' , n , A r ? y .rn 3: a I k WROUGHT IRON EXTERIOR � ' WALLS U � nI I I _s , 4 . .,_ _ I _ , _ � RAILING , Al b " FRAMING STUDS WITH FULL BATT INSULATION WITH ` � <14 I - I _ r. , _ W2 - s tr ;p 6 MIL VB WiTH 5/8 " EXTERIOR GRADE 5HEATHING WITH F„ if, I ,'" I ! i WROUGHT IRON I 1 WOOD 51DING TD MATCH EXISTING (STAIN) WITH PAINTED Imm _ I - ' " b0 ` MIL . MEMBRANE i RAILING W6 13 i I _ ,"' - GYP. BD. 4 ° ' ` - AT INTERIOR ii.III I : . - " ROon NG - 45' 5" �. ` t I D INN' V I;I If If IL• : ° r I _ r , 1riDX71FY1EXl5T1NG ' ' � � � PI W2 - S " WALL WITH RED SANDSTONE VENEER TO MATCH - f"11 G i ' ' �. - , , . EXISTING ALL EXPOSED 51DE5, 51 RED SANDSTONE GAP , P. ;Y . - A FINISH RARE r PI LOW PLANTER 4 ' 11 , _ I r ," -`'Aep REQUIRED ' i It I - 45 1`1`11 bN TOf', WITH METAL RAILINGS MOUNTED ON GAP AS a , v , r ° ' I ;` it1 t - WALL BEYOND It . . _ _ _ _ , I' ' i ° I r - 3" SANDSTONE CAP ` INDICATED ON PLAN. .rig s , I , t , , I .. H , - I v e ✓ I N d .I > r „ . I ', • , _ - IN ' a - N, IY, T • - I ! 4 ( ' I ' _ I ' , q w . _ If I.; - � I - -4' . '4y I r ' f �� w ® E W3 - e" PLANTER WALL WITH RED 5ANDSTONE VENEER TO . ` � ' _ , , �- 431- r I'I< t , .. , , r . .. t ` , , i y IN,I ° ' ____ - 1_I- _ l { I ( l i = 1_I i 1 } MATCH EXISTING ON ONE SIDE, 3" RED SANDSTONE GAP s. t III ' , x = r , . LIQUID« MEMBRANE I , I _ 4 .`I o tY d o ' aw PI f y ' I I ' l 11 ; III ; 11 „ ) I r , bsl 1 ON TOP HEIGHT A5 INDICATED ON PLAN. ` w I . _ r . , raw - — ,x 44',. I "_. _ _ - - - - - , J-f I L i ,M,; 11 ,rrr—rrr-m 111 i 1 I - 1 I !- ° ' ` , , , , « , ry It - , , -' V, , ' , , -r_.`-�;-;" I -- �-,-;�, ;Lt 3/4" EXTERIOR _ _ , ' 11 � = 111 �I � }v-X11 � - �, - l _fIII ' i, , W4 - 6" FRAMING STi1D5 WITH FULL BAIT INSULATION WITH 0 Is I I , , t ' ji ,I4i;; f }: '"', l? GR. PLYWCIOD 42 '—O " _ 1_l 11 l - t 1 _ } b MIL VB WITH 5/45 EXTERIOR GRADE SHEATHING, WITH III 4r_ 4 '= �_ - 1 ' 1 A. aJ, ' ' I" - � ` I _ �, � %'r, �_II 0 - IT II � Il--III, 11I- - 0 STONE VENEER TO MATCH EXISTING WITH PAINTED GYP ' ' I - I m: + NEW GOAT STUCCO _ ! ' _ 1iI ON INTERIOR. k, s;, ° _ . '; - ' - _ , t � EXISTING � 41 �1111 '_ I ` -Afl W5 - 8" CONCRETE RETAINING WALL (NEW OR EXISTING) - ROOF FRAMING CANT _ f I F , I � III I III t Is 4 , - . « I 1 _ 4 ; ll-_ " 11 0 11 ` WITH b0 MIL MEMBRANE WITH RIGID DRAINAGE BD " .1 I ` ' f 49 ` - ' e I I 4 " _ I - P, n,. *, ' . t , , n r I _ o o o " _ I I_- i ' Q I ' 3 ° , . " w ill ` 4 I11 iy III ill ] STUCCO FINISH ON EXPOSED SURFACES. 6 , � VI`_1} } } Wb 5 " CONCRETE RETAINING WALL (NEW OR EXISTING)T * J. 1 u ._ , ,`f , i I _ ) _ -� r- _ t GONG. FOOTING — Wl7H 60 MIL MEMBRANE WITH RIGID DRAINAGE BD WITH . . _ _ v > I 11`rs`Y , I I ° - " r - , 1f I _ _ 1 - I - _�ilt STUCCO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE i-' r h _ r , _ - I If - I • - i 1 i ' = ) GAP ON TOP, HEIGHT INDICATED ON f'LAN5 e � 9 = - - EXISTING GARAGE I - - _ I , , - I I i ; 1:11 I - a \ /t n , _ ... , it ) J A , . . ' , r 1 ' � , ° - vDOOR - i- I -i IfI W'l - b " FRAMING STUDS W1TH FULL BATT INSULATION WITH �� ) te ,. L W - - III y GONG. FOOTING I 6 MIL VB WiTH 5/S " EXTERIOR GRADE SHEATHING WITH 4 , •a , ` I I y ,4 1 ' ., ` ; 4 , , I _ III : 111 -. Ill'Al � , - �S�'p �,` +\� I. I. ' .. I_I III III i I I ` STUCCO FINISH ON OUTSIDE WITH PAINTED GYP BD ON ,% _ . • " t • 11I_ -111 '� ' INTERIOR.11 AL IN Ln T I " ° « I , - I- " 1 It , I r , I , , , r _ t t ` - ; .> ' . « I ` - ` ' ' W8 - 2 HOUR FIRE RE5151"IYE PROTECTION REQUIRED _ `: - ° 'J ' I 'I ` I I _ - - I - � , INTERIOR PARTITION, MODIFY EXISTING CONSTRUCTION AS - fr , ,_« w T ; THRUI6ARA6E 'I THE NALL 1 NALL uIN I " `M1 ' REQUIRED BY GODe r � , . _ . REVISIONS ° r, ' , 1 - t z` , - 6° 5 4 FLOORS VNINNiNINNNINI I It I , I - ' s ` - . , ' r , I � � � (4-2 -qQ) ` 1 I 1,_ , `�', , ' I/2' 1'-4` • � �..(�� . U:� In �� F1- - 3/4" PLYWOOD ON STRUCTURAL FLOOR FRAMING N. At v , I SYSTEM WITH PAINTED GYP BD ON 1/2 IFE5ILIENT "I F , Y, { , ' _ _ , _ _ , . , r. _ - - - � , _ - _ GHANELS ATTACHED UNDER FLOOR FRAMING - r .It . ' F2 - CONCRETE SLAB ON GRADE, TROWEL FIN15H, MAY a ' ,r r _ ,I , µ - , ' � ` , I I - RECEIVE ADDITIONAL FINISH SURFACE. - - 4 , . Y , 3 _ - �-- I r , r 1, . - rr W7 _ _ _ .11 r ; _ EXTERIOR ROOFS „ 10) - _ I I- I RI CEDAR SHAKES TO MATCH EXISTING ON 5/8 " , z }"` = ci ,. _ - I 16 OZ GOPF):R ° ` 'If � PLYWOOD WITH b0 MIL ADHEARED MEMBRANE ALL OVER, k_ I ' n _ FIN - ' ' , , t - . " AT STONE/WAtLL (FLASHING AND COUNTER FLASHING RE(1xv ? AT ALL .� ,, ' ` I I_ V « 4 : . ` « - _ :° fi - GAP, T'YP , I - 4 ' < _ _ 1 ' "r' r SURFACE CHANGES MIN. WIDTH AT VALLEYS TO BE 4 '-O") A I 4•r,, x , , r- i- • Y N. r I + I ` I � , , + . ' ' + ' 4 ° ♦ n _ - c r _ ", I I ,.I sr III , II I IN ;r 1 `t - - - { _ , I RI '� = I 2x BLOCKING R2 2x REDWOOD DECKING TO MATCH EXISTING ON - ., .ur : , a y _ W4 _ RI SEE STRUCTURAL REMOVEABE PALLETS WITH b0 MIL MEMBRANE ROOFING Its " �� : r . , , , . , I FRITZLEN 113 FOR ROOF FRAMING GALV BIRDSGREEN SLOPED TO DRAIN ON ROOF STRUCTURE WITH PAINTED „ ', t '_ . , _ I II WIRE MESH „ Nt ca. I GYP BD ON 1/2 " RESILIENT GHANEL5 ATTACHED UNDER " `� I 'k s, ° " . ' - r - SEE STRUCTURAL _ L /a . 2x OMRtGGER ROOF FRAMING t sI - PII E R C E t� =0 y y " I i I . I I ' ' FOR RQOF. FRAMING MIN. , BLOCKING # ROOF FLASHING 1r - , , , ( I �fl „ I ` - _ ' I ' ' ' I - 4 „ '`- ' ` 'Iv ” , I _ a I �� MEMBRANE ON 3/4 PLYWOOD,,` W TH FLAT SEAMS SAND ,> , ; i;, I r s DRIP EDGE { „yam _ _ CLIP FASENERS AT EACH LOCKER DIVIDER S M I IT H . 1 " ,�{ _ `` 1 " , L SQLID R5' WOOD _ - 2xt0 FASCIA AT ELEVATOR, 2xi0 FASCIA AT ELf=VATOR ,% BEAM , ' , 3x}2 FASCIA AT OFFICE * ' w 1. I ` , ' h �I � 2x12 FASCIA AT OFFICE ° is . 4 ' -6r " " s y • - ' .. r ' _ • a> M r ' „ r ' - AND 1 4 _ , ' - s _ , , � � 4' „ , ` , iS -�I _ I I f + r AND ENTRY I -1 IV I , . •I, j ` I r"n I, , S '' lr _ , , I I \ M1 . I , _ t ' Y i r , 4Ir 11 , ; 'k ' 1 - - , ' , ' - I ♦ 4 III r 11 -I, I SEE PLAN FOR 3xbx8 WD BLOCKING 4o, • - � _ . , I SEE FLAN FOR i/2 " EXT SOFFIT WALL TYPE AT 24 " O.G . 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' r n - ,. r ' d ,, , i , ° - . , ^ . y - , , . r F . , , _ir r L s " 1 ' , r t J x „. _ - ' - - ti e _ r t A Y - « _ t ` r \ r, , ` - _ ” ^ , .. _ , , ' _ n , , 4 J 14sV °` e'^f y ~ = _ Il " 'ir v ' y I . `. •t - 1JI \ J ,r •' ` ` F I S , - '' i _ • J 'I ,. . t - YY i - _ ' t ' l , / y > I' A 5 ! r / ` F , - - t ^ Yt i f - . Y . , ' . . 4 v _ - _ _ s .. - ,1. ,, _ 4�''l e r. , § - � ' -I r ^ i ,ti. _ . t, r^ ,r I , , C 3 p" - - r e t , ' t - ' , _- x ^ - r ^ ` ) _% .f " ,t A� , , e a _ . r , ,� . , �r. � J , Iry"4•» ^ - ' , s +.` '4 , : v t I `I J . ^ , ,` , - b _ � " , - . L I e ' - y . r- - I � ` ^ ' t - 1 , , _ I I - .", . , . . r ", rM1 , J . e _ ' t . , Td t .. ° V e , v .. _ ,. i„ I , . s r _ , _ , , . _ 4 l .. L I I t mIn ]` lJ • -^, - .. _ / r , i IFS 1[ " v r -r , ' ` - - ' ./ ' , ' _ , r ' , e • n - ^ , +- , Y 1 ' ' ' , A I ^ S 1 - I . , n . '^ - r - e s - . //° 1}}��'' �}1/y�/\�� NOTES ) I , f " T �T Y , , , ' i s Y , ' ' . I e . ry " ' . _ . - , ` . , r , w . . _' .e , , . t � iOFI.. � AL �II�� , .k fLL of 4 , J [ r ,, f I R \/' l 1 X , . Ill • f .. - ` v � I I, r y " - ..♦ e - ' ' " n „ . + ' . I, i . ' . v i _ " I l ISSUE RECORD -r _ r I 'f X♦r r ♦ A ,, I �� _ r ri IA� i , J , ,, �. , ` , r a r , _ •` r , `I C y T , , I III _ ' L , , r s , . ' , t ' ♦ i ` ` t'♦ " 4 kP - t f - It , ' tr. � t'l ,y I . Y v ^ . • ♦ , J r ,I , - ` I r ^ ' ' { 'Aly r r CONTRACTOR TO FIELD VERIFY ALL EXIST R6 _ _ .14 I, ', ` , I , N » ', 4 - y ^ , y GDNDITIONS AND t4SSEMf3LIE5. GDNTRAGTDR TO NOTIFY t 11 i � , r Jv , _ J, r r ,_ Teo x , * �l „ IT _ / ♦ ` PI<L..�'BI D. B'r'1V'�4 , , 4 1 r t ' . t 607 (1'525 mm) MIN. ARCHITECT IF PROPOSED ASSEMBLIES ARE NOT - . ov °,A '', x _ b " 150 mm) R COMPATIBLE WITH EXI571NG . BID 3– l '1 –SCI - 1 it , - ,A r ,- ( CONSTRUCTION 4"5—Q9 A it a , , a -^/ {^ _ E ° .. ; ; ,i , y - • , ^ _ • , , _ , . .. v " ♦' :r - - r - I , 4' .f a . , - - , ^ . ✓ - - MA/ C, } r - , f . _ ' " l- M�N � _ - , �� - ' D SGREPANGtE OR UN1*bRSEEN GDNDQTIONS OONCE , . , t - III _°. ; . . It ' . : ) l ° , , _ . , � � w _ _ , 4 , , ` ; . - = r ,. , � ; . , r - , ` ' - 12 (345� rmm) - , , _ , e , , _ r - ,q 11 p . ' , > DISCOVERED, PRIOR TO COMMENCING WORK RELATED ertt x ' * , - le , 1 µ y _ T _ , , I r'r `I I " J Y 11 " , , - ,r e I 1 AX. i ', :,, F ;' 4• , r _ ' ' .` r s 19 {435 mm) TO THAT AREA _r or 29 `' (735 mm) ; , t r • o-, MAX, - ;'' klI ' -1 l' '� - I R FLEGTiVE '' ,A e ^ l ' ALL CONTRACTOR ABLE ZONING AND BUILDING ODYVC'1RK WITH J r 11 ` V. i `u' ., . ' (I i y , .^ , r - 4, « . 4 '_ ' ' • �/', 1V� I �� I > r , , Al , r - _ i - I o, ' r REQUIREMENTS. I` 'TI s �%, E ` « - s ,I a r , 3 . . ' A) • TDI:' OF - r . . jYI I RROR I Q _ - I ti" I. . kA ` y I s ' I 4 I ` LA�lAfi4RY` 130TTOM = ' ; l '. O ° 12 " (305 rnm) MAX. CONTRACTOR TO COORDINATE DEMOLITION WORK WITH , Y/y� m{ � z w NEW WORK TO DETERMINE EXACT LIMITS OF Ot 4- , � 'v _ - r i •1, " 1 - •. .f, _ I. , - 2o) f " - (&85 1 I lm) ' - ,-' . , t ~ e _ 1 ~ _ - \ - _ ° 7- - x t , z ir _, 1 _ ,� O 6 " I�1AX . DEMOLTITION MIN . z_ 0 4 (100 mm) 42 " ( IOb5 mm) MIN . I y t f , i L 7� _ v r_„ � � O x MAX ♦ m 6 " (915 mm) MIN I CONTRACTOR TO PATCH AND REPAIR ALL EXISTING , it � ' _. ' 1 � _ _ w _ SURFACES TO REMAIN ADJACENT TO DEMOLITION WORK. .. n , 1-Y ' .. -r t I , t r �. >- F I ' O ' — ,. `F e r - � lI, O ' = O IS " (455 mm . . N 3b " 15 mm MA C . U) ( ) - Al - - 1� �' ;v"o'`%$ 1 E e N is 1 - _ 1Fj " CONTRACTOR IS RE5PON51BLE FOR HAZARDOUS I ° ; ) r , . t � ; ,f . m CLEAR " . . — REQUIRED. = I_f., � `� . -:w _.. 1 r MATERIAL INSPECTION, TE57iNG, AND ABATEMENT IF I ' r ? , =„ = 1 1 It - 1! � d FLOOR _ �!7 _ r, '\ { �}� *x °� I A'l v ;;, - Y.[[�� , _ PA E - cfJ � -�� CONTRACTOR TO COORDINATE WITH OWNER ANY ITEMS 'A r " t - _ `t' w,w`".`F &J,``tt iff,, •� yk_'to o : .j� 1' . :�. - ` � /Z ' u ` 4 OlION ''L.'° `" , , - , , , . { Y .-Y'-=, S ,�.�+� "d. th�I ' _.,; } '''. ,` ~J . , , a • . _ TO REMAIN OR TO BE SALVAGED.It I - S `' „ r ' t Y , , v ,t ', s ^ ��jy ,c'fiti ,v l .F 5 �'` 'of „ t _ I , , -. I' I ' .. 1'i ' - - �`f J da„X`rw-i IL v, y'Yw'^?Tff,:�.a S .f l ,s•�,' ,,•- • , t .. n r t \ - 11 `n 0 _A.- K `�FzY . i : n; r s H i , I ` 4—, - SEE SPECS FOR FIRE RESISTIVE PROTECTION A. Y / 42 {# 065 mm) MIN _ — REQUIREMENTS FOR NEW AND EXISTING STRUCTURE �� Y , - �- J f - r -n . t , f J , �... _ , . . 1 , AI 4 _ _ • / e LATCH APPROACH „ • m m z t' , ` I, q (230 mm 30 " 760 mm - OTHER APPROACHES 1 O - � s } ' ' � � � ''° , i ' �.. ~ ' y .r ` y�It ' (245 mmj ' - «_ • ' M( K . ' ' a ' ' MIN . .- �j, 11 (( 220 mm) MIN o - �Y af" N� , 1�1OA ,If I% It I i t- m w . . . � - MIN . KNEE _ , ,. r t • 211 X15 mm) _ m �, r m d) � � z r - I N EXTERIOR PAVEMENT " �° �- T. 4 t ' _�, •+' ; , ,. 4 . GLEAi?ANG� Y b ll (1504 mm) MAX . MI ` ar ` ' . ` » . „ # '7 " 43�r m TOE GLEA,RANG� PI – BRICK PAVERS (SEE SPEC) ON 2 " $EDDING SAND ON Z { ) 4" GRAVEL ON COMPACTED BASE, ADD 5NOW MELT I 11J ' , , I _ - _%' ' = r r ` I MIN . DEI�TH _ 19 " (485 mm) MINr IN ^ . ♦ , ', I . , x ` TUBES WHERE INDICATED ON 1'ALAN, EDGE RESTRAINT T 1�1 , , - ^ , PAVER EDGE .WITH PLA_ G P i I , , I - ,, SYSTEM z ' W , _ d 1 . - _ , , co _ _ 1I - , , P 5TANDARD STALL I ELEVATIONS t� ,: P2 BRICK PAVERS (SEE SPEC) ON 2" BEDDING SAND < Q '` if A, '� : ; � WITH 5NOW MELT TUBES ON ON 4 " GONG SLAB '"t A ` ` J <III J �4 � ANP � � "q�' � COMPACTED BASE, SOLDIER COURSE AT PAVER EDGE Ii � to ' L► 'A ' '�' WITH PLASTIC PAVING EDGE RESTRAINT SYSTEM. p� c �P , T , e I if " ^v ' ` , , , ` j, � ' ' t r e * �.�� f Y 1 I 'I(II _ . r . r_ a i^ I �. �� - - __ _ -__- - - - - - —t 4' I, F; �'- _� ��wi• NEGGESARY DUE TO DEMOLITION MAIN, A IND NEW PATCH AS } a 3: U , , Ii 1 . 4 ) - Y , ° a , o I 4t y l v ' I' ll , ? J e , a 1 , p + , . - , , ^ ��Got J I 1` _ : CONSTRUCTION ri It I �r l r A , y ,t r > I , 'k , '^ r / t • T 4 - -1' r • L ` ' ` ' Q I it it ,_ ' - ' . ,;.. _ � , . f , , - , r t / I , - _ Al" ems , - d . • f , , , - - r " ^ EXTERIOR WAt;LS . � C) °�+'II � WI — 6 FRAMING STUDS WITH FULL BATT INSULATION WITH MIL VB WITH 5/8 " EXTERIOR GRADE SHEATHING WITH 4 • I I e _ 36 " (915 mm) ' , WOOD SIDING TO MATCH EXISTING (STAIN) WITH PAINTED , a - r . I - r r ' r ' i I r k , e , V ` 1 ; " - - F l - ( S " (455 mm) GYP. BD. AT , INTERI ©R. Q ,l.fit > .. r , i " r ety - , . ' f ' t Y , r , , • i i - . r . , , a S, • = r `„ It r y( n n 'F ^ .' - .. n ♦ ' ' t 5 .. " - _ " A - 1 . • e ` r a '- ) ` f _ + rt 'A'1 . e ` _ v t , . , a - , , ,v , 4 r, ` ` . v . e 4 _ - ) a ,. < J , ' b ,a` W2 S" WALL WITH RED SANDSTONE VENEER TO MATCH a" j , "r . h ` s ^ - , . Q 4 --� EXISTING ALL EXPOSED SIDES, 3 " RED SANDSTONE GAP N , , A ti > , - r _ _ ON TOP, WITH METAL RAILING5 MOUNTED ON GAP A5%4 A ,. I ' ♦ r 1 3 Y ,ten ,1' ` I l , Ly y `t' � , - t v s e a ` � • J ♦ t_. ` ♦ - , ' ` _ ' 1 [ - ` I �r e e t • I I „ y� , E ` I ` . - , _ r . At - = ,. I E INDICATED ON PLAN . ' _ . , ; I S " (455 mrrti) z " -' e s '.r 4 - w' I , II 'r ` • , I _ « c ` > " t ^ lr ; - ' _ ' � f ' , n ' ' ' f ` , a . r 4 ' n - , , _ _ 1 I'l =e'', ^ :w ^ ' „ r W3 8" PLANTER WALL WITH RED SANDSTONE <VENEER TO MATCH EXISTING ON ONE SIDE, 3 "- RED SANDSTONE GAP 1.L` - _ ;,z ; t - n . . f e ., ' . - . . HINGEa 4I F• -"°I ' ; ' "_ ! ? " (,55 , mm) - ` „ =_ ON TOP, HEIGHT AS INDICATED ON PLAN.7, 1", _ , _ . - ` ea : - - . . e `w° 4 ; 4, , - FOL VIN& I, , MAX. m it " _ ^ , 1 , r y . r -I W4 6 FRAMING STUDS WITH FULL t3ATT INSULATION WITH V , , I II � X - ,. 1 ' ' _ " d + ` E a " (1220 mm) MAX . MIL VE3 WITH 5/8 " EXTERIOR GRADE SHEATHING WITH STONE VENEER TO MATCH EXISTING WITH PAINTED GYP Al ,, I r ♦y ` , r. , , ' i ♦ `' < - , . Ir ' x - <� J , '' < .. 1I t , : M1 : q ' . , � l \ a .r % ♦ J �CT�� r 11 ; ,�._ '� _ - - - r ) ;= E J BD ON INTERIOR.I.- E _ . - ♦, - - W5 8" CONCRETE RETAININ& WALL (NEW OR EXISTING) . r ~V._ I } 0 , �,, `� ' ,1 � � - � s _ • 1 4 ._ i * ., ^ _ • t r ' ♦ �- N t ?me , ' ` , • r ' , u _ - - - r y = th 38 " (Gb5 mm) MIN WITH 6O MIL MEMBRANE WITH RfGiD DRAINAGE BO ®( . y 'e ;, d) . X11 �� ® " ~ ' t „ , , _ (5 X - {14D l _ STUCCO FIN15H ON EXPOSED SURFACES _ �� ® <;A ' ,` ,. le t` r ` , - ? r � r S^ • . I = - ° • �' I , q J ' r " - _ ' f ` - I 1 z � V ' E » ( O N I «11 t 1. 1 I ,;4, W + cy = ' Q m <t 33 —° 56 ° (840 —915 mm) W�H 6o MI MEMBRANE WIITN R1GlDLDRA NAGS BDTWITH W E� � ," r lIIOOII m ^ I III` a Y -• Ia 3 L ` JS ' ` y ,I - a 1 = - y ' lw i • ' I ( - . ^ t ' M i - Jr 1- X a 1' by , ! v _ , �.,,�_ ) � .�J. ' ., i4 _ , w . I I , f . . ^ t - , i" d- t STtJGGO FINISH ON EXPOSED SURFACES, 3 " SANDSTONE, r4 e . �A - r .�. I � t I, ��A ,A 4 f , ry ) , y 1, . l GAP ON TOP, HEIGHT INDICATED ON FLANS. " . I • Il , p ; , I ;, ,. w r ° . _ I Y BACK WALL CONTROL WALL - _ - - SEAT WALL r I 10 ,' `I : • ' , -y > der r I t . . - , ; ' I , ' ° ° - 11 f V41 b FRAMING STUDS WITH FULL BATT INSULATION WITH �� `��IrA,4 Ill ,l y t ; . ' , _ 11 , , . 48 (1220% mm) MIN . 6 MIL VB WITH 5/8" EXTERIOR GRADE SHEATHING WITH 0 G� 'I „ , � . ` , I. . 15 `(305 mm) - l1 - _ _ , , ` e k , [ - Al-FULL DEPTH ' - - e 1 f I ti Al • - - e - � � - " ,,Ge If w ,, - -iv ' ' - I _ MAXI - x t7 TALI. 4'` , > -. , 36 X 36 IN. SHOWER STALL ELEVATIONS STUCCO FINISH ON OUTSIDE WITH PAINTED GYP BD . ON ` ', n e _r ; , I , . , F 5 - 36 X 36 IN . 5HOWER STALL INTERIOR. A ir W8 2 HOUR FIRE RESISTIVE PROTECTION REQUIRED - , . . r I. _ I � INTERIOR PARTITION, MODIFY EXISTING GONSTRUGTION A5 1 16 1 .. Nr . „ F _ , . , « . , nl f . ' , ° _ r - " . . _ - ' ' _ ' ' » REQUIRED BY CODE _ I ' . , J , ' a ^ , ., , , . c ' , r 11' J ^ ' I ` Al' ^` _ ^ a FLOORS REVISIONS 40, � : III _ ',I , . r ` - SEAT 11 L � � ( _2 .qq)10 SHOAER STALL. PLAN AN17 ELEVATIONS FI — 3/4 PLYWOOD ON STRUCTURAL FLOOR FRAMING " „ All ` , 1 » r It I SYSTEM WITH PAINTED GYP BD DN t/2 " RESILIENT < lr , _ - �� r 3 GHANELS ATTACHED UNDER FLOOR FRAMING .I .. r - « ` r w 1 . . - e i/•a e - Y Ilk " , ' � ^ I = F2 – CONCRETE SLAB ON taRADE, TROWEL FINISH, MAY _ ` I ' - r . , o I r r RECEIVE ADDITIONAL FINISH SURFACE.lo 0• e', 14 ' n - ` 4 1 - . • f - t I ' ". A, .. v l . , v ♦ Y J 3 - . r ' r < , , y , ' f . . t 11 I' ; _ - EXTERIOR ROOFS _ ; it ', fay . r r •- , r " '1, ' 4 " I t • - a I, ♦ ` I I 11 ' - 4 e e _ i, ,- f - 4 `, a ... . 1 - Al v I _ - ' RI CEDAR SHAKES TO MATCH EX15 D ° ' e • _ _ - PLYWOOD WITH 60 MIL ADHEARED M1MBRANE ALL OVER ,, ' , 4 _ If `yti '; sn ' I ` "" y -- 1` " I . ( " Y , - (FLASHING AND COUNTER FLASHING REQUIRED AT ALL I NI „ r Imo, SURFACE CHANGES, MIN WIDTH AT VALLEYS TO HE 4 '—O „) ' �A) I ' i, ° ` r ' , ' 1 R2 – 2x REDWOOD DECKING TO MATCH EXISTING ON I r4 14 _4 ` , , - _ l ,°X I I ,A . ' • ' 14 I , i - ; e - - I _ , - - ' t7 — Iq ” _ . _ 11 NOT ro EXCEED ' � ;, - , - . I r . r _ - EGtU1PMENT • I � I9 _ ____ REMOVEABE PALLETS WITH 60 MIL MEMBRANE ROOFNG IIIIIAIII' ` - a � PERMITTED - f430 — 485 mm) FOUNTAIN DEPTH SLOPED TO BRAIN ON ROOF STRUCTURE WITH PAINTED FRITZLEN 'a It `r r (434 — 485 mm)_ % } . 1 lI r " ` IN SHADED " z �"— I GYP BD ON t/2 " yRE51LIENT GHANEL5 ATTACHED UNDER k _„A .« � < ' - - , _ Aq � ` - 'l , - AREA - z x I ROCA FRAM►TUG. I P - 1 r CE L, I�,.' . �� . , . 1 �' ' =" , 41 �: 7 ; ' = t 2'i " (685 mm) MlN Ili� ° _ _ E R3 16 OZ . 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Jq' " 1,' � R ° r.ir < r.Y wa r < • " ~ f a ' J *_ n _ i r ' r r - ^ a p r a R • '�4%`\v ., , �/\� • ' 4 v t r - x '� . _ i , -� , - . `BALLS � „ ' , _ }- - a' _ � - _ •. r . � ' - • F a , , ' _ - l," ' . �� I ° , `°," . . i' _ '.M1 �• RH_ ' , t , ' , " ` � 'R rt, ` ,. � rll , .f i ; • `-r ,,, -� _w. '_ , : , ;T < , ,. a a, , '� ` _ ,li, - +; _ r n 1 , ` ELEVATIONS OF CONCRETE . FOUNDATION EtEMENTS INDICATED ON , PLAN THUS. 3 _ _ ' , - ,, ` y , , _ : ' s4 � ,r ' $ ; _ , ter - . x , - _':,_' " Y, ' _ .t ` i _ _ f K C , .I , a ' , , r'= ' ., ; t. /br�yl [�. �� • �C9 - 1i , t t x STEF� ` , � „ x - � T. b. W�-TOP OF CONCRETE °WALL T - t - � - . _ . r a 3 , F • _ . r Mt ', • Pi ,= t', ' ' C�R ' ` v'L,a A 'r < '-µ r' v � �o `4 . + . e , x rR"' , t ' ` ' TrV 1. 19 °� V {�. 6 r' y as y t 'r ` ^ T. ♦ ° t 3nv . , t ' sn . " v - , a a , , a _ J !f a _ 1{ ' ;`; - ,� ,a t ,V;� ;< - "< n ;-q' ' , � " '- sr , i , - . 4" , w k, i , _ '��`/yt > a . ,. , ' -f: ' ) ; « ; _ _, " r _ :l T. O. 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