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Home My WebLink AboutPlans 2000 Town of Vail Building Safety & Inspection Serv-ices - Community Development Department 75 South Frontage Road Vail , CO 81657 ( 970 ) 479 - 2142 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : B00 - 0287 _ Date : January 16 , 2001 Project Name ; DARBY VAIL I � Nichols Side Address : 3847 Lupine Drive Contractor : The K . C . Company Occupancy : R3 , U1 Architect : The Mulhern Group Construction : V - N Engineer : Nevjarhr - Gorman Report By : Charlie Davis NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . SEPARATION � DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 114 . 0 Feet 114 . 0 Feet EAST Building 0 . 0 Feet 0 . 0 Feet ' SOUTH Public way 70 . 0 Feet 45 . 0 Feet WEST Public way 70 . 0 Feet 45 . 0 Feet Page # 2 Code review for : Project Id . : DARBY VAIL II Address : 3847 Lupine Drive EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - � earing Opening Cons � ruction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST - For Bearing Non - Bearing Opening Construction Parapet Occupancy Wa11 Wall Protection Ntaterial Required. R3 1 hou.r 1 hour Not Allowed Any Yes U1 1 hour 1 hour Not Allowed Any Yes SOUTH For Bearing Ison - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For � earing Non - Bearing Opening Construction Parapet '� Occupancy Wall Wall Protection Material Required ' R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No On.e hour exterior walls may be protected only on the exterior side in a U1 occupancyo - - Sec . 503 . 4 . 8 None - - No fire pro� ection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 / 4 hr fire assemblies . 50 % of the area of the wa11 maximum . - - Table 5 -A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq _ f �. . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not A1lowed - - Openings are not permitted in this wall , P�ge # 3 Code review for : P�oject Id . : DARBY VAIL TI Address : 3847 Lupine Drive FL NAME AREA MIN . LIGHT MIN . VENT NO . EXITS EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Master bath 164 ° 0 8 . 2 1 No 2 Master bedroom 277 27 . 7 13 . 85 1 Yes 2 Office 36 10 . 0 5 . 0 1 No 2 Halls , closets , etca 205 . 0 a0 1 No TOTAT, FOR FLOOR 682 1 1 Great room 201 20 . 1 10005 1 1�To 1 Kitchen 317 00 15 . 85 1 I�o 1 Dining room 1. 94 19 . 4 9 . 7 1. No 1 Powder room 27 . 0 1 . 5 1 1Vo 1 Bathroom # 3 53 . 0 2 . 65 1 No 1 Guest Bedroom 200 20 . 0 10 . 0 1 Yes 1 Iialls , closets , etco 441 . 0 00 1 No TOTAL FOR FLOOR 1433 1 B Bathroom# 1 40 . 0 2 . 0 1 No B Bathroom # 2 40 . 0 2 . 0 1 No B Bedroom # 1 156 15 . 6 7 . 8 1 Yes B Bunk Room 152 15 . 2 706 1 Yes B Family room 229 22 . 9 11 . 45 1 No B Garage 594 . 0 . 0 1 Na B Hal1s , closets , etc . 232 . 0 . 0 1 Nfo TOTAL FOR FLOOR 1443 1 Yes BUILDING TOTAL 2115 �- FOOTNOTES : 1 ) EGRESS - An operable window or door that opens directly to the exterior is required from this room . The minimum clear openable area mu.st meet the following . - - Sec . 310 . 4 1 ) The minimum clear height is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The min.imum clear area is 507 square feet 4 ) The maximum sill height is 44 inches Escape and rescue windows with a finished si11 below ground shall ha�re a window we11 . The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . Windaw wells r�vith a vertical depth of mare than 44 inches shall be equipped with an approved. permanently a� fixed ladder or staa. rs . 2 ) The number of exits is based on Table 10 -A ( Dwellin.gs ) 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventilation . - - Sec . 1203 . 3 Such system shall be capable of providing two aix changes per hour . 4 ) The requirement for an egress window in the basement i. s based on � ec . 310 . 4 Page # 4 Code review for : PrOjeCt Id . : DAKBY VAIL II Address : 3847 Lupine Drive ROOM DTMENSIONS : Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projec � ion . If the ceiling is sloping , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Every dwelling unit shall have at least one room which has not less than 120 square feet ot floor area . Other habitable rooms excep� kitchens shall have an area of not less than 70 square feet . - - Sec . 310 . 6 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimensione - - Seco 310e6o3 STAIR REQUIREMENTS : 1 ) A stairway in a dwelling must be at least 36 inches �ide . - - Sec . 1003 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches - - Sec . 1003 , 3e3 . 3 , Exception 1 3 ) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Seco 1003 . 3 . 3 . 6 , Exceptions 4 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height is 36 iriches and the maximum opening size is 4 inches . - - Sec . 509 . 1 & 509 . 2 , Exception 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1003 . 3 . 3 . 4 6 ) 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 # 5 Code review for : Project Td . : DARBY VAIL II Address : 3847 Lupine Drive GLAZING REQUIREMENTS All glazing in hazardous locations is required � o be of safety glazing material . - - Sec . 2406 . 3 & 2406 . 4 Locations : � � 1 ) Glazing in. ingress and egress doors excep� jalousies . 2 ) Glazing in fi�ced and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in al1 unframed swinging doors . 5 ) Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs an.d showers . Glazing in any portion of a birilding 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 ) Glazin.g 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 �he door in a closed position and where the bottom exposed edge of the glazin.g is less than 60 inch.es 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 fee� e B . Exposed bottom edge less than 18 inches above the floore Co 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 pool. s an.d spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 � eet of the pool or spa water ' s edge . 10 ) Glazing in wa11s enclosing stairway landings or within 5 feet o � then bottom. and top of stairways rahere the bottam edge is l � ss than. 60 inches above th.e walking surface . Page # 6 Code review for : ProjeC � Id . : DARBY VAIL II Address : 3847 Lupine Drive SMOKE DETECTOR REQUIREMENTS : 1 ) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 2 ) A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 310 . 9e1 . 4 3 ) A smoke detector is requ.ired on a11 stories . - - Sec . 31009 . 1 . 4 If � he upper level contains sle2ping room ( s ) , a smoke detector is required in the ceiling of the upper level close to the stairway . - - Sec . 310 . 9 . 1 . 4 NOTE : A smoke detector is required in the basement . - - Sec . 310 . 9 . 1 . 4 � ) Smoke detectors are required to be wired to the building ' s power source and shall be equipped �ith a battery backup . - - Sec . 310 , 9 . 1 . 3 5 ) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 OCCUPANCY SEPARATION : Between the garage an.d the residence , materials approved for 1 hr , fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self - closing 1 3 / 8 inch solid core door or a 20 minute fire door . - - Tab1e 3 - B & Sec . 302 . 4 exc . # 3 SHAFT EIVCLOSURES : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on. the inside with not less than 26 gage galvanized sheet metal with all joints locklapped . The outside mu.st be 1 hr construction . A11 openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 711 . 6 2 ) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts , provided � he annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials . - - Sec . 711 . 3 3 ) Shafts for gas �rents , factory - built chimneys , piping , or ducts that do not extenel through not more than 2 floors need not be in 1 h.our shafts , provided the openings around the penetrations are fire stopped at each floor . - - Sec . 711 . 3 4 ) A11 other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 711 . 1 & Tab1e 6 -A Page # 7 Code revi ew f or : Projec � Id . : DARBY VAIL IT 1�.ddress : 3847 Lupine Drive A'xTIC REQUIREMENTS : 1 ) Provide an access to a11 attic areas with a clear heigh� of 30 inches or more . The minimum size is 22 inches by 30 inches . There must be 30 �nches or more clear height above the access . - - Sec . 1505 . 1 2 ) Pro�ride ventilation in all attic areas . The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area . The vent area may be 1 / 300 if at least 500 of the required ventilating area is provided by ventilators located in the upper portion of the attic . The upper ventilators must be at least 3 feet above the eave or cornice vents . - - Sec . 1505 . 3 exc . # �- The vent area may be 1 / 300 provided a vapor retarder hava.n.g a transmission. rate not exceeding 1 perm is installed or� the warm side of the at � ic insulation . - - Sec . 1505 . 3 exc . # 2 For a 500e0 sq . ft . attic area : Ratio Minimum sq . fto of zrent 1 / 150 3 . 33 1 / 300 1 . 67 3 ) Where eave or cornice vents are installed , insulation shall not block � he free flovr of air . A minimum of 1 in.ch of_ air space shall be provided between the insulation and roof sheathing . - - Sec . 1505 . 3 CRAWLSPACE REQUIREMENTS : 1 ) Provide �ventilation either by mechanical means or by openings in exterior wal. ls . Opening shall provide a net area of not less th.an 1 squ.are foot for each 150 square feet of area in crawl space . Open.ings shall be distributed on two opposite sides and be located as close to corners as practical . - - Sec . 2317 . 7 Note : Vent openings may be reduced to 10 % of the above if ground surface area is covered with an approved vapor barrier an.d the building official approves . For a 400 . 0 sq . ft . crawlspace area : Ratio 1�linimum sq . ft . of vent 1 / 150 2 . 67 2 ) Provide 18 - incYa by 24 - inch access opening to the crawl space area > Noteo opening may be required to be larger if inechanical equipment is located in the crawl space . - - Sec . 2317 . 3 3 ) Unless the wood is listed as an approved wood of natural resistan.ce to decay or treated wood , the min.imum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girders is 12 inches . - - Sec . 2317 . 3 Page # 8 Code review for : Project Id . : DARBY VAIL II Address : 3847 Lupine Drive 1 ) Provide a window or door to the exterior from every room used for sleeping and basements . - - Sec . 310 . 4 A window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches ( minimum) , and a clear width of 20 inches ( minimum) . - - Sec . 310 . 4 4 ) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens , ha11s , and baths may have a ceiling height of 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 6 ) If there is a basement , provide a smoke detector � hat is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 7 ) Pro�ide a smoke detector on all floors that is connected to an alarm audible in all sleeping arease - - Sec . 310 . 9 . 1 . 4 Town of Vail Bui � ding Safety & Inspection Ser�rices Community Development Department 75 South Frontage Road Vail , CO 81657 ( 970 ) 479 - 2142 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : � 00 - 0287 Date : �anuary � 6 , 2001 Project Name : DARBY VAIL II Lof �us Side Addresso 3847 Lupine Drive Contractor : The K . C . Company Occupancy : R3 , Ul Architect : The Mulhern Group Constructiono V - N Engineer : Nevjarhr - Gorman Report By : Charlie Davis NOTE : The code items listed in this report are not intended to be a comple � e listing of all possible code requirements in the 1997 ZJBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 146 . 0 Feet 146 . 0 Feet EAST Property line 17 . 0 Feet 17 . 0 Feet SOUTH Public way 70 . 0 Feet 45 . Q Feet WEST Building 0 . 0 Feet Oo0 Feet Page # 2 Code review for : Project Id . : DARBY VAIL II Loftus Side Address : 3847 Lupine Drive EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 - A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour 1Vone Any No U1 Q hour 0 hour None Any 1Vo WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 1 hour 1 hour Not Allowed Any Yes U1 1 hour 1 hour Not Allowed Any Yes One hour exterior walls may be protected only on the exterior side in a U1 occupancy . - - Sec . 503 . 4 . 8 Page # 3 Code review for : Project Id . : DARBY VAIL II Loftus Side Address : 3847 Lupine Drive None - - No fire protection requirements for openingse 3 / 4 hour - - Openings are to be protected with 3 / 4 hr fire assemblies . 50 % of the area of the wall maximume - - Table 5 -A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sqoft . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openings are not permitted in this wall . Parapet - - If exceptions do not apply , exterior walls indicated require a parapet wall not less than 30 inches above the roofing . The parapet wall is required to have the same fire rating as the Waii . The uppermost � 8 inches shall have noncombustible faces including counterflashing and coping materials . - - Sec . 709 . 4 . 2 EXCEPTIONS : 1 ) When roof is a �wo - hour assembly . 2 ) When the roof is entirely of noncambuxtible materiala 3 ) One - hour walls with one - hour fire - resistive roof construction per exception # 5 4 ) Wall is not required to be fire - resistive and openings are not restricted . - - Indicated by ' No ' above . See section 709 . 4 . 1 for details and additional exceptions . Page � 4 Code revi ew f or : Project Id . : DAR.BY VAIL TI Loftus Side Address : 3847 Lupine Drive FL N�ME AREA MIl�T e LIGIiT NlIN . VENT NO . EXITS EGRESS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Master bath 109 . 0 5045 1 No 2 Master bedroom 248 24 . 8 12 . 4 1 Yes 2 Office 44 10 . 0 5 . 0 1 No 2 Halls , closets , e � co 278 27 . 8 13 . 9 1 No TOTAL FOR FLOOR 679 Z 1 Garage 531 . 0 . 0 1 I�To 1 Great room 394 39 . 4 1907 1� No 1 Foyer 200 . 0 10 . 0 1 iVo 1 Kitchen 189 . 0 9 . 45 1 No 1 Dining room 209 20 . 9 10 . 45 1 No 1 Laundry room 79 . 0 3 . 95 1 No 1 Halls , closets , etce 281 . 0 14 . 05 1 iVo TOTAL FOR FLOOR 1883 1 B Bathroom # 1 58 . 0 2 . 9 1 No B Family room 226 22 . 6 11 . 3 1 No B Guest Bedroom 191 19 . 1 9 . 55 1 No B Bedroom # 1 110 11 . 0 5 . 5 1 Yes B Bathroom # 2 39 . 0 1 . 95 1 No B Bedroom # 2 140 14 . 0 7 . 0 1 Yes B Halls , closets , etc . 206 . Q . 0 1 No TOTAL FOR FLOOR 970 1 Yes BUILDING TOTAL 2562 1 FOOTNOTES : 1 ) EGRESS - An operable window or door that opens directly to the exterior is required from this room . The �ninimum clear openable area must meet the following . - - Sec . 310 . 4 1 ) The minimum clear height is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 ) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window well . The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . Window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs . 2 ) The number of exits is based on Table 10 -A ( Dwellings ) 3 ) A mechanical ventilation system may be used in lieu of exterior openings for ventilation . - - Sec . 1203 . 3 Such system shall be capable af provi. ding two a. ir changes per hour . 4 ) The requirement for an egress window in the basement is based on Sec . 310 . 4 Page # 5 Code review far : Project Idao DARBY VATL IT Loftus Side Addresse 3847 Lupine Drive ROOM DIMENSIONS : Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection . If the ceiling is sloping , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Every dwelling unit shall have at least one room whic� has not less than 120 square feet of floor area . Other habitable rooms except kitchens shall have an area of not less than 70 square feeta - - Sece 310 . 6 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension . - - Sec . 310 . 6 . 3 STAIR REQUTREMEIVTS : 1 ) A stairway in a dwelling must be at least 36 inches wide . - - Sec . 1Q03 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches - - Sec . 1003 . 3 . 303 , Exception 1 3 ) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Sec . 1003 . 3 . 3 . 6 , Exceptions 4 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height is 36 inches and the maximum opening size is 4 inches . - - Sec . 509 . 1 & 509 . 2 , Exception 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1003 . 3 . 3 . 4 6 ) 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 # 6 Code review for : Project Ide : DAI2BY VAIL I � Loftus � ide Address : 3847 Lupine Drive GLAZ ING REQUII2EMEIV'I'S All glazing in hazardous locations is required to be of safety glazing materialo - - Sece 240603 & 240604 Locations : 1 ) Glazing in ingress and egress doors except jalousieso 2 ) Glazing in fia�ed and sliding panels of sliding doar assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doorso 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 edgeo l0 ) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is Zess than 60 inches above the walking surface . Page # 7 Code review for : Projec � Id . : DARBY VATL II Loftus Side Address : 3847 Lupine Drive SMOKE DETECTOR REQUIREMEN'I'S : 1 ) A smoke detector is required on the ceiling or Waii at a point centrally located in the corridor or area giving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 2 ) A smoke detector is required on the ceiling or wall in each sleeping area . - - Sec . 310 . 9 . 1 . 4 3 ) A smoke detector is required on all stories . - - Sec . 310 . 9 . 1 . 4 If the upper level contains sleeping room ( s ) , a smoke detector is required in the ceiling of the upper level close to the stairway . _ _ Sec . 310 . 9 . 1 . 4 NOTEe A smoke detector is required in the basement . - - Seco 310 , 9 . 1 . 4 4 ) Smoke detectors are required to be wired to the building ° s power source and shall be equipped with a battery backup . - - Sec . 31009 . 1 , 3 5 ) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located . - - Sec . 310 . 9 . 1 . 4 OCCUP.�TCY SEPARATION : Between the garage and the residence , materials approved for 1 hr . fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self - closing 1 3 / 8 inch solid core door or a 20 minute fire door . - - Table 3 - B & Sec . 302 . 4 exc . # 3 SHAFT ENCLOSURES : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped . The outside must be 1 hr construction . All openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 711 . 6 2 ) Gas vents and noncombustible piping installed in walls passing through 3 � loors or less do not neecl to be in 1 hour shafts , provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials . - - Sec . 711 . 3 3 ) Shafts for gas �rents , factory - built chimneys , piping , or ducts � hat do not extend through not more than 2 floors need not be in 1 hour shafts , provided the openings around the penetrations are fire stopped at each floor . - - Sec . 711 . 3 4 ) All other shafts are required to be enclosed in a 1 haur assembly . - - Sec . 711 . 1 & Table 6 - A �age # 8 Code review for : Project Id . : DARBY VAIL II Loftus Side Address : 3847 Lupine Drive ATTIC REQUIREMENTS : 1 ) Provide an access to all attic areas with a clear height of 30 inches or more . The minimum size is 22 inches by 30 inches . There must be 30 inches or more clear height above the access . - - Sec . 1505 . 1 2 ) Provide ventilation in all attic arease The net free vent area is to be not less than 1 square foot for each 150 square feet of at � ic area . The vent area may be 1 / 300 if at least 50 % of the required ventilating area is provided by ventilators located in the upper portion of the attic . The upper ventilators must be at least 3 feet above the eave or cornice vents . - - Seco 1505 . 3 exc . # 1 The vent area may be 1 / 300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulatione - - Sec . 1505 , 3 exce # 2 For a 38000 sq . ft . attic area : Ratio Minimum sq . fto of vent 1 / 150 2 . 53 1 / 300 1 . 27 3 ) Where eave or cornice vents are installed , insulation shall not block the free flow of air . A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing . - - Sece 1505 . 3 CRAWLSPACE REQUIREMENTS : 1 ) Provide ventilation either by mechanical means or by openings in exterior walls . Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space . Openings shall be distributed on two opposite sides and be located as close to corners as practical . - - Sec . 2317 . 7 Note : Vent openings may be reduced to 10 °s of the above if ground surface area is covered with an approved vapor barrier and the building official approves . For a 238 . 0 sq . ft . crawlspace area : Ratio Minimum sqeft . of vent 1 / 150 1 . 59 2 ) Provide � � - inch by 24 - inch access opening to � he crawl space areae Note : opening may be required to be larger if inechanical equipment is located in the crawl space . - - Sec . 2317 , 3 3 ) iJnless � he vuooc]. is listed as an approved wood of natural resistance to decay or treated wood , the minimum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girders is 12 inches . - - Sec . 2317 . 3 Page # 9 Code review for : Project Id . : DAIZBY VATL ZI Loftus Side Address : 3847 Lupine Drive 1 ) Provide a window or door to the exterior from every room used for sleeping and basements . - - Sec . 310 . 4 A window must provide a clear open area of 507 sq . ft . , a clear height of 24 inches ( minimum ) , and a clear width of 20 inches ( minimum) . - - Sec . 310 . 4 4 ) The minimum ceiling in a habitable space is 7 fee � 6 inches except kitchens , halls , and ba� hs may have a ceiling height of 7 feet . - - Sec . 310 . 6 , 1 5 ) Provide a smoke detector in all sleeping rooms and areas having access to sleeping roomso - - Sec . 310e9 . 1o4 6 ) If there is a basement , provide a smoke detector that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9 . 1 . 4 7 ) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas . - - Sec . 310 . 9a1o4 Town of Vail Building Sa � ety & Inspection Ser�rices Community Development Department 75 South Frontage Road Vail , CO 81657 ( 970 ) 479 - 2142 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : B00 - 0287 Date : January 16 , 2001 Project Name : DARBY VAIL II Address : 3847 Lupine Drive Contractor : The K . C . Company Occupancy : R3 , U1 Architect : The Mulhern Group Cons � ruction : V - N Engineer : Nevjarhr - Gnrman Report By : Charlie Davis NOTE : The code items listed in this report are not intended to be a complete listing of a11 possible code requirements in the 1997 UBCo It is a guide to selected sections of the code . Report created using P1an Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . # SHEET IDENT[' IFICATION CORRECTION REQUIRED 1 A smoke detector is required in this area since it provides access to rooms used for sleeping purposes . - - Sec . 310 . 9 . 1 . 4 2 The crawl space area is required to be ventilated by either an approved mechanical means or by openings in the exterior walls . - - Seco 2306 . 7 3 House numbers ( Premises Tdentification ) shall be provided for all new buildngs . These must be placed in a location plainly visible from the the street . Sec . - - 502 4 Mech.anical ventila� ion is required in bathrooms that do not have operable win.dows . Such systems must be able to provide a minumum of five air changes per hour . The location of the termination must be a minimum of three feet from openings into the building . Sec . - - 1203 . 3 Page # 2 Code revi ew f or : Project Id . : Address : 5 Mechanical equipment ( dryer ) located within. a garage must be installed a minimum of 18 " from the garage floor to any flame , glow or spark . 1997 UMC . Sec - - 303 . 1 . 3 6 Mechanical equipment must be protected from damageo 1997 UNiC . Sec - - 304 . 9 7 �oors are not allowed to swing over a stepe Sec . - - 1003 > 3 . 1 . 6 8 Safe �y glazing required. in this 1oca� ion . Sece - - 2406 9 Escape or rescue windows shall be pro-criedc � rom bedrooms . 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SU TE 35 A,G. ALUMINUM/GLASS G.L.B. GLUE LAMMATED BEAM STD. STANDARD A2 ` .0 GARDEN LEVEL FLDOR PLAN , 2 2 : DENvE CO 8m fd ALt. ALTERNAtE NB. HOSE BIBB 87L. 57EEL A2.1 ENT Y EVEL F O AN R !, R L L OR PL A22 _ ,: UPPER LEvEL PLOOR PLAN ALI.lM. ALt,lt•IINUM : H.G. NOLLOW CORE STRIJG. - STRf.IGTURAL OFFIGE l3(d3) 29� 3334 � t�� ►t� . DOOR DEN C ON , A23 TAI . �: 1 �►N ROOF PL and DE LS ANOD. ANODIZED HDW, HARDUJARE SUSP. SUSPENDED - _ FAX (303) 292 2601 °'�-.:�. DOOR'TYPE lSEE SNEEt A 6) -a , < A A H H M T A.P. CGESS P NEL M. OLLOW E AL 3W. IT � _ 3LU G-I ! T HI KA E LBERG , 1730 BLAKE STREET SUITE 435 _ A3.0 tl - . . ELEYA O�NS WEST e+�d NORTN . � A �-I A HI H N t A ._ , RC . RC tECT(llRAL) OR. OR ZON7 L 51'M. SYMME7RIGAL �, _ D�NVER COLORADO ' 80202'. A3.1 ELEYATIONS EAST and SDUTN , �- q , SPN. ASPHALT HR HOUR' T. TREAD � . i � i r TI� At U�T�DOIU DEN C ON �D� 297 3334 FAX 303 292 2601, BD. A Ht �I HT 7 ST�CtU�L �INEER BO RD ' . EIG .C. TOP OF GJRB � , WIN OW 5 SF-I -6) D tYPE EE EEt A A4.0 I I I ;"; __,�",, BU LD NG SECT ONS ■ ■ ■ ■ ■ ' ■ ■ ■ ■'. SEL. BELOW NYAC HEATNENTJA. COND. TEL. tELEPI-IONE ■ ■ a, �. A4.1 ` NEUJ,4NR AND GORMAN a ,� , SUILDING SEGTIONS ,. . ` � . � , _ BEt. BEtWEEN ID. NSIDE DIAMETER tERR tERRAZZO !, t T t It , , � � � � � � � , 88 S EELE S REE 51.1 E 200 8 NA ( T � LDG. SU LD NCs LLUM. LLUM TED O� T , G. ONGUE GROOVE ' A6.0 SGNEDIJLES _ : < VE CO 80206 � _ DEN FLO WALL OR ROOF TYPE R - � �N . OR. BLK. BLOCK NGL. GLUDEID) tNK TNIGKlNE55) . w i i 7 Y t N t ; _ C REFER O S 5 EM O ES OFFICE (303) 3'I'1 2'132 `� 0 . O _ C BLKG. BLOCKING 1NSl]L. IN$ULATION TNRESN. TNRESNOLD � � : _ �Q BM. SEAM INT. MTERIOR T.P. TOP OF PAVIIJG F,4X 1303) 3'1� 4513 � 9 . . � I MA I O I YAtI . 8 LL RCZEU151G �.. EXTER OR ELE �N S C'I'l�l B.M. BENCH MARK Jt." JOIST T.SS. TOP T A � �� : , SE B 5E � � O � . . � �1��.,HAEL G. T �' BO . BOTTOM TH' T T L. LENICs .SL. OP OF SLAB 11 SEGTION/DETAIL NI,IMBER 5. GENERAL NOtES and 7YPICAL DETAILS , � _ � � �. O CI-�t G,4 IN : �x L � E A 1 M A I � � �� . B�. SE R NG LA . L M NATElO) TST. TOP OF 5TEEL 82.1 FOUN ATI AN �. 1 ! '� . D ON PL � �.,.S�I-I�R�1I A3.0 ; �, ` � T � �. . A AV AvAt BSM . 8 SEMENT L . L ORY TJ.0 t fi3.) . OP OF WALL ENTRY LEvEL FRAMING PLAN _ � . . � �. ,� � � DRAWING ON WNICN SEGTION OCCURS KOECHLEiN CON�vULT NCs ENGINEERS. INC. �..�..a�.�. � � t HT I 41 S.U.R BUILT tJP ROOFING LUl L G WE GHT 17P. TYPICAL S . UPPER LEYEL/LOIUER ROOF FRAMING PLAN 12364 W.ALAMEDA f'KWY SUITE 135 � � � S5. R FRAMIN A , B.UI. BOTH WQYS LvR. LOUvER U.BC. UNIFOrd'1 BUILDING CODE OOF G PL N ; LAKEUJOOD CO 80228-2845 ' . , . � , _ � t MA MA 56. FOUNDATION DETAILS , GAB. GAB NE S. SONRI' U.ON. UNLE55 OTHERWISE NOTED INtERIOR ELEVAtION NUMBER _ ..-�- OFFICE C3fd3) 989 1223 S '� , � � V- � 5�.1 f Atl TAI OUN ON M MA IM D DE LS D R G.B. CATCN BA IN AX: X I,IM I � S UR UR NAL _ , ,42. m F,4 4 ' � X 1303) 989 02fd � ` G . C T M$. M,4CHINE BOLT YT v TI : 58.1 FRAMINCs 1�ETAIL5 � EM EMEN . . MYL LE : M N MECNANI A _ '�, GER G�RAMIC EG . C L I A vERt. vER1 G L YI NT,4 M , �Tl fi?ONME L M i I A T I ED. ED UM T SECTION/DE7AIL NUMBER C.. C S RON VES . VESTIBULE _ �i,"� � ,41�1 GA 1"t� L � MONTANE ENVIRONMEN7AL SOLUtiDNS: � � M M � . _ � C..P. CAST N PLACE EZZ EZL4N NE V�i. vERTICAL GRAM I , �� , P.O. BOX 36 DESICsN BUILD �. 1 1 MF M , CLG. GE L NG R ,4NUFACTt,lRE(� vJI1rC. vINYL WALL GOvERiNG . YAI I A A M�G. METAL/GLASS L, CO 8 658 � . CLR CLE R! NCE) W/ WITN I /FA ! '1 2 - 1 : . M I OFF CE X 9 0) 3 8 6 58 MM. IN MUM C.M.IJ. CONGRETE M,4SONRY UNIT W/O WITNOUT , '. I I H TI w r� or� wN c c or� occu I MI DR4 SE RS t A GA. CONCRETE OPENING M SC. SGELLANEOUS W ' WESt �i ��ifi M MA Y I ' - G�� COL. GOLUFIN .O. SONR OPEN NG WAIN. WAINSCOT I I DES GN 8l1 LD . EAGLE vALLEY SURvEYINCs INC. COMB. COMBINATiON M.R MOISTURE RE$ISTANT W.C. WATER CLOQiET , • TAi N DE L UMBER , P . BOX 1230 ITI MTD. MOI.INTED � A COMf'O. COMPOS ON WD. WDOD _ WA 5 0 81632 ED RD C MTL. METAL 1 . CONC. CONGRETE ' Wls. UIOOD/GLA53 0 s .; � _� �, DRAWING UPON UINICH DE7AIL OCCtJRS l9 0) 949 406 MULL. MULLION CONST. CONSTRIJGTION W.N. WATER NEATER _ TQ � � T N , 5 N O�'s ELD CONT. CONTINUOUS N. NORT W.I. WROUGN7IRON T A7 'NATU _ `. - � CON R GONtRACtIOR) N . RAL WIN. WINDOUI ,.. _ � _. BU LDINC� �ECtION _ 1 _ :CORR. CORRIDOR N.I.G. : NOT IN GONTRACT WP. W,4TE ING) , � , , TI TT _ . . SEC ON LE E PT A ETC NO. NI,IMBER A I T T _ G . C RP ED� UJIZ. W TER RE5 S AN u � INA 2 2 �� ,,; COUNT. COUNTER NOM. NOM L WT. WEIGHT A - � ; . , : PR T D TA t � O EC A � TT T I N. S. NO O �'�-GAL . GEN ERL NE E W�l1F. WELDED WRE FABRIG " � . � � � R - GtR CENTER O OvE >. DRAWING UPON IuNICN 5EGtION OCCIJ . �- , � . _ OBS. OBSCURE C�U. GO WAt W LD cR ,. -� -� M U8C 9 , UPG 94, UMG 9 . EC 95 NEC 99 I T ; , O D. DRA N O.C. O�N GEN ERf 8) WORKPOINT CONTROL POINT OR D�4TUM POMT � _ . ; ` OD.' OIJT5IDE DIAMETE - DBL D R , . OIJBLE . � ; :. . � BUIL ING USE. 61 TIA � � , D RE DETI L A DEMO. DEI"IOLITION OFD. OVERFLOW DRA N A • I TI / A - - OCCU NGY. S EN AL i P RE D G RAGE R 3/U , � DET. DEtAiL OPNCe. OPENING �/� , _ REYISION ° _ A Y A TI T V 1 DF. DRINKING FOUNt�4IN OPP. OPPOSItE . I , . OGCUP NG 5EP RA ON l ABLE 3 B) ` � A ` AI T' , DIAG. DIAGONAL P.` , P N RESIDENTIAL/GARAGE 1 HR . , � I IAM T A ARTItI D.4. D E ER P RT. P ON _ t A ' A t i TIA IT 1 N T I tt F ( t _ O DJ CEN RE5 DEN L UN R O A ` '. CEN ER L NE, ELEvA ON LOOR L NE PROJEC ED DISP. DISPENSER P.N. PANIG H RDWARE . T • - CONStRUC710N YPE. Y N , � : IY IYI I Y _ � D . D S ON PL. f�OPERt L ME A IC A W A A: CTA - tMIT UJORK ,4BOvE BELOW OR BEYOND rT , 8 5 LLO ABLE RE BLE 5 B) UNL ED AT ° . F�1 N' PL. PL E D . DOIaJtJ , . ^ O' MA IM I i H I :' - _ DR DOOR PLA1'1. PLASTIC LAMINATE EXISTING WORK TO BE REMOVED X UM BU LD NG E GHT ITABLE 5 B) 3 STORIES , F AT I A . ( - N FT `�. xr ta a� i +� r A ,4ST ' , �m� .R E ER OR lU LLS BLE 5 OIJR LESS AN 3 . U D5. DOWNSPOUT PL 5. PL ER ; , FINI IN SN G E. RADE L O I AT XT 1 A . TN.4 FT .. , DWG. DRAWING PR. PAIR OPEN NCsS E ER OR W LLS NOT PERMITTED LE55 N 3 . , , _ . l , : . ' � � l � Iml , !� 1M IMINA . i �. ' XISTI PREL . PI?EL RY _ E � p4 ►� NAtIJRAL GRADE LINE M�1, _,,. , � � A I'�"I EA. EACH P.SF. POUNDS PER SC�IJ RE FOOT WIND EXPOSURE 80 MPI-I EXPOSURE B ', . � � � ELEC. ELEGTRIGlAL) P.S.L f�061ND5 PER SG2lJARE NCH $NOU1 LOAD _ ; � � ; : SO L � V VATI VA7 . AINTED , FLAT ROOFS 100 P$F ELE . ELE ON. ELE OR PTD P : . � .... . . . . . .1 F . _ SLOPED ROOFS f 6 2) 80 PS ENt. ENTRANCE ' P,v.G. POLYVIN7L GNLORIDE .. . -, , ... � ,. « ..:..:�: , , ; . ..,. . .. T : . . . : - GONGRE E DECKS II,INCOYERED) 1m0 PSF C� �NGL. ENCL05lJRE PLY. , PLYWOOD . :•:�. .. .. . ... . _ � . ; ' , . K EQ EQUAL QT. QUARRI' tILE DEC S ICOVERED) 80 P5F , I MI 1 ` t MA it SE S G ZONE EQUIP. �QUIPMENT R RI8ER , CONGRE E �'-�ONRY UN ,� , E.W. �AC�I WAY RAD. R4DIU8 FROS? 1�EPtH 48 ; � r � � . . 1 , E.W.G. ELEGT. WATER GOO�cR R.D. ROOF DRAIN RIG D NSULATION � i , , p EXH. EXHAt1ST RDWD. REDWOOD , , ; . , ` EXIST. EXISTING `t?EF. REFERENGE SATT INStJLATION � . . . . I RAT _ . .: _.... . _ : _ : < EXP. EXPANSION REFR REFR GE OR , ` W X X . . GIST R ' . � PO. E POSED REG RE E , StEEL OR IRON , � : � _ .. � EXT. EXTERiOR REINF. RE NFORCEID) r, Y II I < F I I AM RE REY 5 ONlB) REY D . .D. ELOOR DRA N/F RE D PER . . SE < (, , , U� 71�Z UIOOD FR�M NCs lGON7 NUOl15) � l.�$� F FI TI I REQ REQUIREDlD) � � � L .E. RE EX NGU SHER � FI I IN T .E.C. RE EXT NG.C,4B E RF. ROOF 1 I t 177 T . WOOD BLOGK l N ERf�I EN ) F FINI F RM. ROOM 1�IG F. SN LOOR � - _ - ��e� _ H I �Q F,G. FINISH GRADE RO. ROIIG OPEN NG � V � � VO" � �' 1 NT AY WOOD FINISHED ; F.H.C. FI N ,4BM t R O.W. R G OF W RE OSE G E ,� � ..r N A . F , F R.3. ' ROUrs S Wd ,�y, � �J IN. INISH(�D) ''') W � � � eR-V 1' / T I 1 T TI PL U100D FL. FL IN R . RES L EN LE UIUL E � _.___r._ .�.��, . s_._,. . � F F i H � , LR LOOR!NG) 8. 501JT . .. . . . . �` � � . .. .. . .. __._ , �.. �-....-...... .. . _,., �. .. _ . , . . . , . . . . . .. , _ , , e" _ , .... . .. .... . ., . � P I , � � t S . SOL D GORE - r LUOR LtJC�RESC�N .0 . . Y A TI ) , . . . . G PSUM 80 RD lSEC ON ,, . . .. .. : .� .. ;, ,, , :: , , ,, � ; ,�' ;, , .; , . t , _ , H H a r . , . . F FA T SC ED. SG EDULEID)' r C`� , .O.G. GE OF CONGRE E �._� > +.. :,% ��.: � .;; . , . , _,� , . ; <:, � �_.. ., , .. ,_..,:_ The mformation contamed in this drawm ' � �_. _xw.. � _. ._.,_ 9 , , �.,, , � f ;� �.,.� �.. ��- . . . . F FA SD. STORM DRAIN .,. f ,� ., .OF. CE O� �INISN i; , .,. � fil is in nded for use onl on this 3 e te y � ' S C TION � . 5TONE P. M. F CF OF- MA E . SEC � r ' c n horiz re roduction or O _ SONRY p o�e t. U aut ed p use . in h r r . i n rmi Th F.O.S. FACE OF SEL:- SELEGTlED) ot e p o�ects s ot pe tted. e ' STUDS � , , M lh rn r m s n lia ili f r u e G ou , Ltd. assu e o b t o F � IN 5FISQFT. SC�tJAR� FOOT , P Y S. LOOR 5 K i . � n hn - � unauthor�zed re roduct o c a es to 0 � , �� P 9 F FI SHT SHEET , , , . .T. RE`TREAIED . use of the mformation contoined herein. FT. T FEE ' , � The mformat�on contained herein as VI I iTY M . „ . � . � C N AP P rov�ded on on as-�s bas�s. The Mulhern .__� . � . . � � . . , Grou disclaims oll warrant�es w�th re ard P 9 . to the dota contoined in this drawin file , 9 n h � f h •� a d to t e erfo mance o t e deli e P rY ---�--- _..._. ._. ____r.:.____V_....�. _..�.�__.___.._...__ __� ._.._M�._....,._ m i in I 'n II im li w rr i f .._...._.------•- � ed a c udi a ed a ant es o ____ . � 9 P . :t • fin Th Mlhm r s m . t ess. e u e G ou ' Ltd. a s . ` . u es _ ` ; : , . . . . P GENERAL �I TE 4 . . . �. . . . O S . . . .. . . . . , - 4Ss ' no obl� ations or liabilities for dama es ? 1 , 9 9 � . � . . . . . s . m I m n li � n ; c ud , but ot m ted to, co sequential a. 9 � ; . . . . � : . E` . �``. . ` e S dama es ansm out of or in connection 9 9 : .J • .. . , , '. . . _ _ 1 TH I I - . a . t . . E CONTRACTOR SNA R PY �. CONTRA T H T ON O� CON T Tl A THI T A 1 . i h h rm n f i LL VE ALL GTOR O C EGK AND YERIFY SIYE COMPI.E 8 RLIC ON RE WORK OF 5 PROJEC AND RE 8 FOR ALL W.4LL MOUNTED AND SEMI . . 3y � w t t e use or perfo o ce o th s 3 , / , , . . . . � : , n . EXISTING CONDIttONS, GIMENSION$ AND AND LOGATION OF'PLUMBING RUNB ,4ND PERFORMED r.+-OLELY FOR TNE PURPOSE INDICAT�D AS OU�lER RJRNtSNED REGES.SED MOUNTED EQUIPMENT , drawm f�te and �ts dehve med�a. . • 9 ry „ 786 . w • . !�/ ELEIIATIONS BE�ORE PROCEEDINCi WITN MECHANIGAL EQlJ1PMENT WITH O� AS915TING IN GHJALItY CONTROL AND GONTRACTOR INSTALLED lOPrC.I� ACCES� IE5 GABMETS NANDRAILS 4 . . . . 1 . , .3�e7 � tNE UlORIG MECN,4NI M ING GONFORM ITH TH M H �1► CAL AND PLUM8ING ONITOR ANCE W E EC ANICAL/�LEC7RICAL EQUIPMENt E?C : . . , t t . . i. T T T DR.4WI TH Y T , p, . CON G B T T T G NGS . E DO NO I ORS EFORE CONS ING RA 1 I T I ,4N M T I . RA R�,IG CON 5. FOR N ERIOR FINISH MATER ALS AND PROY DE D 5 ALL`SOL D SLOCKING. _ t . . � , . a ? . . DATE REVISION . . , ' , a ?. DO NOt SCALE DRAU11NG5. WALLS FL CEILINGS GA t A NTEE GONTRACtORS PERFORMANCE • . . OOR . BINE 5. GlJ RA GOLORS REFER t0 FINISH AND GALOR . _ 3 LOT 7 BL C 0 K� . � � � . �QUIf'MENT A T ALL NOT BE CONSTRIJED A8 , �' , � B SEB. E C. ` ,4ND SN SCNEDULE8. T�IE �LAT1E SPREAD RATING <. r�. TNE coNTRa,cTOR sN,a�� sa�c,u�a TNE oa �oot _10/20/00 PERMlT SET 3. ALL DIMENSIONS ARE TO FAGE O� STUDS. RD � 1 'k , isior� o� cavs�TioN . 81GHORN SUBDMSION St,IPERV . OF INTERIOR FINISHES SNALL NOt EXGEED L (� . FAC OF CONC T MA Y TH OU�JER 5 PROPERTY DIJRMG �! E RE E OR 50NR . E �o . . � ...� . . . . . . . . . . � . . . . .. . p . . .. . . . . . . . .. . . . � . . . . S. GENERAL GON7RACTOR 15 � RESPON "�5 .FINISN MAT L1 SH/aLC BE • , . Ew L FIRST ADDITtO . ri N CONSTR�IC ON AND SNALL tZEPL.4CE ANY FACE OF �INISN WHER� NOT�D.AND 't . J I A 5 BLE FOR LL WORK SNOIIJN ON THESE A Y TH TAT FI MA A e^ .v . Pf'ROvED B E 5 E RE RSH L � � DAMA�CsED PROPERTY OF TH T , /� . E OU�VER O ' �' . � , CENTERLINE OF COLUMNS, tJNLESS NOTED TN TRAGTOR SN,4LL i'ROVIDE 2 / i , 10. E CON , DRAWINGS UNLESS SPECIFICAL Y . . l' L OR BUILDING OFFIGIAL WITN'JURISDICTION � . ; TN I A IM I T A ORIGINAL CONDIt10N OR BETTER �T � C �' 1 O ERUJ SE. LL D ENS ONS NO ED 5 COpFZpINATION BETIUEEW`ALL _ Z �sZ N T TI-I I • � � � �� O ED O ERW 5E. PRIOR TO INSTALLATION. . F 'y , � CLEAR SHALL BE TO FACE OP FINI3H. E' 8tJBCONTR4GTOR5 AND TRADES. . '� . , M 0 .. R � . . �1"' : : 8 44 � TH T T I . , . CON 9 E RAC DRAW NGS TH R�PRE8ENT E . . q , - 16. tNE �4RGNITEGt OR ENCsINEER W(LL N07 B� . 4 A T TI Y ITH II TNE CON7RAGTOR WAtZt?ANTS 70 7HE �' �. � . . LL CONS RllC ON 3NALL GOMPL W . �01 Q'- . +�i , FINISHED StRIJC'TtJRE. UNLESS 07HERUJtSE , d _ TN A 1 T T RESPONSIBLE FOR ANY AGTION TAKEN SY g .t . THE APPLICABLE EDITIONS OF TNE CODES OU�IER AND E RGH TEG THA ALL • �i . a► � SFdOUdJ THEY DO NOT 1NDICATE THE . � J �� r • Y tH 7 IF ?NAT _ � 6 i MAT IALS AND EQUIPMENt R,IRNISNED AN ONE ON E PROJEC PERSON 02i J [,� LISTED ABOI/� IN PROJEGT DATA AND / �R ._. O MEtHOD OF C STRl1Gtl tH ; � a O'N ON. E � IS KN ANY . OR APPLICABLE O RNING ORDINANCES WILL 8E NEW UNLE53 OTHERWISE 5PEGIFIED OWLEOGEABLE OF 'G7 G vE _ . Q` CONTRAGTOR SNALL 3UPE ISE .4N Rv D 10` � � � t � i t tn Qi 3 T D SCREPANG ES:OM SS ON5 OR AMB GU � � T TI-I I IT N AND TNA ALL SE OF GOOD QWALITY.I�REE �` :, UNLESS NO ED O ERW 5E. S ALL BE DIi?�CT THE UJORK'AND HE 3HALL BE` , . TN I I ITY A Y FROM FAULTS AND DEFECTS. ` . M TNE DRAWINGS OR SPECIFICaTIONS UNTIL 3��1i • C E RESPONS B L OF N ONE .� . Y I A � SOLEL RESPONS BLE FOR LL . _� . TNE ARCHITEC7 OR ENCsINEER HAS BEEN � • F YI MAT IA (1 .� S . . SIJPPL. NG LABOR OR ER L5 OR L TI M M T F .0 : CONSTRUG ON E,4N5 E HODS" � . . . . TIFI T�I . NO ED H,4S CORRECTED E . 0� '1 , ; TH T I T T�I ,4TT TI 7N IT ALL BE tNE RE$PONSIBILITY OF TNE . � . BD O SRNG O E ETI ON OF E 12. SN �851 I .A . t�CHNIQUES, SEQUENGES AND ; * .q� . DISGREPANGY,OR MORE CLEdRLY 12 t�l . E . ARCNITEGT ANY D18GREPANGY OR , CONTR�4CTOR TO LOGATE ALL EXISTING ` • . J . . ATI I T . PROCEDURES. OBSERV ON V1S?5 O . � "l'' EXPLAMED TNE MTENT OF THE CONTRACT : '� '�J ' � . tH H N t �a o 3ofs. • , CONFLICT OF THE CODES ,4ND THE UTILItIES UA�IE ER SNOU�V EREON OR O 3 / �'" THE 51tE BY FIELD REPR�SENtAtIvES OF _ .? , DOGUMENtS. v J T T 7 AND TD PROTECT TNEM FROM DAM,Q�CsE. � �1 CON RAC DOGUMEN S. . .` . ,� , T41E ARCHITECT AND HIS ENGINEER5 SNALL � d . . . � . PROJECT NUMBER. 98043 . TNE CONTRACTOR 51-1ALL SEAR ALL � � 7 NOt INGLUDE INSPEGTIONS OF tNE . . / o E5 OF RE AIR RE ACEMENT JN .. . ,� EXPENS P OR PL � . 5. R�F�R�NCE TO ,4NY DETAIL OR DRAWING 1'1. CONTRACTOR SH�1LL NOT BREAK °�ETS. , �oTECTivE MEa,sur�s orz ri-iE . . , � DRAWN BY. AB CONJ6INGTION WITI-I TNE EXECUTION OF THIS .! IS �OR CONvEN1ENCE ONLY AND DOES TI TNE CONTRACT DOCUM�NTS ARE . . . _ : 'CONSTRUG ON f'ROCEDtJRES REQUIRED . I � WORlC. . . 4 J . NOT LIMIT TNE A I ATI OF 3UCN TA THAT WNAT I . 9 J coMt�� ,so s CHECKED BY. KHH` PPL C ON FOR SAME.WHICH ARE THE SOLE p _ � . . t . tAI 1 I Y A A , . .� DE L OR DRAW NGS. REG�U RED B ANY ONE 3N LL BE 5 � , RESPONSIBILITY OF THE CONTRACTOR. .i �4 O •` T T I 3 DESCRIPTI N 13. THE CON RAC OR SHALL BE RESI'ONS BLE I I Y A 1 . O . ANY SUPPORT'SERYICES PERFORMED BY 8 ND NG AS IF REQ6lIRED B LL. tEMS -,� � ; t � I . , _ . OORDINA7ING HIS WORK WItH � TNE ARG-IITEGT AND HIS ENCsINEERS FOR C OF A MECNANICAL OR ELEGTRIGAL . I I I TN WI O ? 6. D SCREP.4idG E5 N E DRA NGS R _ COVER SHEET EQUIPMENT SUPPLIED BY TNE OUJ�IER NA MA t` A I Y A A , ' DURING CONSTRlJCTION SNALL BE IURE Y NO NEGESS R L Pf'E R J : BE7WEEN THE DRAWINGS AND AGttJAL s � v. TH A H1T TLI INGS. . � . DI9TINGUISHED FROM CONTMUOUS AND ON E RC EC RAL DRAUT ALL , FI ITI S ALL BE � � ELD COND ON 51-1 J : It I T SYSTEMS tRADES INCLUDING BIJT NOT - DETAILED INSPECTION SERvIGEB WI-IICH 14. CERTAIN EMS OF �G�,I PMEN OR . J REPORTED TO THE ARCHITECT. .9 .: , i ; . ♦ B I INGS WILL BE FURNISHED AND NECE3°v�4RILY LIMITED T0 MECHANICAL. : IP • . ARE WRNI5NED BY 07NER5. 7NESE FURN SH CORRECTED DRAWINGS OR - � r / � _ I T A . C 5�1 LL TA LED SY TNE OUaJER AND ARE PL.IJMB NCs AND �LEG R AL _. .. . ... .. :..... _ .._ �k ` .. .. SUPPORT °�ERVIGES PERFORMED BY TNE INS L . . C �. ... .... . � _. - - IN5TR�IGTIONS SNALL BE ISSIJED BY THE � I INAT 'TN I WITN TH OT . . . . . I 1 ATED A5 N..G OTNER ITEMS WILL BE COORD E E R WORK E I-IER ARCHITECT AND NI5 ENGINEERS.UJNETHER ND G ., . � 9 ARCHITEGt PRIOR TO COMMENCEMENT ' : . � .. . . � �-.. Y TH T � . I ED B E 0611�IER FOR RADES. WRN�vN .. , : �. , OF MATERIAL OR WORK AND W-IETNER �NITY A��Ri� N.T.S . ) . . OF SAID WORK. ��.�_E ♦ . . .. J TI Y TI-I T A . J I T I AFT INSTALL A ON B E CON RACTOR S PERFORMED PR OR O DUR R � . . �; . NG OR E ; . � ,,, ( . 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S CO CTIO T S . . I VR ' . . EWER �WE N.WE LAND . . . . . � � . f . . � . . - - . . . . . l . . . . . � . � �- . . . . . --------- ---- ----- . . � .� . . . � 8396b . _: � : : � . 1 . � .. � vFGerariort ro ae sro� � . . _ . : �.. : r� p : : : . N . / 839315 . . �- - ---- . . . . . � . . . . �. 00 `�✓ , I.� . . I. � . � . . . . . ., � o . : i ._ . i _ __� -.. : / � : : .� . . i . - - : AFTER CONSTRUGTIOPI : . . � . r � . -------- --�_i . . . . . � . . . t--- . . : . . �... . / . . . e�8�3� . � . . . C`� . . � . � . 1. � �4 . / . : : � .. . . . .. . . . , . . . . . . : -� : -� : I . . . � . tA I ' J . . . 4 DIA.PEfs'FORATED PvC : . i � . / . . i � • . . . . �. . . . . .. . . . , . . . . . . . . . E- . . . . . I . . -� . . L.8315b4 . E . / . � O . � . . � � � . . / . . __ r •. M IN 1 :• .. . ( PERI ETER DRA P PE .. � ___�r� � � : 83�5� . --- . Z / PL � - . • . i - . N . : . C • . ••••......... .......•� . . . . I . . . . . . . ............. � \ . . . ................:. � � � � . 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E .8 8. � � . . . .� . -. . . . . _. . .. . ... -: . I . �. . . •.: � • • . ST A Y . . : :� I , ON W IGUJ,4 E L . .. . . . . . � , , . '152 . •.. • : . . . . _ . L 83 � E . z , . . 43 . 836 EL. _ . . , i ' ., . . .. . 91 . . . i 83 58 . . f r . e in th s a i The infor ation contain d � dr w n _. . . . . . m . .. . . . . . 9 � . _. . . . , . . . , , I . . . . . , i : i ••.. : : : :� . . . . ,..:•,: �� . . ` � _ . , . : ... : , . : file is mtended for use onl on this .... . . . . . .. : . . . i Y . . L�_ -=J - . z . l � . � . : , . . . , . C4 UP R � . . 1 . . . . -� . -� . . � I I . TW . . . . UOUS TRENCN , . . . . . 4 DEA. T PVG - . . . f'ERFOR4 ED . . l ro ect. Unauthorized re roduction or use , . . . . . . . . . . . . . . . _,. . . . . . . . . .I P J P . . . . . _._ �_ - - . . �-y . � -► . . . . . . • .i . . . . . . . . _ . UP i - - . - . . . . . . . . � IN G ? . . Ra CO1�IE T O . D , . . _ IM IN ! . . e mitt . . PER ETER DRA P PE irr other ro ec#s �s not r ed. 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IZ �- _ 0 � — — — — — — — — - The information contamed m this drawm i / r _ . -�c� � O� g r-----� V� _ I I . . . . ! . i , �� 4 �, a v � r ABV. , , I _ r B . cv 00 8 file is intended for use onl on this ' I O . � : I i Y I O - � . . . _ � i . 5.0 � � ro ect. Unauthonzed re roduction or use I 0 � P J P �� _ , . . . ; I ' . I � I � , _I � , n , ______., �n other ro ects is not ermitted: ' The _ r- �9 p J P 4 4 i i i , � . . _ 6 ' i' tu Mulhern Grou Ltd. assumes no liab lit for 111 lll � � � � 8 � _ ► P Y I n /� � O � . . Z IQ � . . . . . �.L__ J � . . . . . . . . . . .. . .. . . � . . � �� . . . . . . . . .. . . � . . . . 1L � � — . . . . . ��:. 11._ � . . . = n chan es to or ' I O __ unauthonzed re roductio O � � 4 W P . 9 .. . . . . . . . u �� i � I r -� . - �� . . . . . . . . . . Q _ _ tfl STONE ' _ �9 . . . . i O 11 3 5 m I i U Q w � �� -,cv � use of the �nformation contained herein. , _..t .� 4 _ _ � Q 9 2 CLCs. sr U� � � i . . . . �, c� cl� _ - _ _ � �9 The �nformation contamed here�n as � � � — _ � D � u , — l 5 �r . , . „ . , _ � as-is bas�s. The Mulhern , , � i � provided on' an � I � � O . ---- ---- � � � r � i � r � -� Grou disclaims ail warranties with re ard _ -- -� P 9 � I = L_ O � . _ _ . . . . . , _ i i t i i ^� �� - � O i t -► 9 � .-a•. to the data contamed m this draw�ng file , I I i i i i i i 61 . �, 0 � � , i � 0 � _ � ` i i � _ and to the erformance of the deliver i P Y i . : : . . . . . IN OF O � L E O I I � ' _ �9 ----J L---- �' media, includmg all implied warranties of . . � . � � . � . . . . . � . . . ' O � . . � � � L_---J . . . L____J . . . � ... . � . . . � --- __� � . � � . � � . . � � � . , � �� . . . ��.. . . . f �..: O � 0 �� . . . . . . . . . . . . . . . .. . . . ' i = fitness. The Mulhern Grou , Ltd. assumes � P � _ . . . .. . i _ _ � _ w2 - I I I - � cr w2 . no obligations or liabilities for damages, : � � � . . . . . , I I I I i i s u I � � including, but not I mited to, con eq entia , I da a es arisin out of or in connection I _ i � � m 9 9 i � wi • - � with the use or erformance of this � i P � . . . . . � ( ( I ( I . I i __ drawin file and its delivery media. i 9 ? - -=-------------------------- --------- - ----� � . �---- - --------- - --- I I 1 I , � I ' I . I ( I I I R V SION � DATE ; E I � � � �; _ � � � . ; 1 /20/00 PERMIT SET ' I I 0 , . � g ` ( � _. _ I I I I I I � 11 1 D IGN REVISION � � / 0/00 ES : � � � , � � , , , . i . i ,: I R I I 1 4 D SGN EVSON -` A3D A4J 2/ /00 E 8 .� ..... f` � . . . . .. . . . . . . ... . : �I ... ��. . . . . . . . . . . .. . . . . � . . � �. . � . . . . . . . . . . . .. . . . � � . . . . ... . . i . ... . . . . . . . . . . . . .� . �I ..� . ��... I... .. . . . . . . . .� . . 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NICNOLS UPPER LEvEL F PE BEL lU 9 b F. � � , , , � '. , �� i n i u n u n u a u 325222 SF. . _ _ _ _ _ _ _ . _ _ NICHOLS TOTAL 21 10 3 5 14 0 3 9 - 2 0 l 0 2 0 3 9 12 0 3 0 , 126415 SF. - 24396 SF. (CRAWL SPAG ) = 1020.19 5F. ' OFTUS CsA . E L RDEN LE1/�L � . i �� PROJECT NUMBER. 98043 l2-9 _ , ,,,; ;�.,�, � LOFTUS ENTRY LEvEL 18'1288 5F. �✓3'1.0(0 5F. (Gr4R4CsEI 133582 SF. , � y,.,_,:,,. , �,,,f :� � f ; E , , , � I . . . . . . . .. . . . . . . . . . . . . . _ . f. fl � . . . , DRAWN BY. AK ; . � , _ _ �. _ . � , � , , � (�� 826 I SF 1193 F CO N TO ) � T �W)., '3'i . � SF. LOFTUS UPP�R LEv�L 3 . . S . P� BELOW 3 .91 SF. IOPEN O BE . _ ,,� _. , ,� f . .—�a � 4 . l, �_� ,,.,�,�,h , � _._ i�.,,_ F , a�..-, d._--'" ,_ . ,� . . . . . . � . . . . . . . . . . . . . . . . . . . . . . .� , . . . . . . . . . . . . . . . . . . . . . . . . . . 4.z� � . .. , . . . �. '�� t� � e o � , _ rf � CH�.CKED BY. KHH ; ------- ._ �; ..�. �w r�n. ; LOF7US 70TAL 3132.d8 8F. -.. � .�-� . . . . . . . . .. . . . . . . . . . � . . � .. . . � . . . � � .. � � . � . . . . . . . . . . . . . . . - . . .. . . . . . . . . . . . . . . . � . .. � . � � . . . . . . . . . . . . . . . . . . . . . . . . .__ ___- G�-..4 � . .. . .. . . . . .. .� � : DfS��IPTION: � i OYERALL TOTAL 6384�.'10 SF. _ ENTRY LEVEL PLA N , , ; � � � � . . , i �� l� �� t !k : � � �� ; � O , ; �� _ �_ �� _ �� _ �_ �� 1/� - 1 0 �INISN F 00 E YATION 1�1 � - 83'16 � , �21 L R LE .fi, y • � . , : _ , 7d � 2 � � REFERENCE ,� � � .� o a. � N RTH z 0 , L FT , O US _ _ --------_ _-----_ rK ____. __ _-_ .�, : � �� l4-9 � /� �I _ � � �F I �l � �� , ; - , , '. . _ �� : � . 9 6 . .. > 1 ' I I I . . 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NAS I � , P EB � � � � __� � � . � _- ` G � � , D � R � , � � � � � � � �..�....o., .0 . � ; , i � � -------� . � i / � I I I' � � � / _ � _ i i r > , � � ; i , . , , r - - - - - � , , � I I ' ', • � I � WALL SYSTEMS , : i � � _ A3.1 i , i ; � � . � _. � i � , i � _ _ W I MASON Y R ; , i , I � I I u i i I � CNOMINAL)DEEP 5AND5TONE I�AID IN RANDOI'1 � i �� . II I I i- OK N ASN PATTERN WITH 1 3/8 .41RSPAGE OVER � BR E LER i i �� 1 l � S . SN ATNIt�Cs ON 2x6 T1'YECK HOUSEUIRAP ON I/2 O. .8 E � , � �� i r I I/2 CsY SUM BOARD OYER A�.I A4J WOOD STUDS A�T 1ro O.G.WTN P , � i i , , - ASS AtT V/� O A I AND R 19 �IBERCzL B ,. I 1 I P RB RRER : . I 3 1 � � ; i INSU ATION. O L ; I - . , . 1 f � < !11 4 1 I i , m ' . I I _ _ , I I W 2 SHING S I � � L� , i � i Y K H T C A SHIN AN S OVER TY E i S �41GER OUJN ED R Cs�.E P EL i � �� , _ ��' Q � I � H 05 ON 2x6 WOO 5TUD5 AT 16 � OUSEWRAP ON I/2 . .B. D t I I � � VA O A i R ; G ITH I/2 Y 5UM A O R P R B RR E I � I O. . UJ G P BO RD vE , ( I , � � _ i � ,4ND R 19 FIBERCsLA53 BATT INULATION. PROVIDE i i I lll I � , ; NITS AT A XPOSE � PREFABRICATED FLUSH GORNER U LL E D ,; 2 � . zl I \ - � I _ i � CO ERS. � RN � ` I � I A3.0 , „. - � ! I I � � ; � � _ _ , i I W 3 T WA t i RA ED LL � , I � I u i� T}{ 1/2 Y M 0,4 O I/4 CsY 5UM OA ON BO Cs PSU B RD vER P B RD , I ` ; 1 � �, i _ � . I 1 SI S OF 2 �4 WOO STU S AT 16 O.G. WITH 5 i DE X D D R _ . , � _ _ _ - - - � 1 I I � �I ASS ATT INSU ATION. !� O BERCsL B L : � � _ � . i i � i r � _ n , i i ___ ` UL.No. U312. : t i , � F� , r i' _� T � q "- , I T^ i i ( W YPIG�4L INtER OR W LL � , �� STU �, i i 1/2 CsYPSUM BOARD ON BOTN SIDES 0F 2x4 WOOD DS i i , i i �� AT OOM S i S TO v` � At Iro O.G:CsY SUM O�RD ON B HR DE 8E P B A � .__�, , ; _ „ . .- T S STITUT 5/8 TI AG WAT 815TAN �4N U E B IG�R . i ER RE D B E L , � i . . , . , __ - _ i � _ I T Y SUM OA AT A � � 1 � w sis ar� � e rzu ��. � � SOARD OR ATER RE T P � � , � O � i i , i i' . : TI OCATIONS. i i i L� L i i � , '� , � . i - , i w-a.a saM as w-4 [ ; i E j�, I ' I , i O � ^ �_ 8LlT UJITH 2X6 STUDS i -� � � �� - r , � , � _ '; � _ :V . i _ _ � Sp N q W5 UDW L . - L O i , � , � �� - t N S AT � 51 I GNAN i/ Y M OA O I/2 L EN EL . 2 Cs PSU B RD vER RE _ i I ( - , � , 1 . l LINE OF WALL BELOIU ' h -------- ------------------------------------------------ � - � b' 24 O.G. YERTICAL ON BOTH SIDE9 OF STACsGERED 2X4 . 0 i i ; � ^ F� � � i �� , _ , T ,4T 1 ° C. S T ON 2X6 ATE.3 I/2 SOUND , -- i i WOOD S UDS 6 O. E PL , .c, � , 1�1 , . i � i , ` � � a . WOOD RELL BELOW TT I AT N TO ,4G TN OUCsH VD D SP CE A N9U 10 8E PL ED R i � B L � � ( i i I �..�{. ` I T TW N S ACzCi RE STUDS. � - - - 8E E E D - - - _ - - - - - - E � -- - - - - - = - - -- - - - - - '= - - -- _ - - - - - - - � �- , T � -f � I V I � I / I 1 / � � � �/� I � / � -_..- I' I � / _ _ W � � � i W 6 INT IOR MASONRY � i i ER � i � � , , � t / � � ( \ i � i � - - _ - . A N i T AI fN S M( ) SAN S ON D LER �F (NO NA E P D E L � � L D E � i , , � i M � , I . _ � � , � � „ „ � � � I I I A DY V2 O.v . ( � P,4TTERN WITH 3/8 AIRSP GE ER B � \ / i i � _ _ ' i , _ �� , I _ _ � � � uv icv /� � � 5 AT 16 O.G. � / SHEATHIPtCs ON 2x4 UJOOD STUD ; � �H I , � � � I 1 i � � � � \ / _ � � ►�, , , � _ � I � ` ' I _ , ^ _ _ _ � , ; o �, w -t coririort wa�� . „ i i i DOUBLE WALL CONSTRIJGTION OF I/2 CsYPSUM BOARD i / i ` \ i i i i i ' i 12 , 11 12 UJl 1 u u II I I I O O T 4 O v TICA � : � I/2 SI f NT GNANN S A 2 .G. R L i i i i i i I I vER R� L � EL � � - \ � � _ \ � i � i . � _ ; _ � i � _ � i i i i �� i i � � � � ___ �.� - -- " vf 2 MIN. � _ _ ___ T AT 1 OC O D : _ -�N ON 2x4 UJOOD S UD5 6 . . PR E M � � T H _ TO KI C T OF ETl i OPEN TO OP OPENI \ � � , � � r : � � a _ � � i I � � P I AGN StU C Ov T BELOUI ISLAND AIRS AG BETWEEN STUD9. VOID SPACE N E D m i i i i i i BELOUI L E � _ P E , \ � � _ i \ / n � � � I � � i I I OW � OW BEL BEL v ar I ATT INSU ION. A N" 1/2 OUK TO FI WIT 3 S D B L W LL B LLED I E I I i I � � I � � FF I O C � � � E � � � � � � � � _ _ � � _ � . __ � -- ---- _ _ , , , , , � � i - - - - - - - - - - - � I � . _ _ _ _ n �s I I I I -t- � GARPET � _ � _ O _ , � _ / W 8 FOUNDATfON � vAU T C Cs � � � L ED L . T- I I i 1 ; ;, r � _ �� , � I / I � � 1/2 CsYPSUM P30,4RD OvER vAPOR BARR ER ON 2x , � � HA 1 i i i i i i ' i i NDR�4 L , i , � � � � � / T FOUhI ATION. M,� T fF AT)FU INCs M M 5 O GONGR� E D S R 1/�R i i �R L RR � B� i i i i i � � � ( � I : i 1 ,. , �� I , i , i i � i 12 , t - I -I0) I I fI�1SU ,4T ON l �. INSTA L I AYER OF 2 R Cs D L R I l. 1 .6 � .> ( � � I S A I I O M 4.0 � dH BEDfi� � A4.0 �� _ . _ OGATION AN XT NT , TW N STU S. 5E LAN FOR L D � E i it5 i i i i i / BE �E D � P i . � , . . . .. . . . , . �- � . . N � . . . . . . . . . . . . . . . . . . . . . � ��I� . . . .. _ � � I,. � . ..� ' . . . . i . I ' I CA�`T I 1 f � � , � I I � � I .-ur � OF FLlRRINCs. , ,. / � , _ , i i i t i i i i ,n � i , Y.411T C �s. I I L �D L _ � I � _ �R I � � ., .. . . . ... IN . . . . . . . . . . . .. .. . � .` . . . . . . . . . . . . . . . . . � . � . . . .. � , � _ � � � , 1 _ , , i , �� m � , _ � _ � _ _ � _ � _ _ _ _ � � _ � 3 i L _ I � _ 1 i � _ i � .� � I _�� I�� G G. 8 0 GLCs ' � �� 2 _�� _ 8 0 L I � _ _ _ _ I _ 2 �-im i _ � I 6 _ 3 I � 5 0 3 3 � p � A� II _�� I e -- - - --- - -- - -= - - -- -� - - - - - - - - -- - , �n � � I . 2 2 2 ,.� �-- -8 C;. 2 28 , _ , � I-,� _ _ I � _ _ �2 A3. _ 1- � �2 � �� ao _ . i I . 13 4 �� 6' � 6-10 6 -3 w a' �n 2 $ \ _ i _ � `I I � . . 1 _ _ .- I , - _ � �.. �, . � 1 � _ 3 5 ui.a 0 G wa 8 L . U14 M � „ G 6 _ � O � Y LTED L . _ III 6 3/4 _ _ � � , . _ � _ � � 5.0 . . : . . . � .-�, �N . . IN . . . \� . . � . . . . . . � -- The inf rmation contained m this drawin � o 9 �n r. FF. 0 � , I I I _ . . . . �` � I � wa i � � e r use onl on this : ' � file is int nded fo 5 _ Y � 5 \ _ / . . .. w4 - i � _ � � II � I I Il I I ro ect. Unauthorized re roduction or.use � � P J P � \ � . W2 . . . , _ � . in other ro ects is not ermitted. The i 5. �) wa ' \ P J P 0 �� 12 - MAST � I : , . . ,� I _ _ 0 _ _ m r u Ltd. assumes no ��ab�ht for � _ Mulhe G o p, y � .-. � WINDOIU SEAT \ uJ2 I . . � -itv . � � aT� _ _ �� ` � � � t chan es to or B auth rized re roduc ion _ _ � un o , � �_ �n P 9 _ � _ \ . . . . i _ �- in � � OS T - � _ L � ie c os _ i r L E� use of the information contained herein. � � �� LE - J O � , wa I I � \ . . . , _ _ _ _ _ _ _ _�_ ,z _ _ i - - -1- - - - _ 't vAl1 �D GLCs. _ The �n�ormation contained herein as O CA ET CARPET I --uv �0 �' �9 \ � � O � �� I �� . �� . _ � �� (1 _ : � _ _ _ i h i � i a s is - bas s. T e Mu hern i 8 0 CLCs. S 0 GLCs. _ rov ded on n a � _ P O : \ _ 0 / . . . . IU't N ' UIl 7 � � i �� cv �� ( � iscl im all warranties with re ard ' � Grou d a s _ , P 9 � r � . . - . . I . . . . .� N � . . . . . . . . � . . . . �_ . . . . . .�� . .. . . . . . . . . . . . . . . . . . . . . . . . � . . . . . 1 . . ... . . . . .. I _ t data contained m th�s drawm f�le � #o he 9 I � �� ' I _ _ _ _ _ _ _ _ _ ( � . _ _ _ _ _ _ � `� � � _ -t- �- � m and to the erformance of the deliver - 1 _ u11 O . Y ' � � P / L1 . . . . . . � '�!' � cn � � �� F � � � I i � in ali im lied warranties of � '1 1 I media cludm 'I � P _ i 9 i � i _ O \ � � t � / O M O . � , � O �� -------- - I r o Ltd. assume . f�tness. 7he Mu he n Gr u s � � : P . 'dg ._ . . . . .. . i I no obli ations or liabilities for dama es I u 1 i _ � 9 , , g , - - _ � I� _�� -� . , . _ _ _ includin but not Jimited to conse uential 3 _ : wz i " , � Q � � i I 2 3 un 9 �N �N ( un �n . , , / 2 2 \ . 2 i � ,.n �n a es arism out of or in connection d ma 9 9 J I I I ______________________ I . . ________________________________ ___ I I with the use or erformance of this I � P / \ . I I . . . . 1 I � � - - - - - -- - � drawin file and its deliver media. � 9 Y , / , i \ I � . i / , , I � - - - - - - - - - - - - - - - - - -- - - - - - - - - - � � - - � - -I- - - -- - - - - - - - --1� � � � . I � � i � i � � ` � � ' DATE REV1S ON , 10/ 0/00 PERMIT SET ( I I ' I I I 2 I , � � , _ � � � , I R VI 11/10/00 DESIGN E SI�N 1 ' � � a < , 4 D I REVISI , - 12/ /00 ES GN ON 2 I I 0 � , � I ( I , I I , � � � � � � I , : . , CsR055 RE5IDENTIAL FLODR ,4REA � , ► ' , CSHOUJN WITH H A1/1' ASi-I IN ) , I I E O ED L E i I I ( I . 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KHH - 6 6 2@ 0 3-0 E 20 0 LOFTl15 TOTAL 3132.48 9F. • DESCRIPTION. � �� UPPERlEVEL PLAN l�4-9 . , OvERALL TOTAL 6384."10 8F. . , \' � I -� , - -..; � � � I �k _�°..` _ �� x � �� .n, , ti � � O � _-�� v � �� _ �� _ � �. ,: � - - I N 1 1 -4 - 7 -� `� - �I I N F O vAT O m 83 6 1/�L 1 m N S O _ L R ELE � ( . � � A2.1 . � 1 , � r., ,, � , ,.�.. , � . . ,� , . , �-.- _ � l _� . _ ..� � � � rt , . . . . . . . � . � .7. � � /. . . . . . . . �.: . .�. . � , � . . . . . . , � �. �_, . . . . . . � � 7--� . . . . .... �� . . . . . . . . . . . ,. � . . . . . . . . . . c . . . . . . . , . . � . . . . . . . . . .� ., � . .,� �� , .� r . . .�.. . . E. . . . .. . .. . � ... . .� . . . . . . . . . . Y. ... "7r !� , � .. ..�- . . . . . . . .. . . .� . . . . . . . . . . . . . . . . �4. . . . . . _ . . . . . . .n ..r.. � $ _ . . . . . . . . � � ... . . . . . . . . . . . . � ,� anr � ..� .. � ' � . .. . . .. . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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CEDAR SN.4KES I FLOOR SY8TEhiS , , _ , T.41 ; l8 NED) , � IZ � ; F-) SLAB ON GRADE - 6r _ � ; " CONCRETE RADIANT SL,4B lTROU1EL FIN(SF�!), UJITH , � �� . �� : f , � ATI OvER 2 ARCHITECTURE • PLANNING INTERIORS -; .,i _ I REINFORGIt�Cs MESN OVER 2 RICsID NSUL ON �- / � �� , ; i � A I 3 MINIMUM : / . SAND ON 6 MIL.T+�ICK Y.4POR B RR ER ON -- �4TU --- _ ---- I TINCs N RAL GOPPE STA I _ BA MAT 1�4L OYER THE EX S +. R ND NCs _ �_ R0�4D SE ER � .:,_ � ' . . .� . . . . . . . . ._ --•----��-� . . k ... . . . � . . � . . � .. .� . �. . . .. . . . � � � � . . . . . . . . . . . .. � . . � . . � . . . � �,, .. � . . . . . . . . � �� . . . . . . . . . . . . . . . . . . . .. s�,aM o r . i s oRr. . R OF SO L SEE SO L REP .__ O I , � _ ao � � � ___�_. _� _ � __�_-�__ __��_� �__� _ �-� - _ _ _ _�. . � _ -,. _ --�--�------------ --� ---� F-z ,aYio s�aB - _ � P �� - T F ING O _ 2 1/2 THICK 'MUD SET S ONE LOOR VER . � I H IN INCs T A lT FINISH)W T RE FORG . � � -- - - GONCRE E SL B ROWEL . . , , MESH OYER Z° SAND ON 3" MINfMIJM ROAD BASE , tU00 FA L4 • D G _-.-_ ' ' MATERIAL OYER TNE EXISTING N,4TURAL SOIL. 12 12 � � 1 'I 12 � T , , �' SfiE SO LS REPOR . : O O - ' O , ; O O . IT 4 . 17 K TREET SU E 35 . 306LAES a ■ _ - ■ ■ � IUDOD BRACKEtB � � , �' _ z, ,- ' � , ,: F-3 ' ELEVaTED FLOORS - ' DENVER COLORADO 80202 , l , �li. .. �� , 1 I/2 THERMA-FLOOR GYPSUM GEMENT UNDERLAYMENT � 303 297 3334 FAX 303 292 2601' . 12 n - ------ --- - f z 11 .. U100D T IM R 4° � T -F ' ON SOLID WEB TRUSSEB ' O � OVER 3/ S URDI LOOR 0.58. 1 - - -- - - i ( - . _�_.___. -__..____- _ . -___.�_..._. ' � � � i � � � � I U �� .._ WITN I2 GYP�UM BOARD ON I/2 RESfLiENT GN�NNELS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ; _. . .. . . . . . . . . � .. ... .. . .. . . .+' . i . . . � . . . . . . . . . . . . . . . . . . � � . . . . . . . �.�_�.�._ �._.��.�__`_.� � __�� _�� i . � � ' . . . � � _ �,�_.__�..• �_ .. . � '.. . .. . . � � . � .. � . . . Il . . . . . . . . .. • • . � AT 16 O.G. IN8T,4LL R-19 FIBERGLASS INSIJLATIDN TIGHt ' �.._- -_.-- __.._�...� - ��.,_.- ! ' ' �? � A � , j _�.' '�� '_... T 58ES. CED R SNINGL�S / \ _ _. TO UNDERSIDE OF O.SB. IN vOID SPAGE OF RU . . � � . . I ! 12 . ._ fN MAT IAL. A F ,4TI OF PLOOR G ER . . SEE PL N8 OR LOG ON . � , � � � \ . --- f i � I -. _ �6 � C Q ! - Q � . ..: . . . .. . � . � � ' .. . i . i 1�.' . , i � .' .� .. ... . . . . . . . . � . � � � . . . � . . . . . . �. � . . . G� O �. . � � . . � ��. . . V. . .��; : . . _.� ... _� , ,. � _ _ F-3s SAME',4S F-3, 't �Q 1 • • _._..__.. �„-_ --- _ _. , ' !l �� + I ' ` u ' : . � - - - -- - -- � BUT DE ETE 1/2 RESILIENT CNANNELS. Q' 'g , , , . L , . _ . , �. , O , �"� � �� - -- - ► _ _ . i I • �� / _ . _ ' IJPPER LEvEL NI3H LOOR � . _ _.. - � .,�_ - � _ . - ... .. . . . . . - . - . , : . . _ . . _ _. . , . . - . - - - : - - - . - . - . - . _ � , O - ' �- . - :_ � ; - , ,. _ _ i��dCHAEL G. , _. \ �• - ` - - - - EL. ■ tlt-6 3/4 F 4 R4TED FLODR . . . - _ . , , � - - ---- __�__- ' - - . _ �� , � . . _. _ � - _ _�� .-.�-� _ 2 1/2 T�-IICK 'MUD-SET STONE FLOORING Ol/ER I i/2 � _n'� WOOD TRELLIS :.,�-� � : , . at {'.k�..��I��J ,;;- . . � . ! _ . � i i �! f T1-�ERMA FLOOR GYPSUM CEMENT UNDERLAYMENT ON : �--.�.„ c,, � . ' , � ,4, . . � � WOOD F�4CIA g ��. _ :. �. � �� , �. . _ . ,: - TN ....,... . � . . , . 3/4 STURDI FLOOR O.�vS. ON SOLID lt�B TRUSSES WI ,� �� . . _ _-� � , . _ �°` /�. _ _ _ � _ _ �� : � �� , . . . { 1 i _ I I Nt : , 2 LAYERS 1/2 GYPSl1M B0,4RD ON I/2 RES L E � - � < � � UJOOD TIM � _ _ B ER _ : - . , �-�t . , - _ -_ _ ; WOO� BRACKET$ � { GHaNNELS AT 16 O.G. INSTALL R-19 PIBERCsL.4SS' � CO _ , � , .. LUhM �.- . _ , ��,e.u.,�' ♦ I V I , . N OD _ I Att TI Nt T St OF OrS$ _ NStJ ON G O t.INDER DE . L _ ! _ _ a � ❑ ❑ ❑ o � _ . o � -- - I . _ saNOSro�v� �aNOOM � ' , � . .. - i i � � . . .. C"�' _ „ C, , SPAGE OF TRUSvES. � �F� . _ . c- . - . . ; I_ . � , _ BROlG�N COURSED _ ►.' : , � � , � , - ' c�vtr , , aa -�_ � � � � � � � � , - . . . . . -- � I ' I _ _ - ,4SNLER PAtTERN �. tJL.No. L84d ; ; . ........ _. .. � 12 , 1 - __ � : i 2 ro . � _ _ , , � � . ,. , . . , � � � � . .. .. . . .. _ . � _ . . I � .. . . , � � � . O . . _._ _ � . O O . A : ,. . . .. ... . , � . .•. . � . � � . � _ _ ❑ � a � . . . ❑ i Z . � F .4M A F 4 . . :�. : � �: : .. .� I : 1 i - _...- _ � 4� S E S , ' . . . , 1 � .1:1..t , �. �� , _ � _ _ _ ! � � . . , AY I GY SUM GOLO CAST STON i . UT NOT T T 1 ER OF /2 P RED E � , i � B RA ED. DELE E L I I _ 1 . f ll �� _ _ , I . � � _ _ j�L . I I� ,: : � - I � � � � GOLORED CAST STONE A . f - � � -' 1 - _ Bo RD. ,, I � - - I w ,: . l i I � . . _ ,, . , , -. . . . .. . .� : ; , . . , . . ! i, , i . _ ! 1 { ■ ., { � ■ y ._ � , UIOOD R.4ILING _ ; . . ; � � - F-5 EXTERfOR DECK - . _ i � _ � . D�"f PATTERN , . 1Z,4N _ �,. _� . ( �� . _.- ._ _ ( i . , i � , . - . �. - , , , - �-' _ .- - , LIGHTWEIGNT CONCRETE ON W,4TERPROOF MEMBRANE �IREf'LACE , - CAST STONE ` , , a i , _ I � � E i .. . , �� _ . .�.L _ ,..._ - ,. - . . . -- , � OvER 3/4 EXTERIOR TtCs PL7UJOOD ON 2x6 tAPERED � N0. 5 . ,� ; � i �� ; �- " - 4 _ i ; . , � I � , - � � � �� , _ . � `�-�' � , . . . /4 T U100 ON WOOD' . . � . - WOOD 3LEEP�R3 OvER 3 G PL D �� _ , � .. .. . - _ � . . . . . �n . I � . . T L �MISN FLOOR . I . ! 1 1 - . - . - . . i.! _ . - . . . . . . t 1 � . - . - �.� � . _ . . _ __._- �z . . , . � , . - . . - �� EN Rl' LEvE . � ' �... i „ _. - _ �. �� - STRI,IGTURE.CsARDEN PATIO TO NAvE BEAD BOARD ( � • _ . � , , EL. 101 4 A � _ ' • _ . GEI INCs. � .' . . . . .. . .. .: � . . . . � - - N � . . � . . . � . . . . . . . .. . SANDSTONE - RANDOM ` _ _ _ ' : BROK N . _ � ; E GOtJRSED' . d FINtSN F O � G RAGE L OR ' . � . ASH . I > LER PATTERN ' , ' - �_ �� :, s , , EL. 100 8 .. � . ___ � � ' ,....._ : . .... H ,4S/Y� tiM - � _ . E BER WALL SYStEMS � - , � � , . _ � - . , COL S ; , _ S N„� , , _ _ , : ,. , ,. _ -. . : �. _ , ' ; : � ; , , � _ , . . . , � W-) MASONRY - ; _ . .. , � . _ _ .� . .. _ �� _ . . � , - . cN�t • ` ,.. -- - --- ---� . - ---�----�-- -- --- ------'------ ---- - d lNOMINAL)DEEPS,4NDSTONELAIDINRANDOM , rt . • .+,,.. ,. cv , .. _ _ ... - FOIMDATION . , . - � „ _ . . ,r . . . .:.... . , _ I / AI ACE OVER . . BROKEN ASHLER PATTERN WITH 3 8 RSP �� , ---I---- - ------- - -- ----- -------- - . � - - - ---- - - � • / . R�. StRlJGTURAL _ _ . ; _ A �� . ^ �� '; .� _ _ ..• . I- TYYECK NOUSEUJRAP ON IPl 0.58. SNE,4TNING ON 2x6 ' _ .; . , , , .. �� _ , , . q . . . ; , T AT I H I/2 GYPSUM BO RD OVER . .� ., _ WOOD S UDS 6 O.G. WT _ ( . � , _� : , . �. : Y,4POR BARRIER AND R-19 FIBERGLASS BATT ; _ 5 3 ::. , _ _ _I : , _ � . . _ � :. , tNSULATiON. , � _ _ � , . , - , . ; . , ��. .. , , CON ,4T 1 �_ -- _ • '; • ` • _ G. P O A ND -:?� , O . . . W-2 SHINGLES - _ . . � � ; . � STEPS BEYOND - _ .. - , - •. TY K -- . S1-IAKERTOl1J�1 GEDAR SHINGLE P,4NELS OvER v� � - \ .: ,. . �� . �� , . � . � . A . HOUSEWRAP ON i/2 O.SB. ON 2x6 WOOD STUDS AT 16 : , GARDEN LEvEL FINISN FLOOR _ . _ . - . . _ . _ . _ . _ . . . _ . _ . _ . _ . _ . •. . _ . '_ . _ . . _ . . . . - - • - - • � • - - _ . . n _ . - .. - . � _ • . � _ _ - ' - _ � �� O.G.WITH I/1 CsYPSUM BOARD OvER YAPOR BARRIER _ .., _ _ .� . EL. - 91-1 1/4 .. . ., . �/� ' ; • AND R-19 FIBERGLASS BATT INULATION. PROYIDE ', .;. � ; . ' � _ V1 _ , . , .:.:..- .:. :.. . .. . :.... ,:...... •. .. _ t .... .. � . .:. . .. ..: . .. . .,,... � : ,. , IT A A X SED _ . . , . . ... . . .. . . f'REFABRIGAtED FLUvN CORNER UN S LL E PO � . . . _ . : .. .: . . A . . .. . .. . .. . . . . : . � p . .:. : - ------ ---------- ; , OUND�,TION . . . . . .. . ,GORNERS. . ... . . . . .. .. ...,... _. .,., ... . . .� ...:.. . . ... � ; -RE. ST CtU L : RU R�4 -- - --- ----- ---- -- - � � O ' : _3 T � _ W RA ED LL � �� , tH 1/2 Y A I/4 GY M B0,4RD ON BO - ( i Cs PSUM BO RD OYER PSIJ � � . �� _i , rT_, SIDES OF 2X4 W000 STUDS ,4T 16 O.G..WtTH R 5 _ FI A AT1' IN ATI BERCsL SS H StJL �i. O , . , ^ '� �� f UL.No.U312. ! , 1�0�'�� 1� � „ , „ �� O U , „� _ � _ m -� tYiA it r a - ��.I' W P G L N ER OR W LL .+ �� ' l ; H 2x4 OD STU S _ i/Z GYPSUM BOARD ON BOT SIDES OF WO D , - 1'� . �� . At 16 O.G.GYPSUM BOARD`ON B,4tHROOM SIDES t0 SE u i WATER RESISTANT ,4ND SUBSTITUTE 5/8 TILE BACKER �"� , � . 7 ,d, , A F ,4T I ,4 T Y BOA A LL: _ BO RD OR W E RES St N G PSIJM RD ' , _ R ,. �, ' � ° � , TILE LOGATIOiNS. � I � ; W-4a SAME AS W-4 � ; . . ! . M . t rr+� �, , BU W 2X6 S7LID8 ' � : � . • _ ,4 _ , W 5 SOUND W LL � �� , _ 1 I I i T GHANN S AT ,. /Z GYP�3UM BOARD OvER /2 RES L EN EL , _ �� ' 2d O.G. VERTIG.4L ON BOtH 51DES OF STaC,CsERED 2X 4 , , �, �� , <. AT i T 2X6 AT 3 1/Z SOUN � WDOD STUDS ro O.G. SE ON PL E. D , N Hv I A ; w BATT IN�3l,ILATiON TO BE PL,4CED T ROUG O D SP CE : BETWE STAGCs STU 5. , , . EN ERED D :, _ .. � T R DGE vEN W-6 INTERIOR M,4SONRY - „ ; • 4 ( OMI A AN ST A�tD IN ASHLER ; ,; N N L)DEEP S D ONE L . �� : . �4Tt ItH 1 3/8 AI ,4C OVER i/2 0.5.8. , , , P ERN W R5P E _ �� , � ATHIN 2 4 T 5 aT 16 OG tAN ING SNE Cs ON x WOOD S UD . _ GOPPER RDOF GOPPER 5 D _ __ SEAM ROOF _. ___.__ - W-1 ' COMMON WA - ! LL . � „ : A T TI 1/2 GY M BOARD _ TAN ING . DOUBLE W LL GONS RUG ON OF PSU GOPPER 5 D \ ---- - ---� --- . , - OvER 1/2° RE5ILIENT CHANNELS AT 2�" O.C. vERTIGAL SEAM ROOF .� � , , . �� ; � 12 ON 2xd WODD 5TUD5 AT 16 O.C. PROV(DE 2 M N. A _------ ----- _ CED R SH�4KES � Af I A IN A H T I , J ---- --- - -------.�-_ RSPACE BETWEEN STUDS. VO D SP CE E C S UD : 1 � _ �6 � � . �� AR AKES , T I GED SH (5 A NED) _ WAL TO FI ITH I/2 D BATT iNSULATION. � � , L BE LLED W 3 SOIJN : , : lSTAINED) � �Q T _ __._ �- - , . S NDS ONE R4NDOM - - � - -�- U1-8 FOUNDATION - �. .�� BROKETI GOtJRSED 1/2 GYPSUM BOARD OvER VAPOR BARRIER ON 2x4 v : A ATT -� ; ., SNLER P ERN CFLAT)FURRING MEMBERS OVER GONGRETE FOUNDATION. .. ' __ -- � . . . . . . i � ' . . , _ � - The information contamed m this draw�n . . INSTr4LL I LAYER OF 2 RIGID INSUL,4TIDN lR J0) . . . . 9 ; file �s intended for use onl on this ; -- Y � . BETWEEN STUDS. SEE PLAN �OR LOGATION ,4ND EX7ENT z- . , , , __ F,4CIA _ WOOD . II 'i . h ri r . , . ro ect. ' Unaut o zed re oduction or use _ . • � . , , , P J P ; OF FURRING. , � . . . . O . ; : - I • , , . , R DGE � � ■ . in h r r i rmi Th � ! ! ! s� i ot e p o�ects s not pe tted. e ; : � _ _� . .. O _ ,r�vT __.__ � � : , . . . , M Ih rn r m n li ili . , t u e G ou , Ltd. assu es o ob t for : � , WOOD BRACKE 5 P Y � � _ . , , � - � , • ,: , unauthonzed reproduct�on, chan es to or s � f 1! E � 9 _ � . ! . . . . _ i _ . . . f n r n m , use o the i fo mation o ta ed herein . c . . _ . � _ , , - ___.._. , , - ^ I � , , . , ❑ ❑ � _ -1-� L 1U00D TRIM ROOF SYSTEMS The mformot�on contamed here�n as , � _ . .. . _ .-. ^ � , n ', i I _ � �. _ r v� -� i Th M - .__ o ded n an as s bas s. e Ih rn . o u e _ , , P , . � � � � , � ❑ . . . . . . - _ _ i I , ( , � 3 _ _ Grou d�scla�ms all warrant�es w�th re ard ; _ � - � � R 1 SLOPINCs ROOF lCOLD ROOF DESICsN) P , , , , 9 , , --,-� � � , � . � to the data contained �n th�s drawmg fite . . CEDAR SNINGL�S C A HfN t,41N ) I . - � RED ED R S CxLES (5 ED OVER X . - j _ - f m f v --l.a�-_ � and to the er or ance o the del� e I � P ►'Y - � AI T . . . . . . ; _ - � N E AI r4 TO OOF 5L0 E ON OP �. _ L RZ L � P RALLEL R P � i med�a mclud�n all �m I�ed warrant�es of , P ! 9 � ❑ - - - -� -- -- ------ - ------ -- -- • � OF FLAT 2X4 FURRING MEMBERS (AT THE SAME fitness. The Mulhern Grou , Ltd. ossumes '. - - - , p - ,�._ . _._._�_., _.___�._. � � . . . .. . ------- �_ _ _ _ _ _-. _ _�_ _-._- _ � T --- - --- - S A IN A 1 F7 TWO AY RS J5 �o obl� ations or liabilities for dama es . � � � �m,.. - � P G Cs S 2x 2 RA ERS),ON L E 9 9 . - _. _ _ F I F , , . . . _ _ UPf'ER LEYEL IN 5H LOOR � : - - . . , - . - : _ . - . _ . - . . . - . - . - . . . . . . . , . _- . - - - - � �� : - : - . - ----. - -- � -- - -- '--- ' - ' -- • _' - - "--�-- ' - - ' - FELT OVER 5/8 O.S.B. SHE,4tNINC� ON 2x12 R4FtERS �ncluding, but not limited to. consequential ;; _ . _ _ - _ �_ �� . ; ��_,___ _ _��. _ � .` � .� �� ,� �.._�-- -� -� --- .�� EL. Ill 6 3/4 „ dama es arisin out of or in connection _ . _ 9 9 I j � vAPOR BARRIER ,4ND I/2 CsYPSUM 80ARD . . . _1 w�th the use or performance of th�s , . APPLIED DIREGTLY TO TNE SOTTOM OF R4FTERS. . . . . . WOOD PAGIA drawmg f�le ond its dehvery med�a. , - ATT . R 38C FIBERC�sL,45S BATT INSlJL,4TION WITN IG _ TS AT �4 d I IN fNBTA ; YEN E N Cx L E. LL � ao ❑ � vE D R D E . . . � WOOD BRACKETS . . . I . . ITH TH I ,4M M ,4t �4LL YALL YS . .� , B U ENE GE D EMBR4NE E _ _ - _ _ ,_ R VI i N _ _ _ DATE E S 0 _ _ � _ , _ � � - _ � _ - _ ._ � _ � �. , , - � � : - - ,. - .. - � - � - � _ - SANDSTONE - RANDOM AND E�4vE LINE. i -- O , -+ . �. - _. .�. , . . _ _ � � _ - � , _ . _ . �. , , _ , _ � . . : . aRO� courzsED 10/20/00 PERMIT SET �_ . . . . . . ��r s � � � ■ ■ � � , .. . . � - _ --. � -- _ , -- � -� - � �4SNLER P,4TTERN N R-2 BAi?REL VAULTv - _ . . _ _ ... _ � . _ _ _ _ � . _ . . _ . - - _ : _- � _ _ ._ - - -_ �_ _ _ r. � � _ ._ � _, � � _ _ _. _ _ �- I - .�- _ _ ..� - � - _ _ _ _ . . - - - . 0 , � „!!„ f ,O,M , _ _ 16 OZ. COPPER DOUBLE LOCK St ND NG SE _ ■ a _ , _ � _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ . . - - � ` - - - - - - O ITH TH AT OOF MEMBRANE ' , .- , R OF OvER 8 U ENE W ERPR � - tl - - -- . _ : > : � _ •. �. . . � � , . . . • - � l - - - _ _ _ . - O GAST STONE ■ ■ ❑ � - I _ _ � _ ._ _ _ _ _ -� GOL RED �� . � � _ - _ _ _ �- - _ - _ - _ - _ - _ - _ - _ - � - ON 2-LAYERS 1/�F PLYlU00D ON 2x12 FRAMINCs . � - _:� / \ / \ � - _ . � _ ___�- � �� - -- ` -` - ` � ` - ` M M ,4T 12 ' ITN -38G FIB L,4SS ' E BERS O.G. 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' , 4 N INA ) TON AI IN ASHLER , ! OM L DEEP SANDB E L D , � , � �r ; � , � PATTERN WITH 1 3/8 ,41RSPAGE OYERJ/? O.SB. , _ . , ; � � . . . . .. � . � .. �� . . . . .. . . . . . . . . . . .. . . . �. .� . � . .. . : . . . . . . . � � . . � . � . . . . . .� . . . . . . . . . . . . . . . . . . . . . � . . .. . . � . . . . . . ' N . . � . . � . . . . � I . , SNEATNINCs ON 2x4 WOOD STLIDS AT 16 O.G. , , W-1 GOMM A - , ON W LL ; �� . 1' ,q DOUBLE WALL GONSTRUGTION OF I/2 G P;SIJM BO RD . . . . . . . . . . . . . . . . . . .. : . . . . . . . . . . . . . . : .. . . . . . . . . . . � ._. � . . . . �. . . . . . . . . . . . . .. � . . . . . . , . . . . . . . . �;. . �� . .. . . . � . . � . . . . . . . . . . . . M : .� �� . � .. � � . � . �,. _ , I/2 t 1 T N aT Z4 D�G. ICA OvER RES L EN G .�WNELS vERT L , , �r �� 4 AT I G DVI 2 MM. ' ON 2x WOOD STUDS 6 O. . PR DE At T N T Y I S AC IN EACH STUD '; R5P�4GE BE WEE g UDS. O D P E Y , : , : , , � ; . WALL'TO BE FtLLED WITH 3 I/Z SOUND B.4TT INSULATION. . . _ . . W-8 NDATfON - , ' FOIJ _ , „ _ , . n. .. .. . . . . . � . . . . . . . . . . . . . � . . . . . � .:� : . . . . �� . � . . . . . . � . . . . � . . . � . . . . . .. . : . ,;. R � � ; , : 1/2 GYP3t,iM B0,4RD OvER Vr4POR Br4RRIER ON 2x� . . _ IFLaT)FURR(NCs MEMBERS 01IER CONGRETE FOUNDATION. TA.WINDOW ARGH GREAT ROOI`1 , , .. •-----._._._:._.—._,_.,_._.—.—._._._._._._._. . �� —•— , . . INSTA 1- AYE OF 2 IG( IN9tJLATfON fR-10) The mformation contamed m this draw�r,_; � , �_ �� LL L R R D � : _ EL. ■ 112 5 I!1 . . . . ; TO PLATE �4T file i �ntended for use onl on th�s T S F ,4T(ON �4N EXTENT s Y f BE WEEN STUD . SEE PL�4N OR LOG D , , , ; � . h ri r rod tion or GREAT ROOM _ , TA.PL,4TE - G AT ROOM pro�ect Unaut o zed ep uc � � . .—. .—•—•—•---•—•—•—•—•—•—•-- • • � OFFIJRRING. . . . . . •—•—•—�— . • —•— — —•—•— •—•—•—•—•—• , � , . . . in other ro ects is not ermitted Tn�, , � _ �� P J P , , � � � u EL. . 10 0 � ,J _ EL. 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M . . . .. . - ` I I no obli otions or liab�l�t�es for dama e�. , A SP,4CIt�1Cs .45 2xi2 R,4FTERS), ON TWO L,4YERv 5 9 9 , � , , , . . . . �� ,�. , , includm , but not limited to, conse ue . , i FELT, OvER 5/8 O.S.B. SHEATHING ON 2x12 R�4PTERS 9 . , q . . ri in u f or m c nnect�c„ ! � damaesas oto 0 1 �� 9 9 ` v I i Y M A A � AND /2 G P5U BO RD . . � POR B RR ER wi h the u e or erformance of th�s ❑ t s � P � ,:._:,�..-.-,::.�.._: , ,.....,..:,,._..,..,.�, .4PPLIED DIRECTLY TO THE BOTTOM OF R4FTERS. � • . . . FIREPL,4GE . .... . ........ .. drawm file ond its delrve med�a. 1 . 9 n' - TI (TH ATTI ; � N .I • R 38C FIBERCsLASS BATT INSlJL�4 ON W C _ _ O � ` I , � i ra , _ _ VENTS AT E,4YE ,4ND RIDCsE<L INE. NS L� i _ i _.�... AT A VA Y3 � - ; A BITNUTNENE IGE D,4M MEMBRANE LL LLE WZ , ' < , . _ DATE REVISION , - Q I - i � AND E vE L NE. GRE.4T ROOM FIN.FLR ._. . ._. .� -�—•-•-•—•—�—�-----• 10/20/00 PERMITSET . ,. u EL. 100 4 � _2 A YA TS - " R B RREL UL , - TAN 1 ,4M 16 OZ. COPPER DOIJBLE LOCK S D NCs SE . v _ „_ , ,� ; ' , _ OOF O ITHUTH N W,4T P 04F M MB NE : ; ^v� R vER B E E ER R E R�4 : �� _. F_ ' , � _ ' ` � ON 2 LAYER3 I/4 PLY11100D ON 2x12 FRAMfNCs _ M n M M �4T TH -3 FI A5 , S 12 .G ( SG L S E BER O . UJ R BERG A -- F.s _ �� ' . . INSULATION, v,4POR BARRIER �4ND I/2 CaYPSUM - °. 0 _ 0,4 = n B RD. , _ ,' ; v _ � , BEDROOM ATI -- HALL �Q , M � . ` R 3 FLAT ROOF , , : � , , ` „ 4: ; � FULLY A H E DM (60 MILS THICK) ON 3 /4 O _ D ER D EP • T � , HtGK T G PLYU100D ON TAPERED 2x8 SLEEPER3 _ ': � : �� _ . , _ _. , . , O 3/4 THICK T YU100 ON 2XI� F ING . , vE R G PL D R4M , , ,; �� I , . f _ , MEMBERS �4T 12 O.C. WITN Y�4POR B�RRIER AND ,. ,;. , . ` � _ ' �� F-i _ , , . . i/2 CsYPSUM BOr4RD. ROOF STRUCTURE TO NA�VE ; . ,. F ? � , ; . ' , - F( I A 1 1 V i AC R 38G B�RCsL�4S8 N3tJL T ON N O D SP ES � . GARDEN LEvEL FMISN FLOOR � . ,., � .-._.—.—.—.-. .—. ._._. :_:_._.—. —. —._._._._. ._. OF 2x12s, TIGNT TOGYPSUM B0�4RD CEILINCs. PROJECT NUMBER. 98v , I _'_ EL. ■ 90'-I V4�� .. f . . i�'ti ' __ ..,�, RAWN BY. . - D � --_ � .h � . , I , . .,,„ � , : . , € .t,`, .. . ,, . ; _ , , ;; , . C � ECKED BY. hr�� , � , , ,{`;' N , � << , _ 1 �f _ FIREPLACE SCNEDULE �. , r . � [ � � �.�; s:., � t f � ._ , t., _:, .,�.._� � ; . , ..y �`', ...�.- . � .l . . . i . . . . . . . . . . . . �� . � � . . . . . . . . . �� -_.... �,._ l.. . , . , . _V, . � . : � . . � ; . . .. . . . . . . . . . . . . . . . . . . . . . . . . ._ � . , � . ., . . . :�� . . . . . . . . . . . . . . . . .. . . . . . W .. � .-. . . . .. . . . . . . . . .. . . . . � � . . .�W- . .�wa"--�� . . ;� . 1 _.,_ � � IPTION. � � . � , �1 , _ u.. . , ��_.�__ � ,. , �. , � .�-�..�:� - _ _-- _--�.. , ND. 1 GREATROOM - ;,, , B ILDW ECTIG;� ` MO L 36 Y X A FI LAG MAWVFr4TURED BY U G S DE D L G S REP E FI AC XT I AI t AN WASHINGTON. ' _- . !. � REPL E RORD N R K RKL D. � : ' ; ' j ' N0. 5 kT t0 GK - _ . � E ER R DE M '1 T I T NT G,4 FIRE ,4GE ODEL 000 R/XLS/XLT D REC VE 5 PL ; ; i . � - - , I T M,4N FA T A VI M NN ,4. r lJ G URED Y HE T N CsLO LAKE LLE E°.+O , B . . _ � �.-., � 4 E TI N IN C 0 B ILD G S U . � ,� � - f . . _ ;rre� . 1 .. � � sc.a.�,� ,� REFERENCE _ , ` ,_ •. , 4 j , NORTH , � r,, L FT ..- 0 � __ _-___. _ , � _ . _ : . _ . �. � r ' , ` � . .,;; _ i �,..�, . . . . . . . . . . . � . . � . . . . . . . . . .. . . . . . . . . . . . . . . . . . � . �\ � �5 � , FLOOR SYSTEMS , _ � . , I , ` � ; ; - F-I ,4 _' � SL B ON GR4DE - , . , FINI H) (TN ..�.� : CONCRETE RADI,4NT SLAB (TROWEL S .W �� , , „ . . , . REINFORGING MESH OvER 2 RICsID INSIJLATION OvER 2 ARCHITECTURE PLANNING INTt,.�� u MI IM _ , SAND ON 6 MIL. THICK v�4POR BARRtER ON 3 N WN � • . T t TINCs �4TUR4L ROAD BASE MATERL4L OvER .HE EX S N . , � � - i SO L. SEE SO LS REPORT. _ , _ I A _ ' F 2 P,4T O 8L B _ u �� t/2 TH[ M -8 T T F 00 ING 01/ER � ? CK UD E S ONE L R ; FI I H ITH INFORGINCs ; CONGRETE 8LAB (TROUJEL N 8 )W RE . .. . . .. . . � . . � . . � . . . � .. . . '. . .. .. . . . . � . . � . � � . � . . . � � .. � . . . .. . ..� � � . � . . .. .. � . . �. . . . . . . � . . � . . ' .. .. . . . . . . . . . . . ... ' � . .. .. . . . �� . � . . � . : .. . . . 11 M. . . . � � . . .. � . . . . . . : . '��.. MINIMIJM ,4D BASE MESH OvER � SAND ON 3 RO ; AT I � . . MATERI,4L OVER TNE EXISTfNG N UR4L 34 L. I L . '; SEE SO L8 REPOR ,.. �- . T ET SU�I._ 1730 BLAKE S RE , , , - - V R COLORADO e.,. F 3 ELEvATED PLOOR3 DEN E �� , , - YM T ,. , , .` i I/? THERMA FLOOR GYPSUM GEMENT IJNDERLA EN , 303 297 3334 FAX 303 2�� : .: _. �„ , _ � _ I T SS S OvER 3/4 STtJRDI FLOOR O.S$. ON SOL D WEB RU E _ u �� : ■ ■ ■ ■ ■ ■ ■ ■ ■ � , WITH V2 GYP3UM B0�4RD ON I/? RESILIENT GH,4NNELS �� - f TI HT w AT I6 O.G. INSTALL R 19 FIBER�sL,4S8 MSULAT ON G , _.. . ` � OF T SSES. TO UNDERg(DE OF 0.5B. IN VOID SPACE RU . F INCs MAT RIAL. .-� . . SEE PLANS FOR LOGATION OF LOOR E :: _ `' , � � � � _ A F- O F 3t� SAME S 3, � � �� , BUT E T I/2 RESILtENT GH�INELS. c �s e -� , ; �� . Q _ O � . , O , . _ � F 4 RATED F OOR � L , P/lICHAEL G. _ �� „ „ �� I THI M - T T F 00 fNG OYER 1 1/2 - 2 /Z Ck UD SE S ONE L R ^ ,r < 1 ¢� _ r � �p�t��N�R�J TNERM�4 FLOOR GYPSUM CEMENT UNDERLQYMEN ON ; ; �� _ � , 3/4 STURDI FLOOR OS.B. ON 80L(D UJEB TRUSSES WITH �� ..,, _ �� ,:.�._��..� F.. 2 LAY�R3 111 CsYPStJM B0�4RD ON I/2 RESILfENT _ G . , �� _ H 'AT I IN TALL R-19 FIBERGLA88 . G ANNELS 6 OG. S : I I 05B. IN VOID INQ�lJL�4TION T GNT TO tJNDERS DE OF : � T SPAGE OF R�JSSES. C, � D R UL.No. L5d4 A .' - _ F-4a 8.4ME AS F-4 -- . �� . T 1- AY I/1 YPSUM BUT NOT R4TED. DELE E L ER OF G � . - �4 BO RD. ; P-5 EXTERfOR DECK - � T.O. RIDGE . : R- -'—'—'—' '—•— •—•—•— �—•—•—•—•—•—• —•—•—•—•—• M M _ . . 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( I/2 Y M A ' _ DOUBLE WALL CONSTRUCT ON OF G PSt1 BO RD' O O FI ❑ � 0 ❑ r a . . . � . . . . . . . . . . . ./ � . . . . . . . . . . . . . . ,� ;. . ...�. / �.. ;. . � � � � CRAWL SPACE FINISH FLOOR ❑ ❑ O I/2 St fENT GHAI�WELS .4T 24 O�G. 1IERTICAL , I _, vER RE L , � . . - — , � �� i i _ . . ATH _ B R�OIN _ 4 S AT I OG 1IIDE Z MIN. . . ON 2x WOOD TUDS 6 . . PRO � . EL. 9 3 /4 . � 5 3 . _ � � � ❑ ❑ ❑ oa � � � , �, � , Af T N T Y I 5 ,4C IN ,4GH STtJD , RSP�4GE BE UJEE S UDS. O D P E E � � � � . � . � . � �� i . n � -�-� � � 9 , ATI � A ' T F( ITH 3 I/2 D BATT IN3t.IL ON. ❑ ❑ W LL O BE LLED W SOIJN i � - . . o0 oa . , , • ,, • ■ o ❑ � , � i � . . , _ � , _�, i i � � � . : i � � � i � � a' � � � i � � . , _ i � _ . _ i � i � � i � . � F N ,4TI . . W 8 OU D ON � i f � � � � � i � � . i � - � i �� .; � . 4 5 � � x4 vA A I I ` � I/2 GY M A OR B RR ER ON 2 � P3U BO RD OvER P � � � � � . . � . F-1 �� o a . , s � � IFLAT)RIRRING MEMBERS 01IER GONGRETE FOUND.4TION. � , _ � � ■ , , . . , , , . �� GARDEN LEVEL:FINISH FLOOR ... v i . _ _._._ _._._ _ �� _ The �nformation contamed in th�s draw�,.,. FAMI Y OOM _- BEDROOIN F � BEDROOIN INSTALL I LaYER OF 2 RIGID JNSUL.4TfON !R 10) _ ,_ . . . . . � EL. 91 1 1/4 frle is in end d f r use:onl on th�s g F LOGATtON AND EXTENT t e o y � BETWEEN STUD . gEE PLAN OR , , , , - _._.—._. _ ._ .— ._, —,_,_ ,_, _,_, h n r rod � n r .:. . ro ect. Unout o zed e uct o o . M P J P BEDROO EDROOM OF FU I . B RR NG . . . . H BE OMS F NIS FL��R . . DR� I ____�� . . . . . : .. . . _ .. . ., . .. •, . _� .,. . , ., . . . .. �. , : . ,•.: m other pro ects is not perm�tted. :Tnt: .., . . .. � �. , :. a , . . . . . . .� EL. = 90'-1 1/4. . .. .. Mulhem-Group. Ltd. assumes no I�ab�ht. ° — — — — _ . . , .: .. ;. . : .. :.. : . . .. :. • ... n h ri r r u ti n han es to c:, •• _ . .. . a . . u aut o zed ep od c o � c 9 ' — — — — — — — —= ;d' ... , ..... . . ._,.., .. _ . ..... , .._ ._.... . . . .� . _ _ . . . . � o 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 0 - � � . � � . . . � . . .. . . . . . . . . . . . . . . . �� . . � � � . . .. . _ _ _ . o o , , , , , a use of the information contained here�n. ��—�� — — — — — ( �� . . . . �_ �� - - - - - - - ROOF SYSTEMS The �nformat�on conta�ned here�n as — — — — — — — � . . .... . . . .. .. � .. . . . - . .. . . . . . . . .. . . . . . . . . . . . . .. . � . . • � ��.�.t! • M�. . . . , � . . . ... - . �� I . . . . . . . . . . ... . .. : . . . . . .: �� . . .. . .. � .. . . . . . . � . � .. � � .. . � . . . . . � . . . .. . . � .' . .. . . �� . . . . � . ��.� . ,I I I — _ rov�ded on an as �s bos�s. The M�.. � P — r ` I im 1 w rr nti with re •;..:. t _ G ou d�sc a s a I a o es - SIGN P S i R I SLOPII�ICs ROOF (COLD ROOF DE ) , , , . ;;.; to the data contained �n th�s draw�n 9 I ! �IN ) IX . RED CEDAR SH NCzLEB ST ED OvER n h rf rm nce of. the del�ver� adtote e o 0 P , ,. ,ar ,ar ,a r ooF s o or� ro • • • • � � .. N LER3 L D P R4LLEL O R L PE P , med�o �ncludin all �m lied warrant�es �, . 9 P _ ��I"I . , ! AT TH S OF FL�4T 2X4 FURRfNCs MEMBERS C E E ,�.. f�tness The Mulhern Group, Ltd. .assu � , , . .. . , m :: SPAGINCs AS 2x1� RAFTER�S) ON T11J0 LAYER9 15 no obli ot�ons or liabilities for da a e�, • , 9 . . 9 �� ' �. ! . includin but not limited to conse uer,.. , FELT 5/8 O.S . SHEATHINCs ON 2x12 R�FTERS 9� � g , OvER .B . . . . �-: �� dama es aris�n out of or in connect� , 9 9 VAPOR BARRIER AND I/2 GYPSUM BOQRD . . with the use or erformonce of th�s P ,4 I T Y T TH TTOM OF FT 5. . . . . . PPLtED D REG L O E BO R4 ER drawmg file and its delrvery med�a. - I ,4TT f .4T( ITN �TTIC . R 38C F BERGLASS B NSUL ON W ! _ 1 T . • VENTS AT EAvE AND RIDCsE LiNE. NS ,4LL . M �4T A VA YS BITHUTHENE ICE D,4M ME BRANE LL LLE R VISION DATE E ,a .a i --- ND E vE L NE. , 10/20/00 PERMIT SET ,, . -2 A, VAU TS - - R B RREL L R ' T,4N I ,4M 16 OZ. COPPER DOUBLE LOCK S D NG SE __ ,4 M M N ROOF OIIER BITHUTHENE W TERPROOF E BR4 E �� : N - AY /4 2x12 F MCs , . O 2 L ER5 I PLYWOOD ON RAM ��R .. . . . . . . . . � . . � . . � . . � . � . . . . . � . . . � � . . . . . . . . . . . . . . . . . .. . � : . . . . . . . . . . .. . . � . � . . � . . . . .. .. . . . . . . . . . ... . . . . . . . . . . . . . .. . .. . . . . .. . �. . . . :. �. . ... . .. .. ... . . . . . . .. . . . . . . . . . . . . . . � . . . . . . . . . �� . . . . . � . . m , MEMBERS AT lZ O.C. WITH R 38C FIBERGLASS - _ � , , � . : IN ATt YA A i AND I/2 CsYPStJM SUL ON, POR B RR ER : _ . ` . � BOA , . _ RD . . � . , _3 � �T _ ," . R L ROOF - �� . T I /�# ; FULLY'ADHERED EPDM lro(d MILS H GK) ON 3 ,.. _ . ` THI t Y TA 2 8 _ CK T G PL UIOOD ON PERED x8 LEEPERS : � , � _. OYER 3/4, TNICK TtG PLYlU00D ON 2XI2 FR4MINCs � � „ i M M AT 12 ITH V,4 OR ,4RRIER �4ND � E BERS O.C. Ul P B �► � _ T I/2 CsYPSUM B0�4RD. -ROOF STRIJCTURE O H�4vE - , _ v 1 A , ,.. ' I A I �d►TI N fN C S R 38G F BE�SL 85 NStJL O O D SP E - � , . _ - , ,_ , OF 2Xi2 a TICsHT T0 GY UM BOARD CEILINCs. PROJECT NUMBER. 9t3L r . PS .0 ,. . , _. . �._ _ �..�.. �,, . . , __ , ; . >, . I�.l , , ,RAWN BY. , � - : _. , . � ,; __. _ ;, N, ,. � , � , , E _.. , ' . { , _. , < , _. {_. , ., ; ,_ . , , � _ , � . � , �� ,� _ a t � , �C ..� ED�_ ,Y. ' : h� �. . . ,, F .. , �- � ,�. .� , , � , ,.,� � � ,{ . �� , .�.� � ,, _. FIREPLACE SCHEDULE ,. _ _ _- , i,; �, 4.m. � ,,, �., _. �._..._.�F_�.._ .:, �, --.. , �, . , _ . ..� ,. �: . � DESCRIPTION. < . , I �T - :...: . ; ,. NO. 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J: ., .: MODEL 36Dv XL Cs.45 FIREPLACE MAIINFATURED BY BUILDING SECTIC� , .. � � .. � . � . � . .. . � . . � . . � � . �. .. � . . , ... . . . . .. . . . . . .. . . . . . :... � :. . . � . � . � . . . � . . . . . . . . . .. . . . . . . . .. �. . . .. . � . � . � .� �� . . . .. .� � . . . � . � .. � . . � . .. :__..� �� i _ FI 1 H) T REPLAGE XTRORDINAIR,K RKLAND, WAS NG ON. , � 3 a � _ s, NO. 5 EXTER OR DECK , ` : _ _ • M � T 1 T T A Ft A ODEL m00 RJXL8/XLT D REC VEN G S REPL GE . . : - MANtJFA TLJ Y H AT-N-G O AKEvILL MINNESOTA. - G RED B E L .L �. � � .r. . . �, � �. . . . . . . . . . . . . . . . . � .. . . . . ... . � . . � � . . � . . � . � � � � . . . . . . . .. . . . . . . . . . . . . . . � : � .... . - � � .. ��:. �� .. . . r,. : �: � � � . � . . . . . . . . . . . . . . � . . . . � . � . . . . .. . � .. � . . . . . . . . . . � � � . � � � � . �. . .. ;��. ..... . . . . . . . . . . . . . .. .. . . . . . . . . . . . � . . . � � � � . . � � �. . . . . � . � � . . �. . � . .. . . � . . . . . . . . .. . . . r�. . �:. . . . .. . . .. . . . . . .. . . . . . . . ... ..� � . . . . . . . . . . .. . . � , .. � � � � . . � � � .. . . . . . . . � . . . . . .. . . . . . . . . .. . . . . � . . . . . .... � . . . . � . . . . . .. . . . . � . . . . . � . . . . � . . . . . .. .S �.� ; REFERENCE : � • � NORTH ; �;�' � J� - _ LoFT � . . . . . . . . . � . . . . . e . 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TEMP.GLASv 22 23 24 2 26 2� 28 � 5 29 0 O 0 0 � 0 0 � � ' - , � ,4 M( ,4 1 UM UM G NSl1 ATf I , L L D L NC� W NDOWS , ` ' F < U� f l� �UJ �� l� MANIJ ACTURED BY. � � � � , - - 1 . „ , „ _ _ _ EAGLE U1INDOUIB/DOORv SCA 1/� - i � 3 LE 0 , � .o ox im�2 , ,N P ..B j 3"15 ,4 t 97H t , E S S . . . _ , Th inf rm i n n in d in this drawin DLlBUQUE IOWA 52004 10�2 e o at o co to e g r . , • ; , . . f r nl n this � f�le �s mtended o use o Y o ; y _ . r ' n h riz re roduction or use o ect. U aut o ed p P 1 : � a . _ , ' i n rmitted. The : m other pro�ects s ot pe ' r . .. j ; m n li ili f r , . Mulhern Grou . 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DATE RE S 0 � � � , r \ , �� I _ . / \ � R T t 1 PE MIT SE a ❑ o 0,20,00 00 oa o0 00 0 : o ; 4" � - / 1 �.. ' / � IGN ° Tf ; � � . �E a ❑ o0 00 0o ao a � � � � , � - � .. ... .. q.. .. . . . � . . � . . . . . . . � . . . . .. . . . . . � . . - . . � . . . . . . . . . . .� .. . . .. ..�� . . . . . .. . . . .. . . . . � . . . . . . . . .. . � � .. .. . . .. . . � . .. . . � . . � � � . . � .. . . � . . '� �. . . . .� . . .� .. . � .. .� � . � . . . � . � . .. � . .. . . . � � � �. . �. . � . . � . .. . ... . . . .. . . . .. . . . � . . . . . . ��. . . . . . . .. � : . FIN . FLR (�! � G 5 �4C _ ; R4lUL P E r. - I � ; . . . 12 3 ' 1 6 1 8 9 lm 11 13 1 l�o 2 5 1� 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , . � _� _ _ � o �. � �o B LD LD WD. I F 8 B OLD WD. , STEEL F,ACED INSU : ,4 . 4 PANEL . . . , U1D. lGLr4D) , . , L WD. 8 PA,NEL POCKET DOOR UJD. S PANEL U1D. 8 P NEL UJD . WD., lGLAD) WD. IGLAD) ' tEMP. CsLASS ST 7 AN ` •4 A �� ,� • EEL. 57EEL IUIOOD vENEER), 5 EEL CUJOOD vENEER), 8 A t i G 8 P EL P NEL i tE PERED � PANEL � P NEL. PAIN , SOLID CORE. WD.,B PANEL SOLID GORE SULID GORE SOL D ORE PM 1 7EMPERED tEMPERED SHOUIER DOOR INSU ,4T � � H H L ED INSULATED, UPW�4RD JNSUL�4TED, UPWARD OLLOW GORE OLLOUJ CORE HOLLOUI CORE SEAL THRESHOLD 1 al T < P,41NT PA(N7 , . INSUL.�sL�4SS INSUL.Gz ASS . , P�4tNT < SOL D GORE P N t L INUL. C�LASS ACCESS HATCH ACTINCs BEGtIONAL AGtINCs SECTION,4L . �� ,, „ �� ` PROJECT NUMBER. 98043 t / THIC PAINT P,41NT _ � � „ P,41Nt 3 �F TNICK 2P> MIN.FRAME. P�4INt, ' 1 3/4 THICK i 3/8 t�-IICK I 3/8 K NSW NG MSLUING 1Nr-.�U11NCs AINT �� P i TEMPERED INSUL. 1 TEMPERED INSUL. �� - �� .' „ �� , 13/8 THICK 13/8 tHICK �� tHl t 1 /� tNf K 1 3/d TI-IICK l 3/4 TNIGK 1 3/8 GK . CL05ER 3 C i 3/4 TNtGK W AB ; � „ 3 GLASS, St,41N CsL,4SS, St,4M' DRA N BY. _ g M�4NUF,4GtURED BY. ,4 3A) SMOKE SE L, C2 6 < , . � _ . KHH .4.4 CHECKED BY. 7HRESHOLD r✓- , O � ` � - �� !! 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F , �. � � . � 1 3/S ?NIGK ' 1 3/S tHIGIG , . .., _ . _�, .. . R � fi;..,-:, ,. r '� '� �a-�. � ,,,-. � �. . , ...,.�_ „ � , � , _ , . 3l5 E,AST 9TH STREET . : , � _ ; ,; a _ , , � � DUBUQUE, fOUTA 5200� 1012 , .,, � � : . , , , , , , m , , , : . ; _ : ,: , . ; : , i � � � , ! � �� ,, , � , , , . , ,; :: , , .. . , � . , ., : ;: • , . , , : ,, ; � , ; , � _ ; �� _ � �� ,.. S A - - - , ,� ; ; , REFERENCE ,� G LE 1/� 1 0 �, , ,. , � i : � ,, . . . , � , � NORTH �` . , < � , � � � ,i �. � � i f . , . , , , , , ,; : , ;,: , , : , . �: � , , ; i .., ;; ;: , ; , � � , , _ , , ,: , , � : �; �. � �. '� � . 9 � � � i , , ,.,, !• �, ,, ; , , ,,. . . ,, ,. . . ; , ; � ,. , . , ; , , :. . �; . .: �� , ; . „ , , „ ; , ,. , � . , ; , ,,i . , 1�. _ _ � ' � � . � � , , ` . � _ , - ��,,� , L �! ('� i � G N RAL N T CON REtE S AB — \J E� G. L � +�+� ' � � - ON CsRADE OR , COM AGt FI 1. Th en r I n t s a I to II tructural drowm s � f'� EO L.L ' ese g e a o e PP Y a s g and . . • .• , .�— :: . . . . . . '; . . . c i ns hich sh II e r , RE• F'LAN . . supptem��t the pro�ect spe i�cpt 4 w a b r�fer ed . . . ...��_ , , . . . . . . ; .. � . .� .. . . . to f r ad it a e ire ents. This r ect is esi n in , , ; o d ion I r qu m P 4J d 9 �d , ..,. . . . . . . . . . . ... . , .. t S A At ., SAUJ�U L B , accordance with the Uniform B4ilding Cpde 1997 Editiqn. (il . . , � ,. . ,.. � . . . , G tfONB NOt . 2. Live Load� Used in. desi n. 4 LO A ED . . + 9 � . , A. Roof sno . . . . . . . . . 80 sf not reduc d ON PL,4N5, WHILE _ , � w) P � � ) � _ . - . � 7 . � • . .. roof itch reater than 4.12 � CON R�tE 15 StILL' _ . ao P 9 � . . • . ARCHITECTURE PL4NNIN INTERIORS ,.t � IL 10Q sf not redu ed roof itch � pc � `C�RE N . ) P � . . 1L1 � . . les than 4.12 . HA s �r CORNER B R5 S LL . . � � , . . . . 0 . r rift rovisions of 1997 UBC A endix �3. o d PP . H I AN SPACI p . . MATC S ZE D � . . � : . � � . , . � . . . . . . -. . B. Floors. Resi �ntial . . . . 40 f . . , .. .. . . . . . ' , � d ) , P� . . . . . . OF ORIZ. U1,A,LL . . . .. . . . H . . , , . . . .. . - .: : . . . . . . . . - . . . . A _ PLr41�t YI�t�1 , C Balconies & Decks . . 1�5 sf . , • .. . . . . . . � � ) P . . ..��.� . .. . . . r . . . . . . .. . . ....� , .� . . � !-'. f�i� . . . . . � � . . . .. .. . . . . � . . . . . . . . . � . . � . � . � . . . . . . . . � . . . �',.. . . . . . R�N B — — — — � 9 • • . . . . . C. Wind: Basic �nd S eed . . . 8p m h �— — — — � P P — — — � , _ , � -.�- � - — — . Ex sure . . . . . . B �� (�� (�� . . o �,— _�— = SION St�LICE � P , .I _ _I i . L CL,4S8 B tEN I . „ • . 3. Concrete. �_ � . . II �� _ . 1 MAX. , ST M • EEL BE A . • _ A. Concrete has been desi ne and shall be const�u�ted� ; .. . _ 9 d .. RE: PLAN , . , . . �`+ m a cordance with the Am rican Cs�ncrete Institu e . . �r � t ' . A �, . . . . . . . . . . � � . . . . . . . . . •� . � .. . . . � . . . .. riN . . . . . . . . . . . �. .�� . � �. � w .. .. . . . . � RE. PLAN RE PL Buildm Co e. Re wrement Remfarced Concrete 7 BLAK STREET SUITE 435 , _ 9 d . q s, 1 30 E : " . . ,. . . . . . . . . . . . . . AN _ _ . . . . R� P�. A.C. . 31 5 and A.C.L 301 96 S ecificatio s for . I 8 . . . . n , . � ( ) ( P NV R 80202 . . t.O.U1. __ ) E E COLORADO � t.OF. . . . . ^ C� . ' ,,, . . . . �_ u . . » . .�, _ . . . , . .. _ . . . , 2 0 . . . . . r I cr for i . ion 1.3 St u tu a C n ete Bu in s Sect /� . . . . ' r o d : /r� I , . � 1 . . . � T 9 . . . . T.O. 5 EEL 4 F 3 92 601 . . . . �03 297 333 AD( 30 � 2 . .. 3 . �1�1 .. . . . . . ,, 1 '� . G I �4 G C� e . „ . . . . ; T�' . S ,1.� C Nt O JO�IN1' CG.�.� T fi� �l�iz i� �l i� . . . . . . . . . _ � � � 4/ � ir 4/ � . Inspection of A.C.L 318 �5 is deleted m its entirety, . _ . ., .. . �' ;� . : . , . . ,� �. , , u i u . . , . t ■ ■ ■ -. ■ ■ ■ • ■ �� : _ . .. . : . � see Field 0 servations a►�a ra h of these eneral 1� w ,� =1 -0 �/4 1 0 . . cr► . k� . P 9 P 9 , 3/4 , _ . . .. . . .� 5�.� _ . note . All ` oncrete shall e of st ne a re ote nless ' S�.� , S � o � u � GONC t S A � 99 9 RE E L L — .� ., � . : . . - . � � .. -r .. = noted other ise. Minimum 28-da com ressrve stren th , � . - : w Y P 9 N O . O C�RaDE R I � . — . �� : . . - . shall e ollow. . 1 m . b as f _ _ .. u . um . ► r . � r � � � i . r . � � ,�N AN AILS GOMPAGtED FILL i�E PL D DE _ � i � � i � �\ /0 . . . 1 I b on r de . . . . . . 3 00 si � / � , .. . Sa a , . A � I . �� ) 9 P v RD � T- .. ... i � 0 0 i . a C� � NF. i . � F ONT. UJA N i PL,4N OR G LL RE _ .- St . . . W/ RE. I II . . . . z L RNG f�' . `l � _ 4 � .o v� �i : .. . 2 All oth r concrete . . . . 3400 si � � . • �Y � . �� ) � � P � �, e � .. : .. . .. ... . . ... _ , . � �� u � IST m s . . . . . 3 ( NJ i . . . . . �m � �' . � . �. . .. MI �a� �x� N.a.s. cast . �, 9 . . „ � B. Reinf rcin i to be new billet steel A.S.T.M. A615 � • � . . . . . . . . �� . A g � , . P � B AK BOND . . . , � . . . . . . . • • . . . Z n . w, m ' n 3 . . , w � _ � . . . • . . . . t. _ , � /8 .. . . . . . . . . JN PLAC AND l2 5 .. . . . . . . . , . 2 ? . � rade 60 e ce t bars to e bent r welded m t field y , . . . . .. 9 � � p b 4� h� . . . . .. . , 4 0 _ . . . . _ . . . . At J OINt . � �_ � . . � �� : . _ . . . m . - � _ . . . . . . . . . .. . . N . . _ TH A 57 I sh li r 4 . Pr vi r r r mat h I . - � x 1 6 SMOOtH , . . . . . . , . RE D D UQ a be a e 0 o d co ne ba s to c al _ oc s . . . . . , . .. � 9 d � • _ . . .. � , . . � . . , • . � � �. cv .. . . . . . . _;�� o A u . . . _ . O �� e _. . honzontal remforcm m ca t in I ce walls. Pro de o 5 _ DOWE S at 2�4 0. . . SLOttED BEAM NOLES , 9 � P q vi _ L : . : . ._ �T .�_ . . . . . . � � . . . RE. P N _ �� . . ' L�# . _ _ . � I . , � • . , 0 5 ar n I si f all o ern m , � BREAK BOND . �� . . n t less than 2 ou d a I des o n s . y .. . . � _ . . . . # P 9 , .-,m � � . . . , . .. . �� . (2a 5 x 2 � . . s O.. . . . . . , �� . � m . . . . . . . . . 5 6 . -. . _ p � m � � . . 1 . � . � CI) SIDE OF DQUJEL . ,. . . . . . �. t.OF. con�rete and extend 2 0 ast ed es of o enin �. No � a . O . , , � .,. P 9. P � ,d �. �o ti. � � . . . . . . , , , , NA� : . .. , . _ .. . , a a� P� . . . . . . . . _ . �� m � . . . . . . . . s lices of reinforcement ar ermitted exce t as detailed F,, fi e�a � Ctl''PJ . . . • . P � P P , F'` � . .. . . . . : . . . ; �- O � . , rJ � � .: �.. . . �.. . . . . . . j � . . . . . . . .. � . . . . . . . . .: . . � ... . . . . .. . .. . � . • . . �� . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . _ or r S ruc ural n in . < Where er �r �,OL � . . • . �.. . , autho rzed by t t E g eet' P rrlitted, r� O �. . . ; . , , , , P// Oo , : : . . . _. . . /t U\ � . . ammum .. . • . . : . use ontact la s lices 40 bar diameters minimu . � . GO ER BARS SH,4LL .. . :.. . � . . . . . ... : � P P , m . RN . �► . . ' P ' f i.f m n : v i olst r ' .. . .. � . �; � .° C. laci o R n orce e t ro ide cha rs b e .... . . . ., . . r► Q P , s� . . ... . . � AN ,4G1 9 . . .,._ c. . Mat�N SIZE D �P NCa , , . . . : � .. , . : . . . . . . . . addi i nal re nforcement a d accessdnes necessar to . .... . , . . ; . . . . to f , n . , . . , . . : . . • �. . Y . . . . . . . . o� �a��.�R NoR�z. . . . . . � • -� su ort remforcement at sifion shown on drawi s. ' — — -- .� ., .. < PR P4 ng � � . . NF. A .. . . . ; _ — T _ . UJAL�- R�I B Ra � . : Su ort of reinforcement or� form ies wood, brick or - — — . . . PR � , , �� — — i . _ — �I • II , . - other unacc table material wiil nat be ermitted. . � . 4P. � P , —I I I . a��rF�,at�. �,_ . . � . . _ . . . . . , ,; . _ A S TENSIO SPLI�E D. The followin minimum con rete co er over reinfor m _ L CL fi B M 9 . 4 v � 9 vt M<INUF. . PRO OE PRE . . • • � • . : . shall be royided unless`de ailed otherwise. , P � , ra Y o - . ME L, KE ED � LD • 1 i , Concrete cast a a nst and ermanentl `ex o ed _ � ) 9 P Y P $ Nt t ( . JOI 5 R P to ear h . . . . . . . . . . . . . . . . 3 in. . # . t *' t tA t A t � A , � /� 2 C cre e ex osed to art or weather on , � /� t e p h � . � ) P 1 �I�t 1 I f�i 1 � . f�1� ti./ 1 f�k� . � 2 t1' . S ,� G 1�lSt�U tIC?1�1 JDll�t � �1'P. IN��Ct101�1 �Ii�l�O�G�NC� t1''P. �OQ C� � �fi' D� IL. f' �3� �O � 17�t �. Ir � � V � � a. #6 bars and lar9er . . 2 m, I . . �� n ` �r � u • • • • • ' . �� : : _ 3/ �+ : - _ , , �� + , _ „ 3/4 1 0 4 I 0 b. 5 bars and sma ler . . . . . 1 1 � 4 =1 - 3/� 1 0 3/ m A 1 o.c. # I . f ��• GONt. RIM BO RD 2xG� at 6 , . � � �7�.� S� � �7 � , 5�.� 3 Concre not ex osed to eartM or weather. . 4 in. � � ) �e P �� BY JQISt SUPPLIEP2 , STUD UJ�4LL 4. Steel: _ �� t i A T A D' � f+�" RA � • " ` • • A. Stru ural st el mcludm c i an les lates or ��' �t s , ast n g � P ; t. RIM BO RD 9 2xro dt 16 .c. GON A . . . � 3 u , _ ' / � 'Q a t.� Cs. PLYUJOOQ SHE�4�'NINCx 15t SUP LIER other sect�or�s shall be det�aded and erected in � . StU U1,4 PY JO . . . � D LI- f. , t h A I acc dance i h t e men an nstitute<of Steel T' NG. or w c �� T I L . WT. CO T. WT GONG. OPFP NCs n , . , . . . . ,; L . W7. CONG. TOPPINCs Co truction A.I.S.0 S ecificationS and Code of �i ,� tOPPINCx ON LT. � � ) P �� A A t . . Sta ard Pr ctice. Minimu ield tren th 35 ks f r ? z P RA ED I�E. ARCH. �� . ARCN, nd 4 m y � 9 i a � RE . i A.f°.,4�.EXT. � i e 46 ksi for tubes 54 ksi for all others. � ` fiHEATHIN P P �. . 4 R4tE SNEA,tNINCx 3 � , • . ; 1� i B. Conn ctions. t.t Cs. PL OD � 4 Y� . . / . , 2x S I B OGKINCs W . C.�L D L A H. G RE 6? 1 e st ndard framed m onne tion m Us ea c c s e in , q b e � � ) � . 9 � � �� . � . ,� . . . • _ �A , . . . . . C3) 1 Nt N0 S . . � . . .. R� PLAN YE LE r n f M i . ... .. . • RE. PL.AN . . . , requi erne ts o anNal of Skee Constructiqn ,. . � _ • : . . . , , , , ,, . -.- r . . . , � . . CMA AT O . . . ) LOC, E H LE RE AF�GH. . �, inth dition. Use 3 4 diarrieter mmimum .A 07 b Its .. �- _ N � � � o ''r T.O. PLYWi�. t.Q, PL UJt?. � 4° OM TO O� • !, �R P or welded e uivalent . ;_ , � q � . K • • • • • T� , BL 2 Mmim m welds er A. . if u .S�. S �c ication not less - , . �'r � ) P P � � v1 .. . . . than 3 16 fdlet con in ou usm 7 X t u s E 0 X � . � � , 9 . _ , . . . I J ISt �� ? _ � nle s M�4XJ electrodes, u s not�ed otherwise. Weldin of 3 6 ( g � ; _ r bar nchors to an r II e es o lates sha be o s to a n � " 91 P d � � . . i _ s�. develo 1.5 times th i Id s ren th of th � e e � R Y t 9 CtY .) ` t AT LEDC�sE.R P • • a �1 2 RE ER � � _ reinfor�irhg bar. .:. J ISt „ � „ DECK O � , �� . " : ' , / i �x3 z AG SCREUJS at lU s 5/ APA R47ED 5. Wood. , _ �, �r . _ I JOISt � �� . � O .,4ND 1 d at � o.c. � �� o� � ' SH ATHINCs A. Fra m Lumber shall be D u las Fir Larch SIMP�AN HANCsER r� �l � m 9 o g / 12 t ERE • I� unl n e o h rwi e �a R4CsCs ss ot t e s � d � ) . V . AN ! RE F' . . � t2) 2x6 ONt. ,4t 6 P E � �- 1 : . . . . � Studs . . He F'ir St d Grade � m � � U , n ( AK A7 ,�t'1� . t t BRE BE � l 2 Joists . . . . . . 2 r e or better a l *�� d � ) # pp G . , � �1 ' v., I • � �� : � M� � �Y . � OQ � � � � MI - t�l f' l� � 1'� . � D �� I'�� . i� �--� f� �1� �`� 2x$�r �tRU�tUR4L , 2x12 FtE �3) Beams . . , . . . . #1 Grade E3eam & 5tnng�r M�1 , u � �� 4 R . , .• '. �� _ 4 Pos , . . . . . 1 i . ts . Gr de P st & Tmber �+ _ 3/4 I 0 SU Fr4S IA W/ � ) Q o 3/4 =i fd G C2X8 �4T R�DOF . # � ��. . KINCs S ; . r4 CN. , , � H�L.OG PA EL RE R OCKING PANEL N i B� � 511 �7�.� t 5 Wood Deck►n . . . Corrimercial Grade IN iQtED � ) 9 . Ft S AT S IM.) 1� RA R � , . . , , �3t 3W I R � 1' JO 1. E 8� �` B1' JQfST SUPP�IER �� _ �' . T.O. PLAtE B. Provide solid blockm betwQen oist� at all su or�s. 2x6 at 16 o.G. SIM N U528 9 1 PP ; PSO L . . . 15T S �1C � �i t ,�a � F � . . FI St JOIST 3 AC C. All od construction shall in nforman c R P � e c ce w tM h � � w b Q te � STU '4 t� LL 1' �� H,4� f 1'P.) 4U ER G � N � SIMP QN H2 At . . ,� n . � .5 at'�8 o.c. t�1NE JOI�TS . _ 1� : 4 t�.c. UJH JO 5t8 rowsi ns f The National i n eci i ti n „ dt 8 ERE I o o D�s � f ca o for P 9 P M ,� . .. „ Zx� at �� .�. t Q � E,4. i�4fi ER' � A t0 ALL AP�A RAtED aRE P RALL L lU t UJA � � Stre s' Grade Lumber and ► s Fastemn s. ARE ip,4R4LLE� S� Ll, s t_ . ; 9 q , . . . , , , S?UD UJ L l. SH ,4'�NINCs D. Glue la mat d beams shall mdu tnal rade c f rmin E m b o a 4 e � 9 n � 9 3 1 t f 1) x6 i�INCrt S UD ' . O IN 2 t, l,Ut.CONG F'P Es i � T m . . . , Dfi31 L CsUIDE NOl.E �. 4 , SIMt'�iCON A35 ,4T , , £�� _ _ to c mbination 24F V8 si le s a beams shall be 24F V4 Lt. . GONC. p t► n ) NG, t0 INCi wT � 9 P LT. U1'1', CO P'�' . AGN 51 OF B ,4M . , . �� . CN. � DE E i RE AR t I S tQ RIP-2x8 0U R CaCsE i 1R A. OCK AP,4 tED E L � RA � stren th'an stiffness re uirerr�ents. Shi membe�s to the . t0 INCx 0 9 d Q P . �4 CH. Pf� N RE R ('M IN.) . , . � AC � It O P PL R �� !. � SH ATNI � site a to e in manufac r r ote ive wra E �� ' nd s t Q s r ct rs, � s r � � ,a .,a. t. . «� i�d Nat�.s . M p �P .1�' E t Y 4 k t. C;. L D z P . . ,� � 4UO . 3 , '(2) 2M GONT. �t S ro _ O GUT R tir'E R4 E R � . � E P od we ist all f c r t.t . YWOD IMBER .V.L. OR Cs U L,4M b o s sh be as manu a tu ed b BAise a ,PL C? T � � Y�'Q 1 Y . ' N tHl E�. SIDE , R�4tE S E�A NC� � . . . Q AT IM) PL . Cas e or . Whit Ci r (N T Q At 5 . a C e t Ore on r a oved e iv Ient. Q RE t� � M . AN � d , , o u o . ,. , . �E�4 . 1�E PL P Y 9 PP q . . . . AN . . . . . . H. PL , . . .: I?� RE A�R� . � . . . . Su lier shall furnish sho dr win s showm all oist ... . . r , , AN PP P . Q 9 9 J �� . .. .. R�. L . . . P . . . . . . •: • . �i �� c / ,4 t xro 8i 16 o.c. brid in blo kin and misa ccesspries for rewe b GONt. RIM 80ARP . TA. PL'YWD. 1 2 AP R�4 ED 2x6 at l6 0 . � 9, c g a w y . A H. -� � . . . . 7.0. YWD. RE fRC i°L the 5tructural en meer n o fabncation.' The , : SH AtNINCz T D U1,ALL 9 p qr t � ., Y JOISt U LIER StUD UJALL � U . . B � PP � . . . , _ con r tor s al not cut r h rwise t ac I , n tch o �ot e modif ,th� . h n y e , , . . . ; (-J015T : iA1V �O C,� . oi t h h r f ; 1RE PL R RE D s wit ou t e w itten a nsent the structur I 1 � t P . Q . �! + _ enier. . 1^'f OF G�ANG S U S � �4U BEi� 't P 9 n F. Lami ated V eer Lumber sh manuf r h n all be s actu ed b t e n � , a y ' . IM ; . . : T �D CON R BO r� Bois asca e Cor . White t Ore on or a ro � G d � Ci . . ved M OUJ ,4 P Y 9 Pp U1 D N� DER , I ' ISt SUP L ER e uival t. �Y JO en P q a-r siM. _ it . C J 5 . . D� K O G Ton ue and roove Wood d ckm sMall be mstall ith . G � e w ' (tY .) 9 9 S� . t tREAtED L DGrt f� P RE. P�AN �OR 512E _ 2M 2 �. � . . I JOfat ° ton ues u Qn slo ed roof . It shpll be laid w�th �� i �� P P � ti m i C �iJS at 31M N HAI�tC�sER W x3 z L� 5 i�E P�iO / . 2 att rned fac s wn an h p �e e do d ex osed on t e unders de. , �� P � . , ,; , , -:� . AN t 6 o.c. . RE P�. 2� o.�. aND l�ad a Con rolled r ndom la shpll be Fovided wrth a ►'nmimum � �I . Y�P P , dist n s of two fieet betwe n n oint in n D d s ad ace t STt�ACZC;ERE . c e Q � l � , ` The in orm . . . . . . � /� t I f ation contained i t /� p his dr wm `. /� cour es. E course hal n il t r h n t� fp a � /� I s ach s 4e toe a ed h ou t e �+y /�+� I h 9 p � tA p 9 +}�y p �t�+ _ �� . . . . . . . , �� t � INCx �',� t`t''' . �'IM t1� � �: 1� � �' 8 �41"� UJ,� �G �" ��L/ I f�41 1'� -I`t'iM . �1` `�� 1 �� J.. � � file �s m ended for use onl on this � 1 I . � � I'``�l�i��`�5� �� I f�t�� I I I—. ��L/�� I`f''l�� ++r tonc�ue and face nazled witM one nail to each sup ort. . � � � � Q . ,, , , P , . ; � �� n �� u ro ect. Unauthorized re rqduGtion Pr. use „ , „ - - ., Use 16d nails for 2 nominal deckin and 40d to ail and P 1 P �� _ _ 3/4 -I 21 3/4 �1 0 9 � �1 . . . . . , _ _ /4 1 0 _ � „ �� . . n th r r (d i o e a ects is not errni ted.' The _ 3/4 I p J P t ��.� v�i�.� 60d fa e na for 3 and 4 i ck , . .. ; C I nom n I de in S r e c'J�.� i p k il _ 9 P S . . � . p Mulhern Grou � Ltd. assumefi no lia4ilit for , P Y cour t th r w h • • e o e it 8 - s ik s at 30 max. o.c. throu h , � s 8 � 9 9 ' nauthori ed re r O / WIN OW 00 / WIN OW u z oduction, cha es to or DDOR`/ IN OUJ 4 OR D L> R Q . . „ P , . p re �J P � . i . • • , re�drilled h fes in 3 and 4 m m�al k. p o o i , dec use of the infor tion cont m d he e�n. L },� ' ma a e f ` H A ADE� : EADER . . E DER H� . . � � � _ � H. The ve a 1 f . . . ! MAI ING r e d ameter o lo s has e�n indicated n he I I � PA��L �T�CaE L 4 4 p t The irtformation contained h r in as II II II I . � g � � � . . N . RE. PLANI i�E• PLfiY i�'E PLAN . . . . : � , „ . „ , � RE. 4N�PUL CtYP.) $ � dra m s. T ese sizes wer Qstabli�hed usin the - W 9 h R 9 provided on an as is bas�s. ` The Mulhern ; . . . i .. , , . . . , . . . . , �� ( follo in de i n values. � I a w Y AM Grou di clai s all warra t HI /VA E BE � � 9 s m n i s with re ard P Ll, � � � � � � � 9 p e � 9 2 6 L,4�TE 2x6 PLAtE , . . . . . 2x6 PLAT� � P 1. II Mem ers. to the d ta co tamed I I k a n in this drawin fi e M TI � 2x6 � � 9 . UL PL , ; � �b=900 si and to the erformance of I' II II II . � � � � � I � P P th� de ivery I ) II KI Cz STU S AS , . . . . . . . ' � N P _ , _ ed a i i d il I Fv 95 si m i nc u in a im ied w rranties of cn P : ' , � g p Q I �p • . R�QU RED R ; . = fitness. The Mulhem Grou d. assumes E 1100 ksi p, I�t I . . . Nt .. . FU StU COU , _ . , l. P o I ob i ation or li I s abi ities 1� n f r dama es � _ 9 P � Fc er . 25 si 9. � . � � ) � . . Ovl tICsN7 P P P . . P2 DE . P , � . cludm u t I n b t no �mited to 1 _ i onse uentia . c .. 9 � q S DC:E _ N ICA E I D � � , �c ara. 4 �� I I i I � � (p ) 2� S, . . . . I I P v� (6) 16d NAILS GN EK GUt . . dama es an m ut o ; SNUC�, E = 9 s ,g o of r in connection v OD P El� � �t 50o s� . f,�F PL . . . �4 F�{. P G _ . RE R r- . . . wit the us r e . h e o rformanc f this . . . � o �t . � R AT E x6 ( ) x R4 R lU 2 1 2 6 � ,r � . . . � � All I s use in a structur I i . . - � I d ca ac t must be r d d an � i I t,- .��'i ° � Q � � � � � ( � � � �` P 9 S# P Y 9 . , drawin file and its deliver media. . Ni i st �� sru � 9 Y �—du��l oP� �N� up � , ,:., R N�s marked b qn a roved r4di a �nc , conftsYmi . to th , . � Y PP 9 �t9 9 Y n9 � � � . 0 2 12 tER x RA � _ esta I hed tress rades f r stru ral � � c u members' n lo � � M�r� a t � r� I I � s �, g p � � � IN IGA � � 9 a � � � � Q � , ( ) x6 (�) 2x6 . stru tures. , �MBE BENE,4TI , 11) 2x6 ,� 2 � M . . . . • . . . . = 6. Foundatians A REVISIO � � , D TE N I ri i I i r rir� I t MM Ei� R E I I i I R �R �r� R YUJO� SHEAI��IMG 1. D F' . � �� ' A. The tructur shall be foun e on read footm s I ced _ _ s e d a U TO � � �P J P T S ,41�t P �O RA� E R P . . , �� on n turbed natural s il 2 0 ISSUED �'OR C N T. u s o or com acted fill witM p Q S � � t'Y' . GO�I �t101�►t f3) StU IfiION �'H,4N C3) df � p 4 / 0 I I I I I I I I I I I I � D D �aNp �o� . . / mawm m allowable"bearin ressur of 3000 sf. o IN ERM IA7E u 9 p e P T . . . , 8 TU ItION . D _ ; 1� C�l _ _ . • � • B. Refe t soil re ort 98 3 4 11 , date 16 8 re . ed 9 ,ar r 4 b . P # � � , � p P Y N NA i iNC� � � I M L I . I I II I � s��' . . M . : N . /� GH. Koe lin C n I m RE R h o $u t En meers, Denver Colorado for �her . � 9 9 � 4 ,4M U . . . NIP / AL EY BE . 5C t� LE Y 1, p� co . ert ent s ils informatio . T � ' , o n e contractor shall e _ P � h b .. � � � � � � � ( � � � .4 . . . T.D. tE < � � PL t PJ v � 'i" fuli versed with all as ect f the soil re ort ri r to a� Y P � 4 P P A _ .. ..� the r f constr c ' , Stq t o u tion. -v : a� _ '� ( • � • C . 2) 2x(o C Founda ion wal s ore desi a� k n�d to b� su orted to d . � 9 PP q� R � .�., . , - ` _ bottp b f or constructi n. W I r OT m o aI ae to e � TQ At I s . P PL � Y Q ►� b � I II II I o II ` i I . . . II Ii � � M SON 4-{ A , 0 51 P OYID �'ICsH E DER bac fill d until such floors ar m ace or ade ua e � Pi� E T, � � � PI q t , �� , , . �� 1m C IN.) G I cn c� M R PPLE : , , shonn is rovided. . SIGEUTABLE CH IG G T . . SNUC�, EE U . . ` , , ( 9 P , ( � � � ( � � � ) � � . . . . � � � � � St HE I HT. . u� a� �ID �x D. Reta in walls were desi n d sin the followin I . i� 9 9 � u g , va ues � �4NCsL� A1' RA�tER . 9 � -� . . v o x6 ,4t OT I - I , �k. E RW SE BU LD 1 ef. friction . . � H� c o . , . . . . . . . . o.a � � � � � � wA � O a f 00 � II I I �. II II a UP U11TN 2 �o PLATES 2 L teral earth ressure. . . . . . . . . . . . '! 2x12 RA�tER � � � ) � , P 50 p.c.f A ONT. YWOO , ' C PL D' 3 P ssiv ressure. , . . co P Q e . . . . . . . . . . 300 . .f. � � ) f� P � � . . _ I E. Cont aetor Md I refer to th �, chi ct and Soils e t SH M . r s r t , r ; � � e R o � P o , , � . , , „ HEDU , SC , NG � �IIN G � � . _ � SH A � o _ PL � � �T r n _ for onatinDaiaean �. � u d �d lob Sase Re uireme t . P � S . r a� � . � g q � N tZ4FTER P"AN 6 f� 44� � m � . ,a o �o ` : SE B VE R 7 F , ' . : � . ield Obs rv tions. SIMPSON L590) , � a �` . , � OPENIN . , o IA7 ItRMED ,4N �D E � , P E� ROJE T N � N � P UMBER. 20 116 .. N fTl A. The ontract r shall mform t Str ctural G Q . EN �O � ON5 � A hs u En ineer t z l �kTf 5H AtHING REM,4RK8 � 9 Q ,4PI='i�G � c i . � . . _ � n ' n ) N,41 IN _ NAI INCx CFIELD L _ L �# leas h rs r�or to ca ti a �oncret � tQ � � � 4$ 04. P � n. e so s �o , , o i�A�R �P,�l 8 � � �� 9 � , a , . pRAWN BY. R.B. 2x �It lro o.c allo s S r ct ral En m r _ ON 550� � w tM k u u e �he o orturnt to rsvi�w E f� �IMP� L 9 � PP Y , . v, • , T ) the l em o r m �� ' S WA (TY . t f e forcerne , D 1.L P ac en t a embedments. , .� s MM N I S 4� n n� i �� 1fd CO O NA I� P T.e c�. aPA tE� �� CHECK D BY 4.. � R,A . � . B.M. F 00 6 o.c. 10 o.c. L R�t B. Contpc Neu M�r & Gorman I a. 1-303-377-273 . ! v � I S NK� ` t a� , � � . - - CALT. Sd R NC: A� r i � o M . . , L S URD L 4?f� 2x f�LAtE � , , 8. Coordinat�on "; . . ESCR 'P . Q D I 1' �N . I . . � i ,at oo s� . . N 7 . T D R �''� A. A I r , O E I (rne sior�s on st uctura drowin s shall be che k d d � � � � � - , u° . . . . . . I , i � � 7 , a ai s arc tectural drawi A �� s and +i discre anci T 6TW ISE AP RA D G T.2x6 t i p es TYPI �E ABOVE �.ESS NO ED �1 , s � .c. GOMMON N I S � . 9 I� h . n9 Y P CAL D�TAI S & ;; U 4� '� q S 6 o.c. 12 o Sd ,� 1� . 4 W LL . - - _ shal b br ht to the - _ � 04� at en�ion Qf the architect 5UN LSSU210 H�1►N ER G C C D SI L PLAT� I � � _ ALtERNatE �IMP � , 1� . . � _ ,� s:, imm' d atel . Refer to mec ,v GEN AL NOT _ : _ . . anical electrical and � ES ._ � , , � � y n , R OPtION IS A SO ,+�CCEPtABLE i�0� tH� E o l� _ , . . . , archite tural drawin s for n __ _- ; � Q eni s not shown on - ` � > �� 9 P 9 � . . , . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . � .� .. . . .. . 6.;... . . ."."�FR. . . . . . . �. i NS. ONDit O � �� G APQ'R�t G� �� , r � AI � . � � 10 COMMON S � . 6 o.c. 12 o.c. d N, �. . stru�tu�ol raV�m s. : '� , , ROOFg _ d 9 � ^ . � _, . , � , �, _ , , , , � � i� j � , /20 OSU i �' RE s �x r� � B. _ � . , Sho d awin s shall be re ar b the fa r c . / � /I\ P �d b i ator < C I P P A ;, . , . , , �/� � .� / . � , Y _. 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'� ARCHIT CTURE PI1� N NG INTERIORS � NI 730 K ST EET SUITE 435 ' 1 BLA E R , V O ORA 80202 ' DEN Ef� C L Dp � .�a . . � . . . . . .. � . . .. . . . . . .. . . . .. . . . . . . . � . . . � . . � . � . . .. . . . � � � . . � � . . . � . . . � .. . .. . . . . . . . . . . � . � � . � . . . . . . . � . � . . � . � . . . � � . . . . . �. . .. � �'�. 303 297 3334 �AX 303 292 2601 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ; . ian ; ��u� ur►s �� l�p ��i /!9 � Rd �/ i �� 0 / � G � �/ •�\ � �mam i \ � o• o � / � e m� F ' �� . ISTE �. i , . �. � R G o . �c. . . �'•P F � � m a . . . . . . . . � . . .. . � . . . . � . . . . . . . . . .. . . . . .. . . . . . . .. . . . � � � .. . . �. . � .. . . . . . �� . .. � . .. . � . � � . � . . � . . � . � � . . . ^. P . �. . . . _ y � . _ �� ; , � - a �� _ . w . �„a � � � / . . 75 �. -- - --- -� 5 T -� ---• o� W �.. • • • '� : .� • .e � . • ., I r � I _.CP m ,. I ., �� I��, � � ry ?XS 'rJ't Gt�.{ �. ,. O� � l. RU RA _ .� .s ., ; + . a �2 .. � . {�"� _ o� . 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( AX.) CUN.O. ON i�'LAN) . . . . v, BoL � M T dama es arisin 'out of or in o ti POS ASE 9 9 c nnec on a� � - u • . , � wit the use or erFormanc h � of this C MBE IN70 CONC. 5 AB ON CsRADE FINISN i p � FINISN �R4DE GONGRET SLAB �INISH G�cR4DE E pED � C�R�4DE a t. � Cs. P'L�UJO D . . . . . � Q . drawin file and its delive media. PILAS ER) RE. AR�H. 9 '�' � ON Csi2,4D T � o � �� : _ - _ = 101 -@ _ _ � d ' tv tv _ �_ u c� • . . . ' . . 10 �� R� . PLAN R�. PL,4N . . .. . , . � a . ., ; . ,. . .. , t.0. PI,YWD. . , : . . • . . . . - - . . . . . .: � ... . . . .r . : . . . .. . � . . . . . . �� DATE REVISION : . . . . . . , — — •. . , �. �. . . . . � . . . . : . t .u.i. .. , . . . . t.o.�u. . I—I —I . . . . . . . . t.a.w. . A . . . � _ . .. . . . t . , : .: . . . I u � i . . , , . ' . . . , . . . , i — ... . . . ,, . .. z EXP. Jt. MAt L. � . ... . .. _ � - • .. . � _ _ . _ � . . . . . . . .. � � � . . . . 12 20 00 ISSUED FO C NST. � ,- _ _ . - T. . . 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PLYUIOOD TYPIGAL T,41 S : 58.3 DE L GKS CUNGOY R ) t F � , , PtT N C DE E ED 0(d PS E . E TRAN E Q T QUA 7 TI � , , . . RR LE SM T GTO OKE DE E R ' S . 0 �. , � _ . DECKS ICOVEfi.ED) 80 PSF ; ; �NCL. ENCL05URE R RISER , . 5 1 IG ON , M . � zri z e i EQ. G2UA EC+-��4N i C�4L E L . DIUS RAD RA � OSt TH . ,, ; �QUI . i r R DEP 48 : P �GZU PMEN OOF IN � RD. - R DR4 SOIL � '. �4 1-1 AY . j - i EAU. E G Ul RDUJD. REDWDOD ' , . .. . , . ,. . . DESICzN BUILD i . . . .•. ... . E.UJ.C. CT. U1aT GOOLER _ . . ELE ER REF. REFERENICE , .. ! ' ,,. . . T . , GONGRE E �..,. . ..,: f ; g i-I T � . �X . EXNAUS REFR REFRICsERATOR f , , ; , � � �XIST. EXISTINGz � , REG. REGISTER � � � , � � , PREGAST STONE M,4SONRY uNIT � . . 1 , x i , E P. X ANS ON i � P � I F INFO C ) RE N . RE R ECD � • i . . � ; �XPO. �XP09ED � �v. �visiont�s� �vis�o T . , �LEC �f C�4L , �j�;%� � , , XT ' 10 STONE vENEER � - E . EXTER R EQ. QUIRECD) R RE �CG1'////� , � ; ; , F ' . D. FLOOR DRAIN/F(RE DAMPER �. ROOF IGI IN9U ,4TION _ R D L F.E. FIR� EXTINCsUISNER DESIGN BIJI�D i RM. ROOM F F I T : .E.C. . E. C,4B NE O. ROUC�H O ENING R P , ATT INSU ATION F F O ICsNT OF AY B L F. FINISH LOOR` R .W. R W � , �: � . �i i � s. o � sawrt � , :C-� N 5 CaRADE R R UCs F.N.0 ' FI NOS CA IN T I ; . R E S E T 91 I NT T E R . RE L E LE STEEL OR IRON ; FIN. FINISH(�D) S 50UTI-1 � . ; F . ' F IN ' , l LOIUL E SC. SOLID GORE : WOO F MIN tCOT�ITINUOUS) � D RA C� FLR FLOORCIr1Cs) SCHED. -SGHEDULE(D) � ; ; F T LUOR FLUORESCEN S.D. STORM DR41Nl � � . , 00 OCKIN ( NT ITT NT� W D PL G ERM E � ' ; ° F 5 S CTIONI :� .O.G, F,4G OF CONG TE EC. E � RE � ; The information contained in t is d a ' i h r win F.OF. FAG OP FINISH SEL. 9ELEGT(ED)- 9 , � . . . , , f file is intended or use onl on this WOO FINISIT Y D ED ' P O F SFl QFT SQUA FOOT . , , , . .I"t. .4CE OF MA50NRY S . RE � � pro�ect. Unauthonzed reproduction or use ' ., F SHT S�-I T _ . . . , A.S. FACE OF STUDS . �E in,other r t is no r . . P o�ec s t pe m�tted. The ° YWOO PL D F.S. I . .. , FLOOR S I�IK Mulhern Grou Ltd. assumes no Jiabilit for . . P Y � . . � . unouthor zed r roduct�on c a ! F.T. FIRE TRE�4TED ; � ep , h nges to or - �. .::. . � f f �: f � ..... . � � �� s f ' ' ` • . . . . u e o the mformation contained herein � _ . FT. FEET .... .... .: ... . . . . .-. Cs7P5UM SOARD CSEGTION) �, ... ;.•..... The infarmat�on conta�ned herein as � . „ . ,� . rov�ded on an as-�s bas�s. The Mulh P ern Grou disclaims all warranties with re ard 7Y IGA A TITIDT�I P P LP R 9 ;� _..._.. _..._-----..��__._._.._......__...----___. .....,_ , . . , , _ � I � I •--------•- ---•------•�•- to the data contained �n th�s drawm file ..__._.___._._—_---- 9 ; . . . � I � � I �� . r � . . and to the erformance of the del�ver � � � � � / .: P Y , ,. -,.,- +f� • , CONG T MASOT�I Y UNIT : : _ . . . . . . ; , RE R . � media,. includin all im lied warranties of � . 9 P rt � ., . F . . . � s . fitness. The Mulhern Grou Ltd a s -- . � . s umes ! . � P t . . . . . . . • . . � �� : . t` � S . _ _ . no obli ations or liabilities for dama es TI A THI CT AN A 18 FO A A M T � , , L THE CONTRACTOR SHALL YERIFY ALL "I. GONTRAGTOR TO GNECK AND vERIFI' SIZE COMPLETION OF CONSTRUG ON RE WORK OF S PROJE D RE . R LL W LL OUN ED aND SEMI . . , . 9 9 . . . ,J . . . . . , , ,, a : � • . str 1 �ncludm , but `not limited to, conse uentiol , �XISTMC� CONDITIONS DIMENSIONS AND AND LOCATION OF PLUMBI�1Cs RUP1S AND PERFORMED SOLELY FOR THE PURPOSE INDIGATED AS OW�(ER FURNISHED, REGESSED MOUNTED EQl11PMENT . ., 9 9 � S , / . . . . , �� . dama es ar�sin out of or m connection A I A Q I NT WIT F A 15T1 I Q ALITY GONTROL AND CONTRAGTOR INSTALLED IOF.C.0 ACGE850RIES CABINETS NAN I S • 9 9 ; �LEvATIONSBEFORE PROCEEDINCs WITH ' MEGH N C L E U PME H O S5 NCs N U , . DRA L , T9.6 . 4 • � • . . „ i h t r r > P , w t he use o erfo mance of this � t p N IGA AN LiM IN ' MO ITO fNCs GONFORMANGE WITH THE MEGNANICAL/ELEGTRIGAL EQLIIPM �1T TC tHE WORK. MEG �4N L D PL B G N R � E , E . � . . . . . , , .. .»a7 � drawm file and �ts delive media. � ( P . 9 rY GONT GTO S BEFO E GONST CTW CONTR4GT Df2AWiI�CsS . THEY' DO NOT I F INT I FINISH MAT IA S AN f'ROVIDE �4ND INSTALL SOLID BLOCKINCs. • . R4 R R Rl1 C= 5. OR ER OR FR L D . � , � P . . _ � � a . . ,; 2. O T GTO 9�PE ORMANC F . ? D NOt SCALE DRAWIN�sS. W,4LLS FLOOR CEILIt�CsS GABINETS ' GUARANTEE GON RA R RF E GOLORS R� ER TO FINISI� AND COLOR . , , , , _ �,, : . i 3 . � L T A S T 5NA T GONSTRUED AS OT T BL QU� N B SE C. AN LL NO E 5CH DUL S. THE F AM SPREAD RATIHCs OCK'F E PME E D B E E L E � , , 19. THE GONTR4CTOR SHALL SAFECsUQRD TI-IE � . 3. ALL DIMENSIONS ARE TO FAGE OF STUDS . �' , , , OG SOOT � _ SUPERYISIO�! OF GOUSTRUGtION. OF INT�RIOR FINISH�S SNALL HOT EXGEED � t OWNE S PROP TY U ft�Cs BIGHO DATE REVISION , � R eR � R RN SUBDNISION F�4GE OF COUGRETE OR MASONRY THE" „ ,. G 4 . ; , T T (S - �� , , •p � � 8. CsENERAL CON RAG OR RESPON , '15 . FINISH MAT IA SHA ,� • . ER L LL BE , GONSTRLiGTION AND SHAL AG A Y 'g . F,4C A L REPL E N FIRST ADD . E OF FINIS�{ WI�ERE NOTED, ND . ITION ,, 51 FOR ,4LL WORK SNOWN ON TNES , � , BLE E APPROVED BY THE STATE FIRE MARSHAL J , � DAM.nG�o PROP�Rn- oF T�►� ow��R -ro �• 10/10/00 PERMIT SET CENTERLII�E OF COLUMNS LlNLESS NOT�D THE CONTRAGTOR SF�ALL PROVtDE .o � . � DRAWfNGS UNLE95 SPEGIFIGALLY 10. . � z . � ?� , OR BUfLDll�fs OFFICIAL WITH JURISDIGTION ORIGII�tA CO ITION O TT . . t ! OTI�ERWIS . L� L DIMENSIONS NOTED AS A . L ND R BE ER . . �+ E L COORDINATION BETUJE�N LL . sT 3a2� �' � NOTED OTH�RWISE. 3 4 / . �2 2 PR „ ,, PRIOR TO INSTALLATION. • I O/OO ICING SET G A H,4 TO FAG OF PINISH. S • w' , . F �L ,. LE R S LL SE � SUBCONTRAGTOR9 AND TRADE . , � F , '�/ .{�- ; � . � �P ; . * ; .�- . 8 44 t GT ` WII�ICsS S T T , � 9. tNE GON RA DRA REf'RE EN HE 16. TNE ARGHITEGT OR ENCsiNEER WILL NOT$E . , A II THE GONTRACTOR WARRANTS TO THE . 4. ,4LL CON°vTRUGTION SHALL GOMPLY WITH • . 301i �. . • : FIHfSf�ED BTRUGTt1RE. UNLESS OT+�ERWISE �" . - RESPONSIBLE FOR ANY ACTION TAKEN BY' • J s �. OUJN�R ,4ND 7HE ARCHITEGT?NAT aLL` . 9 , , TI-{E APPLICABLE EDITIOPl9 OF TNE CODES , �i .o SHOUlN tHEY DO NOt INDIGA7E TNE . J � , �� r , ANYONE ON TNE PROJEGT IF THAT PER50N C'! S i , MATERIALS AND EQUIPMENT,RtRNISHED AZi L15TED ABOVE IN PROJEGT DATA AND / ._. J , � e � ` METHOD OF CONSTRUGTION. TNE \ IS KNOUJ E C�EA OF ANY � . ' L D BL� . 0 IUILL BE NEW UNLESS OTHERWISE SPEGIFI�D OR .4PPLIG,4BLE Cs01/ERNING ORDINANGES . Q' : T SNA 5U VIS AN CO T C OR LL R E N R4 P� D O '�1� ; I I I Tl' 1 � 13 , D SGREPANG ES OMISSION9 OR AMB GIJI . F � AND THAT ,4LL BE OF CsOOD QUALITY FREE � UNLESS NOT�D OTHERIUISE. IT 51-{ALL BE . , DIRECT TNE WORK AND HE SHALL 8E . -�� . . . � IN TN� DR4WINCsS OR SPEGIFICATIONS.UNTIL 0 FROM FAl1l.TS AND DEFEGTS. , ,a . , Ta-{E RESPON5IBILITY OF ANYONE �Q SOLELY RESPOPISIBLE FOR ,4LL • ; TH A GNIT GT O CsIN HAS E � • E R E R EN EER 8, EN . J , � 11 � ; i . SUPPLYINCs LABOR OR MAt�RIAl.S OR F .. . GONSTRUGTION ME�4NS i`1ETHODS � , . , TIFI A T TN . : NO ED N S CORREC ED E s �' . SI , � . T SNA TH SPONSIB,ILfTY OF TNE . s8 A '� BOTH TO BRINGs TO THE ATTEPITION OF THE 12. I LL BE E R� . / . TECHNIQUES SEQUENGES AND 7► . , D15CREPANGY OR MORE GLEARLY 12 1� : 6' '� . . J . COI�IT CTO TO OGATE ALL EXISTINCs ARGHIt GT ANY 19CREPANGY OR R4 R L . . , E D � i PROC�DURES. OBSERVATION VISITS TO '� ' '�J ; ' HXPLAINED TNE INTENT OF TNE GONTRAGT' �A30 �a76 • i F�1 SHOWrI N�REON OR 1�107 , / �' , COhIFLIGT OF TI-4E CODES AND THE UT LITIES Wf-FET ER J TI-{E SITE BY FIELD REP'RESENTATIVES OF . a J , DOGUMENTS. . . d J AND TO PROTEGT THEM FROM D,4MACsE. . . , . ,4 COh1TR4Gt DOGUMENTS, s, � et TH� �4RGI-IITECT AND HI5 ENCsINEERS SNALL . , � . ; . .� . . . � � .. � . . . . . . . . . . . � . . � . � � . . . . �� f. . � .. . . . . . . � . . . . � �� . � . . .� . . . . . . . . . . . . . . .. . . . �,�. TNE GONTRAGTOR 51-�ALL BEAR ALL .. / 9 � I F�4 . NOT It�GLUDE IN9P�CT ONS OF T E • . J O AC M NT I � XPENSES OF' PAIR R REPL E E N � � RE . 5. REFEREI�G�_TO ANY DETAIL OR DRAWINCs IZ. CONTRAGTOR SHALL NOT BRE�4K SETS. ' PROTEGTIYE M�A5URE9 OR TNE i . . �' TION ITN THE EXECUTION OF THI9' • : CONJUNG W TN CONT T OGUM T5 A , � ,,� ; • 15 FOR COf�IVENIENGE OPlLY AND DOES' 9T UCTION OC U S Q I � �G D � � PRO�ECT NUMBER. , GON R PR ED RE RE li RED � .. a .►� 98043 � wo�c ; .r ` PIOT LIMIT THE APPLICATION OF SUCN COMPLEMENTARY SO TNAT WHAT IS' � . a . FOR S,4M�, WI-�IGI-4 aR� THE SOLE , s � . . .� ,- ' !. � , DET,41 O IUINCsS. I ANY 5NA A� , � DRAWN BY. L R DR4 5 Ot�SIBI ITY OF TH CONT CTO REQU RED BY ONE LL BE JDM KHH RE P L E RA R , ,9q40 . . A L BE S ON51B E ' 13. THE CONTRACTOR 5N L RE P L BMDINC� AS fF REQUIRED B'f ALL. ITEMS � ,� ANY-SUPPORt SERVICES PERFORMED BY , I� : . t , , � . , CHECKED BY. , i i ; FO CO INATINCs N S WO W TH R ORD RK OF A M CH,4NICA O GTRIG,4L 2 MGM THE ARC�{ITECT AND F��S ENCsINEERS E L R ELE . 6. DISGREP�NCIES IN TI-IE DRAWIM1(CsS OR , J i �QUIPM�NT SUPPLIEI� BY TNE OWNER .o DURIt�tCs GONSTRUGTION SHALL BE N�4TURE MAY I�IOT NEGESSARILY APPEAR y T I . �• • ., BE IUEEN THE DR4WNCs5 AND .4GTU,4L . DESCRIPTION. COVER SHEET I F M I ON THE ARGNI7EGTURAL DRAIUINCsS. ALL : D15TINGU SH�D RO CONT NUOUS ,4ND J . � FIELD GONDITIONS SI-IALL BE , 3 � I M F QUIPMENT O $78TEM5 TRADES INGLl1DIPlCs BUT NOT .9 . DETAILED 1NSPEGTION SERvICES UJNIGN 14. GERTA N ITE S O � R , / � B , _ REPORTED TO THE ARCHITEGT. It' . ;; -� FU ISNINCsS WI FURI�l15NED AND NECESSARILY LIMfTED T0 MECI-fANIGAL , - • J _ r; u . AR� PURNISH�D BY OTHERS. TH�SE' RN LL SE Cp � • -_.. . .. ... :. :.... :_ � ,.: . $ � ._..: RREGTED DRAW NCsS OR . C. �. .. _. ,. G � , . � , II�STALLED BY T�IE OWNER AND`ARE PLUPIBII�Cs AND ELEGTRIGAL'SHALL ' . . . ,. SUPPORT SERvIGES'PERFORMED BY THE . � II�IST UGTi01�15 S�IA ISSU Y TI-1 'g' ' :, R LL BE �D B E . . .� . ; TH IT 5 I GOORDINATE TNEIR WORK WIT�-! THE OTNER .. . � ... ; ARGHITEGT A�ID NIS ENC�(NEERS, WHETI�ER INDIGATED 'A5 N.I.G., O ER EM W LL BE ,s ARGHITEG7 PRIOR TO GOMMENCEMENT �CINITY�1AAP N.T.�„ . • . ,� : �. � � 9 , FO TRADES. . �._, ,. ;_�. IA O A FURNI51-4ED SY TI-{E OWNER R , OF MATER L R WORK. ND WN�THER d J ,, : _ � .f . . . �. OF SAID WORK. . . 1 .. -. �, 10 TO U INCs AF? IhISTALLATiON BY TNE GONTRAGTOR AS " . - PERPORMED PR R . D R OR ER ,��. LN ' h ■ ' t REFERENCE NO TH ; : R ��;�nl_S - , � ; �` . '; 4 i � ; � I�� I�� F T I-1 T.Wt CONC 5 W/UlA � CEDAR SHIhIUI.�S l LdP EL BETUIE�N /2 L R�TE I.�Q 7ER �tiT � � i �, , N AT i INCs GAS COIJR�ESI E P P �N ED , 1 i I ; . . . q . . . . . � . . . . . . . . . . . . . . . 11 . . . . M tl p� . . . . . . . . ��. .. . . . . . . . . . . . . . .. � 1� 1 . � � . . . . . . . . . . . . . 0 . . . . � � J� �-� n � i I� t W t I 3 4 .�.8. RD LOOR A SN E ER ELD � � � � 8 � , _ '; . . �� IT T RE P NNING lNTERIORS 3/4 C X BAtT INSULAtION 1� ARCH EC U LA , � D PLYWOOD . � , _ � �� 41 _ . p �' � Q.0 SO I UIOOD JOIST . ; 2 X Z X 3m BLOCKII�bC's f� L D UlEB ,RE �. . . . . � . . . � . . . . . . . . . � . � . . . . � . . . � . . . . . . . . . . . � . . . .� � � U � . . . . � . . . . . . . . . . . . . . . .; D I/2 GY . • C IC t(LE � 5T t11 P BD �RAM RLJC RAL , _ : _ - „ , TI o YAPOR BARRIER t/2 CEMENTI OUS 8,4CKER = > � .� , FIN.FLR a BD. i 2X4 AT P FU I � . L RR NCs r1Eh'I �� 0 0 0 RE. AN . '. PL � , a �� „ o T 1/2 t �� OU �ROh1 CONGi�tE , . lll ! AI.L _ - �� , � , . . i/2 WATER RESISTANT GY . � P cn � �� i � _ 2 I (D N ATI , g R Cx I StJL �l(R i0) , o . � �' D BD. BAtHR,04MS UIT `4 , 1730 BLAKE'STREET S E 35 s� � COL RADO 80 02 i, D DENVER 0 2 u ; 8 POUNDATI CONG T . ON RE E 9 FAX 303 292 2 O1 — � �OLJN Atl W - : ; 303 2 7 3334 6 D ON Al.L RE o . . �� /2 Y . . . 1 G P BD ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ . ; . ■ . 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EL.831556 . . . . ,. . . '� , . . . � . . . , . . . , . . . . . . . . . . '� . ` . . . . 836�i.2 83�5,b . EL . . I . EL. . V� . . . . . . I . 83�.� I . . _._ __.- - � � �- - . � � � _ _ , . . . -. � ._ , ,� _J. . . . . . . � . .. . . . . . . _ . , . . . . . . . � , . ❑ . . . . � . , _ . fl . I a . . . . �� . . � Z � � . �-- - ---- - - . ., 1 �w saN. . . ....-- .. O . �tUPR � : . .. -. ; . . . . MAtCN ItJ� • . . lT� . , . ; L . � : . , . . . i . . . � . . I . . ___. . . : I �., . �..s3�:�a : � , � � . ., � � .: : : I - , �a. . . . i : . � _, �. .. . , . , .. : . o : .: : . , . . . � . . . . � . � . � M.N.INY 8 5 1 . . . ,... , . . . 8 NEW .EL. 3 '13 � < . .... . . , . . 'C� , . . r . I .. . . . . . i . . 3 . . . i , . . . . : � � . i Y .. . . . . . . . t � . . . . . . .. . �6 . �1..8315.4 , . . • 6 . . � -- � . __ � � . F- . � . . . 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I . �,`° N : : ' p ca�c,cwv� to xc� �e s�.o� . . . ... w ... 1 . _�� . . � .� _ . . . M, . _ . . ► ; , . . . . .. . �. � : « .. . / . . - .. r .. �° .. : , r . . . . a '0 8 o FOR 10 . , l�4�) . . u . • I . �G 1 •-. �,„�. . ��.� , . r . � . . . . � �. . . . . � _: . . . 5 7 . �.._ . 3 �, , . �. _____}-�.� . , � .,. ... . . . _. . . �:. . i .. �...�..�..V�..____ . . . . . :.... . k - . M ., . . . � � .:.. � y . � _. ... . .&3 8 . , . , . EL . . . . . •.. ., : . . 5 . , I . . . . . . � W . . . . . �. .�� .. ... .._ . ., .. ..� . . . . . . . . . . . . . .. � . . . . . :,. , .. �. .•. �. . .. .�. . . ; . . T . . _ . 8 A . I . . ONE UlAL.KW Y .. .... ... . : . � ` E1.8315 . ... / . : -: . . . . . . . , . .. . . . . El..83643 . . . . I . . I . 839 . . . . . r . . . . . . � . L58 . _ . . � . . Th �nf � c ntd�n n th�s r wi . . . . . . e ormat on o ed d a n � 9 , ...... _. . . • •... : • . I . , . . . � . . . . . : .. . � . .. / . . . . . � . . . . . . . . , , ,.� . . . . ; .. . . . , � . . . . . . . � nl � . . f I �s mtended for u e o on th s . . �e s . . . . . Y . . . . _ J . . . . 1 . / L_._ _ ` / , . 2R � cQ UP ., _ -• . �� . . . , . . � . . . . . . . � � � I . tIr1U0�.5 . --� ,. �. . Tfe£NGEI . , . . . . . . 4 1,4. . . D i� G' . . 1FD . . . ho i r duc i n o ; .. . , ro ect Unaut r zed re o t o r use . . �. . • . . . . . . . . �._ . . �'. . . . . . . . � . . P 1 P , . . . . . --1-�- . . . , . LI .i . . . . . , . . . P � . . . . . � . . IN . . . . . . . DRA COI�IEGT t0 . , . . ' � . . .. . I. TE IN . . . . / . i'ER� R DRA PIPE m her r ects is not erm�tted. The ' . � ., • . . i . t.. , . . , . ot P oJ P . . . . . . . �. . . i R . . . .. . � . . . 8 �; / . . . . � . . . . � . . . � . . � . I M f'�R hIETER DRA . . . i . ,. . . . .� . . r r d. as mes no I�o ilit f 'Mulhe n G ou Lt su b r . 3 0 . . . . . . , . . Y � . . . . � . . P 83 . . . El.. I . � :836�.2 . . . . L . . � . E 6 / . . I . t i . . / . _ . . l � . . ' . cA . , . . ., ; . . t r i ch es t r . � . unau ho rzed re roduct on an o 0 . . . � �. _ �. . . 1 �. . I P . . . . EL.8315�b �. 838b.D�, . .. . . . , , 9 , . . . W . . . . . . . . . � . . , / . . . . l � ., . ST . . .. / . �. . . , � . . . . use of the information conta�ned herein. ' u . : . STONE PATIO BELOIV . . . , . � , �1..83141 . _ , � CS . : _ .. . -. �• . . , , , . , . . . . . 4 CONG . . � . . .. . . . . R�7E NMt ' . P . . / .a� . . .. . . T inf r c nt m herem s . /-- �--- . PORCH . . he o motion o a ed a . . ` . . . . . . I . I . . . 8 W . . . � � . / . . � . . ,� . � . � . , . _. I � . � : . . 3 . w r+�z � N . 1rER7 . f . . . _ . . . . . . . � . 1 i i T , . � . rov d n n as bas s. he Mulh m . . � . . iedo a s e . � E S 93 ./ . 6 , _ p . .. : . •. - . ! J TREE TO � ••. . : : . OF C , . . . , . . " , � E ., . ?. . �DGP REEK ( . . . . . . . . . I 8385� i . . . . . L . . = /. . . . . Grou di claims all warranties with r ard . : . .. .. ` . . s e . . EL 83�.5.0 . . E . . . P 9 _ . . . , , OCA . .. , . . . . . . . � . . REL tED .. . . / . .. . : i , . . i . . . . •. ., . e ntain �n th�s d awin f�le . . . . . / . . 1 . to th datd co ed r ( . . . . . . 9 I � 83�.� �m . I . . . . � s� . . . . . . . � . . . .. . . . c� . . , ., . . . . . � . . . : . � . , . . . . a� � . . . . C . / . . . and to the erformance of the dehv . . � i . � . . . . . e AI.L sITE v�CsEtAtloN oUrSl E c7F sltE v� . : . r . .. ..... .. .. . . . P ry .. . . 8�@ID . .. . .. . . . . . . . , � . . . EL 8365� . . . . . . , I , . L . _ . . . } . _.---__� . . � . . , . . . ia i udm all i lied warrantie . _ , . r , / . . ` med , nct m s of IgT . . . . . . . . . 9 P , D ,4NG� LME MUST BE TR D AND . � . . _ . . � . . � . . . . . c4 ( ) S TO AIN . . _ . . � tR�E R�M . o . _ � . . . I . I :` / ., . •. t � : • I . . . i . . 1 � . ( . ulh . . . f tn s.` The M em Grou Lt as umes . es d s . � . . . i ( ( � i . . . 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The � � ' < ,n P 1 P , �t AG X I AI A WASHI t . coNC�t 1�EPL t N R kl ND NG ON . .. - A'1.0. � E R�RD RKL . ,4TN � A , , 52 . � t . mes n liabilit , � : ,' Mulhem Grou , L d assu o for . _ ,. , P Y 5 . . � �4 ` :s�A,,� 3 : � � �, , _ unauthorrze e oduct�on chon es ta or _ O _ }- d r r _ , � - P , 9 _.. , NO. 2 EX7ERIOR �GK- , , , , —KV Q I� , I e , ! $ 'use of the mformation conta�ned herein. . _ 'Z : , : _ �9 _ �" aa.� m a�� . . . . o _ _ FI A � _ � MODEL �fA00t LS/XLT DI Ct Y�NT`GsAS R�PL C� a . _ � R/)C RE _ 0.. ,. � m The �nformat�on contamed here�n as i , � r MED. .� _ ,n _ � � i- � : � _ _ _ g LOt'� �� . . _ , . 3 , . � _ _ �- ar� vt inw a _ M IJFAGTURED BY HEAT N CsLO L�41GE LLE M E30T ,� �� . . . . . . N�. � � . . . �.�� A. �� . . . _� � . . .. r i. � . . .. _ . . . . . � . . . � ... Q �� . . . . . . . . . . . . . . O�� . : . j . cv +- GA . 12 _ _ � rovided on an as is bas�s. The Mulhem I . . . . . . � . . . . � N� .� �. N . . . – . . .�..� . . .. . CV� . � . . . .. . 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',. <, : , _ � .. . ; : ;: : DOUBLE UL4LL �ONBTRLIGTION OF 1/2 CiY SUM OA 0 r . , , . . , ,: . :.: : , . ,. .:: : , , . . . �. _ . _ . . . , „ ,... . .. � :.. : . ,, , .., , ., . . , ;� , , , :, : � � P B RD . . � F . . . . . . . . ... . .. . . .. .... . .. . .� .. � i .: : .: ei i ��: . . . . . . . ... . . � .. . ��. . ..I . .. . . . . . �� . . 1 . . .� . . . .. .... . .. .. .. ::: �. :.: : :.. � : ! _ . . . . . . .. . . . . �. .. � � . . . . . . . . � . .�. _ � .. � _.... � � .. .__.....__... .......__._ _._.._� . . . . . . .. ..._.._�_....... . . � . . ..........__.._...... ' �......................_......... .... .. .................. . . ... _ . . . . . .. . � � � � �i . . . . . .::. . � �1 : .�� . .; i .� .r .. :.:. : :� .: . : � . . � . . . . � . .. �� . . . . . . . � . . . .��I �� .i : . i. i: : ;:: i l . � �� ...: r :�. : ' :, e� ° e iii .. . . . � . . . ..i . ... . � .. .. . .. . .. :� . . .. . . ii: i : : . . . . . . . . . . . � Z. . .. .<< 1 �1111 .. ... .. .... . .� .. 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YOI �0.G IN ACH F B RD O SP E � 5'ND WALL to BE ILL�D , ' � �s; : :.. ! . ; �, : ; � � : ;, ;'::: : s: :. ,� : :: : :,, ; ; � ; � . .:: , :: :: : ::; , , � / .,�; ; ��, ;� ::: ; -. ::: WITH 3 1/2 SOIM A7T W AtION. ;: ; : ; . , ::: ; s � ; • , .� . . , ... . .. _ . . : � _ . . .. , D �3 SUL / ,.,: ' - _: :: ::; . . . .. � .. . . . . . . .. . • . . . .. . . . . . .. �. � � .. � �' .. �. ; .i i� �; :i:i � . . � . � .. � � � � . � � � . � .. � . � . � . . . . .. � . � . � . . � � . . . . . .. . . . . � � � � . . . . . . . . . . . . . .. �;a[, i i �t;i � . . . 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S�� PL,4N �DR LOCA710N AND , : � � ; , : � , , ,: :: : ,, : , , , . � ,., . _ : , , .::, � , : , :: ,: . , , : , . � . � . _ .:, .: ,.:, : �: : � : , ?CTEIJT OF FU IHC�s.` : : ., . . . : : ,: : , , � T�2R I � , ;: : .: . ; ; , , ; I I, � . � ; , ; : :: : � : ; . ; A4 ; ; : ,, - A4.0 �0 : . , , , � � �. :: : : : : . , : ;: :: : ; ; . _ , I I w , ,. : , . � M as w a uT r 2 . „ . � w sa sa � B u� x�a �ru � �. . .. . . _ _ , D ' � . , ::: : : � . � , . ,,: : �: , � , _ � � , :: , � ,: ..:: : , , , �� o ,, . ., , , , , ,: , . , � . . . :-.� . . .. . . . . . � k . . . . .� . � .:�: � . .. . . . . . . . � . . . .. .. . . . . � . . . . . . ' .. . . . . . . . I _ .. _ , ... . , _ . , , PERPEND CUL�R TO WALL AND SWBSTITUTE 3 1/2 BATT � _. , �. ,� , ._ � ,� : , : , , �: :: :: . : , :: , . , , , , ', � � . , : � , . � IN ,4t �O I 1 IN At( N' � _ . . . , 5UL ION R R Cs O BUL, D :: �, ,, , � : �: ; � M O , : ; : ; , ;: � � R , . � • • • • • • EPI� , , . 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P J P . : , , � . , , - -: , � ,:, : ; � ; J ,: : t i n er i d. : � �; � _.. _.:_ : _ T T.� other ro'ec s s ot m tte The . l , i :: � , n � � ; : ,.. .. ;,, � , ; , , p p . � 1 --� . . . . , W _ � � . , , .. .� ;: : ;: :: :: abilit f r ;:; � ; : , : ; : : � ` : ` Mulhem Grou l.td. assumes no li o ! . . ,. . , � , , .. . . . :: ; ; ; ; : ; P� Y . , ; . :: : : : , , .,. . � . , . : . . � _: :. ::: ; �, : :; „ , � , ; ,: ; : ; ,, : :, � , � - una thori e r oduc ion ' chan es t :or . u z d e r t o \ . . . .. ,. „ _. , , _ , , : ,. :�,F : , :::. . :. , ,: , , . _ . , .:: , .. .., . . , . � , :. . _. , : : I P g , „ : , :,,: : , :: . ., : :�: � ,� : _ E: . :�., : : : .. , �: :. ;:: , ,, ;: ; ,� : : , ' rm • n t i rei .. . , :, , . :: � ., . : , , use of the mfo atio con a ned he n. \ ,;., : _.. , : ; . ;.. , „ �. ,. E"-�;` , � � : : , ; , :,� : , ,f ,::: : � ,. , ,: . :. , �: ; . ;:, , ' � ; 5.? . . . , 'i � : _, .: �:: . . , :: „ : .., . . , , , , nf i her n .. ._ , , . 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P / no obli ti ns or Uabili e for m / o t� s da a es 4 . 9 9 � , . , , , / � / mcludm but not limited to,`conse uential � FLU� 9� q , dama es arisin out of or in connection 9 9 - - - - - -- with the use or erFormance of this � P dr in f'I n i s I' i aw i e a d t de rve med a. � 9 rY � �� I 839 -ro 5 . � �V � �_ �� 8384 8 I A REVISION � D TE _ 10/10 00 PERMIT S T / E . 12/20/00 PRICING S T E , „ } 84- l� 83 8 ADJAG�Nt UNIT 2 2 1�3.1 ,44.1 �� f�l �t � � �� n u � _ — _ G /4 - 1 0 r S ALE I � , ' � ; PL , NOR7H PROJECT NUM R: BE 98043 = RAWN Y: D B , AK � �, . „ CKE BY: CHE D M GM : ES RIPTI�N: � � _ _ - __ o � : RooF P�aN � �.,. .:: , , w � � � ,, , . � . , � _ , f . � � f , � � , . � � 1 � � , � � . . _ �' . ...3 _ � � . . .., �. � . � � .� . � � , � � � , f � . � � � � � � � � �� , ., � � � � „� _� .,� , > � _.�.�__ �. � r�, _� ,-�' f.��.��... ��. .�:- �_ �� : , R ■ � . REFE ENCE _ :- � . ; � N RTH 0 Nir.Nni � , , � i i � _ _ � � ` i . , '"` � ' ` A3.0 i � ` ~ � �I � � ' � �� I ` . . � ARCHITECTURE PLANNING INTERIORS t - ; , - , _ , � i . ��.a � . . . . . . . .. . . . . .. . . . . . . . ... . . . . . . . . . . i . _ NICNOLS : � - 1 HASE A P �. � ` , - , . I 2 _ 17 K TRE SUITE 435 : 30BLAES Ef a ; A41 i � . DENVER COLORADO 80202 � ` FAX 303 297 3334 303 292 2601 . ' 3 ; ■ ■ ■ ■ ■ ■ ■ ■ ■ ,r ■ ■ A5.0 . I ; 3 , - i , C ! , � � A4� MATGH L1NE C � O ; A SOA BE D RD � � � � � , ` GEILINCs P 9 . O ,, ,, � , / , O � . � , � , , AEL G. , , , , MICH ; , , �a oa , � . B D B RD � � i � � � � ; � � G i INCs � � � � E L MULF�ER � . AM � � B.O.BE � , � . , . �� . , _ + , / , , - 9ro 11 _ � � �.�� ; � � , � r• , . . . . . . . . . . . � . . . . .. . . . . �� / �� . a . . � / � . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . • . . . . . . . . � . . . . . . . . . . . . . . . V .�� i . . . . . . . . . . . . . . . . / � i . . . . . . .. . . . . ... . . . � . . . . . . . . . . O �:. . . . . � . . .. . . . . . . . . . . . . . . . .. . . . . � .. � . .. . . . . . . . . . . � . . . . � . . � ��.. .... . . . . / � i .. . . . � . . .. . . . . . .. . . . . . . . 'i . � . .. � . . . . �� . � . .. .. . . . . . . . . . . . .. . . . . . . a . .. . . .. . . . . . . . / / � � � . . . . . . . . . � . . . . . . . � . . � . � �� . . � � . . � . � . � . � . � . . . . .. ... . . . . . . . .. . . .. . � . . � . . . . . . ' � ,. . . . . � . . . . . . . . . . . . . .. . . .. . � . . � � � . . i . . � . . . . . � . � � . .. � . � . � .. � � �� .. � � � . . . � .. . . . . . , � . . . � . . . . . . � . . . � . . .. . . . . � . . . . ✓ � .. � . . . . . . - . . . � . .. � . . � � � . . . � .. . . ,�� . . I . . . . . . . . . . . . � . � � � . . � . . .. . . . . . � � � . . � �_ . � . . . i � . . . . . . � . . . . � . . . . . � . ...'h�..�m..�• ..�♦ . �' P. , j/ . � ; ` . .,; � , �'. , � e C, , — �,' - . � � , . . �� .. _ . ; . � .� � : � . � .� �. . . . . . . . . . . . . . . . a . . . . . . . . . � � � �. �: � . . . .. . . . .. . . �. ., . . � . . . � . . ... .. . . . . . . . . . . . . . . ... . ... � � .. . .. . . � � . . � . . � . � . � .. � . .. . . . . �. . � . . .. .. . .. . . . � . . � . � .. � � . . . . � . . � . � . . � � . . . � ... " � � . . . . . � . . . . � . � .. � . � � . . .. .. ; .. . � . . . .. . .. . . . . . . . . . . . . . . . . .: � . . . � . � . . . . . . . . . .. . . . . . . . . . . . � . . . .. . . .. ; .. � .. . . . . . . . . � . . � � � - � ... .. . _ � � . � � � � .. � � .. �.. . � � . . .. . � . . � . . .. .. ' . . . . � .. . . .. . . � . . . . . . .� .'.: . � . . . . � . � � . . �. . . . . . . . .. . . . � . � . . � � � . �. .. � � . � � . � . . . �. . . . . . . .. . . . . . � :, ..��. . :� ..�: FT 2 LO US NA 2 P SE S ,i . - . , A4.0 A , 4.0 , � ; � , , : I � , , ; a G _, .. ..� . . . . . . . .. - . . . . . . . . . . . . . . . . . . . .� d . � � . � . . � � . . . . . � . . . . . . . . � . �. . . . . � . . � � � N < . < . ' 8.0. SOFFI7 ONE OUR RA7ED :.. � . � .. . . , . .° . . . .. �a � ,�� a. :�.. �.. d a ., � ..a . . .. . . � . � . � . . .. . -. .. . . . . . . . . � � .. . . . . . . . d , . .: ,. . ... .... . , . �.. � u . . . . . . . . . � . . � . � . � � .. . . . . . . . . ..i . : .a. . GEILIhICs. SEE F-4. , 98-0 ± � . . . � � .. . . . . . . . . . .. . � . . . . . . . . . . .. . . . . . ��._' ,. : ... � . . e �� .. . , . . .. . . . . . . . . . . . . . � .. .. . . . � � .. . . . .. . � . . . � � . .. � . . � . . . . . . . . . . � .. � . . . . . . .� . , . . . . � . . . . � . . .�.. . . . . . � � : . . . a . a . . � . . . . . . . . . . .. . . . . . . . . ... . . � . . � . � . . . . . . . . . . . . . . � . . � � . . . .. .. . . . . . . . . . . . . . . . � . . .. . . . . . . � . . . � � � . . �. . � •.�.. ... � � . .. . '� . �.. .�.�.. .. . �..'�.� d . �. . �. �. . . . . . . . . . . . . . � , .. . . . � . . . . . . . . . . . � . . . .� . � . . � . . .. . . � � . � � � � � � � . .. � .. �... . � . . . . �:�. . � .' . � . . . . . . . . . . . . . . . . . . . . . . . . - ... , . ... .. .� . � .. '.��. �...� �. . � . . . . . . . . . . . . .. . . . . . . . . . . . . . . � � . .. . . . . � � . . :. , . . �. � . e �: �. ,� �� . . . . . . .. . � . . . . . . � . . . . . . . . � . . . . . .. . . . .. . � . . . � . . . . . . . . . . . . . . . . . . . . . . . � . . . � . . . . ... Q . . . . . ' . �. . � . � � .� ..a .. . . . . .. . . . . . . . � . . .. . . . . . . . . � . � � . . .. . . . . � � . . � . . � .� . .� . . . � . . . . . . � � ��. �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ��..�. `.� .. . . . . . . . . . . . . . . . . . . . . . . � . . . . . ... �.; . � � � . . � . .. . .� .� .� . � . . . . . . . .. ... .. . . � . . . . . � � . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . � .: �.� � � � �.I �'. .... � .. .. . � . � . . � . � . . � . . � . . . . . . .. �. . . . . . � .. . � . . . � . . . O. � � . � - . . � . . � . . . . . . ... . : . � � . � .. � . � .. � � . . � . . . . � . . . � . .. � . � . . . . . G ❑ � , � < �� , � �� _ . ', p , . 9 8 , , ... i , •. G LG. � , , , � i . , � _ �� . , , A5.0 , , . , . ; : '' , . < . � B.o. So�ir �'T, . � N�� . . . � . . � . � � . . ��. � .. � . � . . . . . . . . . . . . . . . .. _ . . . . . . . . . . . ; . .. .. . . : � . . .. . . . � .� . . .. .. .. . . . . . . . . . . . . . . . .. . . � . . . . . .. . . . . . . .. . . . . . . . . . ..,�. ..r ,, � .. . . . . . . . . . . . . . . � n .. . . . . . . .. . . i � . . . . . � . . �. ��.. . . . . � . . . . . . . . . ♦ ��. . . . . , . . . . i . . � . . � .. . . . . . � . �. . � . . . . . . . ,. ,,. . . . . . . . . . . . • ., - .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . _ . . . / � . . . . . . � � 98 f� W . . . . . . . . � . . . . . . . e . . a . .�.. :.,.. . . � .a: .d �� ° . . . . .��a '� � . � . � . � � � � . � . . . . � . � . � � � � � � � � � . . . . . .. . . . . . . . . . � . . . . . . � : ' ' .. a . .� . �� . �:, �-'� � '.. .. �. �...: . � . . � .. . � . . . . � � . � . . . . � � ... . . � � � � . . . . . � � � � .i . . . ��. � .. . . . . ... - � . . . � . . . . . . . �� . � . . �.. ..�� ..� .� �. ....; , . . . . . . . . . . . . . . . . . . . . . � ,. :, . . . . . . . . � � . . . .. . . � . � t . . . . . � . � . . � .. � . . . . . . � . . . � . � . . . . . . . . . . . . . . . .. ..�� .. � . . . . . . . . . . � .• :� � . . . . . . � .. � . � . . . .. . . . , . . . . . . . . . � � . � . . � . . . . � . � .. . . ��.�.�� i . . . . . . . . .- .... . . .. . . . . . (. .. . . . . . � . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �O . . ., � �, � . . . � . . . . . . ... . , .....�. . .. . . . � . � . . . .:, .:, - �. . . . . . . . . .. . . . . . . . . . � . . . . . . . .. . . .. . . � . .. � . . . . . . .�: -, . � . . . . . . . . . . . . .. . . � � .. . . . . . . . . . . . � . . . . . . . .. . � . �� . . . . . . . . :.. ... :. . . . . . .... , �... .. . . . . . . . . . . . . . . . . ��. .. . . . I. .,� . . . . ...., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i ., . . .. . . . . :. . . . . ,. . . . . . . . . . . � �� . . . . . �� . . , , i ' B.O. BEAM SOFFI7 , . . � .. .. . .. . . . . . : . . . .. � .. � .. � d . � �e e � � . - . . . . � . . .. . . . . . . . . . . . . . � . . . � � . . � . . .. . .. . . . . . . . . . . . � . . . � i� � .. . � . . . . . . .. . . .. . e .�� . , � ..�. . �. �t .- . . . . . . .. � . . .. . . . . . . . .. . . . . . . . . . . ��. i . . . . . . . . . ..: �:.. �. � . . �.. . � . . . .. . . . . .. . . . . . i . . . . . . . . . . . . . . . � �.� . . . . .. . . . ��, . . . . .. . . . � . a � ��.d .� . . . . . . . . . .. :. � � .. . u . . . . . . . . �. .� . . . . . .. . . . . . . . � . . . . . . . . . .. . . . . .. . . . . . . � . . _ .i . . . . . . . . . . .. . . � . . : 97 Z _ T� • �� 1 _ � , ; . .., : V 1 . _ i , � . ; A � ... CRAWL Si� C�/ _ � .., Q n,� a ,_ � ; . , � _ F-�i A _ � M CNANIC L � , . E � � ; . ,_ ,, rT, � : a tt ir2 � : 1 ` . W _ O , � : lMAX.) • - O " CLG. , � i i .:. � � , � � � _ ,. .. . . i � I , .. . � � � �� ,_„_.,_�,_,�_�._,._.,_,._,�_��_��_„_��_„ � � � , _ ... r l � I :. ....., .. . .:. ; � ..:: � . V . � , - � � _ � � � _ ( � � I . . : I ; 0 : � � _ . . , O O i l I I O O �..� � � . a .. � � : �� . . . .. . . . .....� . . � da ...:.. � . . . . . . . . . . . . . . . . � . . .; . . �.� . . � .� � � � . . . . . . .��.� � � .: . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . � � � �� . ..��.:: . ... . . . . .. . . . . . . . . . . � . . . . . . . . . . . . .. .. . . . . . . . . . . . . . .. . . . . . ... . . . .. . . . . . . . . .. , . . . . . . � . . � . . . . � .. . :��. �. �. � . . . . . � . . . . . .. . . . . . . . . . � . . � � . . . . . . . . . . . . .� . : . .. �.. . . . . . . . . . . � . :.c�.� . . .�. . . . . . . . . . . . . . . . . . , , A41 � I . I � _ � , O O F�4i"i f `r' ❑ ❑ � A4.1 L 00 � ' a .. .. , � �- �� OOM .., : i� : C� �, . i _ , „ z ai z _ , 5. _ C OS T . em . L E � A3.1 � . o � A5 A ` ; . . . . . .. � . .. a .. . . . . . . •. . . . . � u .. .,. . . . �iL�i.� . . . . . . . . . . . . . . . . . . . . . ti:J.O . . . . . . . . . . . , 9-0 ; � V$ ; ' ":. CLCs. � 1 < ; , .. . � � A5.1 - .• ' � ; � ( � � ' . : � : 0 0 : � � � _ � � . � ❑ . � � .a � ...� '. ..'. . � . � .. � . . � . . � � . . . . . . . � . . . �. . � � . . � . . � . � . . . . . . . . . .. .O� ... ,. .. ... . . O� � . . . . . . � . . � . .. . .. . . . . . . � . � . . . . . . . . . . . . . . . . . . . .. . . . � �. . . . . . . . . � ' . . . . . . . . . � .� I 'i . . �..� . . . .: . . . . . .. ..... . . . �. • . � �� .� �,.: . . .... . . .. . . . . � � � . . � � � � . . . . . . . . . � . . �� . � . .. .. �. � . . . . . � , . � � .. .. . � . � . . .. � . �� . , .... . . . ' . . �. . � .:�� ... � .,..'." . ... .. . . . . . . . . . . . .. . .. � �. . . � . . . �� . .. . . . . . . . � . , � � . � ' ... � . � . . . . . . . . . � .. . . . . . . . . . "' ;.. i ��. . . . . .. . . . . � - . . . � � .. . . �. .. . . . . � . � . . . . .. . . / . . . . . � . � .. . � .. � . . � � . . . . .. . . . . . .. . . . . . . . .. . . . . . . . e . .. �.. e . . . I/'� . . . . . . . . . . . e .._ �d . .. . . . a . . . . . . . . . � .._� . . . . . � . . . . . . . . . . . . . . . � �� . . . . . . :� . . . I . . . . . .. . � . � � . � . � ..a . . e. ��.d �. � � e . .� . . � . . . . . . / . . . . . . . ... . . . . . . . :. . . ��. � � . . � . � � . � . - .. . . . � . . .. .�.. �.. . •�... � . . •.. . .... .� .. ... .. . . . . .. . � . . . �{ ' . / . . . . . . . . . .. . . . . . . � . .. .. � . . . . .. . . .�. . . . . . . . . :� . � . .. . .. .� . . , .� �.. . .�� . . �� ..� . . . . . . - . . . .. . . . � . . . . . � . . . . . . . . ' � . . . . . . . .� . � . � . . . . � . . . . �- 'V . . . � . . . . . . . . . . .. . .. . . ��.'i . . . �.��. . . . . . . . . q�.�. . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � � . . . . . . . . . .. � . . . . .. . . . . . �� .�..:. � . . . . .. . . . . . . �..��. . . . . / / .� . . . . . . . . � . . . . . . . . . . . � . . . � • .,. � . . . . . : .. . . . . . . � .. . . . . . . . . . . _. . � . ' ' . . . . . . . .. . . I . . . . . . . . . . . . . . . ; •. A . . . , ... �. � SE D BOARD ; , . . . � . ..,, . ... � , ,..: .,. .. � �� . . , . . GEI IN � - , . ,....... L G 9 0 � ,. - , < . :... , . .a e . < a d . . .:. _ . . :: _. . . . � .,. ,. - Q - 3 : a . A4.0 , . S.O. SOFFIT : < � �� 9l -0 ± . a . a -' N� U _ S ', _ • � __ � . -� -:: . . . . . . , O � , . . The information contoined in th�s drawm , �00� _ . 9 ib _. . . . . , 0 .. . , f�le �s �ntended for use onl on th�s _ ,.., y . , „ , . 9-ID • • • � r ect, n uthor�zed re roduction or use ' � : , p o� U a p . �. _ �ATfO GLG. � . . . . . • � in other ro ects is not erm�tted. The , . , P J P � ` M Ih rn r td. as umes no liabilit for ' u e Gou L s P� Y . . h n r ' unauthorized re roduction c a es #o 0 e P � g . ,4T , . . . . ; B +��I a � us f the �nforma �on conta�ned`here�n. s e o t � � � � 0 . . � �� . . ' _ � ,� 1 8 0 The information contained herei os 1 � _ „ . „ LG. , . ; A4.0 � -::�. A P rovided on on as-�s bas�s. �The Mulhern , _ . ... 4.0 . . . . , , ; - Grou disclo�ms all warranties w�th re crrd -- . P 9 - ,. � . . . . . ❑ , . . to the data contained m this drawm file 9 , ,. . . � ., , ..:. n rf rm n f the liver , , . a d to the pe o a ce o de y . . • • • i i w rr n i media mcludin all m I ed a a t es of , p 9 . I , fi ness. 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P NNIN INT RI R ARCHITECTURE LA G E 0 S , , � , � , , � � � 1 ,i � 1 3 1730 BLAKE STREET SUITE 435 A4.1 ' ; A3.0 A � I 5.0 RADO 802 � � , '� � �I �l DENVER COLO 02 � � �� 4 FAX 303'292 01 � . 303 297 333 26 � : _ i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i . . a . . . .. . .. .. � .. � . . .. .. . .. . �� . � . ..� � . � . . � .� . . � . . .. .. � . . . . . . . . . . . � . . . . . . . . �. . . . .. . . . . . ... . . . . . . . � .. . . . . . . . � � . . . �� . . . . . �� . � . � � � . � . . . ; , .�� . ..�� . . .� � . . - � � . . . � � . . . . .. . � . . . . . . . . . � � . . . � . .. � . .. .. . . . . ... . . . . .. � � � � � . ... . � . . . . . . . . . . . . . . . .. .. . . . ...�i � . . . . . . �. .. .� . � . . . . . . ...:. . . . .. . . . � � � . � . . � � � . . . � .. .. .. . .. � � . . . . . . . ... � . . � .. .. . . . . � , .. . . .. . . � . .. . . . .. � . � . � . . . . . . . .. .. . . . . � � . � � .. . . .. . � . . . . . . . . . . � .. . . � . . . � � . � ___.�. � . ... � � - .. i . .. . . .. . . . . . . . . . . . . . �. � . . . . . . . �. . . . . . . . � . .. . . . . . . . . . . . . . . . . � � .. - . � .. . . . . . . . . . .. � I � . . � � .. . . . . . . . . . . . . . . . . . . `. / . . . . .. . . .. . / . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . �. � . . .. . : .. + � . . . . . . . . . . . . . . . . . , . . � / . . . . � . . . . . . . . . . . . . . . . . . . . . . . �` (� . . . .. � . . . . . . . - . . . . , . . . . . . . . . . . � . . . � . . � . . .. . . . . . . . / . � � . . . . . . . . . � . � �� . . � . . . . : . . . . . . � . . . . . . � . . . ! , �� .�� i :� . . . . . . . . . . . / �.� .. . . . . . . .. . . .. . . . . . . �.�,V O . , . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . .. . . . - \. : .i . . . . . .. . . . .. . . . . . . . . � ...� . . . . .. . . . . . . . .. . . . . . . . . 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' i ' f r` nl on his ,. file s intended o use o y t , � , , , r n h r r r ct� n r m _ ( ro ect. U aut o �zed e odu o o use _ � . P 1 P , A 52 • , • • a m other ro ects �s nof ermitted. The � : P J P I � n li ili f r , I Mulhern Grou Ltd. assumes o ab t o <. P� Y - IN n h ri r r i n h h r , IN SLOP G u aut o zed e oduct o c a es to 0 A4 SLOP G . _ .0 - A4,0 P � 9 � . , , , � ; ( CEILINCs G�ILING use of the information contained herein. W • Th inf rm i n n ain herein as e o at o co t ed , � 1/AULt�D . �, . „ . F A't I IN L GE� G , rovided on an as–is bos�s: The Mulhem . P � � LATERN I IN .il -'i _ GE L Cs • Grou discfaims all worranties with re ard P 9 ( • , , , , , , A: h nt in in his dr wm fil , . to t e data co o ed t a g e ' ., n h rf rman f the deliver adtotepe o ceo y � . , , . . . , media mciu rn all im lied warranties of I AM d � R DGE B� � 9 P fi ness. The Mulhern Grou Ltd. assumes t � � . P 0 . . . .. . . no obl� ations or liabilities for dama es , 9 _ 9 � includin but not limited to conse uential : , 9. � q _ ma e risin t of r in connecti n da g s a g ou o 0 wi h th u r erf rmance of. his p p , t e se o p o t r win fif nd i s delive media. da 9 e p t rY .r' '_'—'—' .� - –� � � S OPING . INCs L . SLOP , R VI I N I I DATE E S 0 c€fLT� c� itL�i G—� . � . I . . 12/20/00 PRICING SET � : . . : � � . : . . L -.- - - - - -._ _ _ J � . - - � : z , � ,a�a A3.1 ' I , '. , PROJECT NUM R• � � �� f �1� �1� . . BE . 98043 �1�� . � � � �� '� . � DRAWN BY. AK �� _ �� SGA - 1/4 - t -0 LE � . a CHECK Y: ED B MGM DESCRIPTION: ENTRY LEVEL � _ REFELCTED C�ILING PLA ' N ,�, _---._._— _ n__,. _____._ _ �, � ;. 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S � f � }� , � ; � � , , , _ , , ``�; �a _ , ; . � : �I ` � � � � I � ; �� i � . . , ARCHIT CTUR P NNING INT RI R E E LA E 0 S . i ; _ � _ . �, ; g , ,, , ;, N f C4-10 LS � g HA _ P 5E A � y . 17 0 6 KE STREET SUIT 4 3 LA E 35 � - NV A � , DE ER COLOR DO 80202 303 297 3334 FAX 303 292 2601 '� ; ■ : ■ ■ ■ ■ ■- i ■ ■ ■ ■ ■ . j ' � , . C � , MAtGN LINE � _ F, O C � � � , e- -4 � � o i � ; M�ICHAEL G. � � . . . . . . . . . . . . . � . � . . . . . . . . . . . . . . � . . . . .. . . . . . . . . . .. . . . . . .. . ... . . . . . . � , k� . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . ... a ..: . . _ LF�ER� � � r�u � . � � .A, _ ._ �.� A3.0. ��, � . �� „ ��...� r � . � � � 'i ' � I \ . , � S � , . � , � _ D � , � . � LOFTU i _ S . I-�AS ; P EB ; < . ; 2 3 ` • A . � A4.1 5 0. , I - � . 3 ; , A5 0. . A4.m u �, _ . • D GK ; , � , ; ; ; � � � „ ; ; �� , ; - ; ., � ! : � � � � . � � � , � . - i � I�i ' . , � i . �� I ; .—. _.—. I _ � . '� � � . . -� w :. . YAU t • L ED . ,. ' . _ � , ; .. . . . .. � , , � GEILI NCx � � � � � n _ � . . . � O . 1�1 . • • F�1 . • H AV1' T � ' E R E S . �� . � .. . � . CLOS T . . � � . , , . � ��I � O G� U1C . . . r � R G . _ � � i � o � �� . 1 _ _ � � '1 S � S ` 'I _ � � � 8 , �' ; Y U T . , M�i E L D � � � CE C� CEILINCs � � . � CE IL INCs r', l7 I I � , , Z C L NG � � x � � : Z Z — W . o � _ . z o - 0 _ ; � � o � 0 , _ J � � O � RD O _ � ' � , 0 � ,�w � � . w , i �n U BE A � J . I c�U 2 ►-i R DGE I R DGE IN � S O Cs i L P �7 z ; � ; � � ^ O � .� _ : z , _ B�AM B�AM M A GE ILING � 52. , � I� , N,4 •— � LL , _ � o O � M�4 , �� W I , _ � OOM YAULT -t a �-1A . ED � LL - � N u �-+ .. , ,� I IN � �� _ CE L G B 'i S � GEILINCs A T U D i � L E . . �--� , , � � vA T O i u� e O c��N� c i i _ ELNCs I � � � , C I :I A4.1. E L_ � I IN . GE L Cs A4.1. �' ` , � SLOP NCs ; - — � "' � I IN � , EL G � . � ; i . �, � , i � . , . I-I A1/'f TIM ;, _ E BER tRUSS I i . , � � ' . � � . ST T � � � R� RG . l7 � � z � � � z� z I � _ —z _ , z z _ , z _ _ . � _ � _ � o.. � � o.. , � � � _ � _ o — , ; 0 ,�, . 0 � I o llJ J . W J J . J , I . tA U . ; tQ U � c� U' i N U , : i � _ o p 0 � � I . o , � . � i , . i , _ . . : _ � . � O 2 a . : .,. :. , . �.i. ' I � I a , . A3.0. v ULT�D . , � ; ., . t , . � . � C C''J i , . O L G ILING . YAULtED � � , . � . . �� , - . .... • , I . 'i S GEILfNG . � � � . � � , 1I , N GE L Cs : ' ! � . L _. ._._.J A3.L ; � : . � , , i . i ! ; � I , _ � ; i ,, , , ; , Z , I � � A5.0_ � ; . I ' � Z ; • . • • . . Ii 4 Th mf rm i n i m hi A .I. e o at o conta ned t s drawin 9 ' file is intended for use onl on this � ': Y a. � a , , , � _ � i 3 o ect. Unauthor zed re roduction or use , P J p , . . . . , i i - n other ro ects s not ermitted. The i A4.0. P J P � Z`' . .. , I , Mulhern Gr u td. mes no li ili � o p� L assu ab ty for . . � � A3.L unauthorized re roduction chan es to r P , 9 o , � use of the information contoined herein. ! "" The informa ion contained herein as . '� , . t ,,.�.. .. .. . � . . . . . . . . . .. . . . . . . .. . . . .. � . . .. . . . . . . . , � . . . . � . . .. . . . .. . � . � . . � . . . . . . . . . . � . . � � . � . . . . . � . . . � . . . � . � . . . �.n .. . n . . .. . . � r r vi n —i i . Th M I ' p o ded o an as s bas s e u hem . , Grou disclaims all warr n ies with r r ' at ead , P 9 to the data contained in'this°drawin fil > I g e < and to the erformance of the eliver � P . d Y media in ludin oll im lied warrantie , , c g p s of fitness The Mulhern'Grou Ltd. assum ' P. eS no obli i n r li ili i f r ma ' at o s o ab t es o da es , 9 9 , . . . . . ; includm but not limited to conse uential g, , q dama es arisin out of or in connection ! 9 9 • , ! ; with h r rf rm n f hi ! t e use o pe o o ce o t s ` , drawin file an i liv m i !: d ts de e ed a . 9 rY , � R VI I N ' . AT E S O . D E � � , _ � _ 12 20 00 PRI IN SET � � : i a . , ; � . : � . , ; � , � ; ; ,; , , ; , : � . ; : ; , � : ; , � . ; ; � � �� f � 'I� � �l� � � . � , ,, _ ,_ �, . _ PROJECT NUMBER: 98043 SCA E . 1/4 - 1 0 A1b. L ; ! . , , , . RAW D N BY. , DM RW : J CAS . , , , t , CH CK Y. ; E ED B . MGM _ . � . DESCRIPTION. UpPER LE VEL � REFLECTED EILIN P � ' C G LAN � � -� __�_r_m�_—.�..�_ ,�.��- , ��. ,,.� . ; , . , . ; , . F � � � � � , � , , m , tr � 1 . t �. � , .� � , } v 1 a . � � , , � , . ; , , � _ � , _ , . � .� , . f . .� � � r _�.. � „ . . > ._ .�--� � « ,. 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SPAGINCs ,45 2x12 RA�tERS), ON tlUO L,4YE�25 15 The �nformatwn contained in this drawing ! � �� . . . . , , _ U �� file �s mtended for use onl on this ��. ��m 2 3i� s�� soi�,s �PORt. ��o iD� a�.t��art� �oR wa�R �ELt ovER 5ia o.5.$. SNEAtNIM� oN 2xi2 RA�tERS y s .� , , . . . , ro ect. Unauthorized re roduction or use ; HEAt PIPING �NCASED). �� P 1 P � ,4 O A AN 1!2 Y O , , . . , Y P R � RRIER D G PSUM B ARD ; i o her ro ects is not ermitted. The � n t P J P ( '�' • •• < � ` APPLIED D REGtLY O tH� SOttOM OF FtERS. i2�4 , _ _ Mulhern Group, Ltd. assumes no liab�lit for � 3 �L�v,t�T�D FLOORS , , Y , -38C �I ASS` ,4tT lNS�I ATIDN WI1'N �4ttiC „ R BERGL 1?+ L unauthonzed re roduction chan es to or P , g , t /2 I Ht I T � 1 L Cs lUE GH CONCR�'I'� I,INDERl.,4 1' WITH . . . . � Yh1EN � i rm t t i h ri use of ths nfo a ion con a ed e e n. . � � Nt8 T A AN RIDCs IN . INSTA n �� VE A E vE D E L E LL �. WA AT - R HE PIPI Cs GA5 . . 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'assumes R04P OYER BItHUtHENE UJAtERPROOF M M RAN P �- E B E _ , ` . . . .. . , � 3a. 8AM A5 F 3 E , � I , � no obli ations or iabilities for dama es _ ' 9 9 � ON 2 AY S I/4 YUJOO ON 2xi2 MI �. L ER Pl. D �RA N . . . . �� C� . � t 1 SI I C BU DBL�'1� /2 RE L ENt HANhI 5. , E� includi but not limited to conse uentia e n , I �� , q GK _ � � 9 �� _ _` . _ _ . . . . k _ . MEMBERS �,t 12 O.G. WItN R 38G �IBET�GLASS . � r i ti ; dama es arism out of o n connec on 9 9 _ - u i K . , DEC _ .,_ INSU ATION YA O A I AN /2 ,, _ . L P R B RR ER 1 CsY 8UM . , D �' � � RATED FLOOR w�th the use or erformance of this � ., _ _. P � . _ . . . . . � � � 4 , _ n u . u � u . 98 4 _ , EL _ OARD. draw�n fde and its delive media = 2 /2 tNl M 8 1 GK U 3Et St � I _ D ON� LOOR O 11/2 ICsHt rY NCs Y�R L 9 � � ; _ - - 7 IUEIGNT CONGI�T� I�IQERI.AI'M�NT WfTH WATER HEAT �NtRY L�1/�L �INI�aN FLOOR- . . �N RY LEVEL �INIgN FLOOR , � � �� _ � � �� , ` PIPING �NG,AaaED'ON 3/� StURDI FLO O.�v . ON 50L1 - - EL.=1mm-� F . _ _ _ EL.■I�-ra OR .B D R 3 FLAt ROOF _ , .. , . _ " J 8tS WItH 2- �� „ _ _ WEB OI LAYERS 1/2 GYPSUM;k30ARD ON 1/2 FL! Y A M �o : I ( '' "� . . - - - �� Ll. 1�HERED EPD ( 0 M LS TN CK) ON 3/4 " . . _ _ _ DATE REVISION _ RESILIENT"GHANNEL8 AT 16 OC. INSTALL R 19 , : — , tHICK t� LYU100D ON t x ., .. Cx P APERED 2 8 SLEEPERS • � . - ., . �I ASN :»; - � �� ( BERCsL S I 9UL,ATION tlCsHt 70 UNDER3IDE OF 0.9.8. IN , � _ � t I - _ OVER 3/4 N CIG 7ECx PLYWDOD ON 2XI2 � I . Ra�►� 10/1 d/0 PERMIT SET . =. . - _ f A I I i I vo D sP cE o� �rRUSSES. _ . � ,� - , t i . .wit+� � M MBE�25 � 2 D C Y,4POR �4R I ,4N ', _ E B R ER C� . III III .. - U No. 54�i ` ._ L. L .. . „ P1I T � . _ _ . 12/20/00 R C NG SE . _ _ . , ,� . . I I I I I /2 CxYPSUM BO RD. R40F :5tR11GTURE t0 Np,YE ,� : � - . , • I I I= I I • � • i I 13 , 4 . , _ � ` .. - _ . a 38C �I ASS JNS LATIDN W VQI 8 r4C S _ • _ ^ . �-4a 8,�41•1E �48�-4, R BERGL ll D P E , _ �-�� - - - - - - - -- - -- - � II , � - - - - . _ _ „ .�.. ,� � .z _ _ _ _ _ • - - - - - - - - - BUt NOT RAT D. DEL I ,4Y 2X) N - � � ETE _L SR bF t/2 G1'PSUM OF 2 s, TIC�s T TO GYPSUM BOARD GEILINCs. �; � - • - - - - - - - - - - _ III III I Iil III III III III III III III III III III � _ _ � — _ _ _ _ _ _ = _ _ = a � . ._ �o t�. O HOU GE I I _ NE R I.NCs - - - - - - - - - - - � - � �� - • - - - - - - - - - - 1- _ - - - - - - �� _ _ _ _ _ T �� GQ E . I I . - - - - - - - - - -� III I i II III III III il ill III III —BA� I I I I .., � - - - - - - _", .., . � � _ � 2 - - - - - - - - I F 5 XTE I - - - - - � E R OR D�G1G . � �� ( Y e � � � � � — — — BE AM B� D - , 0 — — — _i� ' �� i _ . - - - - .. � i z rnN. i�Nr w i�Nr c ; . 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TtCx PLYUJOOD ON uUOOD STRUGTURE WItN R 38 B,4TT : = _ _ - = - - - � . � . ; _ T. . - - - - - fN9liLATION SETU��N S tll AN V _�� {� � - ��) �� TRUG R� D 2 GYPSUM . — — . _.._ _ , — �- — — - PROJECT NUMBER. 98043 , _ , . _ _ �_ - - - — _ , . � . .. . � � � . . � . . ... .. . . / _ . . . . . � . � � .. � . _ _ — — T _. . . . . . . . . � . . . . . . . . . . . , . ', I I_I 1 . 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H CK vAPOR BARRI�R ON N I , A A hlat IA O t XIStINCi Wat RAI, ! RD D B SE �R L 1/ER HE � U , ° � • P NNING + INT RIORS i 501L. v�E 301L8 REPORT. ARCHITECTURE lA E , � R- NI AM � �� i �XP05E� P BE F-2 ATIO 5 A - !; P L B 6P'L , �..�.. OPP ; u �"— �EAL,4NT ON �v THICK INTEGR4LI.Y COLORED EXP'C��aED .ws �� ,, � _ A�iCsREGA7E CONCR�'tE 3LAB OII�R 2 $AND ON 3 R- MINIMUM R0,4D BA� MA1'�RIAL 01/�R tNE �XIStINCrt � : Z i R- ' . N�4TURAL SOIL. 5 OI 5 l v 1" t PO WA , EE 8 L REPORT. PRO IDE AL. ERNA E R 1'ER _ I =- -� —��.,__- _ .._:._T�.- - -- --- --- — H At I i A , � P P NCx �NG SED). ,I F-3 YA F - ELE D LDO 5 'i'E R I 1 0 B K STREET SU TE 435 . � � 73 LA E ST�� StQRACs� I 1/2" LICsHT WEICxHT GONGRETE IJND�RLAYMENT IUITH ' �� _ DENVER COLORADO 80202 lU�4T�R HE,4T PIPING ENGASED 01I�R 3/4 3TURD1 FLOOR , �� , 2t 0.5 . ON S I 1 t8 Wlt t/2 CsY M A ON > AX .B oL ,10 S H RD 297 334 F 303 29 2 0 D WEB P5u Bo 303 3 2 6 1 � , „ �� ■ � . > , � a ❑ � a � i/2 RE5ILIENt CN,4NNEL8 At lb O.C. 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' � •• � . • y � . ��. .. . . . ... . .. I . . . . . . : . . e o a ' ' . . . . . . . . . . . • . . .. � • A • :.♦ .. �.�.�. ;+ . . � ' . . .� . . «.. ... .. . . � .. .. . . -� . . . . . . . . \ �\ \� � / . . . o . �.Q . . : . a. . ..> . .., -� O o _ POR COhI?. �b . . . . . � . . ., . .... . . o 0 0 .�aoe�o . .. , b . ) �+ . o - - - - r . . y o 0 o e e o 0 . . \ \ \ o . . , , , , y . . , _ : . .� . .. . coNC. . / � � . �OIJND �� , \. . � �_ - . o o� . . . �• / / / � / • i 7 !' / . . . . . . . � \� . � — . : . . / / , — . � / , . 7 — — . / , . /, / — — . o C�AvEL ' , — — • . 4 . . _ .: \ . . . . . �� . . \ � \ � . . . • . . . . \ �\ I . . . .. . .. � . �. . . . � � . . . � . .♦ �♦ � � . . . � . . . � � ./� / •. . .. •. . . . . . . �� . � . �� . • � 0 . . , RE BTRLICtU� � � : � � � � � . . � � � - - - - •a � � � \ . , . . ..... . . \ .. . .• . CONC I ..�A� . � . . c�a,�L .r-ou�. \ \ \ I I I I I I . � - — — — — . . \ \ � � . o o / / / / / I . � . .. .. .. . .. / / , . � / / / / / / _ _ ,. i, . � / / / P�RFORAtED PIP �i, / . � � /. � - , - . ,, � � � � , : � � � � R�. STRLICt: , � ._ _ � / PERF i � � � I � � � _ A \ ORA1'�D P P� � � � i I . � y - - _ . :� � , o . _ . � � � � . . � � ,4StIG � � \ . • � � - - . . . � ,� . PERIME7'ER ��. SN��tn� _ \ \ \ \ \ \ u�r�B�� w� -- — . � — � — — . . � PLAStIG SHEEtING . �i � � � _ � � � . � � i , -.- i � r . � � NSIJLATION � � � � � . . � � - � _ . . . , . � . / / � � IL'IER�ABRIG . � � RE 501L8 T � � � � � � � . � i�POR . . � � ,. � - - . R� SOILS T � � ` � / I REPOR / � � � � � . � � � � � � � � _ - . . � � _ . � � � � � \ _ � � / � � � � \ . � . � � . � � � � � . � � I � \ � � � � � \ � � � - - . � � � . .. . _ � � � � � _ �✓ � � � � � � � � � � � ''�-- -� � � � / / / � / � GONG.POUND.` . / - - - . . , - � � � � • . � � PROJECT NUMB / � ER. � � ...� �� . � . . 804 . 3 i / / / � . . _ / / o . . . � � . . 2 M N. I _ � . . . 5 t \ . . r� tRUC . , � � . / / � _ . . \ 1 \ \ � � � .. . . � � � c�av�L - . . . • � . , . . RAWN . , � D BY. RA �� _ . . . \ \ W AK � „ , , .. .. . / . , � MIN. , . A6.2: PERF 7 I � � , ORA i ED P � ; PP � . � � H E K Y. C C E B D M , G M . \ \ \ _ u \ \ T � .� � �� ,, \ \ \ �.:��rz.�� _.. asri : \ c � t � _ � �� i � � / / _,��T / / _ i . , � � • / / / 1 / _ ES. RIP I N . / . C TO , / � _ ; � � � � , � . � . iZE 501LS REPOR7 � � � �`,, , �...._ _ _ � � � � � s _.,/ �. . > , � � , � � � � � , / � � , � , � ' �, ,46. � � 2. , . 4 � � � . � , � � . � � / / , . � _ _,. � � �� , _. , ' � v WAL T _ � L SE IOe . fi ,�� C �S �.� � � . � } � � .� _ . � � . � y— � � _, �� . ,: /��;'� r � � f�/ / /\�� , � _ / � / �-� .. . . �,- �,�. �, . _ 1 � ,, . . . . . . . . . . . . . . . .. . . . . . . . . . F. . . . . . . .. . . . . . i _.. . '. .:.:,..,�..:.. . .� .�� /. "�. . . . . / / . �. �P. ( �� . ,.y \ , / / / / /\ , .� f � v:�.��._e__ �\. \ \ \ � , .� � ,�\��\� � ,�� ,� �. - � �— � �,� J � � � �� z f � l�.�. � 1'� , : 3 l�J� � C"r` f � �.� � o� ,� _ ,_ �, ,, , ,, SGAI.� 1/2 1 0 _ _ 5GA � 1/2 1 0 �� 4�5.m 1- _ _ c,� _ �G.m s �.� irt � m � � �� REFERENCE I _ . NORTH , i , �icH d . ,, i � u � '*z% , _ � a , - > , , : ' ( , • • IT R P` NNING INT RIORS' , i ARCH ECTU E LA E � , : , , , , , � ; , q , 1730 BLAK STREET SUITE 435 E � DENVER COLORADO 80 Q2 � 2 , 303 297 3334 FAX 303 292 2 O1. 6 ■ ■ ■ ■ � ■ ■ ■ � ■ ■ � 6. . .. . � . . . ... . . . . . . . . � � . . . ... . . . . . � . � � . � . . � .. � . � .. �. . . . . . .. � . . . � . . � . � . . . � . . . . . . . � � � : � . � .� � � � � . � � . .. . . . � .. .. � . . .. . � ..�� . . . . . . . . ' . . � . � . � . . . . . � . . . . . . � � . � � � . . � � � . � � �� . . .. . . . . .. . ..., . � . . . . . . . . . . .. . � . � . � . � . . '. � . I . . � . . .� . . � .. � . . . . . . . . � . . � � . � . . � . . . . .. . � � . .. . .. . � . . . . . . . . . � . . . .. . � ... � . . . � . . . . � .. . . .. . � . � � � . . . � . . � . . � . . � . . . . . . . . � . . . . . . . . . . � .. . . . � .. . . . . . . . � . . . � . . . . .. . � . .. . . . . . . . . . . .. . .. . . ... . . . � . . . �. . � � . . . . . .. . � � � . .. . . . � � � . . . � . . . . . . . . . . . .. . .. � . . . . .. . . � � � . . . / � �� - � . '�. � . . . . . . . . . . : . .. . . . . . ... . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F . � O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . � . . I . . � � . . . � . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . ,n . A . � . . . . . .. . . . . . . . . . . . . . . .. . . . . . � � . . . . . . . .. � � � . . ' .. . .. . . . . . . . . . . . . . . . . . . � . . � . . .. . . . .. �� . . . . . . . . . . . ... ., . . . . . . . . . . . . . . . . . . . . . . .. � . . . . . . .. . .. r �... /�,7 . ... . . . . . . . . . . . .. . . . . . . . . . . . . , . . .. . . � . . . . �� .. fw �� : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. � . � . . . . . . � . .. . . . . . .. . .� .� . . .. � : .. . . . . . . . . . . . . . . . . . . � N i .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. ; . . .. .� . . � . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . � .�. . . ' ./ .��: . ��... . . . . . ... . . . . . . . . . . . � . . . . . ; �:.. . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . .. . .. . . . . . . . . � . ... . . . .. . . . . . . . . . . . . . � . � . . . . . . . . . .. .. . . .. .�.�. �. !(�� . . . ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . � . . . . . . . . . � � � �� . ,,... ... ..� . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . � . . . . . . . - . . . .. � . . . . . . :.� r i�'w . .. . .. . . . . . . . . . . .. . . . . . .. ... � .. . . . . .. . � . . . . . � .. � �. . . . . .. � � . . . . � . � . . . . � � � � . .. . . � .� � � � . . � � . . . � . . . . . . . . . u . . � o . � . . .. . . . . .. . . .. . . . . . . . . . .. . . . . . . . . . . . . �n� . 1 r � r, _I _ � � �� . � STOR�E , C.�.ti�� . .�L G. ; � �. i �`'� � , , , . _ _ � � e � t � � rl� # � �_� e _� r.o. P�,aTE � ,� r� � , � , . � ,.� � � � � , . . , ., � , . � � � . . . . . . . . . . . . . . . . . �� 1 . . . . . . . . . . . . . . . . . . . . . : . . .. . . . . � .. . . .. . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . {,.. w�...s wr . f . � . . . .. . � . . . . . . . . . .. . . . . . . . . .. . � � � . . . . . � . � . � . . � . . . � . . . . � . . . . ... � . � .. . � . . . . . . � . � � . . . . . . . . � � . . ..� .. . . . . 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V n .. . .. . � . . . . . . . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . p{V � �. . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � (A . � :.: .. �. .�. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . .. . � . . . . . . . . . . . . . . �� 6'a . ��. .. �: . . .. . . . . . . . . . . � . . . . � . . . . , . . . . . . . I > . . . I .�� .:. .. � �. .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . �.... . � . . . .. . � � . . . . .. .. . . . . . . . �. 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I 11 � � � , 17. 5 3 3 � TY . � t . ' P YP , � I � � �•-� , ; �, ; � , �, , � ` � : _ _ � d" Ml�i' _ � N A6.3 LaNn�t�Cs �nrv 00 r~�'` � _ n , _ � , U 3T �?001"I ? 0 C� E - CY'�` , — � . � , , � � a<w sr - ort = D ONE RAND . � : � , _, , ' � GOU BROKEN RSED , � � 1J � �� , = , � : , — r i I . �� e , _ :,.: Y .BOA � . ... � G P RD PRECAST STONE .._. (� CO UMN :5 GTU � tRU RAL i � � i , _ _ , _ _ , ��Y � _ i �_� � = T — - � — _ ' �� , , - — — — � �—� —�� o. � � 1 TYP.N051P1Cs : — — — — — � — — — — — 7 PF. NTR1' L Y �. �. I �Nl R1' LE1l�� E E �� — — — — — � � , � �� , � _ _ - — — — — — , EL. 100 0 - — — — — — � , — — — — — , — — — — (—�� —��—�� T�� (� �=� Q . i = T = � = = ; - - — — —�� — —�� , �- — — — — � � , — — — — — �— — — — � �� —� � � � � � � - — — — -�- — � T� � _ �� —�� , , . �� a — — — — — �� — — — — — — , . 9 - GR�4UJL _ � - _I I I_i l 1-111 I I I_ I � _ _ _ _ �^!�o , T ._ — � — = � . , , , . Th mfor t c n � m h � — T ` — � - e ma �on o ta ned t �s draw�n � � � � �� iQ� � 0 � — — — — — — 9 � _ _� .� �i � ,n . . . . - — — — — — , � � or I . _ file is mtended f use on on this - — — — — — _ Y , �� ) � �� _,�, •— — — — — , c.� — - - - � ro' ct. Unau hori rod c ' or — e t zed re u tion use : —� � �— — �— —�� P J P ( �� . ¢ SP�4C .. d . . . . . . . . . . �• � . . . . . . . . . . . . . _ — _ _ — . . . . . . . . . . . . . . . �- . .. . ,, _ i a r ' h r r ' i er ' _ _ in ot e o ects s not mitted. The �IcA — — — . P 1 P �— — — — — . .. N IIi III III III I — — _ _ � � Mulhem Grou Ltd. assumes' na t�abilit f r ' � ; � p� y o _ I — — — — . . — �— —� a �� _ � � l .fl _ _ _ _ _ unauthorized re roduction chan es to or � OC P . 9 I — — — — � . . . . � . , - - - - use of the information co to�ned herem. � � n �� , � � . . . . . . . . . _ —_ . . . . . . . . . . . . . . U . .� /.� .. . . N . . . . . . . � i _T . . . . . . . . . � . . . . �. . s � I '1t 3 4 . . . . . . b 3 t . TYP 1�P — — — . The information contam d herem a � � � — � . e s � . �� .. . . . . . . . . . . . . . ' I_ _ . .. � . . . . . . . .. . . . . .. . . . .. . . . . . . . . . . . � . .. . . . . . � � . . � . � f! . :...N : . . . � . �.� . . . . . . . . / / . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . � A62. � , _ P rov�ded on an as �s basis. The Mulhern . . , . , : , � Grou di claims all warran ies wit r s t h e ard ; P 9 UJ . UJ/ � � . . . . . .P 1'1E1"18RANE . � � to the data contamed �n th�s drawm file , 9 , . � , � � . a to r of h L,4N INCs nd the erfo mance t e del�ve PIL7ER�,4BRICS D m�r . . p rY d � r. . . . . . . , � med�a mcludm all �m i�ed warrant�e of � i , g p s s � � • _ f' . Ih a tness The Mu ern Gr u Lt as u . � _ A i o d. s mes � p� , , � - . . . .. . no obli on orJi ili f � � ati s ab ties or dama es . _ � G G T 9 9 L 3� , , . . . . . , , , i inciud n but not limited to conse ue�t� , a c1 , , al �. 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O o o • �31 . �A o P B RD 0 0 . � ---J � R ISION ' i o a DATE Ev PEi�FORATfD P PE S T , o , . o � .V 0 _ � ;.�... . . . .. . . . . . .. . � QJt��i � t� � . . . . . . . . . . . . . . . . � . � . . . . � . . . . � . . . . . . ... . . � . . �� . ..� . .. . . . � . . . . . . . �� 1� . . . . . . c---� . 12/20/04 PRICING SET i . � l a. . . � � RE. 501 S PO T n a L RE R i - a► 3 8 ---� � � .S . � 1 a _:_._� �'1 , � , - CsARDEN �Y� PF. L � , : :: a . � �. . . . . . . . . . . . � .. . . . . . . . . . . . . . � .. � � . . .. � - . � �.. . . �� . � � . . . � . . . � �� . . . .. . . . . . .. . ... . � . .. ' �. � d .. . . .. . . . .. . .. . . . . . . . . . . .. . .. � . � . � .. � .. . . .. . . . . � . . . . . . . . � . . . . � . . � . . � �. . . � . � . � . . . . . . . . . .. . . . . � . . . .. � . � . . . � . . . . �. � . . � � . . . . . .. . . . . . . .� � . . � . . . � . . . � .. . . . . .... � . � . ..4 .. ��.. . . � . . � � . � . . � . . . . .. . . . . . . . . . . . � . . .. . . . . . . . . . . . � . . , . . . .. . . . . .. . . . . � . .. � . � .. � .. � . � . � �.. ' �. , � .. � . . . . . � � .. � . .. � � . � . . . � . .. �. . � . . . . . � . . . . � . . . , . " . _ PROJECT NUMB R: . E 98043 DRAWN Y: NO 1 COORDINAt�/1/ERIFY B �K ; , _.�. , . C A � MINCs , Al.l. L� R RA CHECKED BY. :MGM IM SIONS SHOIt�I WItN G Etd � P.�-,. ... . . _ � .�,.� .p.�,, .�-.---�. , ,.�__ �.__ , ., CRIPTION. . ., � ; , � . StAIR FABRICAtOR BEFORE g ` �"i,, . . ,*: f � ��3 tl�� ,r , � FRAM S R OPEN NG5 _ , � . � � `� . T! � � WALL S C JNS r � E � � f� , , � �'' , � ._ � �. � . . , . �. t .. . .� _ � � _ _ , � � � . _ _ , � , �tY .� . � _ , P , � ry � ,. ... _. . , : , , . a ; , . � > . �� _ �. , __ ..� _.� _� ,: , . �� _ . < � �.. _ �. . .. . n: i�E _ , � � c� � o� � � z . u�,� � ��r � o� z K �_ �_� . _ � �� . ._ �_ � ,, � �, . �� _ , �, � . . � �..�M.�,,:. � . _ _ . , _ _ � SG,4LE . I/2 1 0 SGALE /2 1 m , � �.�. �.�. , . � g �A � , � , -. _ ■ � . F R , RE E ENCE _ ' N• � . 0 RTH Nicani � � � _ _ , , , � � .; �. ', ti ,4(02. � , � � -..� 1 . . _ P NNING INTERIORS ' 1 ARCHITECTURE IA . � , ` ` 1 � ( _T.D. PLATE , I � I . 1730 BLAKE STRE ET SUITE 435; ' R` COLORADO 8Q202 D NV � I I E E 9 FAX 303 292 2 41 343 2 7 3334 6 I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ '■ . � I � l _ �: o �� 0 � � � � � . .� � , � , � � , 0 � cr�_ r_ � r.'l:�L G. �,: � . � P � � ^� . . . . . .. . . . . . . . . . . . . . . . . . .. . . t . t. P . r 1 .. _ ,.. ."� _ ' j .. . . . . . . . . . . . . . �e'� , . f . M . . . . . . . .. . . �.v�`e J . . . . . . . . . . . . � . . . . . . . . .. �..._..� T .r P .Z h1� ,4L PLA7� ON �16 . _ _ � � � � MICA � . . . � . _. � , � , � , _ , 1 . % , tHREADED ROD OYER �...L.� 9 e..:,..��. _ c`" � , _ � F.P.YENT _ > _ - � • G � R �! 1"��43t i� ......�- � .._ _ E -,-„ 3 , _ � A6.3 1"� �3 t�RGO , E I S.O. A GH F AMI R R NCs _ � � I . - . . . � . 15E ,4N I1�lCs _ . . R4 D P EL _ . , _ � _ � � � _ . .... ; � � ' � . O. F.F. � � . � � T. T.O. ..� ...� �,r . P�.ATE �� , � , � � , � . _ , F � � � , � � � �-- --=-------- � � , , �� , � � _ ► � . � . I�.� . � � , . , � l3 � W � � ; � — � � A6.3 � � � . s , � � ,,,y � � � � �I I : I I ..� � �. �... � �� n � I I �r v L � � z � I I � � I `��' ,...�, ..: .. .... .: :. � I . . ..... . . . . ...:.�.. I . .. 1�1 . � � . � � .� � � � � . . � . . . . . . . . � . . . .�:� � .e� .. ... ...�. .. . . .��. . . . . .� . . . . . . . . . . . . .. . . . . . . �,�. . � � � . , ASHLAR PAtERN i i ASNLAR PAtE�I �.:; �T� ��r . ..:_ t i ::.. ... :. , .. F�++�1 � : N ... . . . . . . . 0 . t � .. . . s � � � . � r� �. � 5 �u � � . OAIE AL BE D i . � _ � .. ;. � o , . . � , ... � _ a _ _ � a � � . � � � _ , , : 19 � : .: � , , : � _ � � . � . . , . o - . k ��..� , IT N a � . E _ _ � � � A 62. , ... � , , . � � ; , , l � ; � � M�i � ., i � i 1 , i i � � , _ .: i i : � � � i i i , i i — — � , i � i � ' � _ i _ �" , i — _I � , � i r � � i 3 � I l � _� � � I , c� � � 4.: � . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . r , , � � � � , , , , � � � , , � , : , , , � :_. _ � � :. _ - , , , � � , , , � , , � , NT V F. �. : i � R �.E EL i i _ I = � G� � , �� _ _ _ . :. EL. I m m � „ �D. T F . f� A OOM F i . RE R i a. a. . d . . . . . a . a . I a: : . , a . . .. . . . . .. f : ;. . � �: — -- — — --- --- --- — � . = 9 -0 .. E 9 . . . .. - -. — �. .. . . .. . . . . . . .. . . .. _.._-_ . . . . . . . � . . •..- . . , • ..� . � . • . y. ... .� . .... • • .�. •.. . . . . . �_.-._. �..._— �__ �- . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . 1.. . . . . . �.. , . . . — . . . . . ..�. . �t�.� . . .. I .. • .. . .. . . s . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . .. �.�� :.:: . � . . . . . . . . . .. ' � I � . . . . . . . � . . ... .. . .. � . � .. . .. DE K ( - , � � � _ ".,._ _ � _... ..,..... _ � � ' 2 � A6.3 OPP. _ � � . w . . . .. � � .. . � . � . � . . . . . . . .. .. � .. . � � � �. . . . � . .. . . ... N. . .. . . . . . . . . . . . . . . . . . � . � � . � � . . � � � � . . . � . .. . . � . . . . . . . . .. _ . .. . . . .. . . . . . . . . . � � . :: .. �.:'. .. . . . . . . . . . . �. � . . . . . . . . .. � . . . . . . . . . .. � . � . .. . . . . . . . . . . . . . . . . . . . . . � . � . . . . � . � . . . . � . � . . . . . �� . � . . . ' .. .. � . . � . . . . � . .. � .. . 0 The information contained in this drawin � 9 f. . . for e nl on this le �s mt nded u o _ � e s y � - ' ori r roduc ion or ,, cnt� ro ect. Unauth zed e t use P 1 P .. . . . � � N� �. . . . � . � . . . . . . . . .� . � � � . . � . .. . . . . . . . . . . . . . . ... . . . . � . . . . . . . . . . . . . . . . � . � . . . . . . � . . . .. . � . . � . . . ��... e � .. . . � . . . . . . - . .. � . � . . . . . . . . . . . . . . . . . .. . . � . . . . � .. . � . . . . . . .. . . . . . . . . . . . . . � � m other ro ects is not' ermitted. The s _ P J P 0 . ' e no li ili r Mulhem Grou Ltd assum s ab t fq .– P� Y :unauthori e re oduction chan es to or zd r � P , 9 2 1 , r . tai e her i . 3NAKERTOII�I use of the info motion' con n d e n � �46.3 .3 . . . . ,4�0 Th infor ation contamed her m cs'` � G�DAR SHINC�L�S e m e � ... . . . � . . ... .. . .. . . . . . � . . . . �. . . . . . . . � . . . . . � . � . . . . . . . . . . .. . . . . . � . . . . � . . . .. ff �. M. .� .. T rovid d n an, as � basis. The Mul em � P e a s h /•I,�o.3 — , : . . , Grou disclaims aU warranties with re ard , P 9 he d ntai ed in this d awin file � to t ata co n r 9 t or n of the del'v and o the erf ma ce i P erY _ , me ia in ludin "all i lied warrantie of I d c ro s PA N'I'�D �XPOSPD , 9 P _ • Ih r f tness. The Mu e n Grou Ltd. assumes uN ar�a�w a cN i P , FO D ALL M t : P�4M f Y RO M . . . .. . l L O � � o bli n or liabiliti s for ama es ; , CO GA51' 'C n o gatio s e d g , , LO�D S 0� . , , , ..... ..... .. .,...:.:. � i t u ,. .. .. .. . mclud n but not I mited o conse enti�l .. .. . :. >.... . .. . . .. . . . . .. . . _ .. 9 . q ..:..: ..... ...: .>._ � _. .,.. . .. . es." r sin o of r in c�nnecti n . . , damn a i ut o 0 T.O. .�. ' ,. .. . .. . . . . 9 9 I ; I . . CANC.BLOCK with the use or erformance of this - � N�G I�O i"i � p U O . . . . . p�T�� d n fl a d its delwe media � . rawi g i e n rY . � . . .. . . . . � . � � . . . . . . . . . � . . . . . . . . . . . .. . . . . . . . �: .. . . , . .�.. . .... p .. .. . .. . .. � . . . . . . . . . . � . . � . . . . . : - . I�D. . . . ,4� Q ,Q� _ . .. . . . . ... ... . P E . . .. � R , I I :. .. .. .... �...,. : .. .� :. . : :. . > o 0 , . . � . : � . F.�. ... _ . . . . . . , A REVISION"' . 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StRIJCt. ,. o / , \ \ \ \ . \ \ � � � � � \ \ � � � � � � P�asric sN��tir� . \ \ \ \ \ / . : a \ / / / / / �"/ / / / / / / / a . . � / / / / / / / / / / / / / / / / / / / / . � / /- / / / / / / / / / / / � / / / / / / / / / / f / . � � . / \ / / / / / / / / / / RE SOILS R� T � � � � � � .� � � � � � � � � � � � f � � POR � � /� � � � � \ � � � � � � � � � � � � � � � � � � � � �� , � � � \� r � , � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . . \ r, � � � � � � � � � � � � � \ � \ \ \ \ \ \ \ \ i\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �, / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / / / / / / / � / / / / / i , ,. i, � / � , /� / / / / / / / / f / / / / / i / / / / / / / / / / / / / / / / . / . / / / / / / / / / / / / / / / / / / i �/ /� / / / / / / / � / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � . \, \ \ \ \ \ \ \ \ \ \ \ \ � . � \ \ \ ��\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ / / / / / / / / / / / / / / r / / / / / / / / / / / � � � � � PROJECT NUMBER. � 98043 / / / / / / / / / / / / / / / / / / / / / / � / / / / / / / / / / / / / / , � / / / / / / / / / / � / / / / / / / / / / / l / / . \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ � � � . \ �\ ,�\ ,�\ ,�\ ,�\ , \ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ RAWN Y. A < / D B � � � � � � � � � � � � � � � � � � � i f, / � � � i ,/�,/�,/i / / / / / , / �, /�,/ , i, / /� �,/i / / / / / / / i,. /% /�. �% �,. ,. �� / �. /�. �. /�. /i� / . K Y: CHEC ED B M .M - - ESCRIPTION: D i � � T� � . WALL SEC �NS - � �,.� �.0, ,,� ,, '� � ,= 4 �,; � C 0� .,� R , . � � � � C'� f O � �� . � UJ � 1�1 �� t ,J: � ,1 t: , � «., g p'Ci f !J1 ,l; / pj j� � .. . . . . . � . . . . . . . .. . . . . . . . . II � . i� ❑. ...: . . . . . . . . . � . . . . . . . . .. . . . . �+, r, � ., ; (,;. . �; .`. f. . . . . . . . . . . . . . � . . . . . . . . . . . . .. . . . . . .. .... l.A ...1 . .: F.. . . . . .� ��.. . � �� . �� . . . . . . � . . . . . . . . . . . . . . . . . . ..r, . .. . . . . . � . . . .. . . .. . . . . . . . . . .. . ..._ . . a. f. . t �� . , �� . . . . . . . . .n . . . . . . . . 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S I � �' u/ �l/it! . _ 6 _. . - .. � . . _._ . ; , , ; . ; , ,� ; ; , _ � �-�-,c � ,,. oESCRiPT�oN, R DETAIL � � � � �o� s� , , , T' 7� , , _ ,. , _�_ � s, , , � . � � u , , , . ., _ � _ - , , � :, . .:, , � „ , _,. � �.. .__ ; ,� � + ,� ..._. .�;.. � .�._.� 4 ..., . . .. . ...,._, �� . E . . . . . .. . . . . . . . . . . . . . � . �. � . . . � � . . . � . . . . . . . :'w._ �. . ., . . ,- .. . . . . . ��.. . . ., . . 4.. .. t � �.S . � N ,. , _ 1 , �� r � � T ., _ .� / �r.�� , . _ .� +�� F ; � � � p � : ..._ _.� �_ , r._ ,� . . . . . . . . . . . . . . :. . . . . . . . . , r t.. , f._.. t': ., ,5,....r . . . . . . : . . . .. . . . ... . . . . . . �.�.� .fr .. . ...-..a r� . . . . . . .. 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REFERENCE , . � , ; , , _ , . , _. ; ; ;: : : ; , ; � ; ; , , . . , , :�� .. , � . , , , . ; : NORTH � , , ,�, _ .. . . . .. .. . .. . . . .. � .. . . . . . � . � . � . � : . ... � � . �� .'.�.� . . � : �.�:. . . . . . . :�. I . ..�.� ` .. i ' . . . � . � . . � � � . . . . . . . � i � . .. . . . .. . . � � . . . .. . . � : . :.r � i : . .. .� •:: � . : . � � .�: . .,: . . . � . . . . . . �.. :l . .. . . . . . . . . . . . . . : . .. . . ' ' . 'I: : _. . . . . . . . . . . . . . . . . . . . . . � . .. . . . . . .� :.. . . . . � ..� � � . . . � . . . . . . . . . . .. .. . . . � � . � . . � . � . . . . . ... . . . . I.. � .. � . .:' ' . . . .,. :� r. �. . �. : � � . . . . . . . � . . . . . . . . .. . � . .' . . . . . . . . . . . . � :''! : . . . � � '. ... . I:'� . . . . . ( ...... �� . . . . . . . . . , ; _ NICHOLS � : , . , �., � E , , � �', � I � , �- � � � ..�.. . .� . 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' � 6 0 � � �� , � �� . �� _ ; _ _ 6 0 � , _ _ _ 8 0 � 80 60 100 Z0 b0 � ,, 2-0 - � 8 0 . i • INT , ARCHITECTURE PLANN NG ERIORS � � � � � � � " � � � � � � �� ; = 4-0 � � � i� i� i � rt , e , � � i � � i � i � r � �_ � _ _ , i � i � i � r � _ _ � � �, n .�� . .�; � . . �� N . � � . . . . .. . . . . . . . . . . . . . . : NGY � � � ■ ■ � � ■ � ■ ■ � ■ ■ ■ EMERGE ■ � � _ ■ � � � � . � ■ . ■ ■ � � � � � � 0 0 . °EC�sRE58 ; _ , _ v � . . � � . � i i i : • _ ,\ a e ; . . 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B L DE R E � '. � , : �� , _ - _ 3. JN5UL,4tINC� CxLASB Tl"PIGAL. SC,4 1/ - L� � L � . ' a a . � �F. C�L S5 DENOt�D tNUS O 15 tEMP�RED GL S5 ° �. IN ;455 t'1' . SS 07N IS NOT . , 5. AL� UNItS A�.UMINUM G1�AD WOOD WItH INSULAt Cs CsL P, L1N1..E ERW � ED , The infor ation contai ed in this dr wi m n a n DASIS OP DESICxN. E�4CsLE WINDOWS. 9 . . . . � . � f le �s �ntended for u e onl on this OlJ f U11tH WIN OUJ i'1ANUF,4GtU i s Y , 6. ALL'UJINDOW DIMENSIONS ARE NOMfNAL AND SH LD B� VERIF ED D RER . . . � � � �- ro ect. Unauthor�zed re roduc ion or u ,, , P J P t se , IF N N T ,488L1 tNAt GONSt Gt UJIN OlUS lUl A L t0 ROOP CUR S. . . . . . 'i. �IELD YER Y RADII OF CURYED OPE I Cx8 O RE RlJ ED D LL BE P R4L EL 1/E , _ . m other ro ects is not ermitted. The ; P 1 P � Mulhem Grou td. a sumes no liabilit r ! P� L s y fo . unouthorized re roduction chan es to or ' p , g . . . . I use of the mfarmation contained herein. " Th infor f c nt in d herein i e ma ion o a e as „ , „ , ; , rovided on an as-i basis. 1'he Mulh m P s e � ro di clai all warran ies w'th r G u s ms t i e ard P 9 � . . . . . i �� ai n to the data cont ne in this d ow�n f� � , , � � � �� u � �� u �� u � u d r le � � _ . _ . _ . _ � �� 9 _ . _ . . 2 � �� . 1 4 m 3 0 8 3 0 2 0 . 3 0 2 8 2 8 2 6 2 m 6 2 0 _ 8 f� 2 m , and to the erformance of the del�ve P rY , . media includin oD i lied warranties of � m � �� ; 9 P , 3-0 . i � � � �' � �� f tness. The ulhern G ou Lt . su � �� ` i M r d as mes � p� � . . . .. . no obl� ations or Uabilities for dama es ' : 9 9 . i includi but not limit d to oonse uen ' �. n e tia . . I 9 q . . , , � � � , , dama es ansm out of or in connection 9 9 , ❑ o o aQ . . ❑ o oa o 00 � � � � � � � with the use or performance of this �tt . . . . . '� drawin file and �ts delrve media ` 9 rY � _ , i � � � � � � � � � � � � � � � � � _ i _ 0 _ i _ / / i / � oaoo i / ❑ o 0o aa ao o , , a , _ ❑ a , , , � � � � 0 a / a / � �, �a � , � _ _ , � � _ _ _ REVISION DATE � � � � r _ tA � � � � � � � � � � � � � ) � � � ' � � � � _ oa � ❑ a oa ao 0o ao 0 , 10/10/0 i�EizMIT SET , I.III IIII IIII IIII , ` �� , \ \ h NICsH � 12/2�/� (GINC� S T IIII IIII 1III IIII PR E � � , : � ,, � \ \ T L� CURB ❑ ❑ oa oa oo aa o � � � _ �� ; �oTu � SEp � - 3 1 12 5 6 � S 9 0 1I 13 ' 1 2 14 15 16 _ a o � o � o 0 0 0 0 0 0 0 0 0 0 0 �_�o . . � � � . B L D . ' D UJD B LD , , , , lU , l A � I F lU . 5T W . 8 A . 4 AN D CL D B OLD D EEL FACED INSUL. UJ . ,4N OG t OOR UJD. S ANEL D P NEL UJA P EL , U1D. IGLAD) tEMP. C�L�43S , , , D 8 P EL P kE D P , U1D., (CLAD) STEEL. BTEEL (1,U0017 YENEER), NOT UBED 8 PANEL �4 PANEL �� , 8 SD I I tEMPERED' � PANEL PANEL,PAINt, SDLID CORE WD. PANEL SOLID CORE SOLID GORE L D CORE I 7EMPERED tEMPERED SNOWER DOOR , .S INSULI�TED INSULAtED UPUTARL7 , . NOL OW CORE HO LOIU GORE , � SEAL, TNRESHOLD PAINt 50LID CORE PAINT PAINt P,41NT � , �- , INSUL. CsLASS INSUL. CsLASS IN . Cs AS HOLLOUI GORE, 3UL L 8 AGGESS NAtCH A tl N . CTINCx SEC O AL PROJECT Nl1MBER. �� „ ,, „ t 98 P�41N PAIN7 043 1 3/4 tHICK 2f� MIN. FRAME PAINt 1 3/�F THICK 1 3/8 TNICK 1 3/8 tNICK INSUIING �RENGN INSWINCs FRENCH INSWIN F NGH , P,41Nt , , Cx RE P,41Nt � �� , 1 t�MPERED INSUL. �� 13/8 tNfGK 13/8 TNtGK � �� I3/�F tHICK �t t 13/8 tNICK • , . GLOSER E I 3/4 tNICK 1 3/ HICK 1 3/4 tNICK GLASS 8tA1N DRAWN BY. ,Q{< , , 5M S A OKE E L , , . �I _ NE K Y. C CEDB 1"1 I"� � � � 3 �a »,a TN N ' 5 S OLD RE � O � � � _ , u , � - i t 3/4 THICK M,4NUPACTU Y. . � �� RED 8 � _ T . _ � DESCRIP 10N m +�i�N UJIN OUJ AN , ,� Z? D 2 -�o WI OG t 00 OCKET DOO � DE P KE D R P R @ , I , .� ._. . . ._,_:�_._ DE91C�sNER DOORS NG. � ;;: .r.�..,, _ , . . , -_.� � IUD. S PaNEL UJD. 8 PANEL , � , � , , ,� I�OOi� SGHEDU 5 ., . LE . � � . , � ; as� rROY st �r . � , e � . : , � � m . . ,� SO f CO 50 t G ,. �, � � , .� r L D RE L D ORE _ , , _ ,.. _ , � _ . ,�, . ,. . . r ._ ,.,. , � . � : . �, � . I F,4 S L' R W 5�4022 _ vE LL R __ � , � � �� , � : e _� __ __ , . �_ . _ � I 3/S tHICK 13/S TNICK .. _.. __� __ .. � / ' __..r � t . . � , - / E� ,.. � ti.,,,_ � E��,.---':��, :, � , _: _. .,, .h� <,,, � �< .�, �.. __. � _ � .�,,.._ w, � ~^ �� !� � � � � � � . � � � u � �� , _ _ _ REF RENCE ' ■ SGA � 1/� - 1 � E , L � N RTH , 0 � i , � NI�J� LS �� 0 . r , � �.'' . ; � i , , , , �. ., . � , ; �� _ . . , AR HIT T R PLANNING INTERIORS C EC U E . : ; , , � _ ' � '� , ; ; , i ! i ; � , � i II , ;. . 1730 BIAKE STREET SUITE 435 : � , � . . . �. .�s . . . � . .. . . . . . . � .. . .. . � � . � � � . . � �. . � � . � . � . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . , . . .. . � . . .. . . . . . .. � . '��I DENVER COLORADO 80202 , , ° 7 4 FAX 303 292 2601 — ■�� `303 29 333 ' i : � , ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ , � , / $ . , / ! , I ', / ` ''�; / ,: F CO ^ , . . .. . . . .. . . . . . . . . . . . . . .. . . . .. . .� . . . . � O � . .�(/ � . .. .....��4 . . . . . . . . . . . . . . . . �:... . . .. .� . . . . . � .. � . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . �. � � � �. . . � �. Y .�� .. . . . . . . . . . . . . . . . .. . . .. . . . . . : - ..� / � . . :. . . . . . � .. . . . I . .� .. . . . . . �. . .. . . . . . . . . .. . . . . � . � . . . . . ' . . . � . . . � � � � � � �� A � . � � ` . . . . . . . . . . . . . . . . . . - . � . . � � . . . . .. . . . � . . . . . .. � � . . . . . � .. . . . . . . . .. . . . �� .. . -( �� . . .. � .., . . ... . . . . . . . .. . . .. � � . . � . . � � . � . .. . . . � . . .. . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . �. . � . � . . 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', _ . .. - � . .. . , , al-U— . _. � ..,:, . . � ..... .._ IN IN .... .. .....,_ FO G G O t — - = I I RE R R S EEL � � — � �� A _� COLIaMN . . � . � . � . . . � .. � .� . . . .. � . .. � . . � � . .. . . . . � . . � � . . � . . . .. . . -. . � � . . . . . . . N . . . � . � ' . . � . . � . . . � . . .i � . . � .. . . . . . . . . . . . � . . . . . . . .. . � .. . �� . . . . . . . . . . . . . . . � . . . . . . .. . � � . i. � � . �. � .. . � � . . � . . , . . . .. . . . . . . . .. � � . . � � .. . . . . . � . . . . . . .. . � . . � I � .. . ...• . � . . .. . .. . . . . . . . . . . . . , - � /�A * /'�/� A . .� . . . . � . . . . . .. . � .. �. . . . � . . ( . : . � . . .. .� .:. .� . . . . . . . . . . � . . .�.� . . . . . . . . . .. . . �.'... • VfiSI�Vf"1 f"1 0 � . . . . . �� , .. ;.: . . .. PRE P B YE ' � .: , .. :: _ I -� I � � , ., ; �� Th information c n ined in this drawin ; e o ta _ 9 1 0 . . . . � i I h file s mtended for use on on t is Y r • ri r r in r � o ect. Unautho zed e oduct o o u � P 1 P se , p. , . . . . , _ �� m other ro ects �s not ermitted. The , d 2 0 P 1 P - Ih rn r m n li ili ! Mu e G ou Ltd. assu es o ab t for i P. Y �� , , i 1 (?Y ) n h r i r e r i n h a n e s t r P, u aut o zed oduct o , c o o i P 5 , ; , , , , � n use of the �nformotion co to�ned herein. � > Th inform i n n in h r in : e at o co to ed e e as , „ . �„ . � Pv� – i ro ded on an as �s basis. The Mulhem Grou disclaims alf warranties with �e r ' �� . ` P 9 ad � �I f I �I to the data contained in this drawing file ��1 �1 � �� 1 . 6 � . � � �t ��I �k �� n h rf rm n f h liv r Z �` �� a d to t e e o a ce o t e de e . P , , , Y . � , , ; �E r7 r4�.� , � �� i i w rr i _ _ „ � �� medio, ncludm all im I ed a ant es of _ , - - - _ 9 p 1 1 � At CxARAC�sE RATED t11�4 ' _ . (� LL 1 1 f� A7 PATIO aND DEGIG �.� A6.1 fitness. The Mulhem Group, Ltd. assumes , no obii ations or liabilities for damo es , 9 9 � includin but not limi ed to conse uenti I i � t � a O 9 G , dama es arisin out of' or in c:onnection ! 9 9 with the use or erform hce of this i P a drawin file and its delive media. ` 9 rY : ; � REVISION , DATE I� � . ; 12/20/OOP ICING SET i v �� CURB 4 INOMINAL)DEEP , _ AN TON AI IN M ' S DS � L D RANDO 2 � ' . ' ASN A AT7 ', BROKEN L R P E�t 4 �- - - - - - - = -- .. n n - " �2 , 4 X1 t D X S 6 C.M.U.CsROIJ ED so i . st ctu � L D RE RlJ RAL OR , � � , , �J �� 8 - � � , IN IN i � : � RE FORC G I- , , I , ' � I �� ; a 12 t l AT L� S� � E , a , a a � - , . , � ° . . . .... . , . . .. � . : . � . .... ... ' — -------------------- ---- --------------------- � . . . . . . . . . .. . � . � . . . .. � . . . . . . . .� . � . . . . . . r. .r--a �r�--s�r�-_,--�= i.�------ . . � � . - . . . . 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RAW N Y < <. , _ - D B . �1�1W � ; � . . .. . � . . � . . . . . . . . . . . . . � � � � � . . . . �� . . . . � . .. . . � . . . . . . . . . . . . . . . . .. .. . � � . � � .a. . —� . .. . . . � .. . . . . . . . . � . �: . . � . : � � � � � � . . . . . . � . � � . . . � . . . . .a (��(''� ��.��(`�' . . . . . � . ///'''�� A '. �I � � � . . . � . . . . � .. . . . . � . . . . . . . . � . . . � . . . . . . . . . . � . . . . . . . . . . . . � . . . . ° . o � � � � � � � � . . . . . � � . � . . . 1'�/' � . � . . . . . . . . . � . . . . . �/ `./ . � ` � '� � H K Y , C EC ED B : . o 0 o a , � . � �� . . . . . . . . . . . . . . . . . . . . . . . . . a ... . . .� �. � . � 0 � � . . � .��V1�1 ..I i . .> . . . . . .�: , � . . . . . . . . . . .. . . . . . . . � . . � . . . � . . � . . . � . . ... . .. .. � . . . . . . ... . a . .. . e. , � . . . . � . � . . . . . . . . .. . . . . . . . . . . .. . . . . . . . �, � : . �� 0 � . . _ . a, . . GO OO OODOOO� ! , a . . � . . . . . . . . ...� . . . . . . . . . . . . .. . . . .. ._ . . . . . . . � • . �e . . . . . . . . . . . . � .I , � . . . . . �.� : . �.� . . . . ��.� . . . .. � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. � . � . . � . � . . . � . d . . .a .e . .. � . . . . .. ; DESCRIPTION. . . . e .• O O O O O . � � � ' � � ,_. _ , , o o a ,.,.._ _.--. �.., . 0 0 0 0 0 o � �. _. . a .._ _ 1 e . . . . u� ... ,�. , . o0 000�00 000 00 , R. � 0 0 �, ,, , : i � . . . . . . . . . . . . . . . . . . . . . . . .. � . . � . . . . � � . � � . . � � . ° � � e . .. . . � f .`4� . .... .. . � .. . . . . . . . . . . . . . . . . . . . . . . . �- � e . .� . a . � . � , . ,,1 .,. � i e . � �. �.. �.l }. . �. f f} E E � r . .� XT RIOR DETAILS . . .. . . . . . . . . . .. . . . . � . . . . . . . . . . .:. . . . . . .. . . � . .. . . . . . . . . . . .0 F. . . . . . . �� . . ,. ./ .. �.� .�; � . . � . . . . . .. . .. . . . . . . . . � . . � . . � . . . . . . . � . . � .. 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TRIM SOUTH WEST E ST d tI1.E R,4� SOUTH WEST (TYP.) �rou d�sciams all warrant�es with re ord NORTH AST p e he i . �. . . to t duta conta ned �n t is drawm f�l.e REC 58E t,P.HOLDE . 9 E D R and to the erFormance 'of the delrve P rY media includi all ' ' d arra ie , n im he w nt s of N_ . .S CIFICATIONS . 9 P Q�€ RE f'E fitness. The Mulhern Grou Ltd.'assumes AYAT I . . . .. . P� �OR ALL TUBa L OR E5 , , no'obii ations or I►abiliti for ama e es d s ' 9 9 , BEDR C�M BATH . . . . . O includm but not limited to conse uentia toiL�rs,sNOU��,�,aucEts. 9. , q � dama es arisin out of or in connecti on INS 5N O S 9 9 DRA OIUER R D , , . � w � n ... . . . . . . . . . .. . . . ..n i� �. .. .. . . . . 4 _ 5 SCALE 1/4 —1-0 SCALE 1/4 =1-0 . . with the use or performance of th�s . t011�L BARS t.P.HOI.DER3 . . . . . , , drawing fde and its delivery media AND COAT 1�104KS. AT REVISION . � D E _ 12/20/0 PRICING SET 0 PROJECT NUMBER: . 98043 � DRAWN BY: �W . � , H�CK BY. . C ED MGM D ESCRIPTION: GARDEN LEVEL : ;,�.� , . :: _-� _. t� _:, ° � .. � � ,.�. , � _�, , � INTERIOR ELEVATIDNS � ; }�,,, ,�. ,� ; . I, f. � , �i ,. . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . ;, k 7 , f , �. / .o-. . . . . . . . . . , . . . � . . � . .. . � . . . . . . . . . . . . . . . . . . . . . . . .,. .t. (. ..f. . �. 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GUStOM AN S USt M lU0 CA IN 7 t M AN LS , LUS70M 1U00D GABINETS UJOOD P �L C O OD B E S CUS O UIOOD P � A � . ; S T ACK FOR EG 5 GE � UPP�R AND LOUJER E B L P � . � h-� u u W „, EST ELEVATI N NORTH DININGROOM ELEVATI O 4 T7P.SILL tRIM ON` 4 tYP.51LL 1'RIM NORTH _ 2 tRiM tYP. WEST SOUTH EAST r— � �i �� _ � � r a i�NT c _ 8 Y .1U00D B 5E L OYE P �' -� , � � (?7PJ � ' � IT E DININ REAT R M K CH N/ G/G 00 KITCHEN ISLAND : . . . .. � _ . . 1 2 _ A - - - SC LE 1/4 1-0" SCALE 1/4 1-0' : �� , L IGN7 COY� . ' N TAI / 2 1U00D 7RIM ItYP.) OPE S R W TOWE D IGNT GD ltY J- � , L R D L vE P � U100D tRIM 7R�DS ItYPJ ' !' . / n , � . \ , t , � / , � , , , � ■ ■ � i . , � ❑ _ � oa � ao ,, „ , FLOATINCs STONE i AINT ltY ) , P . P N A / / OR CO C. 5L B W \ . t-I I� = RECESS�D N . A T IN _ G 5 SS S K / vE EL , � � , ❑ � ❑ ; ao ❑ a _ ao � T.P. NOLDER � m PARtIALLI' IN5�7 � � � _ : S . . . . . . RE PECS. � i h r The informotion contained n t is d awm MI 5 � RROR / � � � � � t . . . . f�l i m n f r nl on h� e s te ded o use o t s 00 ❑ a ao Y 0 0 000 _ . . . ro ect. Unauthonzed re roduct�on or use P 1 P a : _ •n h r r ' i n rmi Th i ot e o ects s ot e tted e .. P 1 P � , $ il� Mulhern Grou ' Ltd. assumes no liob t for _ P. Y . . . . . . . . . . . . . . �.. II . . . . . .. . . . . .. . .. .. . . / � . . . . - . . . . . . . . . . . . . . . . . . . . . � . . oa c� . C ao � 7�� BAS� � un uthonzed re roduction chan es to or � , ° P � 9 use of the information contained he�ein. ,, . Th inf rm i n ' n in h rein a ' e o at o co ta ed e s . ,, . „ . ,� r v� e n n a -i as�s. The Mulh rn P o d d o a s s b e _ Grou disclaims all warronties with re ard ' NORTH P 9 EAST SOUTH NORTH WEST � • • • • WEST �� , to the data contamed in this drawin file 8 TYP.U1000 BASE , 9 _ WROUGN7 I ON AI S lTY _) R R L P f i r ond to the erformance o the del ve ', P Y . .- , . . r • ' media mciudm all im hed wor anties of . 9 P � , f' n Th Mulh rn r u Ltd as um ' it ess. e e G o . s es P, _ ` n li i n r lia ili i s f r dama es ' oob atoso bte o 9 9 • , in I in n limi con i I ; , c ud but ot ted to se uent a 9, � q dama es arisin out of or in connection I . 9 9 . wi h h r rf rm n e of hi ', { te useo e o oc t s ': P P WDER R M : . . . . O O O r win I i iv m i ' d a fi and t del e e a. � �� e s d O 9 rY � . . . . 4 _ 3 _ SCALE 1/4 -1-0' SCALE 1/4 -1-0' ' : / - t A OIRE lU PULL OU BAS� AND �t REVISION DATE t AGTABLE DOO S W/ .. RE R R SNELvES B�LOUJ 12/20/00 PRICING SET , , �� . ; . M � � a , 2 UIOOD tRl l7YPJ 2 UIOOD 7R M (tYP. A MO A7E t.V. V.C. ON IGNT SI SOFFIt � g CGO D R R DE MI I NG G�RA C 7 L� t SCO E NANGING RAGKS AND DRAIUERS ON L�Ft SfDE OIU�L ROD � — . i � ; � 'i — � 3 � S I, O O I 1 S O . O O ❑ ❑ ❑ � ❑ ❑ � ■ ■ � ■ ■ ■ oa ao o � � , ■ _ � I 0 . � . � . . . . � � �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � � ._ . . . . , . .�N . � . . . . . I. . .. �� . . . � � .. . � . . . � . � .. . . . . . . . . . . . . . . � .. . . � .. � . � � � .: _ .. ..� . . . ... �. , . . . . � . . � . . . . . � ... . . . � .. . .. . . ��. .� ❑ ❑ � � . � . � . . . . ... . . � . ❑ ❑ � : � � � . . . .... . . � . � . . . . . � . . . .. � . . � .. ; � � D � oao _ � 0 00 _ � � 0 MI ao RROR �N N S K O 1U00D � _ , N tl AS � ; B E O LE _ PAINT (7�' ) PROJECT NUMBER. P. � 98043 _ oa ao , . ■ ■ ■ . o ❑ ❑ � . -PLAtFORM � � I -- DRAWN BY: — — �� ( H K Y: � ` � ❑ ❑ � � a � 0 � C EC ED B MGM a � � ❑ i ❑❑ � . � _ DESCRIPTION. ENTRY LEVE � � _ � L i T I , � , . REGESSED IN ER OR ELEVATION S NORT T „ H EA T SOU H W „ S EST I 4 TYP.SILL TRIM N RTH EA T T N . 8 t7P.tU00D BASE O S .P. OLD�R WEST i , � ° � � : � ��.�,.�.�.�.-- �._:. _ , ; _.._. _�.,�_.� ...�_ .:. .. . �. .- �_, .:....,.. ., , , . ,_ � � , s �.. , A . _ � , \ � - r� ` / ��. �" j � f j ( I � � � ..A ��- . . . . . . . . . . . . . ( � t . .. .� ..... .. . . . . . . . . . .. . . . . . .. . . , .. � .. . . / . .. �... .: �. , . . . . . . . . . . . . . . y.. 1:1, ,,F�. . , . .� �. f . ,. ... . . . . . . . . . . .. . . . .. . . . 1� .. . $ . / � . ...�� . . . . . . . . . . . .. .. . .. . . � . . .. �� . . �: � �. � . i �. . . . . . . . . . . . . . . . .... , � . . . . . � . f � . . .. . . . . . . . . . . . . . . ,. , .. ..F I . . . . . . . . . . . i . . r°�'� P e . . . . . . . . . . . . . . . ... �. . _. . . . f` . . . . . . . . . . l . . . .. � . . E T BEDR M . a �. � � s oo _ . � , u � . .� E _ . _ r, G T BATH U S , � __ , . E.. �__ . .1 , ,: � « __ � . . � � � w . � � . . .. . . . . . . . . . . . . . . .. . . � . . . . . . . . . . . . � . . � . .. . ... . . . . � . 5 _ . . � _ 6 _ SCALE 1/4 1-0' SCALE 1/4 -1-0' F � - RE ERENCE � N RT . 0 H NICHOLS ; _�,. _ _ ___. _ , : � - '�,; � � � IN At lU/UJO : W DOLU S� OD EXPOSED RIDGE BEAM � . . _ ARCHITECTURE PLANNING INTERIORS" AN lN a I P EL Cs BELOW � � , , - 1 ; X S I EAM t 5S A :'i/A53 i�� 7RUSS B RE:S/A53 : E PO ED R DG� B RU RE 2 1U00D IUINDOUJ TRIM � , � �; I Nt , L G GOYE ° ' . I , - , � � O�T LOFt �: e� , ; > � • � � i , a — — — — — —<— oa , —m - . � I Ht !tY ) Cs GO P. � L vE � , v , IT 4 X ---- -- — ------- - .. .. 1730 BLAKE STREET SU E 35 . » Q ••• RA 020 NV R COLO DO 8 2 � •• •� DE E � � . � ` = 303 297 3334 FAX 303 292 2601 , _�. _ _ � 21 24 ■ ■ ■ _ _ O O ■ ■ ■ 7 ■ ■ ■ ■ < . ❑ ❑ a ❑ � o . . . . . , � . , ,m . � _ 0 0 � o F � � L � � � 0 � � � � O aa � ❑ ❑ ❑ ❑ � � �� o � 9 � , � Q~ O . � 0 . � . . � 0 , m " � r � � _ , I A � � _�'' / / / \ o . , - G. '�-!� �_L d � � (ze .. , � � ❑ ❑ AINT � ■ P ❑ ❑ +— o a � �� ri �._„�. IRRO _ O , Ia��r�� , m � � �. . �•.., . , ,.K.. , c� '� _ . � o ,�.� <..�,.� a a � 00 � � � � � o ■ ■ ❑ � o ❑ � � o� _ _ _ � , o 0 _ ,� � T . . _ _ , , . . . . . � � . . � . . � .. N . ... . .� � � . .�. . � . f_. . . . .� �. . � . . � � . . . � : ,' .,: -.. . . � . � . . � . . . .. . . . ... .. . . . . � . . . . � . . � ...�. . � . .. . . . . � . . �� . . � . . . . . . . .. . .. . . . ... . . . . . �.�. -� . ��. .. . � � � . . .. . . .. . . . . .. . . . . . . . . ' � � � ��.� . . . . . : � . . . . . . . . .. . �� A�� _ 0 0 „ 4 I T IM 1U00D 5 LL R EAST WE T NORTH . S �� „ 7 I T ) p1 CERAMIG TILE AROUND 6 T IM (TY J IUROl1GNT IRON LADDER S A R O DEGK 11U00D WOOD REPLAC� SURROUND R P 2 1U00D DOOR 7RIM � , , R�. �I A N 7U6 PLA7�ORM REPL CE SC EDUL E ; F ? ON AN SN TS RE SPECS. OR UB PL EE . : � ' � , s . NT i N Af I IUROUG RO R L NG � . M��1 _ AvA70 Y ITS A T • � OFT LOFT L R S BOvE COUN ER a o L . . . . � � �� i Nt ltY ) _ _ _ — -- _ — — — — . S 5.� 7Y L G COV� P. . RE PEG OR P� .. :�. � W .` � � - � O . � ' . � � . ❑ ^ __ � � ` �� T� (� V 1 � . � , 2 � a ■ � , � � � � , w U100 GRI L� � � , � _ D L O O t 3 . o 0 , , ❑ � ❑ 0 0 ❑ ❑ ❑ o , 0 . ❑ , � � : , . � , � ooao � _ o , , . � , , , , , � � a � a � � ❑ � ❑ ❑ � i�"'� � AINT (TY ) � .. . MI P P RROR MI RROR aoao \ ' \ _ � � ; oa o a - � . , ❑ ■ 0 ❑ r� � � - - � , � � � � . ooao , , � � � � � - � � � _ _ �� . � _ � � TH EAST SOU WEST � GLISTOM 1U00D CABINETS SHOUIER DOOR CIJSTOM UIOOD GABINETS , � MA TER ITE _ S SU 2 ._ . SCALE 1/4 —1-0" • WOO G I E D R LL , °` �° �e .. �� inf rm i n n in in this drawin e e The o at o co ta ed . 5 o, .. fil i in n f r us oni on this � � e s te ded o e Y . h ri r ro uc ion r ro ect. Unaut o zed e d t o use ` a, P J P ,. ... in h r r ' t i no ermitted. The ot e poecs s t p 1 a . .. M Ihern rou Ltd. assumes no liabilit for u G p� Y , r' r r i han es r unautho ized e oduct on c to 0 P � 9 ' r i n n ined her in use of the mfo mat o co ta e . � , . in The mformation contained here as , . ,� . „ . v —� is. Th Mulh rn i1 P ro ided on an as s bas e e 1 , . . . , II w r n i s wi h re r Y Grou disciaims a ar a t e t a d - P 9 . n i in his r win fil '. to the data co ta ned t d o e . 9 h rm n of the liver and to t e erfo a ce de P Y ` � i in 'n II-im lie warranties of med a, cludi a d 9 P ' M Ih rn r td. assumes fitness. The u e G ou L p, ' li i n r li iIi i s for dama es no ob at o s o ab t e SEAT W/StORACsE UNDER 9 9 � . ' • in n limi conse uen ial �nclud , but ot ted to, t 9 Q r' ' f r in nnection dama es a �sin out o o co , 9 9 . rf rm n of` his w�th the use 'or e o a ce t P :. r win fil nd its d live media ' d a e a e .. cA 9 rY VI I N ` ` AT R E S 0 D E . � 1 2 PRI IN ET � 2/ 0/00 C G S � ' . . Nt f N A tN I S . IUROUCs O L DDER BO S DE EAST WEST : R ._,�.., � . �. . �� . . . . . . � . � � . �.. . . . . . �...� . . . . � . � � .. . . . . � � . . . � � . . . . . � � . . . . � .. .... . ... . : . . . .. . . � � . .. . . . . . � . . . . . � . . . . . � . . . �. . . . . .. . . ' .. . . . . .. . .�. .. . N . . . .. . . . . . � . � . . � � . . . . . . . . . . . . � � . . . . . ... . . . . . . . .. . . .. � . S (TTI NG AREA � - _ . , _ 1 _ SCALE 1/4 —1-0" ; �� 1 1 1 - �� A 7 IM ` �� i�� $ B SE R 6 BAS tRIM 4 BA9� 7RIM , � 2 DOO AND IUINDOIU tRfM � R _ PROJECT NUMBER: _ 98043 : D RAW N BY: �W , ` CHECK D BY: � - E MGM SCRIPTION: � � �E UPPER LEVEL � INTERIOR ELEVATIONS ., ��_��.�_ .: � . �_�. . . 4 . � ��.�� . ,� .�,. . � ,, , � � . : .. `�., , �� . � � . �, . , , , _� . .v . � �� . , _. , , _� � � E � r �_ . � � _ , _. . � , ., _ .rr _ ., . , �:....�_�:3 �._ � . �_ .� __.a , � , M., . . , . � s __.� � ._ . � _ _ � : � . � . � �, � �.�t�w w. ,� _.. ,� E ; � . - � ,., _..�_..�.._� � .� _ _ � • REFERENCE . . _ NORTH ' NICF�OLS , — � � ._. .h � .. _. .__ __.� _ __ ..__.. . _.._._ _ . , _ - _._ _. _.:_.: .._.------.__ ._ .. __ . ----- _ � --- _.. ...__. _... _. - - : 1.03 S _.. .. _.. - UBSTITUTIO _. ___ , ..... : ___ u_._ NS _ -- _ _ _ T ._.� - _ _.�. �- DIVISION 1 GENERAL RE UIREMEN S __. . . --_._. Q __. .: 3.06 LTNDER LAB . , . S SUBGRADE SSORIES A D . . . . 2.02 FORMWORK ACCE ; . ocum ent eac h re uest r�nth com 1 . . . . , ete data substant�a m . t com lian ce of 4 ro osed . . P subshtuti g P on p P A. o , C m acted avell s leave no . and or as recommended b the Geotechmcal En ineer. m of forms and of such e to . , p �' y y g A. Form Ties. Ad ustable in length to permit hghten g typ _ J _ ; SECTION 01005 ADMINISTRATIVE PROVISIONS with Contract Documents. � . . � Submrt Product Data and samples as re uired. �� q �-> . . than 1 of the surface not holes or de ressions 1ar er than 7/8 in metal closer p g - B. Each ,, re uest conshtutes a re re e q s ntation that Contractor. P • . 3.07 TOPSOIL . . iameter. . d . . . . � , 1.01 WORK C VERED BY CONTRACT DOCUMENTS 1. Has invesh t . O a ed ro osed roduct and determined that rt g P P P meets or exceeds m . � , A. read t , . . . S s oc iled to soil over all reas distur e . a b d b construction. Water Etc.. Contractor s o hon. la r ckets Braces Washers Wed es P kP P Y B. C m s Ba , � , P p , > > g . e e sa to com lete the . A. War ` n hi contract mcludes all matenals e ui ment and labor n c s all res ects s ecifi P NNI G INTERIORS k u der t s , q p ry p p , p ed product. • , • ARCHITECTURE LA N , , . . . . . • tion. , . tem. Contractar s o ` C. Shonn S s . P � m. Se arate contracts 2: g Y mf rred therefro Will ovi work mdicated s ecified or reasonabl e , r de the same warran for s , p y P p ty ubstrtution as for s ecified roduct. P P . 3.07 F11vISH GRADING . _ , ' ' line. . . . n t hmit 3. Wil coordin . . . . • bids and condrtions will be issued based on the co trac 1 ate mstallation an d make other chan es which ma be re uir . g ed for ' Y 4 A. Remove exce - , . ss matenal from the srte ar s read on srte in area acce table b Owner. LANEOUS MATERIALS w , , p p y 2.03 MISCEL ork to be com 1 . P ete m all res ects. . , . . , , , . . . . P � . B and fill all • _ . . . Cut areas a i � ., s ndicated or re uired to ermrt finishm to the fimsh ades mdicated. ctor o i . • q P g �' A. Form OiL Non stamm ,Contra s t on. � g P 2 4.Waives claims f l A CONDITIONS AND RE UIREMENTS or addrtional costs which ma subse u . . . . . Q y entl become a arent. ; q Y PP . , ,. . : . . . . .` . ; 1' fiber e. . . . n J i t Filler ASTM D175 Bitummous . . B. Ex ansio o n . , � _ p cifications. C. Substituhons , A.Division 1 General Re uirements overn work under all divisions of the s e will not be considered when the are m . , i , q g P Y dicated or imphed on Sho Drawm s or , p g 3.08 DAMAGED EART'H . . . : . . , . .' , . , s. Greenstreak PVC e#723 or a roved subst�tuhon. C. Watersto typ pp � mm� . . p r nd/or discre ancies before be i Product Data sub . . B.Ven all dimensions and noti Archrtect of an errors a g g mrttals without se arate wntten re uest or w fY fY Y P P q hen acce tance will P . : A. Remove andxe lace earth th h . . , at as been rendered unfit to receive lantin due to concrete water . . . . . . p P g � r b . C.Mm nei hbors Pro erl muffle e ui ment. e uire su stannal revi i . , imize noise affectm q p q s on of Contract Documents. g g P Y i , morta r or lune water dum ed on rt. _ . . . . . , . . , , , , . . TION , . PART 3 EXECU . P s. D. 11 clean mterior area Archrtect will D. Mamtam ro ect and srte m clean and orderl condihon enodica determtne acce tabili p � y , p y p ty of proposed substrtution and will noti Contractor of fY T , . . . . . 173Q BLAK� STREET' SUI E 435 o i e. • ' • •' n and rubbish from the s t acce tance or re e i Re ularl remove waste matenals deb s ct on m wntm . ' g Y , , P J g DENV R COLOR,4DQ . 80202 a 3.09 FIELD UALITY CONTROL . N E _ Q 3.01 ERECTIO - ` . , . � . , . . . g FAX 303 2 2 2 01 ' . 303 297 3334 6 A. n. Excavatio Obtain the Geo ec d lumber t hnical En neer s a roval of d th and extent of ex L fornvn wrth dresse gi pp ep cavahon for A. Walls and footm s. The use of earth as a form not allowed. ap g , _ g SECTION 01700 CONTRACT CLOSE . . . , . , 1.03 CUTTING AND PATCHING OUT . , s rk tructures be enchma . . fore starhn fillm o erahons.' i ted baselme and b . . . or 1 ood not allowed. Provide 1a out from des a , � a g g P PY�' Y � ■ ■ ■ ■ ■ ■ ■ ■ s ■ ■ A: O em n which are re uired b other contractors shall be left b crafts invol e . . : . n s m co sfiruchon y ; . _ , . a P g q Y B. llm aui , . Fi . Obt the Geo nform to . . . . . techmcal En meer s a roval`of fill and the method of lacin are excavated to ro er de th. Forms shall co g b PP P g and and venfy thaf footmgS P P P o er and 1.01 FINAL CLE , It is the res onsibih of vanous contractors to su 1 in advance, r ANING . . . . . . P tY PP Y P P _ , . . com ach n • • • nd ; . o bef r tant�al a , . . . . o e startin com acted fill or backfill. Obtain a roval of t n of e members indicated and shall be subs • . P g p p he sha e lme and dimensio s th . P p , A. 1 . � i advance C e . . r to l th s an mten r f ientl d t iled informanon. In event of failu e su o and extenar surfaces ex : . . . su fic e a pp y osed to view remove tem ora labels . • , Y P �. P rY , stains and . . com leted t n . com a mam ai . . . cted fill and backfill from the Geotechnical En meer.'Suffi i 1 aka e r mortar. Pro erl brace or t�e to C . p p g c ent sufficientl t� ht to revent e o y F 0 Y g P g P , 0 C rr nce of forei � 1 e one onl after concu e substan olish . informahon cuthn as ma be re u�red sha 1 b d ces trans arent and loss surf . . . . . . . . . , g y q Y � , p p g y aces. Clean e ui ment and fixtures to a � � q P . . . . . tests will be m a �c. , . ade to assure com hance wrth these s ecifications. If because of a e and lateral stabili and rovide sufficient stren th to c _ . � . P P , posit�on, sh P t3' p $ �Y 'i� � sanita co . . . . . , it ct and at the ex ense of the ne li ent . ndihon clean or re lace filters of . . . . . Arch e g g party ry , p mechanical e ui ment. Clean roofs and r . 9 p q P d ama e , g Q' . unsahsfacto test results i is necess to ret st aft r w ar vibration. ry t a e e corrective ork,the cost of constxuct�on o erations and matenal dead loads wrthout deflection O s se . rY P �.. , t ms. Clean we . . . srte s e aved are as rake clean other su . . . . Y rfaces. � PP , , O F,r, r- , t a1T tests other 1 � �n... than the mitial tests shall be aid b the Contractor. ce omts re ularl and ho d a p y Where fimshed ooncrete to remam ex osed, spa � g y p r;:.�` ��,�L G. E - , _ . , ; . . . . S CTION 01300 SUBMITTALS . C. Moi e-D n i . • .- !, stur e s Determm in ation. Sam 1 f re n v w nd foot es o rese tati e fill matenals to be laced will be th honzontall and verticall . Ven lacement of all a � _ tY P P P minimum bo Y Y fY P g , a � �,_ _; 1 , ��J � fft,��!-��€�' .02 OPERATIONS'AND MAINTENANCE DATA . . . . . . ,, , . � , , obtamed b . the Ge . otechnical En ineer far determination of maximum den . . . si and ste s nor to lacement of concrete. ,�, Y g tY p P � . � p � A. Sub , , � .,� mit c 0 of on n . , , . . � o erat� a d mamten 1.01 PROCEDURE ance ms i . , . . . . truct on for e ui men . � PY t and s stems. ` ,�� P Include arts �..,� q P Y : P i . , . . o t mum mois n r . ture for the m t n 1 nl laceme t. . . . se a e a s. U ess indicated otherwise tests for this nstruchon Jomts. Use construction oints at tem ora sto in of concrete . P � B. Co J P rY Pp g P o the Architects , , V � make submittals directl t hsts ocal . . . A. Submittal. Make submittals to the Architect. Do not and 1 service a enc . . . . . . . . Y g Y �� , , determmat� n _ o will be m i m o i 1/2 dee . . . ade us n eth ds conform n to re uirements of AS vide lon i dinal or vertical ke s at least 1 g g q TM Leave omts rou h and ro tu y p r s hers will not be J g P g consultants. Submittals made d irectl b 'subcontractors o u Y Y PP O1 . . . • • . . . . : 557. Co ies of the res 1 s f the e 11 r floor : ' u t o s tests wi be furnished to the Contractor. u s watersto m walls where exterior ade is above inteno P Install contm ou p gc' l acce ted. 1.03 WA,F�IZANT'Y . . , � � . C, ; P �"' � � , . . . , These tes r . . . , . t esults will h f o f m A . . be t e basis o c ntrol or co active effort. . . . hne. • A P ce t of . Wa . , w m 10 da s of re i rran : will review submittal rth that defective matenals . . - . . B. Review. Architect and his consultants y p ty and/or installat�ons shall be re laced . P at no cost to the Owner • . , . D. Densi Te e _ . . . . . . , sts. Th densi and moisture content of each la er of com acted fill m lac 1 mserts form , , . . ty ty y e will be B. Anchors Inserts Blockouts and Built In Items. Securel fasten'anchor bo ts, , ities and dimensions are the for a enod . . . . P P , , Y submission for conformi wrth desi onl . uant of one ear from substanhal com let�on date. • . . . • • tY � Y Q ._ 1? Y . ._. p . _ . _ determm . . . . . ed b the Geotechnical En ineer in accordance with ASTM 01556 r e t formwork or hold m lace wrth y g ar blockouts and other items built mto the conc et o p e Contractor. Pro er fithn construction o f work furnishm of � res onsibih of th , , g . . . . . . , , . . . � . P �1' P g , 2 . . 0292 . Recom act an matenal found not to com 1 witk the mi � . . nimum s ecified tem lates. Inserhon into concrete after ounn is allowed. For vertical footin a d m P Y P Y 1� P P g g w rk re uired b the'Contract Documents but not mdic te matenals and o � q y _ . .. . . . I E RK -. ,.__ . DIVISION 2 S T WO . . densi unt 1 h _._. i t e re uired densi is obtamed. _._ _._.. .. ..... .....: .. .. ' tY q __----.. ._:... .._ ...... . . . t�' • • Review of submrttals shall : submittals remain the res onsibih of the Contractor. P h' • • • . D. Field En ine nn • Th . . . . • ' e . e res onsibih for lmes ades and levels necess for ro er location . . g g P t3' ,S�' �' P P , ntract re uirements of Co o be construed as a roval of deviations from . , . . chor bolts. n t PP q _ dowels and an . 200 ARTHWORK . . SECTION 02 E and execution of the work rests u on the subcontractor who will retain a hcensed cuments unless deviations from Contract Documents have been s eci ficall P � Do P Y • land surve ar for this ose. Carefull rotect bench marks and r . . Y eference n ted as such on submittals. , P� YP 0 3.02 FORM COATING ' . - ENERAL _ . ; . . PART I G omts. . . , , p . , , ce'of the e or to the la ncurrence of the Archrtect is obta.m d. o each our. A 1 coatin n C.Resubmittal.Make resubmittals until the co A. Coat the surface of formwork pnor t p pp y g p p _ _ .... : inforcement. 1.01 REFERENCES' re ' l A2 SUBMIT"TALS , , ; , ; , , , . SECTION 02520-CONCRETE PA i P o sed Du lex Lot 7 Film 1 Bi horn Subdivision VING , . . : A. Soils and Foundation Investi at on, r o p , � b , g , . . , g P • ired : . . or Architect s use lus addrtional sets as re u • A.Sho Drawm s. Submit three bluehne nnts f q REMOVAL ; p g p p 1998 b Koechlm Consultm En meers Ina 3.03 . Vail Colorado,dated November 16, , y g g , , . � . . lete safe of the stru cture. F orms m mittaL _ er as to insure the com b the contractor for each sub ove forms in such a mann Y _ PART 1 GENERAL A. Rem P t3' kewood CO.JobNa 98 334. !. . . La � . • • , ln . s after 24 hours from t� me of lac i five co ies each. e removed from venc�al surface S B.Product Data. Subm t p . eneral ma b P Proctor bensi . g y . � . . . B. Com action Test. ASTM 0698 Standard ty . . . P . , , . , e leso therwis . n un s he ob srte. f laci r Produ Data shall be ke t at t from nme o c m nts. Onl acce ted Sho Drawm s o ct honzontal surfaces 72 hours , � C.Job Site Do u e Y P p g p J 1.01 UALITY ASSURANCE and from P g - . Tree Preservahon Plan for the Darb Vail Residence' b Precision Tree Works, Ina (also Q • C. Y Y . . . h ob srte. . , 2 ents on file at t e i n 02 00 Kee a com lete set of such docum ied underCold Weather m Sect o p p J A. Perform work m accordance wrth ACI 30 L specif ; lrnown as the Arbonst dated October 16 2000. . ) , . � m at the srte. � m n s.Kee a record set of contract docu ents D.Contract Docu e t P i . _ �� ,. � - ENT 1.02 EXPLOSIVES PART 2 PRODUCTS SECTION 0 3200 CONCRETE REINFORCEM i " : 1.03 SAMPLES . . : ;. . �� , A.'Use of ex losives is rohibrted. . . . . P P � val � A.Provide sam les of selected color texture and fimsh for Archrtect s review and a ro . � PP 2.01 REINFORCEMENT PART I-GENERAI, P W A. Reinforcin Steel: ASTM A � ' ' ' 615 40 ksi ield de def rmed il _ g , Y �'a o b let steel bars. , P T 2 PRODUCTS � � � o � . . . . . FERENCES' ^ B: Welded steel wire f bn 1.01 RE a a lain e ASTM A185 m flat sheets. , � ►+-�1 , P � . . , , , . . . . . I�I i r Structural Concrete for buildin s A. Remforcement. Com 1 v�nth ACI 301 S ecificahons fo g , , _: C. Dowels. ASTM A615 40 ksi ield ade deformed billet steel bars. p Y P ..:. � Y �' ,^ , 2.01 TOPSOIL . . . . . ��1 � . , . . far . . ents . . de Re u�rem ; 1 and ACI 318 Buildin Co _ ACI 315 Detailm Manua 's . 2.02 CONCRETE MATERIALS g q V 1 _ . oil ma mclude moderate g ^ � A. To soil. Material that is stri ed from construct�on areas Tops y , p PP . . . ' . . . • F�-1 � _ rete. emforced Conc R ` A. Cement. ASTM 1 , C 50 air entramm T e lA Portland e col or as selected b Architect t of or amc matter. g Yl� � , amoun s Y �' , g . � SECTION 01400- UALITY CONTROL from Standar � Q d Davis Color Chart. W '. • • - CTS O T 2 PRODU B. >A e ates. A PAR STM C33. 2.02 FILL AND BACKFILL MATERIAL g�' g O , , : . -. . � ', . 1 GENERAL . � 10 � - 1 free of trash debns C. Water. otable not detnmental to concrete. . . . . A. Backfill and Fill. On srte excavated ar im orted non ex ansive matena, , P � . . . , p p . . ` � '; i ns and . i e site condrt o • ' r roducts s erv c s a es r liers manuf ctur a i control ove su , , RIALS � A. Maintain qu 1 ty pp , ,p , D. Air entrainment. ASTM C260. 2.01 MATE anics as a roved b the Geotechnical En ineer. Q and org PP Y g . . • • • • • • ^� . , . , mdicated. �" �j t rovide work of s ecified uah . a e 60 exce t as otherwise mdicated s izes as workmanshi o , . A. Reinforcm Bars. ASTM A615,Gr d p , w P P P q �Y g . � . �../ • A615 Crrade 40. s and ties. ASTM ' 2 B. Stimu � .03 ACCESSORIES � � P � 2.03 TRENCH DRAIN . . . , M��1 .._ , . : , , . • • n ed. i e as i dicat CES bnc. ASTM A185 s z s 1.02 TESTING LABORATORY SERVI A. Cunn Com d. A C. Welded Wire Fa , nd ate. Dram trench fabncated of ol ester ol er concrete hea g poun STM C309,Type 2,Class A. , A. Channel vv�th frame.a gr P Y P Ym , �'3' �..� , . . . , � : . . . . . . . « . and tests. ' . „ , hons • T. ins ec STM A30 r testin laborato chor Bolts. A A.Em lo and a fo D. An B. Joint Filler . reformed ol eth lene closed cell matenal e ual to Sonne rn P Y P Y g rY P alvanized iron ate suitable to acce f velucle wei hts ABT Inc. p p y y , bo Sonoflex F . . � � � , , , . . . _ duty slotted g �' P g , , q • ired. . . m or facihties as re u ish access sam les and te B. Coo erate with testin laborato to furn Q � ; , P g n' , P P �Y Pol Drain or a roved substrtute. _ , . . PP . . Y � ,: rvi es. ufficient n or not�ce for se c _ d" abora o s N testui 1 t UTIO Provide T 3 EXEC ; g n' P 2.04 CONCRETE MIX PAR � �, _ . � � ' A. Truck mixed on - c crete ASTM C 94. 2.04 PERIMETER DRAIN . � I,g v . . . . . _ NTRO • Y CO , MPORAR � TE S AND _ TION FACILITIE ENT N TRUC EM E TION 015 CO S PLAC S C 00 B r 3.01 . Com essive Stren . 4000 si at 28 da s ASTM C 3 L h ro nate fittm s and connecttons. p A. Schedule 40 erforated PVC i e wit a g � P Y � . . . . p P P PP P . . � .. , . . „ „ firml m lace before and dunn de osrtm C. Slum . 1 - A. Placin : Place reinforcement accuratel and hold y p g p S , fabnc. P to 3 , ASTM C 143. g Y B. T ar or Mirafi filter YP : . , o . . . . . ; . o from ver for re inforcement ncrete rotective co i imum co G ovi e m n IGHTIN e. Pr d ITY AND L f concret 1.01 TEMPORARY ELECTRIC o D. Air entramed. 5/o to 7/o. P ht . t da h . . . . Extend o C. � Y g . , . . , • • . . . ro ect 36 s hall ' es Provide circuits . I 318. Dowel s � A.Service. Provide tem ora electncal service to site for construct�on purpos , E. Do not use admixtures wi h the extenor face of inembers m accordance wrth AC p ) P rY o t out the approval of the Archrtect. . , . . , . . : , . •n ; r oun r h htin . < in lace befo e r owe and Wire bent dowels uired for tem o therwise shown. branch v�nnn and distnbutton boxes as re ary p g $ F. Do not use alci diameters unless o p p g , g q P _ c um chlonde without the approval of the Architect. . , , PART 3 EXECUTION _. . . , ,. . . , . . , . . . !, me oint. i to locat�ons of work and to imum stress or s hce ad acent bars at the sa B. Provide extension cords and lam s as re uired to conve electric ty � p q Y , B. Sphcing. Do not sphce at points of max p ) p . . . . . . . : �� • . r la 1 s than 12 . S ta e work. not es n ection of ers where s hced but i htm to ermrt ro er execuhon and i s rovide task 1 p 2.05 FINiSHING La continuous bars 36 diamet p SS P P g g P P P TI N P 3.01 PREPARA O . . . _ ; • . . , . . • w lls. ' . bar in eoncrete a � tance onzontal s i fi l acce of h 1 ci consurned unt 1 na x ` s lices C.Pa for e ectri p f soils and dischar e A. E osed a e ate finish. p y �' rovide erosion control measures to revent erosion of or dis lacement o g P g� g A. P . P p " , _ , a , , 'es or wetlands. ent ro erh ; of soil bearin water runoff,or airborne dust to ad ac p p g „ J LOSURES .. RIC ENC IRE FAB 1.02 TEMPORARY HEAT AND 2.06 MISCELLANEOUS 02 WELDED W 1 ns. , 3. , , B. Protect wetl ands as noted on a . . P . , . . . . . .. . �� ` • • • • _, � nduit. nd co mtam and o erate v rall i m a tall ma lace o e � f work. Ins 2 la s tie and for the execuhon o 1 wrth full mesh lus A.Provide tem ora heat necess , P A. Provide ex ansion and control oints as shown on lan. Uhlize redwood smooth four sides f A. La mesh continuous p p , p P P g p rY �'Y . . P J P ar y Y , . he , . . • • • te the work on t tem or heatin a aratus m such a manner as to facilita p ary g pp ex ansion omts. Lift to center of slab dunng pounng. ; . . . 3A 2 CLEARING AND GRUBBING, P J • reb :_ , . - . '. . finished work will not be d ama ed the . work can oontmue and the y ro ect so g n roof structure. p � es shrubs and ve etation within the construct�on area mcludi ; A. Remove tre , g g . . res for , ,, . , . . . . m ra heat s uch a s enclosu . hold in te o ures a s necessa far .. , ora enclos SECTION 02950-LANDSCAPIN -- _.. -.--- ...._.._ B.Provide tem ry g P rY c 1 wrth the rovisions of the Tree G ESIGN-BUII,D - - -- p n' the site. Protect rtems to remain. Com 1 stn t � ) Remove from P Y Y P ---- . ___ � o�a. Y . ---- ___.. _ rete work or for thawin frozen � _... .-- -.-.-�. ._ . _ .._ . conc � �' Preservation Plan b the Arbonst as referenced above. ��_..�- Y , 00- A5T-IN-PLACE CONCRETE . _ SECTION 033 C ; .... ' PART1 GENERAL Y WATER ., _ 1.03 TEMPORAR . . . 3A EX AVATIO :' . 3 C N . - ENERAL ', l tem or connect�ons and hoses necessa to ; PART I G v tem ora water'service. Provide al rY . ,, . . . . : . . 1.01 SECTION INCLUDE A. Pro ide P rY p �' . S 11 o r v i A. To soil. Remove a t soil and o anic matenal at areas to recei e avin build n . . � P P :, g _ P g, g Y a. ., _ conve same to laces neede p . , . . . A. Pre arahon of to soiL .. _ Y . p p construchon or slabs on ade. Stoc ile for remstallation. �' � 1A1 REFERENCES , , . . . B. Trees lants and oun c v • . . . . , ; d o er. , , P gT . . . T e mf ti i ir . . h orma on conta ned �n th�s drqw�n 9 B Exc v i a re u ed for wall f d ons iers are asement rawl ce i . . a ate the s te s s, oun ah , , as,b s, c s a s ts, . . , , . . , q P P , P , A. Concrete Work. Com 1 wrth ACI 301 S ecificat�ons for Structural Concrete far Buildm s and TIVE FACILITIES , . . P Y P g f,le �s mtended for use onl -on th�s '1.04 TEMPORARY PROTEC C. Irn ahon s stem. Y , , g Y . . . . . . . �. �, . . . . e i . d ths ndicated All fo hn s shall bear n na ral oil below d . . . etc. to . o o tu s frost th. --Y- � P g � _ ._.: _ and faciht�es for the rotectiom of the ublic and the -.- -_ 1 Buildin Code R uirements for R inforced onerete. ro ect. Unauthor�zed re roduct�on or use vide and maintam rotecnve devices P P . , . . . . ACI 3 8 g eq e C p � , , P a A.Pro p , - , , : , . . in o e r i i . Bearin matenal shall be verified on srte b the Geotechmcal En meer. th r o ects s not erm tted. The . g y g P 1 P r ect includm but not hmrted ta . ion of all worlanen on the o eneral rotect g _ _ . . . . . .. P 7 Mulher Gr u td. n g P 1.02 SUBMITTALS n o L assumes o liabiht for . P� Y . . . C.Kee excavati ns free from ramwater at all times. Noti archrtect immediatel of ound water . . . . . P o . fY Y �' . . . rds created b such features for construction „ DELNERY STORAGE AND HANDLING 1. Dan er si s warnm a amst haza y . , dimensioned lan com lete wrth lant vaneties 1•02 � unauthorized reproduction, changes to or g Sm g g A. Submit desi to Owner for a roval mcluding P P P , , , , , , . . . . , . � PP : . . tered so erm can be ch . . . . . encoun , anent dewatenn a ieved. . . _ use of the �nformat n ta ed r � . , P g . . . io con m he e n nd fallm A. Hauhn Time. Dischar e concrete transmitted m a mixer within 1 1/2 hours after the mixm a din nails hoists well holes window o emn s, stairways a g as rotru g , , , P b - nical names.Follow the intent of the schematic Landsca e Plan re ared by Noms g g g • . . . P . with bota P P P . The mformation contamed herein as • d r as a roved b en ineer. : ,� . r , matenals. water has been adde o PP Y g rovided on an as-i basis. The'M I Dullea as attached. p s u hem . . 4 ATLTRAL GRO . . . _ . 3.0 PREPARATION OF N UND , . . _. . , • Grou d loi warr n ie wi h r 2. Fire rotection e ui ment. isc ros all a fi s t e ard . , , . . n cuthn and tnmmm methods es P 9 P q p �� B. T ewntten mamtenance inslxuct�ons mcludi g ,typ , . . . . yp g g . . A. Scan u er 6 of all cut or fill areas under mtenor slabs on ade or avin and recom act . • . fy gr . . to the datp conta�ned �n this drawin f�le PP .; P g P . . 1.03 JOB CONDITIONS 9 nt.` ,,, , , , . First aid e ui me . . . wa enn schedule. 3 f fertihzer and a t rnmended covera e o q P o o a hcation schedule reco , g . . . , g . . and to the erformance of the del�v + PP e , wrthin 2/o o timum moisture content to a mimmum`of 95 0 of Standard Proctor : P ►Y / . . . . . . . P . . . . . . . . ,, v ment . En iron ental Re uire s ad railin s A. m er bamcades bulkhe s dwa s trench cov s , , q 4. Tem ora walks roa , , , g . e trenchm refillm i m backflow media includm all im I�ed warrant�es of P 1S' � Y C. Desi an under ound irn ahon s stem to includ g, g,P P g, . . . 9 P . . � �' g Y . A D nsi STl�I0698 . . . . . . e � . , . , �' ) . , . e Wh n d os t fr t or when the mean f n � ' t re uired for this work b federal state and local Co1d We ther Placem nt. e e rtm concrete after he first os t ess. The Mu hem Grou - . a dan er h hts and si als e c. y , wirin water connections testm and l. a p g � p, Ltd ssumes g g � � q revention assembhes valves fittm s controllers and , , g . . . .. . ; . P , , g , g . . . . . . . . . no` obli ations or liabilities for dama es .. , . . . . , , . . en a ions of 9 9 il em eratures are below 40 de ees Fahrenheit follow recomm d t da t . . . . il n cod es Y P �' , aws`and bu di 1 ca abilrties to do a safe 1 taffin abilrties and financia � t3' g „ ms ections.Demonstrate ex enence abih s p mclud� ` u not h , < P P � tY� g ng� b t mited to, conse uential . . . , . 3.05 FILL AND BACKFILL . . . , q , , me . � . . . ACI 306. at all h s i sure safe . dama e ar sm ou of r m c n B.Maintain the srte and secure the site to n tY . . . . . allahon. 9 s i g t o on ection com lete and rofessional inst P P A. Place enmeter dram i e encased in filter fabnc and avel as indicated on drawm s. � . • • • • P P P .. �' g with the use or ertormance of this B. Protection. Protect newl finished slabs from ram dama e. p . .. . . Y g , . . . . i draw n f�le n it eliv re uired n 1 walls ier etc to bnn he e t a d s d e media. B. At ro er time;fill as a d backfi 1 around , s, ., t arth o ro er 9 rY ; 1.05 CLEANII�TG DURING CONS TRUCTION P P q _ P g P P . . . TY ASSURANCE 1.03 UALI . . . Q , . i d ades for e nt work. Install backfill n even hfts on b h ide . . . levels an subs ue ot s s . _ �' q . „ te matenals and rubbish. Tran s ort dail such matenal to « PART 2 PRODUCTS A.Kee the buildm and site free of was P Y • • • • e lant names to com 1 with AJCHN Standard Plant Names . P g . A. Indicat p P Y ', . . . . dahon walls an orhn floors are m lace to revent xce ive . . of foun d after su e ss . . „ lated waste off site. .: PP g P P . . . « i n on srte.Penodicall dis ose of accumu a desi ated locat o y p • with AAN Amencan Standard for Nurse Stock . � B. Sizin and `adin standards to com 1 rY DATE REVISION . . . . g �' g P Y . ressure on one side. . . , P . . 2.01 ONC RETE MATERIALS r areas C 1 tion of his work. Clean mteno t the com e work clean a . _ . . Owner. ct r shall leave lus .. e ble at no addihonal cost to � B.Each Contra o P .. . Plants furnished lar er than s ecified are acc ta , C g P P . , , . . kfi 1 -D froz n m ten 1 r her : . C Placm Fill and Bac 1 . o not lace brush sod e a a o ot enshable or . . � � P _ _ g P mi c r mi n re not allowed. imsh work mamtam areas free of dust and other contaminants. A. GeneraL ASTM C94 read xed onc ete. On ob xed co c te �2�2�� PR�C�NC7 SET , nor to start of f , , . . . . . . . Y J P �-... ._�___..._ able materials in the fill. Distnbute matenal on the fill to avoid formation of ! _.._._ _._ unsuit _ .. B. Cement: ASTM C150 T e l. - . � YP . . . . . . y 4 WA,RRANT lA ", l n es diffenn substantiall from the surround matenaL Dehver matenals to the . eS g Y . • • • C. A e ate. ASTM C33. - ¢ g�' g , . . . e owin season or one ear after ls and mstallat�on throu h one com let , , A. Warran materia g P �' g Y . , . . �' , fill,surface in �. manner to result in a well and umforml com acted fill. Before ' • , Y P D. Air Entramin A ent. ASTM C260. . , . , _ , g g . n e. acce ta c P . , i n re d ro m . com act o s a fill matenals m a xi atel honzontal la ers not eater P � I? PP Y Y � E. Admixture. ASTM C494 � �� • .. . . - , than 8 thick with u er surface a ro�matel honzontaL __. _ ._ � Pp PP Y D. Moi ture Control• If in the o inion of the Geotechnical En ' eer it is not ossible to obtain S . , P � � P ; 2A2 MISCELLANEOUS MATERIALS . . . - TE , , DIVISIO N3 CO NC RE S _ rm moisture content 'a din water on the fill surface add ne a . ECTION 01600 MATERIAL AND E unifo bY d g , cess ry _ , QUIPMENT . A. Curmg Compound Vertical Surfaces. ASTM C309. m i e' to t e fill material in the excavation. If in the o inion of the , o stur � � p _ - - B. Cunn Com ound Honzontal Surfaces. Sonneborn Kure N Seal L & M Dress and Seal . - . . . . g P � � , ; L e hmcal n meer the matenal ro osed for use m the com acted fill o - RMWORK � O1 TRANSPORTATION Geot c E , is t o SECTION 03100 CONCRETE FO _ AND HANDLING g p p p Burke S artan Cote or a roved substitute. , , , . , . P PP . . . . rmi a in an 1 wet to e t de uate com achon acce tab e manner nor to lacm . A. Trans ort roducts b methods to v P q P , �'Y P p P g P p Y a oid dama e. Dehver m undama ed condrti - � g g on m , , , , . ; o � , P e fill and backfill matenal wrthin+2/o of o hmum moisture content. = manufacturer s un lac p PART I GENERAL opened containers or acka n . 2.03 MIX DESIGN , P � g,�S' . , , , . , n , . , ; . , . . ': i . en as acce table uniform moisture co tent is obtamed com act each la er b E. Com act on Wh P , P Y Y ; p A. Desi . Pro orhon in edients for mixes in accordance wrth ACI 301 Section 3.8.2 Method 1 . . . . . � P � , , , 1 ical method c le to the Geotechnical En neer to the full densiti s as - • ` .02 STORAGE AND PROTEC mechan a ce tab gi e PART 2 PRODUCTS TION p or 2 or Section 3.83. . , � , , , A . ` , • determmed b STM D698. A. PROJECT NUMB R. All st r _ E o ed mat n e al and ro Y ducts shall 9 be stored on rt 8�43 p s e and secured a amst theft. B. Air Entrainment. All concrete work that will be ex osed to frost achon in rts final form shall ; g p . , , . : , , , . . . TERIAL S MA B. RMWORK . Stor FO e rodu cts in accordan ce wrth manufacturer s in c n m an a�r entramm a ent. - Other concrete work ma also have an air o ta g Y DRAWN BY. P stntchon, with seals and labels intact and $ . . . . MM . cA . . . . - 1 ood face r . . . . . me al metal framed d o . . Utili Trenches U der Slabs ex osed concrete with 1 ood t 1 1 . Interiar ty n A. Construct forms for p yW , , p Y�' s , eg ble.; Store sensitive roducts in weather h ht en 1 � p entramin a ent at the o tion of the Contractor. _ P g c osures, maintain wrthin ,, _ . . . g g P . 0 . . . _ . . . . . H K Y, ,- a ht s C EC ED B e ntinuous str i mooth . vid co nals to ro mate el e : de 95/o c e table an , � � on Gra other a c g MC.7M . P � � P tem erature and humidi ran r p r s N dmixtures will be allowed exce t as s ecified or a roved b En ineer. p ty ges e uired b manufacturer s instructions. . . . . C. Admixtu e . o a p p pp y g q Y . . . . . n I30L : . , 1 nce hmrts hsted i AC onstru ct to to era a kfill Behmd Retaimn Walls and osed surfaces.C - B c ex C. For extenor st r g o a e of fabncated roducts lac P lc hl nde shall not be added to concrete. D ES C R I PTI O N. g p , p e on supports above ground. Cover roducts Ca ium c o . P • ,, �� • • . , . . , o . � . , , . . _ ; . . . Re. Dr wm . ce table alternate. a s for s . be ical or ac . Foundation Walls 90/o ular concrete formwork. Sonotu , S . , B. Tub , � P h i ic sub�ect to detenoration wrth im ervious sheet coverin rovide D. Stren ths. 3 000 si unless ot erw se ind ated or scheduled. 4 000 si for all slabs. , ,_ P g, P vennlahon to avoid , . , . ., g , P , P • o SPECIFICATIONS � Intenor Fill 95/o re uired sizes q ��_ .�. condensation. . .� �� a�. m.�._�____m _T� �.: _�.,, . . . . . o , _ ��, , _ ber as directed b � , Pl ood steel or dressed 1um ,- � ,. _ _ : Extenor Uhh Trenches Under Pavin ' 95/o cellaneous non ex osed Concrete. , , y o,.. h' g C. Mis p Y�' �.., .. � ,v� t 2.04 MIXING . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . .: � .. . . .. � . .. � . . � � . � . � . . .. . .. . . . � � . � . . . . . . . � � . . � . . . . .. .. . ,,. j :i . �� .,.,, . . � rf/ � . . . . .. . . . . . . � . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . .� 7, . n . . .r i . . . . � . .. . . . . . . . . . . .. . . . . . . . . . . . . . � . � . . . . � .. . . . . . . . . . . � .. I . .. ,: . . � �. �. . � . . � . x . � . . . . . . . . . . . . . . . � . . . . . . .. . . . .. . � ., / � . r . . Extenor Fill Under Pavm ` 95/o drawm s. , . � 1 �. p i, , � f , _ g g m h ACI 304. � � A. Co 1 wrt �., r , , , ; f R � PY , _ , , a . � ,. �. � , _ � �_ c .�� . ,�!._ �... �i .,_ _ o a r,, �� .._.-, �, . ., , ,� . � � :, .��_. ,. � ,, _ R ., :._ _,_ � . . . _�..: E. ..._ ,. , ,.... ___, Trenches Not Under Pavm 95/o x._ _ , .,,.. �n ..__ � ,. .__ � .._, , ; � , , �M �, �-,_��-.._, ,,. . g � , .4:. . o � - . .,_ � Overlo t Fill 95/o � ddlin will not be allowed. The use of free water u REFERENCE �P g) ■ , > N RT , 0 H Nir.Hni s ., �_ _ _ � _..� _ � _._.. _ , _ ._. n_. ._�. __ _ _. ... , , ___,..�,___ ._._.. .. ._. ____.. _�...; _ _-- --._ ___ _.: _ _ __�. ___.__._�-- - . __ _ _ _� _�_.____ :._�._:.. _: ,..__ �� y._,;.. -.. - ,.. _, _._.�� _ ��,:.. - _ ' ----_.._ :. --- _ ; PART 3 EXECUTION , INSTALLATION , 2.04 SHEATHING 3.01 ERECTION AND . . , . . . , , , . , . • • e . r indicated . Ke R al drawm s. s and su ort m manne P k � r Sheatlun .As indicated on the structur g e oists m osrtions indicated on Sho Drawin , _ A. Floo g A. Plac � p P g PP � . . . . . . . • f . �, . . . , . . . meo ai ht lme from ti � _ 3.01 PREPARATION . S, a str 1 Sheathm . As indicated on the sixuctural drawmg oists in u n hf osrtion at all nmes. Hold chords m S B. Wal g , J P g P _ . . . , , A. 1 . . , , . . . . . , . � ' C eanm . Rem i . ove d rt ice 1 oose rust and scale fr wm s. g � , om walls ties nor to mstallation. As mdicated on the structural dra lied. _ , P C. Roof Sheathmg. g sethn unnl sheathm is app , > ART 3 EXE . . . g g , . ; . , P GUTION . . ; . . a t and , ntam ah en m to mai brac � , B. Cooperation. Check relationshi of maso to work under sechons coo w 11 tem or , - _ P �'Y nerate .�th others and 1: 'Thiclrness: as indicated. all bnd as erection roceeds. Insta g _ - -- __._ --- -_... B. Inst gYng P p �' � ; � . . . . , . , . , , . b : . nd ed e � co d r e Y r lue . an 1 th exteno dicated 1 mterior wi as m e i t f ro ect. Durabih . Ex osure g ) ent. Securel anchar roceed as desirable for eneral ro ess and b st n erest o p � 2. Ex osure ty p ( revent lateral movem y _ P g P � P P �, 3.01 PREPt3RATION , . . . . . . . , , , , , ARCHITECT RE PLANNING INTERIORS . to stock matenals to various work areas. n Glue. APA recommended. U . . D. Review site lan and include all e ui ment necess D. Floor Sheathi manufacturer. A. D P q P �Y g o not be m concrete work until are com 1 g operahons p ete enough to allow placement to be . ca . , . . rned on as a conhnuous o erat�on. Clean forms of debns nd ice. W t a e exce t in freezm P � P g ANCHORS _ RY . . . . 3.02 INSTALLATION OF STONE VENEER TAL FRAMING FII�TISH CARPENT we ather and c oat fo 2.05 ME SECTION 06200 rms as s ecified m Sect�on 03100. If water accumulates . . . . ) m the forms . P , . . ers. . 11 be full bedded and back outed m stacked installation. table Manufactur . . . A. GeneraL Joints sha dr1' A. Acce um rt'out �' P before concrete . . . . , „ P P is de osrted.` Clearl mark finish to surface of vertical member . A P Y P S , - wires ben t fa e hat are used for m the stone in lace dunn im son Com an - - , B. Wires. Cut off any ea h the sur c t h'p g P g 1. S p p Y PART I GENERAI, of the form wal . ls. . . n s,a ro erl covered to revent ubstitute. mortann . Exercise care that such e d re 2. A roved s . g P P Y P PP . , . . , d ; e uire s mdicated and r � occurrence of rust. B. T es and Sizes. A 1 O1 REFERENCES , q . . � 3.02 YP . PLACEME . 1V'I' . , . � . „ ad d n . ar s . h S tand . ua r. W dwork manufacture hi ectural o0 ' ended b of Arc t tY _ Its as recomm re uirements Q � . es. Provide nails and bo y A. Com 1 wrth custom ade . , , . . . C. Built In Items. E. Accesson b�' q . . PY A. Pl _ . . , acement. Com 1 wi . . , . th ACI-304. Provide um m e . : . p y ui ment as necessa to facilitate �� hrtectural P p g q P rY i hed b the Arc i ion as ubl s . _ ati ns current ed t r te to build m items of others into maso as work ro esses. Guide S ecific o , p Y ; l. Coope a �' P �' P � SUIT 43 hmel lacemen ' . . . 1730 BLAKE STREET E 5 , YP t. . . � .' �� : itute AWI . . . . 2. Lmtels. Install for o enm s over 16 in width. Install beds of mortar and do E CONNECTED WO OD TRUSSES Woodwork Inst . . . . p g . 2.07 PLAT , ' � ) R CdLORA04 80202 ; B. Com action. Com act concr � . , . . . DENVE ; p ete dunn and immediatel after de osrtm eve 2 of hei ht of . . . • ' p g y p g rY b nal Structural En ineen c�ensed in the _ beann the stam of a Professio g . . . necessa omtin . Submrt sho dravv�n s . rY P g A. P g g P 7 34 FAX 303 292 2601 u 303 29 33 or b e m ans of m echamcal vi brators and roddm . . . . . . . P Presence of hone comb will � Y g . Y . - CTS , 1 11 t clean 1 rado. ODU . . D n m . Where fresh maso oints maso that is arha 1 or tota se state of Co o PART 2 PR . Startm a d Sto �'Y J �' P Y Y , g PP g be suf i ■ ■ ■ ■ ' fcient cause for r . . . . ■ ■ ■ ■ ' ■ ■ '■ e ection of concrete. o J . - - ntent. . . , 19 o moisture co c h e maso and wet h htl to obtam best ossible ruce me fir SPF 7 to / . . . . ` . : the ex osed surfa es of t e s t B. Wood members. S ( ), P �' g Y P p P . �' C. Fmi ' shm . �Vhere to , , ; g s of oured walls form a fimshed surface immediatel fim h . P P , s m the form. Y . - alvamzed. See drawm s for rade B hot di ed g OR MATERIALS . bond unth new work. Remove loose maso and mortar. rs. ASTM A446 steel G , pp g 2.01 EXTERI �1' C. Steel Connecto , An . such w alls or surface s not fi mshed to a lev . . . . . r el ma be ordered r „ red ceda Y emoved and „ . wn western Y . . t Knots common smooth sa , Fascia and Tnm. S.T.K. Select Ti h h wall stud and 16 o.c. sta ered each A. Wood ) E. Accessones. Install,wall ties 16 o.c. verticall on eac � g Y gg etails and sha es. Stain er Architect. . � r custom d P P . . . e laced. . . p , „ C in botto m ed es. F 0 wed ! as indicated . No lrnots allo 0 4 o.c a roximatel 4 above ade. Grout g � . wa on concrete: Provide wee s at . , . . Y P PP Y �" O ; � D. Sl . abs form on Gr �c. ade. Where slabs are d i . os ted on earth care shall be'taken to obtam a . � � _ '� 'Q f its. Bead brand sheets mrter as shown. . , sohd below ade. B. So f • � _ 3 EXECUTION 9 PART P smoother level surface so that slabs will be of a , , umform thiclrness. � Q � �� O ' , , ; , rf �� . G. G 2.02 CLOSET SHELF AND ROD , 3.03 POINT AND CLEANIN 3. , 03 FL GENERAL . . , ,, . ATWORK_ 3.01 _ . . , . . . . . . . . . . . _ ther � um and o im . .c. max r. at 4 0 0 . rts � v�nth su o _ lv n ! � e coated meta.l wire she i ovide whit . : defecnve mt m ex osed maso and re omt wrth mortar. A. Pr PP � , : . A. Pointm . Cut out o s and holes nry p Dry ounds bloclan backin and framin re uired g I��U`I-��R�'� � A. g � p A. Coo erate wrth other trades. Provide wood gr , g, g g Q ; Screeds. Estabhsh fimsh lace of honzontal surfaces b screeds ah p . • p , ed and securel set Y � Y � � .. .. , as noted. _:� a ccessones t n f ach work and after final � �. . brush maso surface after mortar has set a e d o e da s � .�, , • �y Y and atch rou h ca en as re uired. for other trades. Cut � �TY q c-,��.�.�� `s aced not over 8 . . P g �'' � p a art and mstalled at the ro er level or slo e nor to the �' p P P P , p . . ointm . a P g V e osrtm of concr , , , . ete. . . P g . _ TION : mn eave the work area and surroundm PART 3 EXECU , . . ' : , D. Cleanm . U on com letion of omt�n and clea 1 g _ �� g P P P g g STALLATION 3.02 IN . B. Tolerances. Floor slabs shall be level within the maxi . . , mum tolerance of 1/8 m 10 exce t . . �� P . . , m 1 n lean and fr f r ots dro in s and broken aso . C ea . . . . surfaces c ee o morta s , , n anchors m accordance with the Uniform �► P PP g �'Y framm sheathin and metal frami �' (', A. General. Install g g wher dr i g � e a ns occur. Slo e to the drams a i . . . . . A R P s ndicated. _ . . TI N LA O O 1 INTERIOR INS TAL .,_._..-� ex osed stone wrth shff bnstle brush and water. Commercial cleaners and diluted 3. ..._ P Buildm Code. g . � . , . m. � shall not be us . A. uah Grade. AWI C usto acids ed. , Q tY m . 3.04 C B: Fram URING PROTECTI g . . . ; ON . . , : . . mish: rds of he B. In terior F . istent with ac ce ted standa t . manner cons in substanrial Perform framm P . . . , . . . . , A. G 1• . , , eneral. Protect ex osed g surfaces of concrete from remature in an . . . , P p d frost. Protect freshl • tn sin le iece. Mrter omts at �' g Y i le each len h of fimsh shall be � , . - O1VE c n L Wherever oss b , � g p , . . . SECTION 04720 CAST ST m lumb level and true and n idl an hor i P '. ca en trade. Erect fram g p , , g Y laced � �' concrete a ainst wash b rain and ra id m . ; P g Y P �TY g . . corners: B. V ei . . . . lace. rt cal surfa P , , . . ' ce . s Clean surf aces f o loose sand mortar d , . ebns and out. S ra 1 . � , i htl with racin wrth nails . . �� 1 secure to b �' P Y g Y v 1 lumb and true and n ht , _ �� 2. Install mtenor fimsh le e g Y g � . . PART 1 GENERAL r studs 16 o.a unless indicated ,P • nor studs 16 o.c. and all exteno water n 2. Locate all inte a d coat with a clear or tr . . . . . . . ! anslucent cunn com ound as soon . g as` ossible P . . ossible. Where surface naihn is , p � crews lue etc. Bhnd nail wherever g vide double studs both sides of o enm s and at end of S , g � P an d on the sa otherwise. Pro P g . me d . . , . a the forms are removed. Y neumatic � finish nails carefull set v�nth nail unch or use . ` necessa use P P . . . 1.01 UALITY ASSURANCE rY� Y , . Q walls. C. Honzon l ta Surface s. As so on as ossible . . . . . . . . after fimshin concrete surfa . • • - P ce a 1 curm , . . . g � PP Y . . . g fastenm device. . ahfic tion . Mi m of 5 ears ex enence m fabncation wrth . . . A. Manufacturer s u a s m um Provide contmuous headers or solid blockin as g � Q Y P L cate roof oists as mdicated. g � ; , � com oun d m accordance - . . . 3. o J . . . with manufacturer s in . . . . , ,: . . ; P struction. . er erection . ed es. Aft m wrth erfectl s uare , Exce t where molded mill tri S demonstrated abih to rovide cast stone re uirements of this ro ect wrthout m as indicated. - 3. p , P Y q ..., �S' P q P J indicated at oint beanxigs. Provide bndg g ) J . . , . , , . . ` � ' din . � ' r und ex osed ed es b san sh htl o g ro ess of worlc. h surface. g Y dela m nor to mstallahon of fims g Y P Y P b'� w ed lumber m walls and oists . 3.05 4. Re lace a J P . SCHEDULE OF C . P �P . . ONCRETE MIXES . . . . . , . . . , , . . . e or too L . r and free from machin moothed read for ainte . mish shall be hand s r li i ations.Minimum of 5 ears ex erience in handhn and installm cast stone bolt lates 4. F , y P ��, , B. Installe s qua f c y p g 8 tes at bearm s as mdicated. Unless otherwise mdicated, p A. Inten r 5. Anchor pla g o Floor S1abs on Grade. . . . . . . , . � �� , �� e S. i _ marks or an rou hn s . umts on ro ects of com arable size and uah . r bolts 4 0 o.c. 8 each direction Y g . P J P q n' i l to concrete with 5/8 x 10 ancho , ; frm . . , l. Stren th. 3 000 Y : g , si P . and d lumb in the o emn wed e, , indow Frames Install frames s uare an S, S 2 • from corners. C. Wood Door and W , 9 P P , : . Cement. T e I . . . . YP . � _ . . . ils. � nish na . n il vv�th fi . . RODUCTS e all T & G floor a , PART 2 P ain across su orts. Glu . � nstall sheathm anels wrth face PP � 3. A e a e C. Sheathmg. I g P �' _ g�' g t . 3/4 maximum size , . • • • � , . . . 1 e n and all Ins ect for s ueaks. Re ac a o sheatlun at all oints and su orts. q P Y ; 4. E g J PP P � ntrained Air. 3/o maximum ` , � . ATERIALS � �� 2A1 M . b weather. dama ed FINISH , ,: sheets 3.02 EXTERIOR 5. Slum . 4 maximum . g Y , _ � P . , � `. . . . . . . h"�� , . I r III white. . . STM C 150 Portland Cement T e o ufaciurer s _ _ . , A. Cement. A , , , ten in lace in accordance wrth man non corrosive nails. �. . � 1 Framin Anchors. Securel fas p Install m maximum len ths usin 6. W , D. Meta g Y A. g � ater Reducm A ent. Re uired. Protex Master Builders or acce t . ; � g g q � p ed substitute. . . _ . 3 ade wa hed natural avel or crushed aded hmestone. � : , : B. A e ate. ASTM C3 ,gr' d and s gr ��' M�� , . . g� g recommendahons. , B. Foot�n s Wall n . , � , s a d Extenor Concrete. . . g • i nt hme roof. , , TM C 7 or am ir n oxide e s . C. Color Pi ents. AS 9 9 c o , , : , g p � p _ TION . � T 'PROTEC W ISION 7 THERMAL AND MOIS URE 1. Stren th. 3 000 si . . DIV ; g , P , A61 ; D. Remforcm . ASTM 5. _ LTNITS g - TED STRUCTURAL . GLUE LAMINA 2. . . . SEC TION 06181 � � Cement. T e l . . � � yp o 0 � • o twee 5 -7 air . nment ASTM C260. Wet cast mixture s shall c ntain be n /o /o � , . E. Air entrai . �� . � ; - - IVE MEMBRANE WATERPROOFING i , 3. A e ate. 3/4 maxim . . - . . CTION 07115 SELF A DHES . g�' um size g SE Q . � :. n . . tramment where surfaces are sub ect to free thaw condiho s. en J _ . o RAI, '^ , PARTI GENE _ I 4. En �� trained Air. 5 7/ . . , . . . . � o . � • h f 650 si at 28 da s. imum e rve stren t o 0 : in a mm com r ss V 1 F. Desi mix. Atta � � . �� P g P Y _ . _ ( ..:_ 5. Slum . . , , . ENERAL _. ... . 3 maximum. . PART I G P_. __ _ � n mstallation. _ . Com 1 wrth Cast Stone Institute re uirements for fabncation a d G . _._..__: P Y q AS SURANCE , , 1.01 UALITY �, , . Q � , C . To m Slabs. PP � g . • • ' ' TC and five ears rT, n Institute of Timber Construcrion AI ber of America � ) Y . f cturer. Mem I A'. Manu a ED " � _ 1.01 WORK INCLUD ; . 1 tr . w ` . s � h. DIVI . . . , Q` , 300o S� SION 5 METALS . . . � P _ i s. . . . ral un t ed stru ctu mat , a lam f bnc ation lue enence m a O , ex g fin at the followin locanons. � . - p . ish and mstall rnembrane wate roo g . . . . . A. Furn �P g , 2 . Cem n e t. T el ' . . � YP � � � . icatm conformance of • �� • • with AITC uah mark ind � . r shall be marked g , Mark. Membe s Q t3' _ and walls. „ B. uah nto roof at intersecnon of roofs 1 . � Q tY Ennre of roof and la 1 6 0 L P , 3. A e ate. / rnax _ ty � z imum size SECTION 05120 TRU T gS�' g S C URAL STEEL � , l � , • • • ANSI190. . ^ - . o i 4.' Entrained i � � A r. 3/o maacimum • F�+� : „ . , ; � . • _ 1.02 SUBMITTALS � _ 5. Slum . 3 maxim um TI E . P PAR G NERAL . , , . � . Section � FERENCES all roducts furnished. „ , 1.02 RE co ies of manufacturer s lrterature for M�� , : . A. Product Data. Submit P . . P � - . . _ cific ions d e at ufactunn Standar S . nd Man AITC 117 82 Desi a , p and Manufactunn . g A. Desi � � g � � 01300. SE - . ; CTION 036 . 00 R . G OUT 1. 1 I 0 UAL TY A SSURANCE , Q ; od S ecies. ' _ f oftwo Timber o S � ►•-� , mmated � , . far Structural Glue La P A, Welders: AWS cerhfi , - ed. �- _ : I NS JOB CONDIT O P 1.03 � � ARTI GENE . . RAL , . , . . . -�" , . mimum re at m eratu S strate tem � 1.03 SUBMITTAL vironmental Conditions. Dunn cold weather, maintam sub p 1.02 REF . . A. En g , ERENCES • • • OO � . • _� : n s. Submrt in accordance vcnth Section 01300. . A. Sho Drawi , . . e ees Fahrenhett. . ' P g of 40 d � 1.01 WORK �' INCLUDED A. Structura W , 1 Steel ork. Com 1 wrth AISC S ecif c � . pY P i ahon for the Desi Fabncation and . � - � , A. Furnish and instalL• . . . Erection of Structural . Steel far Buildin s. _ g . LING . AND HAND , RAGE . TO Y S . ELIVER 4 D lA _ , DUC TS . RO 1 . . . P ART 2 P . Gro un ut der steel beann lates B: Weldm , . • • . Com 1 wrth AWS Struc - � g p g P Y tural Weldm Code Stee101.1. . 1 g durui transit. Members shall be bund e � rovide rotection for members A. Memb ers Protecnon. P g P � ; � wra ed. , _ , Pp WATERPROOFING MEMBRANE PART 2 PRODUCTS _ , 2.01 1.03 SUBMIT"TALS ; ms . . . . . ste . Acce table S A. ; A. Sho Drawm s. Submit in acc ordance wrth Sect�on 01300. P Y P g • , - � , � . . . i thane , , . . . l. B tu 2.01 MATERIALS . . in . . , _ un 1 mstallat o . n slin s for handlin s. Kee wra in s mtact ti B. Use non mam . g g g P PP g vcnth all _ Water Guard Wra Jif Seal Ice and . 2 A roved substitute Protecto fy A. Acce table Products. 1 4 . pp p P A DELIVERY,STORAGE,AND HANDLING , . , _ , d cts. ; . . , necess ro u �Y P 1. Master Builders Masterflow 1 ; 7 3 A. Materials to be mstalled b :Others. Deliver _ _ . y anchora e devices which are embedded m cast in . g 2. U.S.Grou • . . . . . ' t Co . Five St ar Grout � lace concrete or maso construchon to the ro ect site m time to be 1n - p �' P J stalled PART 2 PRODUCTS , • ;, . _ N . EXECUTIO 3. L&MCh emicals C stex PART 3 , b f r the s - - rY e o e tart of cast in lace concrete or ma ; p so work. Provide settm . �3' S � 4. B r _ , , , u ke Non , , Metalhc S ec . P drawm s 'tem lates and directions for m � g , p , stallation of anchor bolts and other MEMBERS . 2A1 . , . 1 APPLICATION 5. A rov 3 A . , � ed Subshtute . . PP devlces. . . . . � . de. : A. S ecies and Gra mb m P ne co . ho d d ro echons smooth fill voids and y . . A. Clean surfaces to be wate roofe , grin p J , . � _ _ 1 Fir 1. ' S ecies. Dou as , g . p se scale fins dust . h down surfaces to remove loo , , , _ . . concrete walls with out. Brus PART 3 EXECUTION _ ; . �' PART 2 PRODUCTS , , , e. Siructural Crrades as mdicated. ' . ;2. Grad . . . etc. . . . diti n. B. Co nditions of Service. Wet Con o : � � . � � a i . B. Pnmin . Pnme surfac es if recommende . 3.01 INST g , ALLATION 2.01 MATERI .' ALS . , . nt. Untreated. C. Preservahve Treatme . . �� . neath all . . . - membrane be s of wate roofin wide x continuous tn ints and Breaks. A 1 a 6 p � g ' A. Com letel fill wi • . C. Jo PP Y th out under steel beann lates and as mdicated. A. Steel Sha es B s and Pl P Y �' g P ar ates. ASTM A36 . . , . P , D. A earance. , ...__ _.. _._ PP , . fore _ . _._ . , _. _.._ . • . zontal to venc�al transihons and at all corners and angles be _ . omts and at hon . J a B: S ! tructural Steel Wide Flan e Sha es.ASTM A 572 Grade 50. 1 ade. . g P , L Concealed Members. Indusma Gr . , . , rane. , . a 1 in memb , B. Se m e . PP Y g a 1ss e ie A ' St el P . STNT AS Ol . ade. itectural Gr . Arch . . . . . . . P Ex osed Members. . , 2. �� p . wlth mastic The information contained m this drQwm . . wide x cont�nuous stn of inembrane g , ions and Penetranons. A 1 a 6 p � . . D. Terminat PP Y . . . . C i . , . . . Pa nt. Red Oxide .. file is intended for use oni on this E. Protechon. y , _ ,. mahons . enmeter of all term . . A NRY . . . nded b the manufacturer at the . � e DIVISION 4 M SO sealant as recomme p y r h rized re roduc ion or use ; � ; , o ect. Unaut o p t 1 to ends as soon'as racticable after tnmmm if ex osed. , . . . P � , , 1. End Sealer. A P g, P . . , . , PP Y _ $ ,: wm s. . _ . . . enetrat�ons and as indicated on the Dra �n other ro ects �s not erm�tted. The and g p � P - . P . .. PART 3 EXECUTION ler if ex osed. ces. Sealed with enetratm sea 2. Surfa , P t p g Mulhern Grou Ltd. assumes no liabilit for : m ufacturer. P� Y r - A 1 membrane s stem as recommended b an SECTION 04200 iTNIT MASONRY ` E. Membrane. y Y . . , PP Y � . unauthorized reproduction, chan es to or . 9 _ ..._. ._ . . , , I _ . �..... ..:: . _.._.. . . i rm tie hrei 3.01 ERECTION _ .._ _ . use of the nfo ation con a n d e n. : WARE , - `� 2.02 HARD u _. _ 'nf ' c ntaine herein as _ - . . The i ormation o d , P . ART 1 GENERAL . . . . . . . . . .. . . . . . . . . '� . �. . . . . . . . . . . . . . . . . �� ..� . �' A. General. Erect structural steel in accordanc - • . • e with AISC S ecification. .' atenals. SECTION 07150 LI UID APPLIED WATERPROOFING _ , P A M Q rovided on an as is basis. The Mulhern , . P B. Tem r • � , , . , , , ; o a BraC1n . Pro 1de tem Grou d�scla�ms all warranties with re ard ora bracm as necess for dead load wmd A36 p rY g p rY g �'Y , and erechon 1. Steel. ASTM P 9 1.01 ' WORK IN , : : CLUDED to the data contained in this d awin file i stresses. . . r 9 . , 2. Bolts. ASTM A307 PART I-GENERAL . , , h Iv : . . . . . and to the erformance of t e de i e A. Umt mas onstruchon. . . . P rY o c . . . . . . . �' , C. Beann Pl i '. ates. Al indi�idual beann lat s f r � , e o beams and similar structural ws. ASTM A307 . . . . g � $p members wrth 3. La Scre media mcludm all im lied warranties of UT11ts g , 9 P , 1. Calcium silicate maso • : . ruS' • • , • fitness. The Mulhern Grou Ltd. assumes ! steel wed es or shims. , p, g B. Fuush. Steel nme coat 1.01 LOCATION OF WORK . .. . P . . . . . . : . . . . . li r li bi iti s for am es no ob ations o a i e d a . , , � f otin 9 9 fr m o D. Erecti n wa e roofin o . . . . . o Tolerances. Er c xtend t e t individual lates so'th ndation walls at all umts. E at the deviation from lumb level and A. Outside all concrete or block fou rp g g p p � includm but not limited to conse uentiol _ . g, , q PART2 PROD UCTS ah ment sha11 not exc , wate roofin . . . , , . eed l d e of to 500. de. Stnke a clean strai ht hne at to e dama es arism out of or m connection � , 2.03 , FABRICATION to fimsh a , g p g rF g 9 9 �' , . . . . , . . . ith 'the se or e ormance of this ; E. Base Plate Grouhn . See Section 03600. rds. w u p rf . . . g A. Fabncate m accordance wrth AITC Standa � _ :� . . . . . �.:. _ . . : . _ .... . drawin file and its delrve -media. 2.01 CALCILTM sihcate masonry unrts(pre cast concrete) _.:_:.:. 9 r5' . , . :. NDITIONS ,, « „ 1.02 PROJEC'�CO . _ nai sance Stone b 1 Random sizes 3 5/8 thick e ual to Crtadel Series Re s . Size. Y , • , , • '. q . de ees Fahrenhert. . . _ or surface tem erature is below 40 . . • CUTION A.Re uirements.Do not a 1 if air g'�' ;. , PART 3 EXE q _ PP Y P nd detail b Archrtect: .. � Arnscraft.Alternate manufacturers will be considered. Color a , Y , - ND PLASTICS . DIVISION 6 WOOD A DATE REVISION ' ` TION _ RODUCTS � 3.01 PREPARA PART 2 P ��. i. . .. ; . . . . . . . . .. . . . . . � � . . . . � .�.�� .. .. .. � . . � . � . � . . . � . . .. . . . � . . � � � � . . . . .. � - �� . . . . . . . . . . . . . _ SECTION 04400-ST NE . O . � 1 P : I IN ET _ work and field measure as re uired. 2/20/00 R C G S SECTION 06100 ROUGH CARPENTRY A. Ins ect revious q P P ,, ., � l" M ATERIALS _ E 2A � PARTI G NERAL ' , � � . . . , _ 1 rthne com onent moisture cunn modified o e a _ _ ERECTION ANI�INSTALLATION A. Li uid a lied wate roofin . one , g, p Yu PART I GENERAL 3.02 q PP �P g p : . . . . . , , • • • 5 mils• s ra tion. Accuratel assemble to lmes and thiclrness of 5 members to ether accuratel without modifica y elastomenc com ound. cold a hed to rovide a wet , p y, . A. Fit g Y P PP P , 1.O1 WORK INCLUDED a , , . . « „ • 000 . _ n Sho Drawm s. Basis of Desi . Sonneborn HLM 5 . elevations mdicated o g trowel or roller a hed. . 1.01 ' REFERENCES P PP � A. F • , . . , , . . . . . urnish and mstall. . „ • • m.' , N ti n 1 e i Protection Board. Miradra A. Wood Framm : Com 1 wrth re uirements of Uniform Buildm Code and a o a D s B. , g PY q . g � n er . . . . . 1. Stone maso ve e . , . � av � _ OD JOISTS c ion current edition as ublished b National 6 PLYWOOD WEB WO S ecifications for Wood Eonstru t , SECTION 0619 h fir lace. p � P �' 2. Cut stone slab heart at � • • _ I N . A so i n PART 3 EXECUT O � Forest Products s ciat o . r om and master b ath. : - 3. Cut stone`slab vam to at owder o _ �1' l� P , . _ RAL lint ls. , PARTI GENE f r led er and e : 4. S l an le and anchors as needed o tee g g �: _ - TION PART 2 PRODUCTS 3.01 PREPARA . , ln , m ro echons smooth fill voids and hon e comb . lean surfaces to be wate roofed. Gr d , y . _ 1.01 ` SUBMITTALS A. C �P P J v 1 b Arc hrtect. n d stone veneer for a ro a . . . • • . 1.02 Submit sam les of cut sto e an P PP Y • wrth Section 01300. ces to remove loose scale fins'etc. ' . A. Sho Drawm s. Submit m accordance concrete walls wrth grout. Brush down surfa , , , 2.01 ROUGH HARDWARE p S . . , e f the --t h ers etc. nec ssa or A. Provide necessa bolts screws nails ch s lates stra s an , , � iY , , � P , P , P � g n' PART 2 -PRODUCTS • , . II�tG : L f E AND HAND h a n . se correct matenal of ro er slze and stren th or V RY STORAG 02 APPLICATION. completion of roug c rpe try U p p g 1.02 DELI E , 3. . . . . . . . . . - , . , . . PROJ CT UM R: . . E N BE 980 43 or rotection from weather. ff the ound and covered f ccordance wrth manufacturer s mstructions: the ose mtended. Conform to the re uirements of this specificarion, the notes A. Sto�'e oists in vertical posrtion,o gr p A Apply membrane in a 2.01 STONE �A P�P , 9 J . , . . . RAW N Y: 1 i codes. D B . i le bui d n . r wm s and a l cab D a ` MIVI he C on t A „ g PP g . t ne m roken ashlar attern natural s o . A. Stone 4 nommal thickness sandstone or fieldstone rando b • P - W - FFIC BEARING DECK COATING ALTERNATE ; , _ , , . . - UCTS SECTION 07180 PEDESTRIAN TRA ( ) . . PART 2 PROD _ CHECKED BY. � B. Steel Lmtel. See Division 5. �- . _.. ,. .__... M GM 2.02 FRAMING LLTMB ER � , < � ,. .-�: �,'.,. . :. �. . < . , ,e ,� D S RIPTION. . .� E C = �. { , � ctural Dravcnn s. T 1 GENE r indicate on Stru TS PAR Joists and Headers. As d D WEB 70IS r A. Studs g 2.01 PLYWOO : � 1 . , � : � . -: .. __ -____ ' .. . _ __ _._..__ �� f,� . . . . � �f�„ . . �..e . � . .. E. � .. . s 2 ESSORIES . , _.. _ _ , . t� 2.0 MORTAR AND ACC . � f , ,t. , . ----� ,,�_.._:... __ -,_..::._._ :._._v : ,.�� -. ,. , �� _. , - , , _ . �.,�.. � � .. l.. � • • 1 s Fir on Hem-Fir Standard Grade or Better.' ' . . . . � .._ .,�. � B. Bloclan and Furnn . Dou a . , . � :,, �.��, ��.-._. .__.-- '. r S g g . _ ,� ,, , ,. � � SPE 1FICATI . .� -� � G ONS ndard . �, �,�. e w,/ . nd cement. Colar b Archrtect from Manual Sta A. Mortar. ASTM C150 T e 1 Portla . . . dicated or a roved substitute. u , °�.,..�,�, ;, � Y Boise Cascade Co .as in .., , : ,_ YP A. Joists. PP _:;. � _ .. _,.�.,�� . � ,., ... . . . D ��l � , . _ � 1 re e ate D u 1 Fir . RK INCLUDE _._ �, �� ... r er. Sill ates shall be ssur tre d o as 1 Ol WO � C. Plates. Dou las F�r Standard G ade or bett P P g , . . . �� . g .. . mended b . ' . ._ com . . 2 T e S h drated hme. t d and re . ate. ASTM C 07 . nt as mdica e . olors ASTM C144 standard maso e a e , . . . es and attachrne Y , C . �' � g� g YP Y �� . B. Accessones. Provide bndgmg,accesson , k ated locations ecorative elastomenc coatm a lied to raised extenor concrete dec s. or Redwood. Re.Drawings for addrtional pressure tre . A. D g pp _ table. , Water clean and o . . ` • • • • , manufacturer. � p . finish under this alternate. . Drav�nn s. Furnish a cost alternate to do this work.Deduct ex osed a e ate P . • • D. Beams and Columns. As mdicated on Structural g B. P g�' g . nch rs. ! :� B. Wa11 Ties and Accessones. Hot di ed alvanized corru ated buck a o PP g g 'PART 3 -EXECUTION ; _ . . , r commended b ms sealed as e C. Throu h Wall Flashm . Uncured EPDM 60 mtl thick,v�nth sea y g g � ' -L BEAMS -° n facturer. 2.03 MICRO AM he ma u t .� , . • • win s.. _ h l dra eams. As indicated on t e structura A. B g REFERENC E : . NORTH ■ � ; , � NicHO�s � _ � .._ __ - ---- .__.----_ _ _ - - --.. - - ----_... ._.� _ _.__._.. ___..._.._ _ ..,_ .____ ..... ... ... _._ . _,_ _ . . ._ ._____ ..._.. .. _ _ _......_ __. . .. ,. __.... _ ......._..__ _. . . . . _..__... _ _ __ ___ __ _ __. _ _._._ _ � _ _.:.. ::. ._ _.... . - ---� ____ ._. . _ - -- �..,.v � __ _ _.,.. - ----. ----- ___ . ._ _ , . _ _ _ ART 2- - -.__..---- __._. .. . _._ .. . _ __ �.,��.-.,�.... P PRODUCTS - DUCTS' � ART =EXE TION .. PART 2-PRO P 3 CU PART 3 -EXECUTION , -' 2.01 MATERI ; , ALS . . ORS R DO 2.01 EXTERIO 3.01 PREPARATION 3.01 PREPARATION _ : . . . A O FLEX b Gaco Western A. Seamless surface a hed elastomenc coatm s stem e ual to G C ' pP g Y q Y . n desi m dicated. . . ustom wood i • Door. C Field Measurements. Fiel o n f r or nn em ere r m • . A. En � A. d measure eni s be o e de t d o sulat�n lass A. General. d Peda ard Dallas TX . m' . . . P g g P g g , Inc Waulcesha WI. A roved Substitute.Neo ar , , . , . � , , g b ) � Pp � _ dicated. a 4 unless otherwise in . . -Thicknes s. 1 3/ _ . 1. roducts. Be res onsible for ro er fit of field measured roducts. _ � . . P p p 1� P 1. Sand fimshes on wood and metal surfaces between coats to assure smoothness and B. 60 m�l thick UL 790 C1ass A fire rated coatin s stem. . . . . - . . g Y . . . mished wood for field fimshm .. 2. Faces. Unf g B. Protection. Com letel cover lass dunn s ra amtin or other construct�on o erations that • • , . . . P y g b P Y P g P adhesion of subse uent coats. Use extra fine sand a er to avoid cuttm . . . �� 9 P P g I < : . ulatui lass umt S, . 8 m m.clear tem ered ms dwith5/ gg . . t laze lazin . Fac o P 3. G mi ht c use ma n'g a da e to lass. g the ed es when sandm . A 1 g b g u or s ackhn com ound after g g PPYPttY P g . • ,' 2 2 . P ARCHITECTURE PLANNING INTERIORS .0 APPLICATOR UALIFICATION5 Q . . , , . . . ware. Sect� on 08710. 4. Hard . . g r 1 sur aces a e r med and nmer is . Bnn filler m enal flu h tli , at s s v�n h . p P �' g _ he manufacturer. A. A hcators shall be licensed and a roved b t • � PP PP Y . Section 09900. S. Field Fmish. 3.02 INSTALLATION • • • ad oinm surfaces. , and J g it steel tr ack umts w h me ms ulated . head doors. Wood vene er faced m etal fra ctional over A. Sto s. • • B. Se 2 . . p . Wall shall be erfectl clean and smooth before starhn work. Fill cracks . . . P Y �'Y, g , 2.03 W . „ A,RRANTY � ved . . . . « isconsin or a ro . . . River Falls W esi er poors Inc. , pp lection b D , . . ece Col � . r . Maste i � 1. Hold lass wrth wood sto s as detailed. Sto s will be furnished under other A . . . . rolle s rp Y g p holes or checks full and make smooth before finish is a lied to surfaces. � A. i w rran between the manufacturer and a hcatar a ainst failure of p PP Submrt a wntten�o nt a ty Pp g . ti te. section of these s ecifications. • . . - . subs tu Fill cr k w i P ac s etc. h ch occur after walls are sized. Wall shall be erfectl or a enod of 5 ears. > > P Y 'matenals and labor f P Y .. .,_._ �.w-. :.. , 2. Carefull rem ve n t al e d in lace as necessa to ermit the lazin . . . . . , ; Y o a y s op r a Y P IS' P g g and smooth before finish is a lied. � �' Pp RS , . , _ . . , , DOO i wi h ut dama e to same RIOR 3. Handle sto s carefull and ro erl nstall t o . 2.02 INTE p y p y g B. Intenor Wood Surfaces. Touch u sa and lrnots wrth sealer. Fill voids wrth lead u after 2.04 MISCELLANEOUS , , . P P P P th' � ustom. � � . . . core desi as indicated,c • . . . . A. Wood solid gn B. Glazm in Wood Frames. ' er i . g nm s d . n. P rY r to installat�o k ll omts and cracks no A. Consciennous 1 caul a . Y J P . _ e . . . . . . l mt . . . , . . 1 30 ST ET SUIT 4 a 7 BLAK RE E 35 far structur . E one ear warran �tY r shall rovide L Center lass in lazm rabb t o maintain recommended clearances at enmeter on e B. Fabncato p Y h' g g g e t p C. Interiar Ferrous Metal. Remove forei matenal from un rimed metal with wire brush and dust 8� P . , _ DENVER COLORAD4 80 02 _ as noted. 2 ire rated doar all four sides mside an out. Rest lass anes on settin blocks as recommended A C. Provide f , d g P g clean. _ N DING INSULATIO SECTION 07210 BUII, . . . . . . . . X 303 297 �334 FA 303 292 2 01 ` . 6 b the lass manufac rer _ � . D: Sho Primed Metals. Touch u sho rimed metals with a nmer similar to the exlst�n . y g P P PP P g _ , . , , , , . ■ ■ ■ ■ TION ■ ■ ■ ■ ■ ■ ■ PART 3 EXECU E. Intenor Zinc Coated Metal Galvanized Surfaces . Wash v�nth mmeral s ints and nme as PART Z- PRODUCTS � ) P P ' 2. Ins 11 shim as rec mmended to maintain clearance between sto s and face of • ta s o P s ecified. P , , h ldi 1 ew' hm , . , . , las . S 1 s in a ed of 1 zin com ound o n ac rt etal 2.01 MATERIALS 3.01 INSTALLATION g s et g a s full b g a g p , p F. Intenor Wood to be Stamed and Finished. Sand to smooth fimsh. Fill voids and nail holes after , . , . . . . , , i . . _ . , , , i h tal sto s as s` ec fied above set m a f 1 raL lazm ch s or shims then sto in w t me u 1 C ene A. G , fir t i i 1 0 g g , P P s coat s us n a fil er com atible wrth fimsh s stem and matchin color. F . i tances as follows. . p p �Y g p Y 4 . Provide thermal res s A. Blanket Insulation. Faced fiber lass batts or blankets . � . . . . . g � g . . _ In no case shall �� . . . . . . O lanm and fit to hei ht usin hand cross cut saw. th b g bed of lazm com ound. Maintain a mmimum face clearance of 1/8 between • � l. Fit to wid y p g g . , g g p G. Extenor Ferrous MetaL Remove forei matenal from un nmed metal v�nth wire brush and '< � . _ . . � P 1. Walls. R 19. 9 those for which the were aller than P enm sizes sm Y . t down to o la s faces and me al to s as called for b FGMA Standards. 4 . doors be cu p g g S t S P Y . /�.. dust clean. - � = i h densi . 2 Roof. R 38C . tY) . . . . , O ; ll'g n� r , . � r ._� _. , . • , u • 1 d. ` ac tur e � nuf ma H Ex enor Zmc a 1 1 i _ . t Co ted Meta Ga van zed Surfaces . Wash wrth muieral s ints. f..�� ..^�_� G. r Closets and In Plumb m Walls. R 11 each � ) P nd Bath Toilets Washer e g 3: Walls arou , �Y . . . . . . . , . � �^ • r ut 1 t m i e es of full size re ui ed b the o enin s Ed e . 3. C ass v�n h s ooth,stra ht d L Exterior Wood Surfaces. Remove dust and forei matenal from finish with water and ! - - B. �Ianging. . , g g g q Y P g g � �' 1 � � side. . . hardware . � �.,J��o�.�i n tallation of dware as scheduled. Before i s � • • . ' . . fit far har __ clearances shall oom 1 wrth FGMA Standards. .� . __... _ ,_,. ......__ sizm doors _�__.... thorou hl bef re ain i � l. After.. � _._. � _ ._ __- P Y g y o t n . �-, a.., 4 Use foil faced insulahon m crawl s a ces. P b �c1 , . P c..�...�.,ti,� �. , . . . � . surfaces. i e cut l o at to ob s t . an extenor sea o brush a 1 J �,) , pP Y . . B. Va or Barner. P . . • e 1 . L v mo h nd clean. R move azin com ound 4. ea e lazin com ound and ut s ot a , g S P P g g P 3 A2 MISCELLANEOUS RE UIl2EMENTS . r arner Q een d all and msulahon no va o b nd Roof. 6 rnil ol eth lene betw � P l. Walls a Y Y rY�' . . . . . P • . . . he fm h . . and u from ad omin surfaces wrthout dama in t i s . _ P tty J S b g A. Fir lace Flue Ca s and Mechanical Vents Above Roof. Pamt steel stack wrth heat resistant 1 � P `C�' at tiled wal s. . G , . . � D R . A . . . ta k aint. herwm- ilha St s c S W ms SW ack Paint with a h i - WS AND FRENCH DOORS s alt c base or e ual. Black ical. wl s aces.. N 08610 WOOD WINDO P P q h'P F K foil at unfmished basements and cra SECTIO 2. Use 3.6 mil S P , . . . • 1 1 1 zi a d durm hi m or construction. 5. Re ace al a n dam e g s g , P g b g PP C .Housewra . P . 3.03 PAINT SCHEDULE . �� _ � wra ical. PART I GENERAL 1. Stud framed walls. T ek house p,� Y� . , . - . A. um b ar • _ G s o d. , . T e N R 5.0/inch. . ene com 1 m with ASTM C578 , nsulation. Extruded ol s YP � F. Board I p Y h'I' P Y g . 3.03 CLEANING St . _ 1. 1 coat. al d based i ented sealer. , kY P � 1.01 SUBMITTALS : , . . . . . . nd rd • . . . d and u carefull removed from . _ - A. Leave lass in a ob clean condition wrth lazin com oun . g J g g P P th' Y 2. 2 and 3 coats. al d based sahn enamel. , bmit m accordance with Section 01300. 1{y _ GLES A. Sho Dravcnn s. Su � T ON 07212 CEDAR SHAKE SHIl�T P g . . . . , . . , SEC I HIl T i Final cleanm of lass is under Section 01700. . , the glass and ad�oining surfaces. g g B. Extenor Wood. ; ... :... . . .. . .. . . :. . _ .. _:_;.. ._. ... .:. sc • . ; .._.__ _ 1. l coat: al d-based i ented nmer. _ k5' p� p : _ PART 2 PRODUCTS _ PART 2 PRODUCTS � nd rd . • � 2. 2 and 3 coats. al d-based semi- loss enamel , k3' g • OORS C. Metal: ` , ACTURED WOOD WINDOWS AND FRENCH D � 2.01 MATERIALS 2.01 M� DIVISION 9 -FINISHE ; , ..: . . . . . . . . . . . . . . . . � � �� ..�.� . . �.... . . ��•� ��. . � . � . . . . . � . . . � . . . . . . �5�� ., �� • . . . . . . . . . . . . . . ,. . . , in or 1. 1 coat. e ox - ol ester-based metal nmer. {�. Wmdow&Door Inc. Subst�tutions b Andersen,Pe11a,Marv A. Basis of desi .Eagle , � Y P Y P Y P A. Shakes oo . b� . � •! . . nd rd . .... 2 2 n 1 d-based e i- • • . a d 3 coats. a s m loss enameL , red . ufacturers will be conside kY b other a roved man ) 1. Western Red Cedar shin les. Pp g N 09250-GYPSUM WALL BOARD' . . . . , SECTIO , . . od D. Wood Shin les and Shakes: , ufacturer 10 standard colors wo 1 minum clad colar b architect from man ) g n les. B. Fmish.A u � Y 2. A ro nate starter shi I� g . . Sc . . . PP . . . . . 1 1 mi- arent oil st i . �eld fimshm . . coat. se trans a n. exterior unfinished�'ir mterior for f g P Walls . � G. Shake Panels ) - ENERAL . . . � , PART I G na . „ , . _ • . 2 - n i i . « 2. coat. semi trans are t o 1 sta n. no tnm board ASTM E 84 Weatherstri ed. ora even butt wrth corner tnm ), C. Weatherstn . pp p L Shakertown Contem � p , P n' . . . . . . . �� „ . E al Stone: ltitude desi with S/8 mm. clear double lazm ane 1. . Natur lazed hi h a g g P e two course anels. D. Glazm . Facto � B flame s read 4.5 ex osur , p g r1'g g Class , P ALS P . . 1 SUBMI'I"T . , . . ` lA � . . . • L Dee enetrat�n siloxane water re ellant for un ohshed stone surfaces and.mortar , . lass in locat�ons re uired b a licable codes. Provide safe q Y PP . n 01300. p P g P P h'g . t m accordance with Sectio , . . . A. Product Data. Subrm • . � e or wood omts. , ide ext n d related items. Prov ardware anchors an , . ide necess h J M�� , _ - EPDM ROOFING E. Accessories. Prov ary , , SECTION-07533 FULLY ADHERED . � --- . .---___--.. __^.w�,.: ._:.--=- : ' , .. . • t nor. , ne _ amb extensions on i � _ . . . . . W . .rt - k i 1 in h ht valence trusses doors base wmdo s tnm etc. Fi s coat - DUCTS F. Intenor woodwor nc ud M�*�� - . , . . . PART 2 PRO g g , .� , � , , , , ' �T� 11 re lated tn m and flashm s. - r m Flas hm s. Prov ide a F. T i g . . . . , g _ _ _ 1 GENER.AL i PART semi trans arent stam. Second coat sem trans arent stam. . p f.+-�I . P ; . aratel . ble sash. Shi screens se fiber lass mesh screens for all o era p y G. Screens. Provide P P g - . TERIAL S . .O1 MA . 2 . . . o �. ,y ti lo cal serv ice re resentative. � _ her to id en H. Windo w su �' P ^ 1.01 S UBMI TTALS PP ard. . Bo _ � r� . . . . . A. G sum . DIVI5ION 10 SPECIALTIES � . . . . . � • i n. • . , nformat o es. l--•�1" descri tive i re uired b a hcable cod �+ 1 hst flashm details and Provide e ess wmdows as drawm s with materia s , P I. Q Y PP e X Ta ered Ed e where re urred. A. Submit sho g g �' Throu hout 1/2 Firecode T p g q p . ° l. , � Yl� ) . . . g . . . F*� � h wn. ed 1 i hts where s o �� dern divid dicated. < Provide mo rwise m J. s othe g e unles e lar. Us ` � d eR o ed E � v 2. Re ular 1/2 Taper g � _ g E TI N 10300 PREFABRICATED FIREPLACES AND STOVES S C O IONS . . � ALIFICAT G W/R. 1 A2 U Resistant. US Q . . 3. Moisture . ,_ . � � , aller. inst ved roo fin • • ' , nd a ro _ �� . aths.. � 11 be a hed onl b facto trained a pp S PART 3 EXECUTION rT, A. Roofin s stem sha y y rY - ns-Shield tile backer board belund all t�le and in showers and b _ :_: g Y pP - 4. S/8 G P De _ . __ .,._.. _ PART1 GENERAL n �-�1 ; . :,,�__ . o sones: B. Acces V JUSTMENT . TALLATION AND AD . � S � 3.01 IN � 2.01 MATERIALS . G No.2008 and 101. . . . 1. Tnm. US _ , . � 1 BMITTALS „ .. . . . ' 1.0 SU awm s er s mstru ction and revie wed S ho Dr �--� dm to manu factur ws a ccor g wmd o P . , al. Inst all . Gener 1 . � A. b et ed es on hi k remforced. t she 0.060 t c il a ` , A El t meric fin m rane sh be EPDM matenal minimum ws na s . as o roo emb all , , . . 2. Fasteners. all scre , S Y . Q g �'�'�' ^ � . A. Product Data.Provide manufacturer s standard details and catalo ue data demonstratm . . . . _ g g „ - . 1 . Re ro er � « e c tionm � . with all hardwar fun k freel h to war le sas Y o erab g p P i--� _ Ad u st . . y �a. rner b r b Architect. 4 co 11 Adhered Roofin S stem . Colo P ed 3/ B. Basis of Desi . Carhsle Sure Seal Fu J corners to be bead Y g Y Y . 3. Outside � , .; . . o her tatutes . com hance wrth referenced standards. Com 1 wrth local state and t s � : , p PY � � rtect. . com letion of the ob if directed b the Arch ad ust at Y . . , . J P J . . � i Treatm ent. C. Jo nt � 1 vernin the installanon and use of as-fired unrts. M��I .. and re u ations gQ g g , g . _ _ r ual. em o e on d s st /Durab • � 2.02 MI ELL f A Ta e . . . . SC ANEOUS 1. D all. USG Per Y q p �'�'�' � • , . L Provide installation instructions. � 2 CLE Al�1ING . , , . 3 A ish.. A Run mat nal er 8 u and under slo ed roof. xture. San d fin . e und Te � SG . Texture. U � p P . . . . : . 2. � . • 2. Submrt o eration and maintenance manuals.' ne under Section p b clean condit�on. Final cleamn of lass vcnll be do �1 A. Leave wmdows m a o g g � J _ �i _ 01700. � SECTION 07600 FLASHING AND SHEET METAL ' _ TION U EXEC PART 3 � PART 2-MATERIALS � � _ ARE � _ ION 08710 FINISH HARD W PARTI GENERAL SECT ALLATION 3.01 INST , . , . 1 ACTURERS 2.0 MANUF ' . . . � ion GA 216. Frt acoustical h in accordance with G sum Associat . . A. General. A 1 and fims YA PP Y A. Scheduled m the drawin s. . . g . _ • • ooms. nd bedr ENERAL bathroom sa , 1.01 PART I G s ace around REFERENCES msulation ti htl into stud g Y P . . . . . � . • a mmimum. s ractical to kee omts to A 1 ` anels m as lon len ths a p� B. La out. g g P . , ; . . „ ; Y PPYP SECTION 10820-BATH ACCESSORIES « • • • . E . rews. C r sc TY ASSURAN nails o mendation of Co er in Architecture Handbook b 1.01 UALI d framm wrth A. Reference Standard. Com 1 with recom y Q . teners. A 1 boards to woo g P Y PP . . . C. Fas PP Y , . . . , . . e . . : r,member m o0 d standm of th e a re ula lier b � . The hardware su , g . l heads. DA latest edit�on. A. Su her ualifications pp S g alant to cut ed es and nai Co er Develo ment Association(C ), pp Q . D. Moisture Resistant. A 1 W/R se g „ PP P . . Pp Y . - . . PART 2 PRODUCTS le . . Consultants and shall be res onsib late or an Socie of Architectural Hardware , p .� all nof exceed size of cover _ Americ ty . Holes for electncal devices, i es,etc.,sh P . E. Cut Holes P P . . , ., w re. , . . . ' wil hard a in 1 f the fimsh kle fill _ nd ordenn o oards s ac . . r the detailm scheduhn a new anel of sum b , S PART 2 PRODUCTS fo g, g, g escutcheon. R air oversize hole vv�th p gyp p • • • � Basi of desi : Roc Mountam Hardware Haile Idaha 2.01 s , , • Y • . led ar . � �' rd where schedu . li ed hardware for fire or accident haza Re ulato Re uirements. UL st B. g rY q not be ermitted. P . . . . . ; . . . . , ted. ndica . and as i . f o enm . tenals mamtam rat�n o is imilar ma ed to buts d s 2.01 MATERIALS re uir p b where all a q g Tnm. A 1 at corners . F. � �'Y�' pp Y r T P.hol ers coat hooks.Whrte bronze dark. , _ ,_ .__. �.;.� ....�,a�..�. _ . :. . . . . . . . . • sand 2.02 Items.Towel ba s, . d , _ manufacturer and - �. . _ . im les as recommended`b . _ _ ..: .. . .: ... . Fmish omts and fastener d Y _ _... , . .. . .��.,__ G. Fmishmg. � P . . PART 2 PRODUCTS , . . . . e ° • ' t ceihn or'as ha smooth fims _ walls and S 1 in with ASTM B 370 tem er desi ation e eel finish at A Co er Roofin Sheets. Cold rolled co ` er com p gn , , smooth. A 1 oran PP g pP P Y g pP Y g P _ . . . PART 3 EXECUTION . . . , . • amter. h n of nme coat b t e a hcat�o f ot unless otherwise indicate . follov�nn a Y P HOO.Wei ht 16 oz.Per s uare o directed b Archrtect p P g q Y g P . 2.01 FINTSH HARDWARE , . . , , . . • ated i to desi . il b as s _ da . lsona . . . . matena S� B in nstalled. _ u of all scra Y . Ch s or Cleats. Same as matenal be i m lete clean g . H. Clean u . Provide co p p P P P . - A. Shdm Clo e nd Pocket Uoors. Extxuded alummum tracks wi h vm r 1 3.01 INSTALLATION . . . . g s t a t yl ol ers. Stanley ar , . _ c t . ad a en nd overs ra from . . . 1 mud a ean al J . , • , .109 mch minimum ta es cl Y C. Nails and Fasteners. Co er or hardware bronze 0 t a ro nate s P PP � rec tacle. A PP P g � a roved substitution. � A.Securel mstall as mdicated. Ensure ro er blockin has been mstalled. � PP Y P P g D. 1 er• 1 2 e d 1/2 tm. So d . / 1 a faces. , sur ....._...._. ._.. _ _ .__: ._. .._ .. .. _. .. . . bl . , , • - ofer mastic not acce ta e. .. ' .._ ._ . . _..: E. Se n a lastomenc ol rethane. Ro • • - • • • • - - alant. O e p rt e p Yu P B. Basis of desi : Roc Mountain I3ardware Haile Idaho. Acce ted substituti � kY . , Y P ons by Sun ; E T N 0 300-TILE , wet ren SCIO 9 Valle Bronze South s Fo a d Door. , � Y , g - SECTION 07900-JOINT SEALERS . , . DIVISIO 11 - > N E UIPMENT � Q , , _ The informatio cont in .n • ' • n a ed � th�s drawm : che ule S e h t . PART I GENERAL 9 C. S d e S ee � � . , , . _ , . f le �s mt nde for u T I . i e d se onl on th�s , PAR GENERAL _ Y SECTION 11450 KITCHEN AP . , , , 1. Oth r cce nes as re uired for com lete o erat�on. PLIANCES „ e a sso q , p p ; ro ect. Unauthorized re roduction or use P J P , ; . . , . d 1.01 REFERENCES m other ro ects is not ermi t d. 1 . ` P J P t e The .O1 SUBMI'I"I'ALS . . . . . , h . .. Mul em Grou , l.td. assumes no liabilit for _ ; f r PART 1-GENERAL P Y PART 3 EXECUTION A. Re e ence Standards. Com 1 with Tile Council of Amenca TCA Handbook for ceramic tile . . . . . , . pY � ) . < . , unauthorrzed re roduction chan es t or A rt for color select�on in accordance with Section 01300. P � 9 0 . Sam les. Subm P � mstallation and reference ANSI standards. • • • • use of the mformation conta�ned here�n. , . , . . _ . . . , , � _ 1.01 ' • The mfor ti n Submit manufac ma o contained herein as PART 2 PRODUCTS turer s s ecificat�ons mcludm ener cost d 3.01 INSTALLATION � p g ata and maintenance mstructions. PART 2- D T , . , : . ; . , , . gY . „ . „ , PRO UC S . r � - • A. Tile selected from on f th f 11 v�n a Ine.. p ov ded on an as is basis. The Mulhem A. Fastenm . Furnish items of hardware with attachment screws bolts nuts ete. as re uired to e o e o o n b Desi Maten ls, . . . . g , , , , , q g Y � Grou disclaims all warranties with re ard � . P 9 . . . . p _ . . . . . ART 2 PRODUCT 1 S attach hardware to e of matenal involved and wrth finish to match hardware . Duran o Classic Cream. ; � g to the datp contamed in th�s drawin f�le 2.01 MATERIALS . . . , . 9 and to ' 2. Duran o Premium Li ht. the erformance of the del�ve with wluch the are to be used. P rY : Y g g , ' . , . . . . . . - . med�a in I d. a . � . nufacturers. c u in II im I ed warranties of A. Acce table Ma . : . P P 2A1 M T 9 B. Weatherstn m T'hresholds. Run weatherstri m full hei ht of both ambs and full width of 3. Monte Carlo Bei e. A ERIALS . PP g PP g g J g fitness. The Mulhern Grou Ltd. assumes . . . . P, . . . » . 0 0 . . L Pec ra C � A. Refri er - - - . . . .. . ator. 25 .5 cu. ft. ca aci 42 h 1 wid h ad. Run thres o d full wid h of o enm . Run d 1 e sid . e s t oor bottoms fu 1 width of doors. g e b side refri eratorJfreezer. Custom wo d no obl� ations or liabilities for dama es M n f cturin Ca ' . . P g P �' Y g o 9 9 , 2 Tremco a u a . . . . . . . . . . . . . . • g , , • mcludm but not I�mited to co se ue an 1fr _ , . n ntial 'B: See floor finish sheets and mtenor elevation heets for sizes. e onts b kitchen cabine 9 q . Set thresholds in caullan under Secnon 07900. s p y t suppher. Sub zero#642 wrth tnm lcit.. . . . . g . . . . , , . . . a i . . . . . d ma es ar sin out of or in connection 3. Dow Cornin . 9 9 g . B . . . Underc ounter D ishw asher. 5 c cl e electr . Ad u tin . Pnor to final ms ection ms ect and`ad ust door closers lock an i e onic control. . C � s g p , p � , s d t ms required y Custom wood anel front b Kitchen w�th the P Y use' or performance of this . , . ; « . , , , . . . 4.General Electnc „ P T 3 -EXECUTI N cabmet su lie `. close ad ustmentre ulahon and check all ke m . AR O r. GE Profile uiet Power Model G D drawm file and its delive med�a. . J g Y g PP Q S 4320 ZBB wrth txim krt GPF425B. 9 ry v substitute • • „ . . _ S. A roed PP C. Bui - • lt m Gas Ran _ e. 6 w 3 ide stainle ss steel LP a u s nrt wrth 4 15 g 000 BTU burners and B. T es: g , YP _ 2 . . . _ 3:01 INSTALLATION 8 000 BUT oven bake r t SECTION 08800 GLAZING , a m . Vikm Model VGR36 4G. • g g • 1 ethane. : om ent Po - 1. Extenor. Two c on . . . . . . . . ��..�. . . . ��. '. . . . . .. . .. � ' .�3 ` '� � . � . . P Y�' , DATE REVISION A L cations. D. Garba e D . o is osal. /4 horse ower continuous feed 800 . . g P p 0 RPM umt with su er deluxe sound and howers: Sihcone. P n Bathtubs s ' . . . . 2. Arou d � _ , 1. At bathtubs and showers as mdicated. msulat�on. GE Model GFC _ , PART I GENERAL 1000Y. , '� . 2120/00 PRICING ET L x Ac hc . . . S 3. Intenor. ate n' 2. At fl or w E. S acem k _• . . , , , o s and alls as indieated. a er Built in Microw v _ p a e/Convechon Oven. Black on bl ack 1.0 cu. ft. ca aci 800 - rm. - : . P �Y P 1 celOne ar Insta Fo 4. Foam S ealant. W.R.Grace o Y ethods• A 1 i � watts Sen - E B. M . n accordance v�nth TCA Handbook. sor Cookm Controls , 1.01 UALITY ASSURANC pp y g .GE Profile Mode1JJVM1190BY. Q _ . i ect. . f c r colors stan dard b Arch t fr m manu a ture s . . 1 cted o C. Colors. Se e � Y • l F. VVasher'a • n -. . Bathtubs and Showers. Methods W223 and B413 and ANSI A 108.4. nd er. GE Profile Mo A. Re ulato Re uireme ts. ,. Dry del WPSR 3090V washer wlth Profile Model DPSR473EV , g rY q ,; . , . ; • 2. Floors: Metilod F l 2 d I A electric er . . Glass. C m 1 wi 3 an ANS 108.4. . Gas o t�on. Color b Ar L Safety , o y th State Statutes,UBC and ANSI Z97.1; �'Y p y chitect almond or white . . . . � � ) • • • . � , . , . e int bacicm and bond breaker as recommended b manufacturer. _ . D. Accessaries. Provid o y C. Com lehon. Leave tile sound undama ed unstamed and clean. G. Slide out Ran e Hood: 36 wi J g , . p , g , g de umt 300 CFM vented black on black vanable s eed fan. GE - . Profile P Mod 1 FE NCES e N695S. , 1.02 RE RE I, , �� ART _ . . • „ „ P 3 EXECUTION SECTION 09900-PAINTING H. Undercounter r - • • • , A: Reference Standards. Com 1 ,v�nth. efn erator. 4.9 cu.ft. 24 wide x 34 h x 24 , p Y b d. All refrigerahon v�nth auto .., . . defrost - Glaz sub zero Mode1249RP L FGMA in Manual,latest edition. . g 3.01 INSTALLATION .; . _ � PARTI GENERAL 2. FGMA Glazin Seahn S stems Manual,latest edrtion. ` g g Y . . , <. . . anufacturer s recommendations. . ' A. General. A 1 m accordance wrth m PP Y 3."Insulatmg Glass. IGCC certified. . . inuous bead without o en �oints voids or air ockets. Confine to _ B. Jornt Sealers. A 1 m cont 1.01 SUBMITTALS PP Y P J , P . . , • hl . . : . . mts remove excess. Leave omts sh t recessed. _ • J� � J g Y PART 2 PRODUCTS A. Paint or Stam Sam les. Furnish amt ar stam sam les as re uested b the Architect. Remake p P P q Y - sam les until a roved. DIVISION 8 DOORS AND WINDOWS P PP 2.01 GLASS PROJECT NUM R: , . . . . . . , . . . . BE 98043 � . , « „ _ PAR'I'2 PRODUCTS _ Fix Extenor lazm . Hi h altrtude 5/8 nominal insulated low E maximizer --_. : SECTION 08210 WOOD DOORS A. ed G g g glass clear. �. . ;: �.._µ_.. ,. DR WN Y , . . . . A B . �: � -�,��_�mT_ � , � MMcA , � �, , . .� _ � th f �1�; � . , Com 1 wi sa e lass re u�rements of the buildm code. F _.. Y t1'b q g -�, ,�� , P , .:�*� . E � ,-�{ , � ..:� � , ; �, . �. _ . � � , , , �.. � Y � CHECKE B . _ ,. 2.01 ' MATERIALS r D � �� , � _ .� ,� , M PARTI GENERAL . �. , � GM ,. „ r� � v . �_ �� r . � , . . . : ., . ..:_ ,�°°? .., .. . , � ._. , . , ,� �� ., � � , � , � A. Products not ecifie n all be t ade or first hne . roducts of a =; ::.:_.�: � : ING MATERIALS s d b ame sh be s cce table �. --� � ; --, 2.02 GLAZ P Y �' p P - .,. r , e- ,� _ DESCRIPTION. � . . . � � _�:,<, 1 .=., _. : man fac er Where s ible all matenals shal be of a sin le manufactur e 1.01 REFERENCES u tur s. o s , g er. . �..� , . P �.w ._ � . . . , . : . . SPECIFICATI ONS - - - - 1 fc , ' i B. Acce tab e Manufacturers. The best uah matenals as manu a tured b an of the followm _ A. Reference Standards. Com 1 with. A. Elastic Glazm Compound. Comply with Federal Specif cation TT P 781 a,Type 1 ar T"T G P q tY Y y g PY g _ _ . , , , manufacturers will be acce table for use on the work: Ben'amin Moor ' A Indus Standard l.S.l 78 Wood Flush Doors. 410e. Glazin com ound shall be aintable varie . e, Sheiwm 1• NWM try g P P tY P J . . . . , Williams PPG or a roved subsritute. . i Standar . hims and Glazin Cli s. Size and e as recommended b lass s a� 2. AWI Architectural Woodwork Qual ty ds B. Settmg Blocks, S g p typ Y g PP R- ; f cturer. C. See Section 07900 for sealants. � r manu a , l 2 S S � A UBMITTAL . .� . �F. .. . .. . . . . .. . . ,: ... . � . .�.. �. �. . . .... . . . .. .... . . . . . . . . . . � . . . . � . . . .. . . . . .. . . . . � . . . .. .... . .. . . . . . . . � � .. . � .. . � �. . . .. � . . . . . . . . . . . � � . . . � .. . . � . � . . � . .. � � . . . .. .. . .. . � � .. . ' it m rdance with Section 01300. A. Sho Drawm s. Subm acco p, p g 4 _ REFERENCE , ■ N RTH , 0 _ NIHLS : co _ _ � F - DIVISION 12 - FURNISHINGS � .._ .----____---_ __ _..�._.. �__ . _._ . .. , �.__..--- . . . _ F. P ,.. LLTMBING F�XTURES AND FI TTINGS SCHEDULE �: SECTION 12 -' __:.. ..:. __:_ _ .. 309 HITCHEN AND BATH CABINETS • . . _ , All , E. ELECTRICAL SYSTEMS OUTLIlVE fixtures to be selected b Arclutect , Y from manufacturer s full line of colors. , l .I,he • . . . . . . ( ; followin outlin MasterBath. g e is not mtended to be com lete nar com r p ehensive, but a startin omt P gP PART - , , 1 GENERAL . . . for the DBC to develo actual ARCHITECTURE PIANNING INTERIORS a. Tub. p desi arameters. �P « • . . , , . . „ . . a. Power for convem ence outlets a li l: Kohler Vin ances mechanical and ta e K702 K9695 whirl ool tnm krt. � PP � electncal e ui ment and' � g , � P : . , q P lAl SECTI ON INCLUDES . . . . s ecial e ui ; 2 _ ment. ; Faucet K110 4 G an p �' q p • ti ue shower with handset K 7158 with . . . . . q ool dr . A _ , p am. . . . Kitchen bath and i llaneo . . , . . . . m sce us built ms as detailed. . b: Li ht�n s stem includm intenor and exte 3: Provide nser tubes and all ot g g Y S nor h ht�n and sv�ntched outlets. her necessa accessones. g g ' rY . B ' , . Counterto s as detailed. . p c. Smoke detection and alarm s . _ b. Lavato . stem. rY Y , � , . . • . . . . ; � , , d. T ele hone and t elevision s stems in L Kohler K- - P cludm winn and outl 2269 8 Memoirs with faucet. Y g g ets. 1.02 • • . � WARRANTY • • . . i e. : Additional ca aci far future use over a 2. 2 _ nd abov Faucet ant� P tY e the re uiremen s 1 . . . . , ue deck mount K10 t isted herem. . . . � ) � q 84G. q � , . , A. Furnish manufacturer s limited lifetime w . arran a ainst defects m workmanshi . . « „ tY S _ f. Power re uirements for P c. Toilet. Kohler K 3439 Me q the steam bath s stem. - moirs . Y , , . : . � . . Trenc i h n and Guest B backfill for all ath. g g under ound electncal mstall PART 2- � ations. 1730 BLAKE STREET SUITE 435 ! PR D . . . . , O UCTS h. P w . o er and c ontrol wirm f r a. Tub. o heatin ventilatm . g , lumbm etc. g g,P g� DENVER COLORADO 80202 « , , . . . , � „ i. Radian t hea _ t�n s stem s for ex e p l t nor dn e . Kohler v s ahos an _ K 863 Tea g Y d concrete deck , far Two . ,p s. 303 297 3334 FAX 303 292 2601 'i 2.01 MATERIAL . . . S . . Control de i v ces outle ts an d bra ss c ' 2. Sh J over la ower 2 an � tes. Owner ti ue nte te to select lates . . , m . Shower enclo p from same . . � ) q sure KT132 4D G. P A. 1 w . . . p . . ■ ■ ■ ■ ■ ■" ■ ■ ■ ■ ■ So id ood members shall be kno me milled to rofiles re i . • tty p u red b drawm s. source as Fmish H , p q Y g '3. Toilet Mem ardware see Sechon 08710 .' oirs wrth statel desi K3439. � ) a B. Fin' , Y b'n . , . ish Hardware. . , . 2. Th e schematic eleciric al drawm 4. _ s rovided in the W K 7169 A F construchon dra . ., K 582 undermount lat two b P vcnn set shall be used b � , , . , . , faucet combo bat g . h/shower K . . . . . Y , 1 _ . > :. . Hin es. S nn loaded ad ustable self closm .' - g P g , J , g the DBC m con unction T130 4D � with the outhne above to develo G. actual desi arameters. Thes . P e . . gn . . P . C . , . 0 . . _ . F � 2: Dr r , . 0 � , awe Sus ension.N lon rollers m e ox c . oated ides 751b.ratm . « „ . P Y P Y � , drawm s are issued to rovide O g b. Lavato . Kohler - - g an indicat�on of the intended � . . ry K 2269 8 Memo�rs wrth two f p s stem and sco e onl . . aucet, anh ue deck mount K 1 3' P Y � . • q 08 4 � 3. Shelf Su d - '� , orts. Hea u n lon brackets set in re dnlled holes in cabinet standards PP �'Y t3' Y p , G.. 9 . . Q' „ O ; . . � , ma . . ximum 2 on center verticall . . « . „ F. DIMMING i Y _ SYSTEM O c. Toilet.Kohler K 343 . 9 Memoirs w r� � . . rth statel desi . � r _ Y r t' . b� . , 4` G. e s �, L 4. Cabme A c �` I ... t ardware. Ro 1Vlountain Har dware or a roved substrtute. k3' 1. Lutron or Pp a roved subshtute. PP � . . , r _ � • _ ! ; 4 . � i. Bin Pull. CK 307 wlute bronze dark . �s� , . � P�c�.,.�E i�, � Garden Level Bath. , ` .. . ,',,, . r. , ii. _ . � .,,,. , Knobs. 301 whit r : . � CK e b onze dark. « „ . . , . . G. ST `� � - EREO MUSIC/1NTERCO ti. a. Tub. Kohler _ M SYSTEM c, ..�w� K 840 Maestro la in less i rail . . , wrth combma f Y �'P , tion tub/shower K . . C v • . . , ; . Pro ide accessones a noted b Archi . s tect. i G Y l. Com lete s stem utihzin T1587 _ se arate _ 0 4K CP K 158 P music' and mter __ .. , , 55 4CP. Y S p com networks mcludm am hfier . « . , . . , g P , „ . S . . , _ eakers b. Lav _ volume controls i ato . Kohler � w nn and settm _ i K 2241 4 Memoirs P , g s eakers and CD/cassett tie rY with faucet K 15886-K wi g P � e m. Include � , th K15850-4M . . � , �' _ o ti - G onal hand h eld remo e < CP t con � trol which allows . P control from � ) an room. Broan KN600 or � R y A . . .,,,.,_.,.,� ; . « . „ . . . _ a r v _ _ a Toile o ed substitute. DI I I N 1 M HA1�IICAL RE UIREMENTS ESIGN BUILD t.Kohler K 3439 Memoirs wrt . pp , V S � 5 EC Q � � h tnp lever K15886 K with K15850-4M CP . , : � � � � Bat • , ; - UIREMENT h'Three. SECTION 15010 GENERAL REQ S . • _ �, . ; _ „ . a. Lavato La m . Ko - - rY� Y ) hler K 2241 4 Memoirs vcnth fauc - i et K15886 K with K15850- 4M CP , A. GENERAL � )• . . . . « . . „ b - • . Toilet.Kohler K 3439 Memoirs _ 1. All re uirements of the General Conditions of the Contract a 1 to this secnon. with tn lever. Shower K T _ Q Pp Y P 15872 4K(CP)v�nth K , . . . . . � 15 - 855 4 CP . _ ( 2. The Desi Build Contractor BC shall be hired b and work under the direcnon of the ) : � S� � ) Y ,, . . . . . Pow • ' . The GC shall have ulhmate res onsibih for coordmat�on of all der Room. General Contractar (GC) p ty , " . a. L v „ , a ato - - I ry. Kohler K 2191 G Vessels Turm ortions of the mechanical work. ng wrth fallin water faucet K-T ' P . , g 197 . . . . . . . sat�nback ' • , r _ ', ovide satm bla ck under counter o i for the enerat�on of desi ro am desi documentation � u and dram 3. Assume all res onsibil h' g � P � , �, , P P P P , , , , . . « , • , . „ b. Toilet - _ . K installation` and lacement of the mechanical s stems into `o erat�on. The content and ohler K 33 60 Revival K3360 G. � P Y P . ; , , , . , . . i ; i hanical desi and mstallahon of the mechanical s stems shall remam Kitchen. suffciency of the mec gn Y . i ; . . . : , • « ,� a. Smk. - _ I�ohler K 6534 4U Hawthorne undercounter d , :, the res onsibih of the DBC based on the desi arameters a eed to b the Owner.. ual . - P tiY �P �' Y , � com artm ' • ent sink with Anh ue fauc P q et and fittin s K169 CP. I g , , Bar Sink: ' B. UALITY ASSURANCE I Q < , , . . , , , , . , _ • a. P • , ortofino undercoun ter mount K6565 w nt edrtion of h mform Buildm rth secon � 1. Design and execute all work m accordance with the curre t e U g d disposal wrth faucet K 168 CP. � ; . . : . . � , h n r blic utili codes and re ulations. Laun �'• , Code UBC and all other a cable state local a d/o u � � ) PP , P �S' g . . , . . . • • . . . �� a. River F _ alls uhh smk K 6 703 3 with K 151 2. Desi methods of construction and matenals of the mechanical s stem shall be m accord wrth 30. . � . . . €`n� Y �' I ! . . . , �� . � followin . _ the current edition of the g � ; ° � . . G. STEAM , B ATH I1IVIT , w , a. Umform Mechamcal Code C . I ; � ) , 1. Stea • , , m bath accesso s stem i m Code C . nstalled m Master Ba ` � b. Umform Plumb rY y th shower room.UL a rove O b �' ) PP d• � �. � . . . . . . . . . . 2. M , . , anufac tured b---� b R � , � cie of Heatm Refn eration and Air Condit�onm En meers oma Steambaths Houston T i t o. Amencan So h' g� g � g g Y � , X or ap roved substrtute. , P � 3. Ten ear warr . an . ' , ASHRAE . Y � �S' ��I , � ) , � _ �.._._._---- ._�_:_.�.�.�_.---... . .._ _u � . . . . -_-___ :----. .._._ . � ' ; d. Amencan Socie of Mechamcal En ineers ASME . /� , n' g � ) � , . . . . I--�I ; e. Amencan Soci e for Teshn Matenals ASTM . � tY g ( ) � I ! . � 1 Laboratones M . � rT� f. Facto Mutua (F ; � , n' ) � W , . . . : 1 - E -B O DIVISION ELE TRI AL RE UIREMENTS SIGN UILD � ian n MA . 6 C C O I . . g. National Electncal Manufacturers Assoc o (NE ) Q (� � . � . . . . , � �- h. National Fire Pro tect�on Associat�on PA . , � ) h� -; . . . . , . . . , � _ _ o : i. Sheet Metal and Air Condit�omn ContractorsNat�onal Association SMACNA). SECTION 16010 GENERAL REQUIREMENTS g � . , . , , _ � rs Laboratones Inc. . . Underv�mte , (�) � � � -: . . . � � , k. American National Standards Instrtute ANS . , A. GENERAL �...� � „ c n . . � 'n in er ASPE . L All re uirements of the General Con i ions of the Contract a 1 to this section. L Amencan Socie of Plumbi En e s d t , tY g g � ) q PP Y � � , :� . . . . . . . . . . . . I � _ �,� ; i � 3. The DBC shall be licensed m the unsdiction where the ro ect is located. 2. The Desi Build Contractor DBC shall be hired and work under the direction of the General , J P J � � ) , � . . . . . . . . . . . � � , . � � f l o er tion of all e ui ment and and worlananshi and the success u a Contractor GC . The GC shall have ulhmate res onsibih for coordmahon of a1T orhons of 4. Guarantee all matenals p p q p ( ) p ty p � ; � . . ;._ ; . � of ne 1 e r unless noted otherwise from the date of final h 1 k eriod o a t e electrica wor . � aPParatus mstalled far a P . � ) Y � ) � . . . . . . , � � R i r lace an art of the s stem which shows defect acce tance of the entire work. e a r or e 3. Assume all res onsibih far the enerat�on of desi ro am desi documentation P , P P Y P Y p tY g � P b'�' , �, , � . . , , , , , , , � � 11 n n nd 1 i o r ion. The c n n an ha t� msta a o a acement of the electrical s stems nto e at o te t d sufficienc ' durin t t me. ' , P Y p Y g � .: . : : . . , i , of the electncal s tem hall r m in r onsibih of the DBC based on h e , ; s ss e a the es tedsi Y p tY � _ me er a e ` ara t s ed to b the Owner. C. DESIGN BUILD PROCESS OUTLINE . p gr y . � , 1 n with firs os ener costs d ; L Develo and resent to Owner the design parameters a o g t c t, gy an P P ' ' ' _ ' , meters until written a roval b the Owner B. UALITY ASSURANCE !. a hcable alternatives. Revise the desi ara y Q PP , � P PP , . . , ,0 1. Desi and execute all work in accordan e with the current edition of the Uniform Buil in : " before roceedin wrth desi and documentati n. gn c d g p g � R _ Code C and all other a licable state local and/or ublic utili codes and re ulations. ' ' � ) , , PP P tY g , _ . . . , . : . . . . ,,. , m er PE to desi ar review the construction 2. Desi methods of constxuction and matenals of the electncal s stem shall be m accord wrth 2. 'The DBC shall retain a Professional Eng e O gn gn, y , . , esi ar m r will be m t h the current edition of the followin : !, ocuments and roduce a eer review xe ort statin the d a ete s e b t e . d p P P g €�P X g , . a. National Ele trical C ; , r de�i or review r ort shall bear the license stam of the PE. c ode C . s stem as desi ed. Thepee � � P � ) Y � . ..., .�.___�.,��....:.. ..:...... , _:.�._. _._ :_ �w=....__ b. American Socie for Testin Materials ASTM . _._�.._._. -..- - .:--� h' g ( ) . . . F t c. ac o Mutual Laboratorie FM . `': : rY S( ) orward the construction docum ent submittal to the Archit ect. The � w the GC shall f 3. U on revie P , . . , . . . . . . � , . . ri n ' ' ' . d. Ame ca Socie of Heatm Refi7 eration Air Condrtiomn En meers ASHRAE . , . . �1' b, g , g g � ) work relatm to archrtectural w the submrttal far coordmation of g . . Architect shall revie _ . . . • • � , . . e. Nahonal Electncal Manufacturers Associat�on MA . . . � ) wrth construction nor to re ceivm and onl . Do not roceed P g . . , , � constramts and mtent y . p � . f. Nahonal Fire Pro c i n ci A .. . . . te t o Asso at�on(NFP ). , � rtect s wntten eomments. res ondm to Arch P g ' ' ' nderwnter L r i ' . U s abo atones L . g � ) . . ' „ , . � � . e Nt� n . . h. Am ncan a o al Standards Instrtute ANSI . I . � ) - nal chamcal s stems at rou h m sta e and fi � m the PE to ins ect the me g g . . . . . . . . 4 The DBC shall'reta p Y . . . . , ', . . 3. The DBG shall be hcensed m the ic ion h re he ro ect is located. . unsd t w e t p � nd modifications re u�red b the PE s J I all addrtions a eom letion. The DB C shall erform q Y . . . P P '� . . 4 uarant all ma enal e ' � . . . . . G ee t s and workmanshi and the succ ssful o erahon of all e ui ment and a . P p 9 P 11 mechanical s stems are installed er � h ll certi in writm that a P . . BC s a Y . ! The D . itten re orts. g vvr fY P . , . , , The mformat�on contamed m this drawm . a aratus mstalled far a enod of one 1 " ear from the date of final acce tance of the ent�re , , Pp P � ) Y P , . . g as. , ; . , . a ents and indus standar . � ; code the contract docum . t�y f�le �s �ntended for use onl on th�s � � y � , work. Re a�r or r lace an art of the s stem which shows defect dunn that trme. . . . , P eP YP Y b � , ro ect. Unauthorized re roduction or use , � P J P � in her r ' i • i , ot o ects s not ermitted. The p J P a . .. _ i Mulhern Grou Ltd. assumes no I�abil�t f r _ ` . - , o . C. DESIGN BUILD PROCESS OUTLINE P Y . . . , _ uments a . r ect Close out Doc Owner and the P o , • 1 a ent rovide the J , . un u or r i rior to receivm fina , a th ized e roduct on, chan es to or � 5. P g P Ym P P 9 . 1. D v 1 and resent to'Owner the de i ramet rs alon with first r , , , , e e o s a e cost, ene costs and . _ P P �P g �3' final walk throu h to use of the mformation contained herem. _ and an other warranties and a g . . co of the one ear warran written Y , . . . . PY Y tY . , , , : . . l d1 a licab e alternatives. 'This desi shall be based on ower an i htin lans and li htin T f pp gn p g g p g g he in ormation contained herem as ' . . , . . , , - wner s satisfaction. m o eration an d maintenance of the s stems to the O exla Y . - . . . . , . „ . � . P , rovid d on an as-i b sis. , Th p i 1 de m thes ' n i h ar mete s 1 wri p e s a e Mulhem specs as nc u d e docume ts. Rev se t e design p. a r unti tten ap roval b , P Y . . , , , . . , Grou d�scla,m all warran ies w� _ s t th re a rd , P 9 ., rbf r i i c in . . . . . , the Owne e ore oceed n wrth des and do umentat o . P g � to the data contamed in this drawin file . g I S , . , , . . 'I"TAL , D. SUBMI � . . , , . - � ' 2. e BC shall re ain a Pr f s i n 1 E m r PE review he ons i n c and to the e o " n f h , , Th D t o e s o a n ee ( to t c truct o do uments and p rf rma ce o t e del�very , ifications g ) t includm drawm s s ec , e 5 co ies o f all mechanical desi documen s g g , p . . L Submit fiv � . e � ` • I ' I . ' , O p m d a, inc udin al im hed warranties of ; . . 9 _ P , roduce a eer review re ort statm the desi arameters will be met b the s stem as • • P P P g � P Y Y • cessa to thorou hl define ata and an otherinformation ne g y . . , f,tness. The Mulhern Grou Ltd. assumes , nals and e ui ment roduct d y rY mate P . P� q P . . . . .. . , . . fh desi ed. The eer review re ort shall bear the license stam o t e PE. � $� P P P no obli ations or liabilities for am e r . Also submrt 9 d a s, lished desi aramete s ets the estab . . 9 , emonstrate the s stem me � p . : . the s stem and d y • � � y , mciudi but not limited'to ons ue ' � ! , . 3. U on review the GC will forward the construction document submittal to the Architect. The n , , c e nt�al , P � _ 9 . . . G . meters and the eer review re ort. de i ara P _ . . . . . . . , , the a roved s P dama es ansin out of or m connection PP �P , 9 9 . . . n f ork r m . . Architect shall review the submittal for coordmatio o w elat to arclutectural , , mtenance g _ rt com lete roduct data ma out documentation subm p � . . . . . . . with the use or performance of this , 2. As art of the close , P P . . • am m � 1 n h cons chon rior r . . , , , � ' constramts d te t on . Do ot roceed wit tru to eceivm and draw�n f�le and �ts del�ve med�a. , . . rat�on. Y P P g 9 rY e"control dia am with se uence of o e r ll s stems and a tem eratur g�' Q P . . . mstructions fo a , P , Y ; . i Ar m t ; , . res ond n to chitect s wntten com en s. n bound co ies of same. P g 0 2 ewntte S bmrt tw , , P • • • • , u ( )� . . . . hall h n h elec al stems at ro h-i t , ., 4. The DBC s retam t e PE to i s ect t e tnc s u n s a e and final � _ ible m lars. P Y g g v�nn s on re roduc lete As Built Dra Y , , , . . . Submit one 1 set of com $ P 3• � ) P , , f DATE REVISION : _ cam letion. The DBC shall erform all addrtions and modifications re uired b the PE s . ; . P P q Y _ < ; . . . in ll electrical s stems are inst l . ;, written re orts. The DBC shall cerhfv in wrtt � that a . v a led ner n __ p , � AL SYSTEMS OUTLINE ----_ 1 2/20/00 PRICING SET . _ E. MECHAIVIC .: , . . code the contrac m ' , ! ' t docu ents and indus standards. . � . � �'3' , . but a startin oint far e com lete nor com rehensive g p n outhne is not mtended to b p , . . The follovcn , P • • ' • � 1 g . , , . 5. Pnor to final a ent r _ ,, ovide the Owner and the Archrtect Pro ect Close out Documents a r meters. P Ym , P J , .; develo actual desi . a a the DBC to �P • �.: � P • • .. _ , ; wn _ _ , , . tten co of the one ear warran and a final walk throu h to ex lam o eration and _ PY Y h' g P P � , r Heatm S stem. a. Radiant Floo X . , . �, g , mm • a tenance of the s stems to the Owner s satisfaction. . Y , aT as fire boiler s s tem s . i. Natur g Y � ) � .. . . . ui ment. ii. Hi h effi cienc e g Y .q P , D. SUBMITT ; ... ALS ck thermos tat. tic setba ui. Automa . . . 1 . . . . . . . • � Submrt five 5 i f � co es o all electrical desi documents mcludm drawin s s ecrficahons . � ) P � g g , P , ; includin the ara e lus snow melt , en 7 �ones for each livm unrt g g g P . iv. U to sev S P � ) . . - . , . . matenal an i s d e u ment roduct data and an other mformation necess to thorou hl , f deck front orch and en sta irs.'Provide alternate for snow 4 P P Y �'Y g Y s stem on roo , P m' Y . . . define the s st m n , ; e a d demonstrate the`s stem meets the estabhshed desi arame er s and atios east side . Y Y �P t s. Also T s stem on dnvewa deck � ) me t Y� P • . . Y s ubmrt the a r ed d si . ov e arameters and the eer review xe ort. � PP �P P P ; vent s stems. nd cold water su 1 waste and 11 domestic Tiot a Y, Y . b. Fu PP . . , 2. As o ; . . art f the closeout documentation submit com lete roduct data and mechamcal e ui ment. P � P P mamtenance i in to a liances and q P . , c. Natural as g PP . . , ' , g PP . . . instructions for all s stems. Submi two 2 n i liance exhausts and crawl s ace vents. Y t � )typewntte ,bound cop es of same. ; ducts and ca s mcludm a P d. Exhaust fans P g PP . . . . , _ 3. Submrt one 1 set of com lete As Built Drav�nn s on re roducible m lars. . � ) P b P Y th. , e. Steam unrt for master ba . pR � . , 0 ECT NUM R r softemn . BE . 9 8043 f. Wate g em. DRAWN Y: , ': er filter s st '. _ B . Wat y , MMCA g . , . . e er. _ n ara e and around house enm t bibs located i P . rost roof hose S h. F g p ' . . CHECKE BY. ; D w M M . G i. Whole house fan. . . , i o � . . ES RIPTION. _ 90/o efficienc . p C ater.Gas fired 75 allon ca acrty, y J. Water He S p . . . . , , • ent ,_ .n._ ; . _ n com lete e ui m �,,._� :. _ residential s a includi p , � .�,, �. .._.��...�rv.::� ! S a. In ound < as heated p g P q k.; Whirl ooU g ,�;,.. _., _,, , � P �' . . , _ _ � . . ,� � � PE FI � ,..z S GI CATIONS : . . . . .. . . . . . . . . . . . . . . . . � . .. . ... � .. . . ,.. .. .. .. . � . � � . � . . . �. . � . . � , . . . . . � . . . � . . . . . . . . . . . . ,� E:i, . . . � . . n mechamcal e ui ment off mam house boiler i mc controls. Su 1 q P � electro �� ,�,, , i m and PP Y E � , , , .. g l PP . 1 � . . . �.: _ : ; / �, , � � � I .� e. � . _ �ti ;. � , ��. � uth ., �. _.. . nd so -� � � f west a � of ns. Kee � ..� _. tratio � f ene e , . . nimize roo , � mi vents to P f .A .,,:u� ._�, �' r to an P lumbe s ace. P ..�:,, . .., �,...� .; _ , g g � _m // P r, �.��.._... ;� � � } > 4•._,.r , . c' s.s � . ..,..._ >,� . s .._/. , _,.,. _-.�,.,� � �. xt ..- , _.,,�� _�_ _ < fs. ____ . _ , facm roo , A g �, .- � . � REF RENC ' - E E ■ , , , NORTH { , NI M L C0S , , , w � ' A3ld , . ' . � � . R HITECTU E PLANNING INTERIORS AC R , 2 , - A4.1 ; - , B T EET SUI • 1730 LAKE S R TE 435 3 � NVER COLORADO 80 0 � DE 2 2 A5.0 . 303 297 3334 FAX 303 292 2601 3 . _ ■ ■ :� ■ ■ ■ ■ ■ ■ ■ ■ A4 ' _ � . .0 C � 4 F L 0 � � � : 9 Q O � — — ` o � r :' � 0 r � G. 4�L . . . . . . .. . . . . . � [[J �-�, s�ac�o xPOSeo r� _� I 7 ,: AGCsRECs NT GRAL TE E L � _ ' f� ! 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Unauthorized re roduction or use � P J P F- , , , . �n other r ects �s not erm�tted The b B ATI-E o . �: A52 P J P _ - • CA ET � �� m tzP Mulhern Grou Ltd. assumes no liabilit for g P� Y I _ I 1� 12 ILE � . . � � — unauthorized re roduction chan es to or P . _ 9 _ aa.m - a . . . . . 0 4.0 . use of the information contamed herein. , ° The information contained' herein 'as SEALED EX OSED g ;' rovided on an "as—is" basis. The Mulhern AC�sREGA7E INTEG LLY p " CO O C NC T G ou disclai all warranties with re ard : L RED RE E r p ms g I . . . . - . to the data conta�ned �n th�s drawm file h • 9 and to the erformance of t e dei�ve ( P rY edia includin all im lied warranties of m , 9 P fitness. The Mulhern Grou Ltd. assumes � � P . . . .. . f d no obli at�ons or liob�lit�es or ama es MB.TH. 9 9 � . includin but not limited to conse uential BEDROOM e, , q _ dam es orisin out of or in connection' a9 9 _ o , • . CARPET with the use or performance of this `. • , r i file a d its de i e media o d awng n iv ry . � ' i � O � : BaT . . , „ � i , 12 xl2 TIL 5 . f- i �� d 14 x T E5 � _ � � DATE REVISION i . � � Q 0 ; . 12/20 00 � ; / PRICING SET MATCH LINE � � � � � � � � � � � � - � � � — — — . � : ; , �� i � �■ � � I , MAT H I � C LN E . I � � , � , , � ; . PROJECT NUMBER: 98043 - � DRAWN BY: ; CAS , �..,�.�.�,��,...�.�.-�--- -- H 2 - _,:., ,. „�. �-�. C ECKED BY. , . MGM � _ , ....,.h. a � � �.� � , �. , � ,�..� . � � � , . �f � , � � r , , T � DESCRIP ION. r , . . . . . . . . .. 3 f . � D ,- GAR EN LEVE . _ , � � L r . . � tn .. , � x, � .. .. . . . . . . . . . . � . . � � . . . . .. . . � . . . � . . . . � . . � . . . . � . . . . . . � . . � . � . . . � k ` �. ::._, . "::-.=..,.� �tl j"' . .% . . . . . � . . . . . . . .. . . . . . . . . . � . � . . � . .. . . . . . . . r . . . . . . . �j . . . . .. . . . . . . . . . . . �� . . � . . .. . � . . . � . � � . . � . � � .. . .. . .. . . . . . :.�_ . 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A41� fA � � C, � , � L� D A � H,4 ' P SE B ; IN INC� u�ooD � .�— � ooM I ', �� i —' �EALED EXPOSBD � ; � AG!?� tE, , , INTE LY � , i u n COL D COIJG�t� �� X�� StON 71 , E L� ; � , tf0 . � � A5 wooc . 'i 9E D ; E ED , , � IN Ca L — . . Q , RAL,. CO O ' ORED RETE � � � � � p , �. � � G� O o � . „ . 16 Xl ST �N T E I � n � ' �GITG� N � ca t .�� H� �./ . ` i I ' , � ' , M�� : A3J .. �, w I AtN _ , �, , IL ; T � . o � - 0 � �: ,.� : � . �o�- � o � �-� . � � o � � � � �: . ,.�� : . � � � _ 2 : I � , A3,0 � � ; . M .tN. a rT, � MB tH. B „ �� , , . 1 6 X16 , W ; „ „ � : a . � 0 T T LE 6 Xi6 STONE I 8 ONE � t T LE 0 : o 0 . 0 � � �..� m 1 F A4.1 � � 0 � _ a a�., - � � � ? - � �.� � � � � � : � � C�UEST D � � I�1 o a _ P�- � � o,� � � _ . � � t o � ��t . � � , � � _ � _.. t.. � � � , � � � . Qoa � ; A5J CA1�T _ ; _ � � � � � � a G� O ' � � , a , � � ' O O C7 P ; ; 3 , ; � � , � : , U100p A4�.0 _ , � - ; - � � _ � � � � � � � : °vEAL PO D � � � � p � � � E a( aoo . � aooa . . � . , � �.Y y _ " COL D CONG ° , . 1� ', � � C� AT �� , � t � . , . . . . ,44.0 The informat�on conta�ned m th�s drawin 9 . �0� . . . . ,44 �15Z .0 .�_.—.. file �s mtended for use only an th�s . CARPEt • • • y u ro ect. Unauthorized re roduction' or use - , P J P , . . . . : m o er ro ects �s not erm�tted. T e , s th h _ R J P � � � � � � � , � � � aoao . .. , - Mulfiern Grou l.td. assumes no liabdit for _ p. Y _ n t ori e re oduction chan es"t or , uauh zd r , o P 9 , , . - f . rm . n oto' e heri . " use o ths mfo atio c n in d e n � - ._ The i�formation contained herein as _ � � ' � ', � � � � _ O � , O � 0 , . . . . . .. . . . � . . . . �-..� .. . . . . . . . .. . . ... . . .. . ��. . . . . . .. ��. � ..n �� . n�.. . _ rovid d on an- as-i basis. The Mul er ' P e s h n 3tON 71 E i-E Grou dis�laims all warranties with re ard ' - . p 9 �AR7N ; . . . . . ; N , , , . to the data contamed �n th s drawm f�le � � � _ � � � 9 � O . . and to the performance of the dehvery � O O media in �ud'n all i lied warranties of ' , c i mp . 9 , �J d O fitness. The Mulhern Grou Ltd. assumes � , , , P� ; n o li �• � f no obli atio s r eb lit es or damages, 9 ; . • ot lim'ted to on ue • mcludin but n i c se ntial � , 9� , q � . . . . � a e arisin ou of r in connec i d mag s g t o t on , with the se or erform nce of this ! u p a drawin file and its delive media. 9 rY ; i M M ATGH L � � � REVISION '; �. - DATE , ; ___ MAT H IN G L � , _ 1 P I IN T i_ .� i � � i � �ZO�o � c � s� � — . i --� � Z I Z ,Q�.� ' f�.) , . _ .. , _._. ..,b..:rr.,.,.,,.�;,�-:,� , _ „ �`°'".. "'�`°'..v , . > , .:.,>., . � � : .. „� ' \ ,1 , . _ � , � ; / . ROJECT NUMBER. , � 98 3 � � / � ,� � 04 � , . , � , .� r � � _.. �.. x _ � � . . . . . . . . . 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D � � ti CLST woo� � � ca�er � � � � � o � � � O� � - - C� � : � i A3.1 � 2 3 A5.0 2 ' A4 � A3.0 � � A4.0 , A4.0 u .: The information contained in this drawin �- 9 file is intende for use onl on this d Y , ro'ect. Unauthorized re roduction or use P 1 P in other r 'ects is not ermitted The � - P oJ P � ' Mulhem Grou Ltd. assumes no liabilit for � P� Y _ I , , . unauthor zed re roduct�on chan es to or i P � 9 A52 . . . . use of the informat�on contained herein. The info mation contained herein as, F , ,. . ,� . � rovided on an as-is basis. The Mulhern � P , � II r tie with' Grou di�cla ms a wa ran s re ard , P 9 to the ` ta contained in this drawin file dP 9 and to t`e erformance of the delive � h P rY media includin all im lied warronties of . g p fitness. The Mulhern Grou Ltd. assumes P� . no obli a ions or liabilities for dama es 9 � 9 � , O , , ; . . . inc�udin but not limited to conse uential 9� , q . dama es "arisin out of or in connection 9 9 . ' with the 'se or erformance of this u p drawin file and its delive media. 9 ►Y : ` REVISION DATE 12 2 PRI IN ET / 0/00 C G S > , 2 i . A3. _ , , � � � . . � . . .. . .. .. . . . .. . . . . . . .. . � . .. .. � � �� . . � � � . . . ... � � . . . . � . � . - . . . . . .. �. . � . . . .. . . � . . . .. � � � �k . � . .. . � . . . � . . . . � . . . . . . . . . . . . . . . . . . . . . �. � . .. � .. . . .. . . . . .. . . . .. �.� ��. . . . . . . . . . . � . � . . .. . � . . . . � . . . . .. . � . � .. � . � ... . � . . . .. � . .. � . . � . � .. .. � . � . . . ... . . . . . . . . . . � . . � � . . . . . . . � � . . .. . �� . . .. . . . . . . . . �� . , 4J A PROJECT NUMBER. 9804 3 , . DRAWN BY• CA , . � S CHECKED BY: M M @ f f �� 1� � � G � � �� ti � : 0 ,, , ,� . 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L E � � I . .s v � I � / , WP STRIP �NCLOSUf� �`; _., i / ; � : ` , , � — _ _ . ._ � > ; . , _ . . _ . � .��..: . � � .- � . . . . . :� �I .,.� ... . .. . . � . . . � .. . . .. . . . . . . .. . . . . � � . . . � � . . ��i_. . �� - _� �� . . . . . . . . . .� .. . .. . . . � . . .. � . . . . . . . . . . . . . . . . . . � �. .i . . . . . . .. . . . . . . ; . � . ` �� . . . . . . . . . . . . . . . . . ..�. . . . �� . . . ...� �� . .� Il � — � _ — — � , � � — � COI/E LICxHt. ROPB LICxHtING. � , �� The �nformation conta�ned in th�s drawin 9 _ � . . . . . � � f le �s �nt nded for use onl on th�s ...— — _ _. �. � e Y , _ --_t __..._ � U X Ot,lt t . . . , D PL� 1.E , �, � ro ect. Unauthorized re roduction or use ` r �'J P J P 4 � _ ; I . . . . ' , .G L� � , / in other ro e ts is not ermitted. The � � c : P 1 P A ` , . +.._,._ �.. � .. _ I . � � U X OUt t Wlt H PL£ 8 G D �� E D n I� I� Mwlhern Grou td. assumes o ab� t f r _: . _ L o �..___ , , _ ..._.., ... .; E p, y , ' . : . . ( � , , / , r i c an r . unautho ized re roduct on h es to 0 , � � P . 9 , , , / , _ , I . , , , , � � , � / _ , , f , 1- , TY OUTLET use of the mformation contamed herein. : rt , � . . . . . � , , N � � in I The inf rmation contai ed here as � ! , . o n i . � � ; , „ , p , , � t � , � _ . , H t rovided on an as is basis. The Mulhern ; {4 P ONE O�t L�t P ' / •. . . ' i r ie ' h i Grou discla ms all-wa ran s wit r ard \ t e I P 9 , . � . , � . , , . . ( � to the'datp conta ned �n this drawin file ! , , A ; ( l.fCsHt SWItGH 9 , . I $ , . . i ( and to the erformance of the de�ve � f . P rY ; , I _ . . . J . , , . . . _�.. ., (�, ..,. .. ... . ,. ... ...._.... :.. media mcludin all i lied warranties o , . _ , m f I � 9 P ' TREE U1QY LICsHT SWITCH `-'I I � . , A � fitness. The Mulhern Grou Ltd. assumes , A � ` , . P � � , , . .. . _ • ; no bli ons or li bilities for a es ,; ' o ati a d mc � , I 9 9 A , DIMM�R IGHt 3UJITCH . . . . . , � I I �ncludi bu not I�mited o 'conse uent a � n , t t , i I : 9 q ( I , , , , , i : dama es arisin out of or m connection � 9 9 � . . ; 1 , � � \ , ; , f . w�th the use or performance of this � � � . . . . . . ; drawm f e and its deli e media. ' � d v � _ . . 9 rY I I � � _ � � .: .:. _...... _ . � � , <k.. . . . . , . ; . .� _ � ( � , . � . __.. .:....... . _. : . _. �... --1— � ; "�.`" _ ; � ` / � � . � � - • ; � � � � ; _ . , ; 0 , � i i - REVISION , _ , _ ; DATE � , � � — — — — — , T , � , — 12/20/00 PRI N T � � CI G SE - � .� - �_. i � � � — i . , _f � : . ! � : i �� -�---- ; _ ,G - �,- -�- — _ ' �- � , � _ L 1. ,.�'. I — � I — — — — — — — — — — > -- — - , --- — — — — — � — � —,�j—"� I --4J � i. � — _ , t '. _ __. _. _, . 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R WN Y. ,, r D A B _ ,� M � : GM . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . ..� :..._ :.. . ..__�. 1� r , . ��.�. � . � � . . . . . . . . . . . . . . . . . . . . . . . . . . �... . . , . . . . . . . . . . � . . � . . . � . . . � ,.- .., .. .,/ � � . . . . . . _ . . . . . . . . .. . � � .. .. . . � . . . . �� . � . . . . . . .. . . . . � . . . � � . . . . . . . . . . ,: ... ,....1r ,:�� 's.M . . " . � � .� � . . .. . . � . . . . . . .. .. :� .. . . . . . . . . . . . . . . . � . . � . . .. . � . � � � � . . � � . . . � .. � . . . .. . . . . . _ r,. _ . - -.,� .:.t ^x ��> ...� �,'_ � .. . . . . . . . . . . . . . . . �� ,�..� � . . . . . . , . ., . . . . .. . � � . . . . . . . . . . � . . . . � � ,�:... .. ..- �.... -� _ . , . . . �:: . . . . � . . .. . . . . . . . . , f = -CHE KE BY: � C D _ MGM � �� , � � �� . � 1� �' �� . � � �..� �'� � � � � �� DESCRIPTION. . - t/d = -m ' SGA 1 � �E a ENTRY LEV L _ x E � . 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' REFERENCE ' , - N RTH , , . 0 ; - � ; NICHOLS , , � ; : _ I .�, ,. . , .. ._. . _ I � ; , : � . , ' T T R P NNING INTERIORS ARCHI EC U E LA � � �� ; .. ; � �� , , , ; � - _ NL�HS�I...$ ! � N,4S A , P E 1730 BLAKE STREET SUITE 435 '! ` • : D NV R COLORADO 80 02 ' E E 2 � ` , F 29 303 297 3334 AX 303 2 2601 ' , ■ ■ ■ ■ ' ■ ■' ■ ` ■ i • ■ � . �' - � , �, �p ; fl� C . O <c. : � � — ,. ^ ,_.. _... — .- - _ � _, — _ - _... - q � � . �2~ 4 � ; M�4tCN INE O L. , I � � I G. N�yCHAEL r , � � nrtL! p' . � � . LI ►L �1V � IV�U . _ I . n y . � � ti. _ `� .�. . . �� I . ��...03 � / ; `.V , �/ , � � : . � , � � , . . : G £ D R I A I � .. � � � . � . � .� . . . . . � . .. � . . . . � : � . . . . . . . . . . . . . �. . . . . . . . .. . �� . . . . . . �. . � . . �. . � . . . .. . .. . . . .. .. . � � . . . � . . . . � . . . � � .. . . . . � . . .. � � � . ��f . . .. . . . � . . . . . . . . . . . . . . . . . . .. . . . . . .. . .. . . . . . � � . ... .� � . . . . . . . � . 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The P J P � � . . .. _ ' ( � � _ _ - � T � � Mulhern Grou > I.td. assumes no liab�tit foc L - - - ---- -� P Y � • � unauthorized re oduction chan es to or • Pr � 9 use af the information contai�ed herein. \ . � . . , . � The nfor on c nta n herein s a � i mati o i ed a , �, . � . \ o � - P rovided on an as is basis. The Mulhern ' I im all w i s with Grou disc a s arrant e re ard \ � P 9 . . . � . to the data contained �n this draw n file �- - = - - - � g , r . . and to e rtorm ce of t e del v th pe an h � ery , . , media includin all im iied warranties of � - - - - - - - - . , 9 P - f tness. The Mulhern Grou Ltd. as umes . i p, s � � — - � - � . . . .. . no obli ations or liab�hties for darna es � 9 9 � (— -1 / / - � � . . . . , mcludm but not lim�ted to, conse uential � 9� q � � � / / . , , , , - . dama es ansm out of or irr connectwn � 9 9 / / . . � � , with the use or erformance of th�s � P � / / . . . . . � drawm fde and its delive media � / 9 rY _ � � _ —- — — — — — — — — - — - -J — — — — — — — — — — — — � / . : I � I r I ION I DATE : REVIS . i � I � ,- � I I I I � I I 12 20/�0 PRICING ET a S � � - - - -- -� � � � � � � _ � i : i ; , i : , i i _ : i i i � - - -'J : � _ _ _ :_ _ I I I � --� . � '; I I I I , , \ ' /� � I , � , x �� tl � - �� , , . PROJECT NUMBER: „ , „ ; . ;. 98043 SCA - 1/�4 = 1 -0 , , . � LE � � ._ . � ��:,�;. �.r_�,r ...� _,� � . . _ � , � , . , . .. , , _ -- ;� � �. W Y . , � : � .,.� , DRA N B . , �. , MGM ,; tt : : � �, � � ,, �, � . � � , , . . � � �i . . � .�w� , . � � . . . . . . . . . . . . . . . . . . . . . . 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PP . : U ER LEVEL ELECTRICAL PLAN .R� ! . . . . � . ... � . � .. . . � .. � . . .. . . . . . . . . �. . . . . . �. �. . � . .� . . . . � . � � � � . . � . . . � � � . .. . . . . .. . � .� . . . � . . . . � . � . . . . � ' . .. . . . . . . . . . . . . . . . . . �� . . . . . � . . . . .. � . . � � . � . .. � � . . . . � . � � .. � � . . �. .. . � . o..� .:�.. . � .. . . � � . . . � .. . . . . . . . . . . . .. . .. . .. . . . . .. . . .. . . � � � � . . . . . . � � . � . . � � �. . . . . .. .. � . � . . .. . � � . . . � . � . . . .. � � . . . . .. �� . . . .. .. . . .. . . � . � � . . �� . . . . ... . � . � . . . ... . . . . . . ... � . � . . , i , � . . . . . . . . . . . . . . . . . . . � . . � . . . � . . . .. . . . . . . � . . . REF RENCE . . E � _ ; T �: , NOR H � . . . . . � . � .. � . � . . . . � . � . . . .. . . . . . . . . .�� -. ' � . .. . . . . . . . .. . . . . . . . � . . . . . . . � . . . � . .. . . . . . . . . .. }.,J NI� _., ; _ NCII S , , - �,. _- _ . , , � � � � . � � � �. � � . . : . . � . . � . . . � � � . � : �. . � . . . . � . .. . . . � .� . � � .. � � . � .�. .. . .. .. � .. � �� . � . . . . . � . . �. � � . � � . � � • � �� . � ' . � � . � � �� . .. . � . . � � . �� . . .. .� � . �. . . � � � . . . . . . . . . . . . . . . .. .. � . � � . . . � . . . � . . . : �;: . . . . . . . . � . . . � �.. � � . . ... . . � . . ... � .. . . . � . � . � .. � . ,; . �. . . � � � � . � � . � . .. � � . �. � . . . � � . � � � � .. � .. .. . . . ..... . . . � . . . . . � . . . . . . . .. . . . . . . . . . . � � � . � � . . . � � � . �. . � ... .� . . � . � � . . � � . � . � . � . . . � . . . . . . � . . . . . .. � .. � . . . . . . � . . . . . , . .. . .. � .��i. . .. . . . . . . . . . . � � � . :� . . . . . � . . . . . . . . . � . . � . . � . � .. . � . . . � .. . . . . . . � �. .. � . . �� .�.� . . . � . � . . �. . . . . . . . . . . . . . . . . . . . . . .� � � �. . .. . . .. � . .� � � �. . .. . . . . . � . . . . . . . . .. . . . � . . . . . . .. . : . . : . . .. . . . � .. : . .. �,. L , I � G� N RAL N TES 0. CON tE SLAB : �RE � � � ', " N p . : O CaRt�OE R M ,4CT FI - 1. h s er� al note$ a I to all structural drawin s and ; CO fP ED LL T e e g er PP Y 9 : P . : . . . . . . , ., . . .. • su lem nt the ro ect s eci�c tions`which shall be r ferred i F?E. PLAN PR e P 1 , P 4 , � ; f . . .. . , . • , . to far a ditionai re uirements. Th�s t4 ect is desi n d in . .: . . . d q P. 1 9 4 . . �� . � . . . . � . � � . . . . . . . ' . � . .. . . . � .� . A .�. . � . . .. •. . . . . . . . .. ' . � . . � � . � � � � . . . . . . . . . . �, .. . . . . . . . . . . . . . . . � . .- . . � . . . . .. . . .. I - 5A U7 SLA A7 • ••.. accordance with He Uniform ildm de 1997 Editi n. tp U1� B . t sU 9 �P Q , . � . � ,. . ... . ` • • • � 4 LOC,A7fON8 N07E . . 2. Uve Loads Used in design. ; Q , c ` � • . _ A. Roof snaw . . . . . . . . . 80 sf not reduc d � ON Pl�ANS, U1NILE - , � ) P � � ) 1 * � . . • � roof itch reater than 4:12 ' �.. p 9 i- CON�REtE 15 Stl L- . ; �- ., .' , . , ' . ARGHITECTURE PLANNW I TERIORS � G N Q- . 10Q sf not reduced roof itch � . P � ) p C,RE�N . u,� , .. • . . . les than 4:12 � , � co a s sNaL� � g � . RNER B R _ U . r drift rovisions of 199 UBC A endix 2 . ; . 0 7 3 . MAT H SI AND SPACI P PP . � zE N� . . . � : . � � . , , . ! . . . . . � ' n I : . . . . 4 . . , .. .. . . . . . . 6. Floors. (Reside tia) � P�f . . . . . . . . . OF: O IZ.W LL . . . : . . . . H R A l�l I UJ .. . , , . . . . . . � �'�,4 1� � .• : .. :. . . . , � , _ alconies & Decks . . 1 5 sf ; r . .. . � . , . . . �B ) � P .� . . . . . : , . . REIN�. PAR� _ - ..._ - . . , 61 . • . • � — — .� — . . . , C. Wind. Basi� �nd Speed . . . $p mph , '— — — � . _� , '. . � . T � , — —� — . Ex osure: . . . . . . B . �� . �- - - � = t NSION Si�LICE N P .� ._�� . L GLASS F� � _�� i - . . �- � • .. . 1 1"'IAX. 3. Concrete. � ,. ��_ , . . , , . _ STE�L BE�M A. Conarete ha been desi ne ond shaU be constructed ^ ., . _ � 9 d � . . . . : , • in aecordan e with the American Cancrete Institu e i . RE. P�AN G # . . PLAN ,� . R� RE. PL.aN . • • • i ` n r t " ' Bui�din Code Requirements, Re nfor�ed Co c e e 1730 BLA�KE STREET SUITE 435 ..� g , ,� . . . . . . . . . AN . . PL _ _ . . . i�E . . . . t. .lU. ci � o 1 n A.C.L � 9 S e f catio s f r 4 A.C.1. 3 8 5 a d 3 1 6 .. . .. . 9 n . ) � P V R 0 802Q2 , . , � DEN E COLOR,4D � t.OF. . . � . . . . : � �� — ... . , .. . . ,� - . .. . . . . 2 -0 . • � , _ . . . . . Structural G ncrete for Bui din s. Section 1.3 . . . . . t.0.StEEL P I 9 . . ,• 03 2 7 3334 F 303 92 2601 . ` 3 9 A�( 2 .. .�.. � ,. . „ . . . . 3 . . ... . 1 G11�lCx .. . . . . UIt�l1' CG .� . 1' . C fii I �O e . . . . . _ t'1'i�'. 51�,�►� CQNTfi�O�. J .� t P Q�l i� I'�l i� -- . . • ,. , : : , Inspection of A.C.I. 318 $5 is deleted m its;entirety, � . _ . , . . ,� . . . _ . . �� . � . . . . �� . � . ■ ■ ■ ■ �� . , � ■ ■ ■ ■ ■ �+ _ : _ . .; . . : � , see Field Observations ara ra h of these enerai A A 3/4 =1 0 �/4 1 0 . m . � .. P 9 P 9 5�.� - • ... . ,. — not s. All oncrete shall e of st ne a re ate unless` �7�.� . Q c b Q . GONGREtE SL B L , 99 9 '� A � _. .• .. . . — •.. , . . not d other ise.' Minimum 28-da com ressPve stren th ON O . � ., � , w y p g GxR4DE R • .• uuu � � �� . . . . h► 1Hl — : _ . .. shol be as foilow. �U\ !/It , , - - . 1 0 , . I . . �� ii�� CO�MPAGtED �I L t'�E PL�I AND DEt,4�ILS _ � ORDO i I- I . ,. . .• G . -- . 1 Slab on rade . . . . . . . . p00 si � N �� i . . ... � ) 9 3 P O `l e.a.o , . . • oe� / . � . . . O �t. i AN t. WA N�. . m F RE, PL fiOR CG�N LL RE _ . . �, . I I I IST e . . .. '. . � G . — . i . G 9 � . .. „ 2 All oth r concrete . . . . 3000 s � a . . I � ) � P . °�c ,. . . . .. . ,.. _ . . , / � e tc v �i , ... . ,. , i SNIM ,4ND , . ,. . , z • • • • , e o , . . B. Rein orain i to be new bdlet steel A.S.T.M. A615 � � . . . .. . . . . . . �� f 9 s . . BREAK 80ND . . .. . . � .,• . , . . , . . � �� . . 2 .: N -SN I K C� OUt ` . . . ; ; . . : .. . . . .. .. ON RN R , . . . _ � ; . . , ra e 60 exce t bars to be bent r welded in t e field v _ � . . , . .• . . .. . . 2 (d . .. , . 9 � , P Q h _ r�. _ � � �� ar �oiNT � .. _ . . .. . . / _ . ' ' . . ' . . , _ ' :..' • - , wu c ; � . . . . . . . . . . . . _ sh I r � 40. Provid corner bars to match all _ _ � x 1 6 SMDOtH .. • .. . . . . . . . . . . . : . .. a� be g pd � _�� 7 • _ . . . . . , . . _ 0 557 W . . . . . . . . . . . �_ � . . N .�. a e . . U� � . . . . . . . .. . . . . . . . . . . . . . . . � . . �.� . ; . . . . . . . . . . . � ... -f� � . , . . . . . . . . . . . . . .. . . . . � .� . . . .. . . . . . . . . � Pr h r inf r n i ca in I ce walis. o ide . . o i ontal re o ci n t � . . . A fF � � Y , DOIUE S at 2 O , . 9 P . �.cr� s �. � . . . . . .. f�` a . . . . �. � . � + � ; . . . . . RE. PLmN . _ ,� >,. � AK N . . . not 2 5 aroun all sides of all o ernn s m � s � BRE. BD D , . . � �� . �� less tha� # d P . . Uti . � _ .. 9 �J�l G� . . . � O . . . . . . . o . . l ) 5 2 � . . . . 2 x . . 5 , , . . . . - , �� -9 . . . . � .� . . . . . . , � � U s . . s . . . . . . . . . . . . . . . � ��.� •. . . . . . . . \ . . . . � MAL "b C1� SID "OF D L � , . .• . . ' ... con rete an extend 2-0 ast e es of o enin s. No r �' m . P�� E OI�UE . . : . . T.OF. � d P d9 P � r me 0e. � . . . , . , . , . . ,. . Q� � , , , . . f,, C� � �, ;, . �• ,•. � . . . _ . , O � . . . . . . s mf r ement ar erm�tted exce f as detailed f, ti ( .) . , ., . . .• IiCes of re o c � P P ,,.�fi L �t t1'P : � , � �. .. . . P C O � . ;. . . . . ,�,�, ,�� . . , . . . . _ . ,. , � .. 0 . . . . . .� . . . , r. r Structural n ine . Where er itted �.,,, �e�, . . . ... � . . o qutho ized by E g er P nl . � ,.,,�,,s� , , . ., . , . , , , , . . , . _ . .. . . � . ... . � u n I s lices 4 bar di meters mmimu . . J . ,tl, .. � . . . . . se co tact ap p � Q a m CORN�R B,4R3 51� LL . � . .. cr► . : . .. : . :: . . . . . . � . . , . . . • • ..� . . . . C. Placm of R inforcement. Provide chairs bolster . , ; . . .. . : , 9 � . � �� . . ..` : . MAt H 51XE AND PACEN�x � . � . . . G � . . . . . . _ . . . .. . . . , r � . ., . . . . . . . . additional reinforcement, and accessd ies ecessar #o . , . . .. . . . , . Y . , . . . . .. . . . . HO . . . . . . . . OF $MALLER R►X . . — _ .� — • .. .• su ort rem#otcement at psition shown on drawi� s _ _ — . . . ., PR , P , , 9 I �— — T — � UJAL R�INF. BA � . �- � • •• Su ort of remforcement on form ies wood brick or , -III—III— . . . PR � , , . '�— — �-- I , . . . . . -� _ �� . . ! I ` , , ; . other unacc� table material, will nc�t be ermitted. I_ I P P I I ALT�RNAtE. ��- � . _ . . . . . . _ I I i i imum co r over remfor • L CLASS S tENS ON 5PL �E D. The follow ng m n n�rete caye �ing OYIDE - L�NUF. ' . . . . . , i P�; PRE M _ . . . . shal be rovided unless de#ailed otherwise. ., . I P > , T Y G - . ME AL, KE ED OL1� . . t C ncrete cast a ain t and' ermanentl ex o ed � � ) Q 9 s P Y P � _ INt St I . , JO R P � to ear h `. . . . . . :. . . . . . . . . . . 3 in. ' ` � � ' ; �+ A /�/� �+t f t t Q p 2 C ncre e ex osed to arth or weather , ty�p 0 � : 'a � O � P , � t t,�� t� . ,�M C � t,1-�� . . � � . �� Gt�� 0�� t��. ��Q�� .. � �� Q � �� .. 1 1 f'�. �7�f�M .. V�./��7 1 ��1Q� JO�� I 1 I- ��I�� , a, �6 bars and larg�r . . . . . . . • 2 ��, _ . � . �� . �r � �� : , � u ti � u ! _ ' ■ � �+ �� _ �+ : - 3/� 1 0 3/4 I (d b: 5 bars and smaller . . . . . . 1- 2 n. 3/4 =1 m �14 1 0 �� # 1/ ) CONT. RIM B0,0.RD I o.c. . � 2M6 at 6 . �.� ��.� • ' , � � S �7�.� �7�.� 3 Concrete not ex osed to eartM or weather. .3 4 in. , � ) p / a� �oist su�i�iER s�ruo wa�� . _ �� 4. SteeL ii A A T s l� RA ED �� A. Str ral el includin c i I s Iat s r ' u�tu sk� � ast n at� e � e o t,` 16 t. IM 9 9 P 2xro a p.c. CON R BOARD . . . 3 u . i t SN �4'fiHINCs T. Ca. PLYU100 E oth sectioMS shall be detailed an erected m 4 1� �r d t A . JOISt 8U LIER , , , 5 UD lU Ll. Bl' � PP _ � acc rdance ith the Ameri an Institute of Steel _ . 4 � - � LT. UJT. C4NC. ° W � t. Wt. GONC. t0 ING . . . �- �' . CONG. TO I Cs Con truction A.I.S.C. S ecification and Code of ' L't. W7' PP N � � ) P � , i �� tOPPINCa ON . . . . �� i , AP�4 TPD . . a r r i . Mi irri i I tre 5 k for , 2 RA RE ARCH. St da d P pct ce n urn e d � n th 3 s� 3 �� iZE. ARCH. ,. n , Y 9 i A. .A. Xt. " . . { E P , 5H ATHI i e 46 ksi for tubes 50 ksi for all others. . E � P p �. � . ,� NIN � TE 3HE t C� � _ • • � s B. Con c ions. Q i t ne # _ t. C�s. PLY OD � _ . 4 � , : . . 2x I / • • . CN. S L D B OGiGINCs W RE R ; a A 4 1� 1 Use st ndard framed eam oannectwns mee in O � ) q � b 9 � �, �� . „ � .: ,� , . . . . � . , . . ,4 O � , . . + .. . . . ,QN . .. .. ' RE P�- N 3 ! VENT HOLES' re uirements of Manual of �teel Constructi n .. . .., RE PL . .. . . q c� . . . . . , . . . —�.— . a c� � I�■� RE f�Z . . . . . CM,4 .) OC,4T HO � � L E LE Ninth dition. Use 3 4 diarneter m►nimum A307 bolts T:Q. PLY . � I , � - T.O.PLYUJU. .. �4 ,� . �/� � 4. M 1'OP OF ival n �RO or we�ded equ e t . � � , . . . . . V1 � {C _ BL 2 Minimum welds er A. .S.C. S scification not le s . � � ) P I P . S n , . . ,� . . . , 1 than 3 16 fillet continuous usm E70XX !�1 : � � i � 9 � - � �� , . `�'1 � . I J 15t . Q _ 3 6 (M,4X.J electrodes, unless no�ed otherwise. "Weldin of . 9 r bar nchors to an es or lates shali be ons to � I � 4 9 R d � _ . 4 � >. develo 1.5 times th� ield s�r�n th of the ' .. P Y 9 . ) . . ' . ; t (TY . x12 tREa Et� LEDC�ER P 2 � � reinfor�in bar. , �� 9 It �� DEC J 5 i i �� . � P i � m t- . x3 ACz SC U15 a . / lU 2 s L, _ 5. Wood. / A t R� 5 AP RA ED � � i JOI�a T � . �� . . > �� o . � 4 o.c. AND 1 d at .c � �P � 5N ATNINCi A. Fra m Lumber shall be D u las Fir Larch M N NANCs � 1 E _ rr1 9 . A 9 � SI P50 ER � 1' ERE 12 � . RACxCs un no ot erwise I ss ted h Q � � � ) . �r/ . � RE P1.,4�M - (2 x6 Nt. At . 6 ) 2 �O PL E 1 ds . . . . . . He Gra Stu . Fir St d de ': � 4 O m .. , H l AK A�t BE,�Ah1) • BRE . 2 J ists . . . , . . 2 �Grade or better t� t*�� o ' 9 p p � ) # . l t�I . � � � 1`�tl . � � . 1`1' . 00 17� t,�l �' iv4 NC� � � I �I-. ��1'� ��11`� �� 3 B ams . . . . . . . 1 Grade eam & Strm r M�1 2x8 STRUG?URa,L .. 2x12 1�AFTEt� � ) e # Q 9e ,� � �� ; � . �� .• , � ■ _ 4 P sts . . . . . . . 1 Gr de R st & Timber _ 0 0 . 3/� I 0 SU �AS IA W/ � ) # 4 - 3/4 1 0 P3 � . C2x8 ,AT ROOF L � . GKINCs N S . . � . ,4 GH. . . OCKING PANELS BLO PA �L RE R BL � � � . 5�.� 5 W od Qeckin . . . Commer iaf Grade , � ) o c I 9 N 6Z'f D E YE . � S AT SIM.) RA R OISt SU I 'I'� . , . .. � J P L ER �` BY JQISt SUPPLI�R �� Y F' . t.O. PLATE B. Provde solid blockm betw�en a�st� af all su or�s. � 2xro at 16 o.a. SIMPSON LUS28 i , 9 1 PP. OIST S AG � FIRSt J t' E � FI St JOISt SPACE C.° All construction shall in nformance wi th � R Wood be co tM e STU WA` LL � D �� 1'Y .� � H�#NCxER t P ,. iM . . » . . . ,� . S P�ON N2 5 AT 48 o.c. UJ4�IE JOIStS , , � a at'�S o.c. wNEFZE ol5rs a R� rowsions o� The National Desi n ecification for ' �� ' P 9 �P M t� 2x�o at' 16 .c. 1' . . �> p s Afi�'A R4 ED EA. TER A �` � PARALL L Ta W LL ,4 TU lUA ARE � Stre Gr d Lumber and i h s. , ARE P R4LLEL LL ss a e �ts Fasteni � StUD WAL , 9 5 H ATHINCs E �- • • • • D. Glue Iammat d beams shall be indu tnal rade co formin � s n � 9 9 3 1 t PI 6 I�IN S U � x C: D T. CONG. O IN 2 L . uJ 6'P � � � . . . T T Df�ILL �sUIDE HO E a 4 SIM ON A 5 AT _ Lt. . CON . P� � , W�' C to combinatior� 24F V8 si le s an beams shall be 24F V4 T Wt. GONC. t0 I � n9 P ) � " L . Pfl'NCs . ACH SIIJE OF BEAM . . . , i . ARGH. T � g � i ,Q ,4 T p RE tQ RIP 2M8 OU R CsCsER A. GK , z 1° '� E tOPF�ING O E �LO , stre t an stiffness re uirements. Shi memb rs to the . . N . n9 h � Q . P � , RE. ,4RGH. t'MI .) . . , N �� • ; I dC S t O s P PL R 5N A7N IN � 1,. � E � i ,n f r r v w r ,4 t. �� site and sto e n ma u actu e s rotecti e ra s. � a P.�A. E� 3 r P PP� , . < f � 16d NAILS t. Cs. Y OD 3 PI- . . . 3 �� C2) 2�6 COt�l7. _ i O\/ERCUt f�4�tERS t.t . YWDO E. PI od web oists shall be as manufoctured b Boise a PL 1� tE SNE,�AtHINCs IMBER, L.Yl: OR CsI�U LAM YN'9 1 Y R�4 p , T � EA. SIDE � - . . , , AT . Cas ad C . White Cit r n r r ve n . i ` . lN t RE D ,4t SIM.) PL E � or 0 e o a o d e iv le t A C,� EAM, F�- PLAN � p , Y. 9 o PP qu v RE. �R H. � . � � . . . . . . , . . . . . . . . , . .. .. R� PL,4N . . . , . . . . . .. r I f i h . . , Su lie shal urn s sho dr wm Showin aU oist , .. . . . ,AN . , . � �_.�. P� P 4 a �, � _ . .. R� PL . .. . 9 9 J . . , , . . . . . . . . , � i � �� . brid i I k n d mi r r t o.c, n b o i an c. acces ies for evie b , xro at ro s s t i 0�4 Y t . ^f . 1/2 ,4PA tED � , c p GON < R M B RP R�. A�R�N. ` . A PL WD R4 2x6 �t 16 0.�. 4 9 9 . . . . "! y t.0. 1'W . f'L D i the structurol en meer riQr to fabncation. The BY JOIST SU LIER 9 A,tHINCi 7UD U1,�LL 9 P PP H� StUD UJALL , � . . , , ; _ r` al o c t n contracto S I n t u , tch or otherwise modif the h � y . . � . . . . � ' I-JOIST s ,AN FO Q . , oists ithout the written n ent f the stru t r I fRE PL R RE D w Go � 4 c u Q � . 1 � en i eer. OF ,4N 'T S �, MIUMBEF� Cx G S UI� 91� � � .. _ F. a i V n r m r L m ated ee Lu be shal) be ps'manufactured b th� r � v . �M . . CONT R BO f�D a Bois�e asca e Cor . White Cit Ol-e on or a rove ; . G d P � Y� g � pP 4 JOISt SU LIER e u� alcnt. � F�Y P N G JOISt . P q DE I� • • ` • G. Ton e and roove Wood d ckin Mdll be installe with CtY .) gu G. � g s d ` 1 t A7ED L DC� R P , 2x� RE E . . I JOl�at � ton ue ' u �h "slo ed roof�. It shQll be laid with . n u i i � � P P i i SIM OM HANCs�R �x3 L�CS SG W5 at . P� W(. s s i�E atterned fa�ces down and ex osed on the unders de. , . i� n P p 1 . AN . . . . RE PL .c. AN l�ad a t 6 b.c. 2�F o D Con rolled r ndom la shall be rovided with a mmimum � G . Y�P P , dist nc of two feet betwe nd oints in ' T�CsEREI� q s sn e ad acent ', $ J � . e in o , . , t A Th f rmation contai ed i is d wm /� t�/��t �/ p p �+ . n n th �A course E ct� course shall be to nailed throu h t e Q p I /+� p � +� s q � h 9 t p p � t 9 �� 2 . . . . . . . . 1 �t � Ii�IC� "C,� t . �'IM OC �' D fL/ I fil I 1 �1` � � � � � �� f"� � 1'' � file is intended for use onl on this v 1 ��. �� ('� �1�� 1 �� 1-. �I..r�r(�� I�f�l�� 1./� � �+ � � ( � I`` � ,� ton ue and face nailed with one nc�il to each sup ort. . �. r � • �� • • P • ro ect. Unauthorized re r du tion r use ' . u_ � u . ��._ � �� • P J P Q � Q , . „_ , „ _ c Use 16d nails for 2 nomin�l-deckir� and 40d to nail and . . . . ��_ � �� + 3/4 -i 2! 3/4 _1 ,0 9 � . /� -i -0 - - 0 � „ „ . . . n other ro ects is not er � ted he , , °�/4 I i m t . T , P 1 P �.� �7�.� � . .. f r n 60d a e na t fo 3 a d 4 omi I deckin .' ik �7�. c i n S e S�.� � n P 9 P . ,� . „ Mulhern Grou � Ltd. assumes no liabilit for P Y cour e t ther with 8 s i 0 . . • • s � o e k�s at 3 max o c. throu h 9 . 9 unauthon ed re roduction an es to or / WIN OW P z P . Gh DDOR /'U11NpOW 1�OOR D DODR / IUINP,�OW . . „ „ . 9 , _ re�drilled oles m 3 and 4 nornmal deck.- . . . . I +� h se of t e informatibn cont i d he ein. P u h a ne r ,� . . N +4 � A E DEi� E D . HE D£R H ER . . . , . r (N � � H The av ra s diamete of lo s has e�n indicated n the A G IMAI �x The informati n c d . � � P L E E L s t� o ontaine ere�n as � � � � � � � � � Q 9 8 b h , � . . : N . . . . . . „ . „ RE. PLA�1�1 f�'E PL,4r i�E PLAN - . _ dra m s. sizes w r , _ , , t�' ,) vy These e � establi�hed usm the rovided on an s is bas s. The Mulhern .i RE �N�DUL l P 9 9 a I . . . . P � . . .. . . . . .. � � k � � • . s .. �. Y . .. Y . .: � .. . . . . � . . . . . . . � .�. . . . . . . . . � . ..� • . � � i . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . � r fo lowin de i n values. ,�M '�I I I , � � A Y � rou di c ai s I warront ( / 1� BE ( � � m i s with re ard NP L � � � � � � 9 g $ a ' 1� � � � P � g , x A►T 2x6 At 2x6 PL,4'FE 2 6 f'L E PL E • . . . . . 1. il Mem ets. to the d ta cont ined in this r wi f le ' . - A 4 a a d a ng i M LTI L 2x6 , , . 4► P � . � _ ❑nd to t e i � �'b 900 i erformance' of t uet . � � � � s h ha dei ; II II II II II P P Y � II . . . . . . , �- . KI G STU S AS . � N P = ' cn �v 95 si media, includin all implied wa�ranti�s of . P 9 � . . . RLQUIRE FOR � _ fitness T Mul er � 1100 ksi . he h n Group� L�d. assWmes , , . N.� _ . �. . . .. . EU StU COU o ob atio lia l i , LL i ns or bi ities for dama es P �c er . _ � 9 9 � 25 i � � �P P � . . OYI tICxNT y P , , R DE • P , . � mc udin but not limited to conse uentiai .. � , IN IGA S EDC�sE _ 9 9 D � - I � c ara. 42 i �� ( ( s . . . . , �� F II II � � II cP ) P (6) lE�d NAILS � K C T . a a es i 51�tLICx, HEE U _ d m g ar sing out of or �n �onne�tion ` , a� , _ O P EL �t 50o s� . . � D _ PL � 1 . P ._ . A H. . R� RC , wit the us r erf anc . h o orm of thi e . . . s � . . P � AT tE 1z4 R �` ; ll) 2x (i) 2x6 6 : � � . . . . . .— All I m r s use a st uctur I a a t m t r n . � ( I p S� 4 c �i us be Gded a � � � �. � � t .)� 9 P . � I I � YP Y 9 . , drawin file and its delive mgdia. i , : . . t K) 9 rY �— I INC� S I7 NCs 5tU +� ROIKxN OPEN NGs � U D mar ed b n a roved r di a nc conformi o th . k Y G PP 9 Q n9 � Y. �!9 k e J _ 9 �t . �I� . . 0 2 12 ER x RA _ , esta li hed tress rodes f r tr c ral mem r I b s s u u bes n o � � � � , I � F M f� � ) s 9 � � � � � IN IGA�� R4 9 a I I Q � � ) 6 C2) x stru�tu es. EMB BENEAt (U 2x6 l� 2x 2 ro , r 1"� � , „ . . . . . • 6. Foundati s: EVISION ' . an DATE R , � � , � � � � � � ( _ i r ir-�r� tRirirr Y SNEA��IMC; tR MMER R E�R ER �D . � � PL • � _ _ � A. The str ctur shall be founde on read footm s I ced , R SP�41�1 l�P 70 �6 � u � �I ,�P 9 P p fi�►4FTE . . 12 21 00 I � SSUED �0 PI�ICING on nd sturbed natural soil o corr► acted �II with a R 4 f � r � � � � � � 't'�f . GO�N ItIOAI f�� Stl� C DIfiION fi�1,4N` l3) p I I I I I I I I I I P 1� D ON 1"10� . . o . maxim m al owable beann rsssur of 3000 sf. o < INTERM�D IAtE � U 1 9 P � p I. . STU C ITI�I . . D D _ _ _ . . . 4�N � B. Refe t so re art 98 3 4 date 11 16 98 ee red I a , C 4 P # � . d , p P b N I II . Y II I ) I M NAILINCxI � � E BEI� . . . 1'� , N " . ARCH. Koe hlir� Co sultin En ine rs Denvsr Colorodo for other , RE � n 9 9 Q > , NIP / I�AL�,EY BEAt"I . U . . . . SG D LE � I� ert nent s ils information. T n ra tor II m .. P i 4 he ca t c sha �e ', . � � ' � � ' � � � � � � � � � , -v �TYP.) t.4. PLAtE � . . . , full versed with all aspects of the sod re ort r�pr to , w Y , . P P .. #. . - v W the stqrt of construction. . � A`T . . . . . . . . . � � . . .. . . . � .. � . . . . .. � � . � . � � . � .. . .. . . . . .. � � . � . � . . . . . � ,-. . . . . .. .� . � . � � � � . . . . � . .. . • • . . : . . . . . . . . . �.. . W . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . T ) C. Foundation alls are desi n d to b su orted to a d C4N . (2 2xro v� 9 !� � pP P � , .«., , � � bottom b obr constructi n.: W ar N T t , f all e o e tG1 PLA'T� Y I Q � Q b v � � � � � � P �IMP ON � � � � � � � � � � �+-� � . Pf�'OYIDE TICsN7 H Q bac fill d until such flo rs ar i , E DER I� � o e n ,�ace or ade uate , tn u u „ . . . p q 4> 10 CMIN.) CRIPPLE W BLE shorm is rovided. 4KE ,,4 SNUG CHEEK CUT X , . . , . . . . 9 P � � � � � � � � � � � � � � � , , , � � , , a� a� ST H I Nt. • D E�'x D. Reta�nm wqlls were desi n d usin the followin values. .,., ANCsL� ,4T tv'4�TER u 9 9 � 9 9 . v , , , , � x6 ,4T OTN I UI $'L. E RW �''a� 8 LD 1 Coef. of frictwn . . . , . . . . . . . . 0.4 o � � � � � � ) � ' � I I I wa 4 II II II Il LL t 2X12 i�� ER lJR UJItN 2�cro PLATES 2. Lqterai earth ressure. . . . . . . . . . . 50 :c.f. � ) P P , ,. . . , , , _ , co A GONt. YWOD 3 P ssiv ress re. . . . . D PL D u . . z . . . . . . 300 . .f. � N ( ) 4 � P pc � . . : . E Cont actor sMall r fer t th e o A,rchit ct and Soils e rt M � I , o r � �+-{ R o � P � . . � u` n N� S HEDU � N ILI � � � - - SH A �IIN � . _ PL � � � N R�4FTER �P�l 6 0 TQ $ �A � � � � for oundation Draina e and la . � . F . g � b �ase Requirements . , g „6, p � • �CSIMPSON LS90) , E� 8 '+� OR 7. Field Obs�rvPtion�. , , o� . OPENIN I t ED f At • . P ANEL ED E: �i�"t PROJ T N . � EC UMBER. 20 11 � M . 6 A. Th r r sh I e co t actp al mform th Str� ctural in t Q z EN CON 1710NS n s � En ee�- a _ SH AtH( REMARKS P P 9 � � aPPLiGatIAN � NGs . , � ` u n , _ �NAI IN _ AI I CR D L NCx I �x � . N L El. r or leas 4 h s i to ca in �8 r t an concrete so s o � N 8 0 TQ 1 �? � v� $ t . ��R � , p 9 X 4 , , . . , . DRAWN Y. f�. . _ : ax t 16 0.0. s B ) II r N S50 a o tMe S uctu al En n ( IM O L � � i e r he ortunit to r w w P� . w � � o � � �� ' 9 p Y ; . P �� the ce t of r m la m forcerrren a e bedme ts. , 3 ST W� Ct1' .) � t m n UD L P F n d i 10 COMMON AI S . 1� f► t �� ' P t a� N . A A �� . t. Crt P ED � H K � RA _ . . C EC �D BY. �.M. , 6 o.c. 10 o.c. FLOOR� B. Cont ct Neu ahr & Gorman In . 1 T303-377-273 . : - - CA fi. 8d INCrt'S ANK) a J � �C �4 _� 7U I � O R L R M . . r �m�,�,�,.�_ ,. RD L Q 2x i� ATE _ : r , � �r L . . _._ . _ _ : . � _-� 8. Coor � . . ._ �.. dmation , , � ..., � , �� . �SCR P�'1�7 . � � , _ �a �t 7 . � , , . . . . � _ �`°� � � �, F . .. . .�� . . .. . . . . . . . . . . . . . . . . .. ... . . � . . . . . . � . . . . . . .. . . . . N C I At DOORS) ; oP'� T � M �� A. All m nsio s on struetura drawin s sholl be che ked � , d1 � n I c . , r r � . � �� . . . . . � � i ..�., . , a_.. , , � . � , _ .r r � � . . , � a i t ar r . A A t a s c tectu ol drawi n di n ,. T OTH ISE R.4 D �� s and a scre a ciss _ . f S A OvE N ES ND ED R�U z P � C . T'. x n h , . ,,. �' ICAL D AI 5 & ' U E B U �, ;� � GOMMON i S 4N 2 6 9 . . n 9 Y P � . ,_ . ., ��TY,, �T I� P WAL S 6 o:c. 12 o.c. S�i N,A-.1. L _ _ � . . ; _ sha be br u ht to the dt en ion f the architect = > _ t AtE IMPS N LSSU210 H,�N�ER G C C D , I �#�' I q � � t �a A� ERN � C.� , S 1�L PL � _ , . , 1, � ,�, . • • � GEN RAL NOT S _ imm diatel Refer o m I I n �_ E � •- tION 18 A S A GEPtABLE #�Of�2 TN�SE e y, t e�hanica, e ect cal "and � � OP 1� 4� � . arch te�tural drawin s for i ot n � > i � 9 4Penngs n show on ON ItiONB. �� . C. O _� A t �� _ AP RA D �� a � . . _ 10 COMMON AI av , stru tu al rawm s. OOFS 6 o.c. . 12 o.c. N �- � r d 9 R A� .n _ . . 1 - �'20 ` .bSU 0 � E fP RE � x B. o ' r Sh d awi shall be re r d the fa nca or. : � `� ngs a b b t A P (� � w Y o : . 0 � Co n of these cons ruct on doc ments for use as sho t P I � . � � � P .. . � R �IDW . . YP. H AD R � � dra in s wi I ot be rmit . � � � ed L � n e � I , . 9 p .. IS . W SS NOt Otk I f�l1J E . D H O N E � � . MO 5 L 118 G2 IREMHMtB S OUJN VE L � � � � � � � �, ,� a� TE . E RE u A€� 4� � � g 13 . �-lM l�l ,�4tt,�C � r Y,� 1' t q � � �'�"�'. �-11�' / 1.L� , ,. 2.REFER tQ SECtIiON 23 OF tN 199'1 l,lh11FORM BUII�DINCx �ODE � c � � ' . ._ � �� : u _ . _ M NT5. ATNIN Ql�l E /4 I 0 FO A ItIONA SHE RE RE , 0 9 R Di� . � � FR � RE �J �bE T Al�►��1� � ME � ; � � _ . � s�a . . � � � . a w � � � � . � . � , � . NI �-I LS . ; � � � - . 3 . � � ; ; � _ _ ___ _ __ _ __ _ _ , , . i.�� . . . . . . . . . . . . . .. . � � . .. . . .. . . . . . . .. . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . ' � .. . � . � . . . . .. .. . . . . . . . . �. � .. . . . .. .. � .. . � � . . � � . .. � . .. . ... . ... ... . . . ... . . .. . .. � :` ,. . � . � � . . � �.. .. � � � ..� � . . . . . . . . . . . . . . . �. . . �. � � .. � � . . � . .� . . .. . . .. � ... . � . � ' � . . � � .. . . . . .. � .. .. . . . . . . . . � . . . . .. �. � . . .. � .. . . . . � � . . .�, � � . . � � . . . . .. . . . . . . .. .. . � . 11. . . � . . . , . . . . . .. . . . . . . . . . . . � �. . 63 � , : � � �� ' o , _ , „ � u i n _ � � u �� l� � ��O 2 _ _ _ 4 Pa �� _ 4 _ g� - Y 1 1 10 S I 1 , � 9 r0 19 9 4 : - � � � . � �� , „ � �� _ , _ _ _ i _ 2 Jrd � a 3 4 8 "I 8 'I 2 I � �� . � �� i - - 5 1 0 � �2 . �2 , „ ; , � � , � ; 1 SItE WALL ' . . ARCHITECTURE P NNING INTERIORS � Y OtHER , l,A $ ,� ° . * _ , ri C ) , , ST P �0 5 VERt. UJ/ , E �� * TI , t O.UJ. 3 E5 at 8 o.c. , T.t� . , �� ; ' CAT llJ�4 S CTION) * � LL E � CS) 5 VEf�t. UJ/ , � �� A 0 - . . . � * �� . � , � 3tl SatBo.c. 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