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B07-0108 PLANS
� � � � � 0048 E BEAVER CREEK BLVD � � � � ON SUITE 207 PO BOX 5300 AVON, CO 81620 970/949-5200 FAX 949-5205 WWW.VMDA. COM . < ARCHITECTS May 22, 2007 Charlie Davis, Chief Building Official Town of Vail 75 S . Frontage Road Vail, CO 81657 RE ; Victor Mark Donaldson Architects Response to Building Department Comments pertinent to pending Town of Vail Building Permit Application BP # B07-Ol 08, dated Aj��'il 17, 2007 - LIONSHEAD CENTRE CONDOMINIUMS (" Project" ) Dear Mr. Davis, This leiter and attachments are being presented to you on behalf of Kitchell Development specifically and singularly pertinent to the installation of an NFPA 13 Fire Protection System . Victor Mark Donaldson Architects has been engaged by the Lionshead Centre Condominium Association to address the comments from your Department relative to the pending Application noted above . It is our intention that this leiter and attachments will serve as appropriate responses to your previous requests for additional and analytical information to accompany the application previously made by Kitchell Development. Accordingly we have completed an analysis of the 2003 International Building Code for the Project which you will find attached hereto . As a result of that analysis and our subsequent telephone conversations and meetings with you we have utilized the credits allowed for the installation of an NFPA 13 Fire Protection System . The attached VMDA Documents demonstrate the results of how these credits may be applied to this existing structure during the course of completing the NFPA 13 Fire Protection System installation , Upon your review, please let us know if you have any questions or will need any clarifications . � Executive Summary of 2003 International Building Code Analysis: This Project is considered a Type II -B Building, fully sprinklered with an NFPA 13 compliant system , Charlie Davis, Chief Building Official May 22, 2007 Page 2 The Building is a mixed use building with S-2, B, E, M, A-2, and R-2 Occupancies , The occupancies and their respective areas are illustrated in the aitached drawings , Further, the building is considered a five story building , Based on the total areas, its existing construction and the Occupancies within the building, this Project will be classified as a Type II - B Building with a mix of separated and non-separated uses . The A-2 Occupancy will be separated from other Occupancy types within this building . Per Table 302 . 3 . 2, the separation required for an A-2 to S-2, B, E, M and R-2 Occupancies is Two-Hour , Per Section 302 . 3 , 2 Exception, the NFPA 13 Sprinkler System instailed (in accordance with section 903 . 3 , 1 , 1 ) will be utilized as a substitution for One-Hour construction, allowing the rated Separation Assembly to be One-Hour, This rated Separation Assembly will occur continuously at the floor, ceiling, and walls as indicated on the aitached drawings. The other occupancy types will be non- separated, except as required for Exit Corridors and for Residential Unit separations from one another. Separation for corridors shall be required in accordance with Section 1016 Table 1 Ol b , 1 . For the R- 2 Occupancies, with an occupant load greater than 10 in a fully sprinklered building in compliance with Section 903 , 3 , 1 . 1 shall be , 5 hours , Separation of the individual R-2 units from one another shall also be . 5- Hour, in accordance with Section 708 . 3 exception 2 . These two . 5- Hour separation requirements are considered to be 1 -Hour, for practicality within our documents, These walls shall meet the requirements for Continuity as defined in section 708 , 4 and illustrated on the drawings . While it is incumbent upon us to report other observed non-complying construction in the course of our duties, we believe that the Town of Vail Building and Fire Departments have adequately enumerated and reported these matters in the series of letters to the Homeowners Association , It is our intention to confer with the Owner and to develop a Compliance Management Plan that will be suitable to t�'°�"��d for purposes of life safety issu s, �, � � � �� ��� Of cour ,� ave '�.���tions or comments, ease fe I free to give us a calL � � V��3�'�� ��� ry truly y rs, �� �� ; O� �d � � ICTO K DONALDSON ARCHITECTS �� � �� ��� onaldson, Princi Enc ; 3 Sets ��� �� d Documents & 2003 IBC Code Anal sis Y CC . Leah Peterson /Montage Properties, Jeff Babb, President Board of Directors, Kitchell Development 'T { �i Victor Nark Donaidson Archi � ects VMDA PO BOX 5300 Avon , Colorado 81620 970 - 949 - 5200 Plan analysis based on the 2003 International Building Code Project Number : 0720 Date : May 18 , 2007 Project Name : Lionshead Centre Address : � ,� �,� C�' � w � v €���r��a.����; ���,�� `� c�, €��� ���s� _ . . ���� � �� �� ��� � �~�� �, � ���;� � �, Contractor : Kitchell Development Occupancy . �R- 3 .� S - 2 , M , E , A - 2 , R - 2 , B Designer : VMDA Constructiono II - B �F. ,�: � `�- � Engineer : NA `��� "��� � �� ` � Report By : Chris Juergens � .� � �� �wJ �.. � � � � <o �a:�� ����� � NOTE : The code items listed � n this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC , It is a guide to selectec� sections of the code . Report created using Plan Analyst software by IHS Global 800 - 854 - 7179 SPRINKLER SYSTEM : NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height . - - Sec . 504 . 2 and 506 . 3 FRONTAGE INCREASE : Perimeter of the entire building = 952 feet . Perimeter which fronts a public way or accessible open space = 354 feet . Minimum width of public way or accessible open space = 30 Allowable area increased 12 . 18o for frontage increase . - - Sec . 506 . 2 2, �;' . � . � ' page r 2 Code review for : � Yc =, ect Id . : Lionshead Centre y�� r � SS : FL NAME OCC MAX FLR ?eREA ALLOtti� ED RATIO STATUS - - - - - - - - - - - - - - - - - - - - - - 5 Dwelling R - 2 ok 291 � 49950 0 . 06 ok TGTAL FOR FLOOR 2917 49950 0 . 06 ok 4 Dwelling R - 3 ok 15690 UNLIMITED AREA OK TOTAL FOR FLOOR 15690 UNLyMITED AREA OK 3 Dwelling R- 3 ok i5690 UNLIMITED AREA OK TOTAL FOR FLOOR 15690 UNLIMITED AREA OK 2 Sales Room M ok 5471 39023 0 . 14 ok 2 Dining FZoom A- 2 ok 1048 29658 0 . 04 ok 2 Sales Room M ok 454 39023 Oe01 ok 2 Office B ok 645 � 1803 0 . 01 ok 2 Dwelling R - 3 ok 2380 UNLIMITED AREA OK 2 Sales Room M ok 2725 39023 0 . 0 � ok 2 Dining Room A- 2 ok 4 � 60 29658 0 . 16 ok 2 Dwelling R - 3 ok 898 UNLIMTTED AREA OK TOTAL FOR FLOOR 18381 42993 0 . 43 ok 1 Day Care E ok 5827 45267 0 . 13 ok 1 Parking Garage S - 2 ok 12554 81168 0 . 15 ok TOTAL FOR FLOOR 18381 64860 Oe28 ok BUILDING TOTAL � 1059 273525 0 . 26 ok - - Sec . 503 , 504 , 506 and Table 503 Allowable area and height calculations are based on different uses being separated by fire barriers . - - Sec . 302 . 3 . 2 '�' he actual height of this building is 45 . 0 feet . The maximum height of this building is 75 . 0 feet . - - Table 503 and Sec . 504 . 2 PROPERTY DESCRIPTION : North Side has a public way , - Distance to public way = 1 , 5 , width = 30s0 Exterior wall rating based on distance to center line of public wayo - Sec . 702 . 1 FIRE SEPARATION DISTANCE East Side has a property line . - Distance to property line = 3700 South Side has a public way . - Distance to public way = 8 . 5 , width = 50 . 0 Exterior wall rating based on distance to center line of public waye - Sec , 702 . 1 FIRE SEPARATION DISTANCE West Side has a property line . - Distance to � roperty line = l00 Page u 3 Code review for : Project Id . : Lionshead Centre �ddress : EXTERIOR WALL FIRE RATINGS AND OPEIQING PROTECTION Sec . 602 , Tables 601 and 602 , and Sec . 704 NORTH EAST SOJTH WEST OCC BRG NON OPNGo BRG NON OPNG % BRG NON OFNGo BRG NON OPNGo WALL BRG UP / PR WALL BRG UPiPR WALL BRG UP / PR WALL BRG UP / PR R - 3 0 - hr 0 ° hr NL / NL 0 - hr 0 - hr NL / NL 0 - hr 0 - hr NL / NL 1 - hr * 1 - hr * NP / NP S - 2 0 - hr 0 - hr NL / NL 0 - hr 0 - hr NL / NL G - hr 0 - hr NL / NL 1 - hr * 1 - hr * NP / NP N 0 - hr 0 - hr NL / NL 0 - hr 0 - hr NL / NL 0 - hr 0 - hr NL / NL 1 - hr * 1 - hr * NP / NP E 0 - hr 0 - hr NL / NL 0 - hr 0 - hr NL / NL 0 - hr 0 - hr A - 2 0 - hr 0 ° hr NL / NL 0 - hr 0 - hr NL / NL 0 - hr 0 - hr NL / NL 1 - hr * 1 - hr * NP / NP R - 2 0 - hr 0 _hr NL / NL 0 - hr 0 - hr NL / NL 0 - hr 0 - hr NL / NL 1 - hr * 1 - hr * NP / NP g 0 - hr 0 hr / The exterior walls are required to be of NONCOMBUSTIBLE material . - Sec . 602 . 2 Projections from exterior walls shall be of noncombustible material . - Sec . 704 . 2 . 1 Exterior walls are required to be fire - rated for exposure to fire : 1 . From Both sides when fire separation is 5 feet or less . 2 . On the interior side only when separation is greater than 5 feet . - - Seco 704 . 5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system . - - Sec . 704 . 8 . 1 up / pr = Maximum percent of openings in the exterior wallo - - Table � 04 . 8 up - The maximum percent if all openings are unprotected . pr - The maximum percent if all openings are protected , If some are protected and some are not , then use formula in Sec . � 04 . 8 rotected with Openings in 1hr walls are required to be p 3 / 4 hour assemblies . - - � ec . 704 . 12 and Seco � 15 . 4 Openings in walls required to be greater than 1hr are required protected with 1 1 / 2 hour assemblies . - Sec . 715e4 NL = No fire protection requirements for openings . NP = Openings are not permitted in this wall . Page # 4 Code review for : Project Id . : Lionshead Centre Address : Note : Unlimited unprotected openings are allowed in walls not required to fire - resistant . - - Tabie � 04 . 8 , Note : g . * = These wa11s may be required � o have a parapet wall 3U inches above the roofinga The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches . - - Sec . � 04 . 11 Exception l : A parapet wall is not required when the wall is not required to be yire - resistive . Exception 3 : If roof construction is 2 - hour fire - resistive and of noncombustible construction , a parapet wall is not required . Exception 4 : A parapet wall is not required on 1 - hour fire - resistive exterior walls provided : 4 , 1 Where roof / ceiling framing are parallel to the wall , framing and support shall be not less than 1 - hour fire - resistive for a minimum width of 4 feet from the inside of the eaterior wall . 4 . 2 Where rocf / ceiling framing are not parallel to the wall , the entire span of framing and support shall be not less thar 1 - hour fire - resistive . 403 Openings in the roof shall not be located within 5 feet of the exterior wall . 4 . 4 The entire building shall be provided with not less than a Cl. ass B roof covering . FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS - - Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Noncombustible 0 hour Interior Bearing wall Noncombustible 0 hour Interior nonbrg wall Noncombustible 0 hour Note 1 Shaft Enclosure Noncombustible 2 hour Assembl Noncombustible 0 hour Note 9 Floor / Ceiling Y 13 Roof / Ceiling Assembly Noncombustible 0 hour � Stairs Noncombustible None NOTES : 1 . Fire resistance rating for shafts based on Section 70 � . 4 NOTE : See Section 707 . 2 for shaft enclosure exceptions . 9 . Parking surfaces shall be of concrete or similar noncombustible and nonabsorbent materials . Asphalt parking surfaces are permitted at ground level . - - Sec . 406 . 2 . 6 13 . When the vertical distance from the upper floor to the roof is 20 feet or more , fire - retardant - treated wood shall be allowed in buildings including girders and trusses as part of the roof construction . - - Table 601 , c . 3 . _ : g � � 5 Code review for : Project Id . : Lionshead Centre Address : SHAFT REQUIREMENTS : Openings other than those necessary for the pu = � ose of the shaft shall not be permitted . - - Sec . � 0 � . 7 . 1 Penetrations other than those necessary for th ° pur � ose of the shaft shall not be permitted . - - Sec . � 07 . 8 , 1 Shafts that do not extend to the bottom of the building shallo 1 . Be enclosed at the lowest level with the sam�. fire - resistance rating as the lowest floor but not less � han the rating of the shaft enclosure ; or 2 . Terminate in a room having a use related to the purpose of the shafto The room and openings shall have a fire - resistance rating at least equal t. o the shaft enclosure � or 3 . Be protected by approved fire dampers ir_ stalled at the lowest floor level within the shaft enclosure . - - Sec . 70 � . 11 REFUSE AND LAUNDRY CHUTES Openings into chutes shall not be located in exit access corridors . - Sec . � 07 . 13 . 1 Access openings shall be located in rooms or �. ompartments completely enclosed by construction that has a fire - resistance rating of not less than 1 hour and openings ir. to access roo� s shall be protected by openings having a fire protection rating of r� ot less than 3 / 4 hour . - Sece 707 . 13 . 3 Chutes shall discharge into a enclosed room c �mpletely separated from the remainder of the building by constructior. that has a fire - resistance rating of not less than 1 hour and openings into access rooms shall be protected by openings having a fire protection rating of not less than 3 / 4 hour . - - Sec . 707 . 13 . 4 A fire sprinkler system shall be installede - - Sec . 707 . 13 . 6 System shall be installed at the top and in � ne terminal room . Chutes extending through three or more floors shall also have heads at alternate floors . - - Sec . 903e2 . 10 . 2 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES - - Sec . 712 ? age # 6 Code review for ; Project Id . : Lionshead Centr � Address : WALLS ASSEMBLIES - - Sec . 712 . 3 Through penetrations of wali. s : 1 . Penetrations shall be installed as test � c in the fire resistance rated assembly > - - Sec . 712 . 3 . 1 . 1 2 . Penetrations shall be protected by an a��proved penetration firestop s stem with a minimum positive pressure differential of 0 . 01 inch y of not less than the required of water and shall have an F rating rating of the wall penetrated . - - Sec . � i2 . 3 . 1 . 2 Exception : Where penetrating items are � teel , ferrous or copper pipes or steel conduits , the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows : 10 In concrete or masonry walls where � h � penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches , concrete , grout or mortar shall be permitted . 2 . The material used to fill the annuiar space shall prevent the passage of flame and hot gasses suf � icient to ignite cottono Membrane penetrations of walls : The requirements are the same as for thrcugn penetrations . - - Sec . 712 . 3 . 2 Exceptions : 1 . Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of sucr. openings does not exceed 100 square inches for any 100 square feet of wall area . Boxes on opposite sides of the assembly shali be separated by a horizontal distance of not less than 24 inches . 2 . Sprinklers with metal escutcheon plates . P � ge # � Code review foro Project Id . : Lionshead Centre Address : FLOOR / CEILING AND ROOF / CEILING ASSEMBLIES - - Sec . � 12 . 4 Through penetrations of fire - resistive horizan � ai assemblieso 1 . Through penetrations shall be installed as � ested in an approved fire resistance rated assembly . - - Sec . 712 . 4 . 1 . 1 2 . Penetrations shall be protected by an app � o �jed penetration firestop system with a minimum positive pressure d � fferential of 0 . 01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rat _ ng of the floor penetrated . - - Sec . � 12 , 4 . 1 . 2 Exceptions : l . When penetrating items are steel , ferr � us or copper conduits , pipes , tubes ar.d vents � hrough a single concrete floor , the annular space shall be permitted to be g � out or mortar . The minimum thickness is the thickness requ � red to maintain the fire rating . The maximum size of the penetratyng items is equivalent to a 6 - inch diameter and the opening is � maximum of 144 square inches . 2 . Electrical outlet boxes that have been � ested for use in fire - assemblies . Membrane penetrations of fire - resistive horizontal assemblies : The requirements are the same as for through penetrations . - - Sece 712 . 4 . 2 Exceptions : 1 . When penetrating items are steel , ferrous or copper conduits , electrical outlet boxes , pipes , tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion . Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square � eet of ceiling area in assemblies without penetrations > 2 . Electrical outlet boxes that have been tested for use in fire - assemblieso 3 . Sprinklers with metal escutcheon platese DUCTS AND AIR TRANSFER OPENINGS - - Sec . 716 Dampers shall be accessible for inspection and servicing . 716 . 4 Where requiredo - - Sec . 716 . 5 1 . Fire walls . - - Sec . 716 . 5 . 1 2 . Fire barriers - - Sec . '716 . 5 . 2 See exceptions 3 . Shaft enclosures - - Sec . 716 . 5 . 3 See exceptions 4 . E' ire partitions - - Sec . 715 . 5 . 4 See exceptions 5 . Smoke barriers - - Sec . 715 . 5 . 5 ( smoke damper ) See exceptions Page # 8 Code review foro P _roject Id . : Lionshead Centre �ddresso OCCUPANCY SEPARATIONS - - Sec . 302 . 3 . 2 and Table 302 . 3 . 2 R - 3 to S - 2 = 1 - hour fire barrier_ Openings in this fire barrier are required � o be protected with 3 / 4 hour fire assemblieso - - Table 715 . 3 NOTE : Areas used only for private or pleasure vehicles may be reduced by 1 hour . - - Table 302 . 3 . 2 , c . R - 3 to M = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table 715 . 3 R - 3 to E = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table � 15 . 3 �r,. :,,�-, � .x-, . R - 3 to A- 2 = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table � 15 . 3 Note : Accessory assembly areas are not considered separate occupancies if the floor area is � 50 sq . ft . or less . - - Table 302 . 2 . 1 R - 3 to R- 2 = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table 715 . 3 R - 3 to B = 1 - hour fire barrier rotected with 3 / 4 hour Openings in this fire barrier are required to be p fire assembliesa - - Table 715 . 3 S _ 2 to M = 1 - hour fire barrier rotected with 3 / 4 hour Openings in this fire barrier are required to be p fire assemblies . - - Table 715 . 3 Note : Storage areas less than 3000 square feet need not be separated . - - Table 302 . 3 . 2 , b . 2 . ( See noteleasureavehicles mayabebreduced NOTE : Areas used only for private or p by 1 houro - - Table 302 . 3 . 2 , c . S - 2 to E = 1 - hour fire barrier rotected with 3 / 4 hour Openings in this fire barrier are required to be p fire assemblies . - - Table '715 . 3 NOTE : Areas used only for private or pleasure vehicles may be reduced by 1 hour . - - Table 302 . 3 . 2 , c . Page � 9 Code review for : project Id . : Lionshead Centre Address : S - 2 to A- 2 = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table � 15 . 3 Note : Accessory assembly areas are not considered separate occupancies if the floor area is � 50 sq . ft . leasare vehiclesemay2be reduced NOTE : Areas used only for priva � e or p by 1 hour . - - Table 302 . 3 . � , c . S - 2 to R- 2 = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblieso - - Table � rivate or p NOTE : Areas used only for p leasure vehicles may be reduced by 1 houra - - Table 302 . 3 . � , c . S - 2 to B = 1 - hour fire barrier rotected with 3 / 4 hour Openings in this fire barrier are required to be p fire assemblies . - - Table � 15 . 3 Note : Storage areas less than 3000 square feet need notabeasebelow ) d . - Table 302 . 3 . 2 , b . 2 . ( See note about accessory NOTE : Areas used only for private or pleasure vehicles may be reduced by 1 hour . - - Table 302 . 3 . 2 , c . N to E = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table 715 . 3 M to A- 2 = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblieso - - Table � 15 . 3 Note : Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq . ft . or less . - Table 302 . 2 , 1 M to R- 2 = 1 - hour fire barrier rotected with 3 / 4 hour Openings in �his fire barrier are required to be p fire assemblies . - - Table 715 . 3 M to B = 1 - hour fire barrier rotected with 3 / 4 hour Openings in this fire barrier are required to be p fire assemblies . - - Table 715 . 3 ? age # 10 Code review foro project Id . : Lionshead Centre Addresso E to A- 2 = 1 - hour fire barrie -r Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table � 15 . 3 Note : Assembly used accessory to Group E are not considered separate occupancies . - - Table 302 . 2 . 1 Note : Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq . ft . or less . - - Table 302 . 2 . 1 F to R - 2 = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies , - - Table � 15e3 E to B = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table 715 . 3 A - 2 to R - 2 = 1 - hour fire barr � er Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table 715 . 3 Note : Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq . ft . or less . - - Table 302e2 . 1 A - 2 to B = 1 - hour fire barrier Openings in this fire barrier are required to be protected with 3 / 4 hour fire assemblies . - - Table � 1h . 3 Note : Accessory assembly areas are not considered separate occupancies if the floor area is 750 sq . ft . or less . - - Table 302 . 2 . 1 R - 2 to B = 1 - hour fire barrier rotected with 3 / 4 hour Openings in this fire barrier are required to be p fire assemblies . - - Table 715 . 3 Except when required by Table 302 . 1 . 1 , accessory areas occupyinq 100 or less of the area of any floor and not more than the area or height listed in Table 503 are not required to be separated . - - Sec . 30202 = age # 11 �• oda review for : a = oject Ide : Lionshead Centre Addruss : S � pARATION OF INCIDENTAL iece � ofAequipmebteisOover1400 , 000 BTU �urnace rooms where any p per hour input - - Smoke barriersi andc103horsepower Rooms with any boiler over 15 p - Smoke barrier - - Sec . 302 . 1 . 1 . 1 Refrigerant machinery rooms - - Smoke barrier - - Sec . 302 . 1 . 1 . 1 Parking garages - - 1 hour and an automatic sprinkler system Incinerator rooms - - 2 hours and an automatic sprinkler system Storage rooms over 100 square feet - - Smoke barrier - Sec . 302 . 1 . 1 . 1 Note : This list covers only � he most commor, use. s . See Table 302 . 1 , 1 for a complete list . EXIi REQUIREMENTS : FL NAME NLMB �4IN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WTDTH HDWR RATING SWING - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N / A N � R - - - 10 1 1 . 5 No N / R 4 . 5 Dwelling No N / A TOTAL FOR FLOOR 10 1 2 . 0 52 1 7 . 8 No None Out 4 Dwelling None Out 4 TOTAL FOR FLOOR 52 1 10 . 9 No 52 1 7 . 8 No None Out 3 Dwelling None Out 4 TOTAL FOR FLOOR 52 i 10 . 4 No 2 Sales Room 1g2 2 2 � . 3 No N / A Out 1 2 Dining Room 70 2 10 . 5 No N / A Out 1 2 Sales Room 15 1 2 . 3 No N / A N / R 2 Office AC6 1 0 . 9 No N / A N / R g 1 1 . 2 No None N / R 2 Dwelling 2 Sales Room 91 2 13 , 7 No N / A Out 1 2 Dining Room 31 � 2 47 . 6 Yes N / A Out 1 1 2 Dwelling 3 1 0 . 5 No N / A N / R TOTAL FOR FLOOR 686 3 13 � . 2 Yes N / A Out 4 3 1 Day Care 291 2 43 . 7 Yes N / A Out 1 2 12 Gara e 63 2 9 . 5 No N / A Out 1 1 Parking g 6B6 1 102 . 9 Yes N / A Out 4 14 TOTAL FOR FLOOR Page # 12 � ode review for : aroject Id . o Lionshead Centre Address : NOTE : Areas with ' AC ' before tne number of occupants is being treated an accessory use area . Tr� is area is only used persons who occupy the main areas of the building . The occupant load of this area is not included in the to � ai occupant load for suites , floors , or the building < FOOTNOTES : l . Two exits are required from this area since the occupant load exceeds allowable in Table 1014 . 1 2 . Two exits are required from this area since the common path of egress limits in Section 1013e3 3 . Number of exits in this area is based on Table 1018a1 4 . One exit is permitted in R - 3 occupancies . - - Sec . 1018e2 , # 2 9 . When each room used for instruction have at least one door directly to the exterior and rooms used for assembly have at least one - half of the required doors to the exterior at ground level , corridors are not required to be fire rated . - - Sec . 1016 . 1 , Exception 1 12 . Panic hardware is required wnen the occupant load is 100 or more . - Sec . 1008 . 1 . 9 14 . Occupant load and exit width have been adjusted to maintain the required capacity from iloor above . - - Sec . 1005 . 1 NOTES FOR EXTT TABLE Door swing is based on Section 1008 . 1 . 2 Occupant load is based on Section 1004 and Table 1004 . 1 . 2 Exit width is in inches and based on Section 1005 . 1 & Table 1005 . 1 Width shown for all areas is based on other eqress componentse Width shown for lst floor is based on other egress componentso Width shown for other � loors & basements is based on stairways . For the minimum width of doors , see Section 1008 . 1 . 1 . For the minimum width of corridors , see Section 1016 . 2 . For the minimum width of stairways , see Section 1009 . 1 . Exits shall be continuous from the point of entry into the exit to the exit discharge . - - Sec . 1003 . 6 If ' CORRIDOR RATING ' = N / A There is no corridor in this area . If ' CORRIDOR RATING ' = None Walls and ceilings of corridors are not required to be fire - resistive unless they are required to be fire - resistive based construction type . - Table 1016 . 1 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision . Page # 13 Code review for : Project Id . a Lionshead Centre Address : If ' CORRIDOR RATING = 1 hour or _ / 2 hr Walls shall be fire - resistive - - Table 1016 . 1 Walls shall extend to the underside of the floor / roof slab or deck or to the f �� re - resistance rated floor / ceiling or roof / c � i � ing assembiy abovea - - Sec . 70804 Exception 2 ; Where the room - side membrane is carried through to the underside of a fire resistance rated flaor or roof , the ceiling of the corridor shall be permitted to be protected by the use of ceiling materials as requ � red for a 1 - hour rated system or the ceiling shall be constructed as required for the corridor walls . Door openings are required to be protected with 20 minute ( 1 / 3 hour ) fire assemblies . - - Sec . 715 . 3 . 3 & Tab1e 715 . 3 Doors shall be self - closing or automatic - closing . - - Sec . 715 . 3 . 7 Doors shall have an active latcn bolt that will secu � e the door when closed . - - Sec , 715 . 3 . 7 . 1 Window openings are required to be protected with la�� eled 45 minute ( 3 / 4 - fire - hour ) fire - assemblies . - - Sec . 715 . 4 & Table 715 . 4 Exception : Glazing in 0 . 5 - hour walls is permitted to have an 0 . 33 - hour rating . The total area of windows shall not exceed 25 percent of the area of a common wall with any room . - - Sec . 715 . 4 . 7 . 2 Corridors shall not serve as suppiy , return , exhaust , relief or ventilation air ducts or pler. ums . - - Sec . 1016 . 4 See Exceptions Fire resistant corridors shall not be interrupted by intervening rooms . - - Sec . 1016 . 5 Exception : Foyers , lobbies or reception rooms constr � cted as required for corridors . When more than one exit is required , exit access shall be arranged such that there are no dead ends in corridors more than 2. 0 feet , - - Sec , 101603 EXIT SEPARATION In areas where 2 exits are required , the nlinimum sep,� ration is 1 / 3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways . - - Sec . 1014 . � . 1 , Exception 2 Note : Tn areas with more than 2 exits , at least 2 exzts must be 1 / 3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways . Additional do � rways shall be arranged so that if one becomes blocked , the others � ill be available . - - Seco 1014 . 2 . 2 Multiple means of egress shall be sized such that th � loss of any one ' means of egress shall not reduce the available capac � ty by more than 50 percent , - - Sec . 1005 . 1 Page # 14 Code review for : Project Id . : Lionshead Centre Address : EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign . Signs shall be placed where the exit or the path of egress travel is not immediately visible . No point to be more than 100 feet from an exit sign . - - Sec . 1011e1 Exception 1 : Exit signs are not required in rooms or areas which require only one exit . Exception 2 : Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved . Exit signs shall be internally or externally illuminated . - - Seco 1011 . 2 Exit sign shall be illuminated at all times including during loss of primary powera - - Sec . 1011 . 4 & Sec . 1011 . 5 . 3 LOCKS AND LATCHES : Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort . - - Sec . 1008 . 1 . 8 Locks and latches shall be permitted to prevent operation where any of the following exists : Exception 3 : Where egress doors are used in pairs , automatic flush bolts shall be permitted to be used , provided the door leaf having the automatic tlush bolts has no doorknob or surface -mounted hardware . Page # 15 Code review for : Project Td . : Lionshead Centre Pddress : Exception 4 : Doors from individual dwelling or sleeping units of Group R occupancies having an occupant load of 10 or less are permitted to be equipped with a night latch , dead bolt or security chain , provided such devices are openable from the inside witnout the use of a key or tool . EMERGENCY ESCAPE AND RESCUE : Sleeping rooms below the fourth story , including those within basements , shall have at least one exterior emergency escape and rescue opening . Such openings shail open directly into a public street , public alley , yard or court . - - Sec . 1025 . 1 Emergency escape and rescue openings shall have a minimum net clear opening of 5 . 7 square feet . - - Sec . 1025 . 2 Exceptiona The minimum clear opening on the ground level is 5 . 0 square feet . The minimum net clear opening height shall be 24 inches . The minimum net clear opening width shall be 20 inches . - - Sec . 1025 . 2 . 1 Openings shall have the bottom of the clear opening not greater than 44 inches measured from the floor . - - Sec . 1025 . 3 Emergency escape and rescue window openings shall be operational from the inside without the use of keys or tools . Bars , grills , grates must not reduce the required clear area and be openable without the use of a key , tool or force greater than normal operation . - - Sec . 1025 . 4 Page # 16 Code review for : Project Id . : Lionshead Cen � re Address : STAIR REQUIREMENTS : Dwelling stairs : 1 . A stairway must be at least 36 inches wide . - - Sec . 1009 . 1 , Exception 1 2 . The maximum rise of a step is 7 3 / 4 inches and the minimum run is 10 inches . A nosing not less than 3 / 4 inches but not more than 1 1 / 4 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches . - - Sec . 1009 . 3 , Exception 5 3 . Provide a handrail on at least one side of stairwaya - - Sece 1009 . 11 , Exception 2 Handrail height , measured above stair tread nosing , shall be not less than 34 inches and not more tnan 38 inches . - - Sec . 1009 . 1101 Stairwayso l . The riser heights shall not be less than 4 inches or greater than 7 inches . The minimum tread depth is 11 inches . - - Sec . 1009 . 3 The maximum variation is 3 / 8 inch between the largest and the smallest in a stairway flight . - - Sec . 1009 . 3 2 . The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater tnan 50 . - - Sec . 1009 . 1 Also , check exit table above to see if mir. �mum width is greater than 44 inches . 3 . Provide a handrail on each side of stairways . - - Sec . 1009 . 11 Handrail height , measured above stair tread nosing , shall be not less than 34 inches and not more than 38 ir. ches . - - Sec . 1009 . 11 . 1 Handrails with a circular cross section shall have an outside diameter of at least 1 1 / 4 inches and not greater than 2 inches or shall provide equivalent graspability . - - Sec . 1009 . 11 . 3 Handrail - gripping surfaces shall be continuous without interruption by newel post or other obstructions . - - Sec . 1009 . 11 . 4 Handrails shall return to a wall , guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight . Where handrails are not continuous between flights , the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser . - - Sec . 1009 . 11 . 5 4 , Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard . - - Sec . 1012 . 1 5 . The minimum height is 42 inches . - - Sec . 1012 . 2 Exception : Guards whose top rail also serves as a handrail shall have a height not less than 34 inches and not more than 38 inches measured vertically from the leading edge of the stair tread nosing . 6 . Open guards shall have balusters or ornamental pattern such that a 4 - inches diameter sphere cannot pass through any opening up to a height of 34 inches . From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface , a sphere 8 inches in diameter shall not pass . - - Sec . 1012 . 3 Exception 1 . The triangular opening formed at the riser , tread and guardrail may be 6 inches . Exception 3 . Areas which are not open to the public within I - 3 , F , H , or S occupancies , balusters , horizontal intermediate Page # 17 Code review for : Project Id . : Lionshead Centre Address : rails , or other constructicn snall not permit a sphere with a diameter of 21 inc 'r� es to pass through . 7 . The minimum headroom clearance is 80 incnes ( 6 ft . - 8 incheso ) measured vertically from a line connect �� ng the edge of the nosingo Headroom shall be continuous to the poir� t where the line intersects the landing below . The minimum clearance shall be maintained the fu11 width of the stairway and landing . - - Sec . 1009 . 2 8 . Enclosed usable space under the stairs is required to be protected by 1 - hour fire - resistive construction or the fire - resistance rating of the stairway enclosure , whichever is greater . - - Sec . 10190105 9e A flight of stairs shall not have a ver � ical rise greater than 12 feet between floor levels or land ? ngs . - - Sec . 1009 . 6 2 . The openings into the exit enclosure are required to be 1 1 / 2 hour fire assemblies . - - Table 715 . 3 Openings into enclosure are limited to � :� ose necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure . - - Sec . 1019 . 1 . 1 Doors shall be self - closing or automatic closing . - - Sec . 715 . 3 . 7 3 . Exit enclosure must discharge directly to the exterior of the building . - - Sec . 1023 . 1 Exception 1 : 50 percent of the number ar. d capacity may exit through areas on the level of discharge provided all of the following are met : 1 . 1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure . Exception 20 50 percent of the number and capacity may exit through a vestibule provided all of the following are meto 2 . 2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet , 2 . 3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames . 2 . 4 The vestibule is used only for means of egress and exits directly to the outside . 4 . The walls and soffits within enclosed usable spaces under stairways shall be protected by 2 hour fire resistant construction . Access to the enclosed usable space shall not be directly from within the stair enclosure . - - Sec . 1019 . 1 . 5 Page # 18 Code review for : Project Id . e Lionshead Centre Address : 5 . A sign shall be provided at each floor � anding designating the floor level , the terminus of the top and bottom of the stair enclosure , and the identification of the stair . - - Se � e 1019 . 1 . 7 STAIRWAY TO THE ROOF : One stairway shall extend to the roof surface unless the roof has a slope steeper than 4 units vertical in 12 units horizontal , In buildings without an occupied roof , access to the roof from �he top story shall be permitted to be by an alternating tread device . - - Sec . 1009 . 12 Access to roof shall be provided through a penthouse complying with Section 1509 . 2 Exception : Access to an unoccupied roof may be a roof hatch or trap door not less than 16 square feet in area and having a minimum dimension of 2 feet . ELEVATOR REQUIREMENTS : 1 . An approved pictorial sign of a standardized design shall be posted adjacent to each elevator call station on all floors instructing occupants to use the exit stairways and not to use the elevators in case of fire . - - Sec . 3002 . 3 2 . In a11 structures four or more stories in height , at least one elevator shall be provided that can accommodate an ambulance - type stretcher 76 inches by 24 inches in the horizonta ' position . - - Sec . 3002 . 4 3 . Hoistways of elevatars penetrating more than three stories shall be provided with a means for venting smoke and hot gases to the outer air in case of fire . - - Sec . 3004 . 1 EXIT ACCESS TRAVEL DISTANCE : The maximum travel distance in Group R is 250 feet . - - Table 1015e1 The maximum travel distance in Group S2 is 400 feet . - - Tab1e 1015 . 1 The maximum travel distance in Group M is 250 feet . - - Table 1015a1 The maximum travel distance in Group E is 250 feet . - - Table 101501 The maximum travel distance in Group A is 250 feet . - - Table 1015e1 The maximum travel distance in Group R is 250 feet . - - Table 101501 The maximum travel distance in Group B is 300 feet . - - Table 1015 , 1 Page # 19 Code review for : Project Id . : Lionshead Centre Address : BUILDING ACCESSIBILITY l . In addition to accessible entrances required by Sections 1105 . 1 . 1 through 1105 . 1 . 6 , at least 50 percent of all public entrances shall be accessible . - - Sec . 1105 . 1 2 . At least one accessible entrance shall be provided to each tenant , dwelling unit and sleeping unit in a facility . - - Seco 1105 . 1 , 6 3 . Where parking is provided , accessible parking spaces hall be provided in compliance with Table 1106 . 1 - - Sec . 1106 . 1 4 . At least one accessible route shall connect each accessible levelo - - Sec . 1104 . 4 See exceptions . 5 . Accessible routes shall coincide with or be located in the same area as a general circulation path . Where the circulation path is interior , the accessible route sha11 also be interior . - - Seca 1104e5 6 . On floors where drinking fountains are provided , at least 50 percent , but not less than one fountain shall be accessible . - - Sec . 1109 . 5 ROOFING REQUIREMENTS : l . The roofing on this building is required � o be Class C . - - Table 1505 . 1 A standpipe system is not required . Page # 20 Code review for : Project Ide : Lionshead Centre Address : SMOKE ALARMS l . Provide a smoke alarm in each room used for sleeping and on wall or ceiling outside outside of bed rooms . - - Sec . 907 . 2010 . 1 . 2 2o Provide a smoke detector on all stories . - - Sec . 907 . 2 . 1001 . 2 3 . If there is a basement , provide a smoka detector in the basemente - - Seco 907 , 2 . 10 . 1 . 2 Smoke detectors shall receive their primary power from the building wiring and shall be equipped with a battery backup . - - Seca 907 . 2e10 . 2 Where more than one smoke alarm is requir � d , smoke alarms shall be interconnected in such a manner that the activation of one alarm wi11 activate all of the alarms . - - Sec . 907 . 2 � 10 . 3 LIGHT AND VENTILATION 1 . Every space intended for human occupancy shall be provided with natural light . The minimum net glazed area shall not be less than 80 of the f .loor area . - - Sec . 1205 . 1 and 1205 . 2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less thar. one tenth of the floor area or 25 square feet , whichever is greater . - - Sec . 1205 . 2 . 1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor . - - Sec . 1205 . 3 2 . Natural ventilation of an occupied space shall be through windows , doors , louvers or other openings to the outdoors . - - Sec . 1203 . 4 The minimum openable area to the outdoors shall be 4 percent of the floor area . - - Sec . 1203 . 4 . 1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 80 of the floor area of the interior room but no less than 25 square feet . - - Sec . 1202 . 3 . 1 . 1 When openings are below grade , clear space measured perpendicular to the opening shall be one and one half times the depth of the openinge - - Sec . 1203 . 4 . 1 . 2 3a Rooms containing bathtubs , showers , spas and similar bathing fixtures shall be mechanically ventilatedo - - Sec . 1203 . 4e2 . 1 CEILING HEIGHTS : Occupiable spaces , habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches . Bathrooms , toilet rooms , kitchens , storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet . - - Sec . 1208 . 2 Page # 21 Code review for : Project Ide : Lionshead Centre Address : WALL AND CEILING FINISH : 1 . Wall and ceiling finish materials are required to comply with Sec . 803 . 5 and Table 803 . 5 . 2 . Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803 . 6e1 . 1 or 803 . 6 . 1 . 2 . - - Sec . 803 . 6e1 3 . Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers . - - Sec . 803a6 . 2 4 . Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materialse - - Sec . 803e7 5 . Toilet room floors shall have a smooth , hard nonabsorbent surface that extends upward onto the walls at least 6 inches . - - Sec . 1210 , 1 6 . Walls within 2 feet of urinals and water closets shall have a smooth , hard nonabsorbent surface , to a height of 4 feet above the floor . - - Sec , 1210 . 2 INSULATION NOTES : 1 . Insulating materials shall have a flame - spread rating of no more than 25 and a smoke developed index of not more than 450 . - - Sec . 719e2 ( concealed installation ) and Sec . 719 . 3 ( exposed installation ) Foam plastic insulations are required to be protected . - - Sec . 2603 ADDITIONAL REQUIREMENTS : For R- 3 occupancy For S - 2 occupancy For M occupancy For E occupancy For A- 2 occupancy For R- 2 occupancy For B occupancy Floor - 1st Occupancy - Parking Garage Vehicle barriers not less than 2 feet high are required where the difference in elevation is greater than 1 foote - - Sec . 406 . 2 . 4 Vehicle barrier systems shall be designed to resist a single load 6 , 000 pounds applied horizontal . - - Sec . 1607 . 7 . 3 Note : Garages accommodating trucks and buses shall be designed for that use . Page # 22 Code review for : Prnject Id . o Lionshead Centre Address , Floor - 2nd Occupancy - Dining Room The capacity of this area is required to be posted at 70 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign . - - Sec . 1004 . 3 Floor - 2nd Occupancy - Dining Room lo The main exit sha11 be of sufficient width to accommodate not less than one half of the occupant load , but shall not be less than the total required width of all means of egress leading to the exit . - - Sec . 1024 . 2 2 . Additional exits shall provide an egress capacity for at least one half of the total occupant load . - - Sec . 102403 The capacity of this area is required to be posted at 317 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign . - - Sec . 1004 . 3 Page # 23 Code review for : Project Id . : Lionshead Centre Address : PEDESTRIAN WALKWAY : - - Sec . 3104 1 . The pedestrian walkway shall be of noncombustible construction . - - Sec . 3104 . 3 Exception : Combustible construction is permitted when buildings are combustible construction . 2 . Walkway shall be separated from the interior of buildings by fire barrier walls with a fire - resistive rating of not less than 2 hours . - - Sec . 3104e5 Exceptions : 1 . The distance between buildings is greater than 10 feet and the walkway and both buildings have an automatic sprinkler system per NFPA 13 . See � xception for glass requirements . 2 . The distance between buildings is greater than 10 feet and the sidewalls of the walkway is at least 500 open . 3 . Walkway is not required to be separated when buildings are on the same lot are treated as one building per Section 50301 . 3 . 3 . The unobstructed width of pedestrian walkways sha11 not be less than 36 inches . The total width shall not exceed 30 feet . - - Sec . 3104 . 8 4 . The length of exit access travel shall not exceed 200 feet . - - Sec . 3104 . 9 Exceptions : l . If walkway has an automatic sprinkler system , length shall not exceed 250 feet . 2a If both sides are at least 50 percent open , length shall not exceed 300 feet . 3 . If walkway has an automatic sprinkler system and both sides are open 50 percent or more , length shall not exceed 400 feet . 5 . Smoke and heat venting shall be provided for enclosed walkways . - - Sec . 3104 . 11 SWIMMING POOL ENCLOSURES - - Sec . 3109 Enclosure required when water is over 24 inches deep . - - Sec . 310902 Public Swimming pools shall be completely enclosed by a fence at least 4 feet in height or a screen enclosure . Openings in the fence shall not permit the passage of a 4 - inch diameter sphere . The enclosure shall be equipped with self - closing and self - latching gates . - - Seco 3109 . 3 . . . . � . . � . . � � ', �I : �i'. 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LE&H F'ETERSC�N, MG7NTACE PRUPERTIES �e 2 . VERIFY ALL DIMENSI (?N9, GONDITIONS AND UTILITY LOGATIONS ON TFfE JOB SITE �ROPE�TY t�I,�N��E� _ PRIC�R TO BEGINNINC ,4NY WORK �R ORL�ERINC ANY MATERIALS. NOTIFY LI �NSHEAD ��NTR� ��N�DMINIUM A550GIATION ARGHITEGT OF ANY GONFLIGTS OR DIaGREPANGl �S IN THE DOGUMENTS 52� WEST LI �N5HE,4� GENTRE � V,� IL, GOL��A�b � IF�57 �` ' IMMEDIATELY. � , 3. AREAS OF GON�LIGTS G�R QIaGREPANGIES MUST �� FULLY RESt�LVEP WITH q10-331 -q��3 a WRITTEN APPRU�lAL PROM THE ,4RGHITE�T �EFC�RE GONSTRUGTION GONTINUES IN THOSE AREAS. � � ( T E Z V 1 4 . IN THE EVENT TH,4T ,4DDITIONAL DE'f,�ILS UR GUIDANGE 15 NE�DED BY THE ' GENERAL GONTRAGTOR FOR GONSTRUGTION OF ANY ASPE�TS O� TH15 PROJEGT, �. HE/5HE SHALL IMMEC� IATELY NOTIPY THE A�GHITEGT. FAILUI�E TO GIVE ,4MPLE � � � � 3 Q � NOTIGE SHALL RELIEVE THE ARGHITEGT OF RESPONSIBILITY FQR DELAYS TO THE � � � � r � � , � PR�JEGT. A U � N V L LJ � � � � ; S , THE GENERAL GONTR.ftGTOR SHALL BE R�SPc?NSI �LE POR SATI �FYIN� ALL VIGTO� MARK ��Pl�L1�5t�N ARGHITEGTS � APPLIGABLE GODE�i AND OBTAINING ALL PERMITS A1dD REQUIRED APPROVALS. 1�fA�� L�DNA�LR�c�N; �RINGIP�L GODE G�MPLIANGE 15 MANPATORY. THE GQNSTRUGTION DOGUMENTS SHALL NQT Qp4� EA�ST �E�+\/ER �REEK �LVD, SUIT� 207 PERMIT 1^1�RK THAT DOES NOT G�NFORM TO RELEVANT GODE5 GOV�RNING TH15 F'.� , �G�X 53��, A�1�N, G�L���DO $ 1620 ' ' PRD.IEGT. PHONE : 9`1O .94q .520O d F,hX; 9�0 .94q .5205 6 . THE 6Et�E�A� GONT GTO� ,4ND SUBGONT GTC7R� SHALL FIELD GQORDINATE ��i�iA�IL : markd�vmda .com , ; AND OBTaIN APPR�YAL FROM THE ARGHITEGTI ENGINEER BE�ORE ANY GUTTING, � ; NOTGHING OR DRILLING OF ANY GAST- IPI�i�L�GE GOKGRETE, STEEL FRAMING, OR F A X J � J � � � V � r ANY OTHER STRUGTUR,4L ELEMENTS W�IIGH MA�Y AFFEGT THE 5TRUGTURAL INT�GRIT1` OF THE BUILDING. s �. SUBSTITUTIONS OF "�QUAL " OR "EQUIVALENT" PRC?DUGTS WILL BE AGGEPTABLE �; ONLY WITH �WN�R 'S ANI� ARGHITEGT'�a WRITTEN APPRQYAL . TNE GENERAL ' GONTRAGTOR SHALL 5U�'PLY SUBMITTALS DETAILINC THE PI�ODUGTS � �����������Y'""��"�- �' SPEGIFIGATIONS, FE,4TURE5, BEIN� REQUESTEQ FOR 5UB5TITUTIOH. ` �' �,, „ �-'`�C � 8 . IT IS THE INT�NT AND M�ANIN6 Q� THESE D�GUMENTS THAT THE GONTRAGTPR ANR �' '`°ti � '�' A" EAGH 5UBG6NTRAGTOR PR�VIDE ,�LL LABOR, M,4TERIALS, TRANSPORTATION, �� ` ��' �� ��� � ,� ' �� � , �` ;a : ; ' p.<� , f SUPPLIES, EQUIPMENT, ETG., TD O�TAIN A GC7Ni�L�T� .1D� WITHIN THE REGOGNIZED ; % 5T,�NR�+RDS OF GARE �F THE INDUSTRY. ; I ' � �� �`��,��� ��''n� q . A�RGHIT�GT WILL B� A�PAILA�LE FOR 51TE REYI �W O� PREYIOUSLY GONGEALED ; � �� �, �p , :. - GONSTRUGTION THAT MAY REc�UIRE A�APTATI �N OF DETftILS HEREIN OR NEW ZUNINC C�ES�GN6aTIC7t�: LMU I ' �.� , � •'" ' � PETAILS �OR REMEDIAL GONSTRUGTIQN (��ZC?P05ED. �, � 10. GENERAL GONTRAGTOR SHALL PROVIQE TO fi+RGf11TEGT �OR SUBMITTAL TO THE C7GGUP�4NGY C�RC1U� : A-2, B,E,R- 2, M, 5-2 : �'�, 1:, "° BUILDING PEPARTMENT THE Pi?UPUGT N�M�S A�ND LA�ELS ANP APPROVAL GC?NSTRUGTIC�hI TY�'� : II -B � , ��°�r�,� �" �u ��,� RATINCaS DIREGTLY FR�M THE �ANUFAGTURER �OR ALL FIRE RATED GAULK A�ND � � � � �'�'" SEALANT. ' + NC). OF STCJRIE� : (5) WHIGH INGLUDES A BASEMENT PARKING GARA�E _ �+LA��M FI �E ALARM AND FULLY S�RINKLERED PER NFPA 13 1 s A�E� GALGULATIC7N5; 5EE OGGUPANT LUAD GALGULATIQNS ON SHEET AI . I , �1 .2 � : AI .3, AI .4, A1 .5 ` PGUVE�NINCa �QC?Ea : �C303 IBG, TC?WN OF �/AIL MUNIGIPAL GOD� �' , ° � � � � � � � � � � � � � � � � � � � � � . ' °fl . l TITLE SHEET , � � TI .� EXITI �I .C� f�L?�Na F'EFZ 16G 2403 � � � ^ P�5�� 1 EXI5TIPiCa 51TE PLAN ,41 . 1 EXI �TIKG FIR�T �L�OR PLAN W/ OGGUPANGY GRDUPS ;' �1 .2 EXITIKG 5EG8N� F1.04R PLAN Yd/ OGGUPANGY GROUPS �1 .3 EXISTIMG THIRD FL�OR. 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' ' ' ' .. _ _ .. _ ' ' . � f / �. , ; , � � F J J� � � i � ri" �` i ' r^ /� �.� , i % �, l � � .^''� ��'� i'�� �" : f �%��� ! f . � � �' �''� � � ,�.. ; � l' ; � � ,. r �` � ,F . / , , 'r , ,. ,', � ' ! .!� :' f % � / 1 i� % �� / �` � r' r � , � , r l . . . . . _ . ' ' ' .. _ _ .. .. .. .. ' ' _ _ _ .. . .. . .. _ _ . _ . _ . .. . _ .. .. . _ ' ' . . . _ _. _ . �" ' ' � % ' ,�'` ,�� � � .f '� ,�` � ,� ,r !� � '� r ,r� - � - - _ . _ . . . . _ _ , � , �r' ( 10 DROP CEILING) � ��� : , RESTROOM ` ,`` ,r�` �` '�,�'` �'` / i ' r , f ,% , '' �� ' , ^ �' � r` _ _ , _ _ _ ,�' � �`� �' � ' ' , , , , , � f � r . , � . �`� �' / i / I . / , ' r f / / �,l' . ' `�'� ' �,F'�� J'�� j'' / ! � . . � � /` � .1? %� l: ( . . . . , /� / % . . . � . � ' _ _..____ . . _ . . � - _ . ` � . (9' FLAT CEILING) - - - - _ - - - _ . _ _ _ - - - - - _ . _ �4REA 207 - - . . _ . _ - - . . _ . _ _ . _ _ . . - - _ 6Ai�FINKELS _ _ . - - - . . . . _ . _ - - - , . � . . _ . _ . . - - SQUAI�E FOOTd�GE = 4760 _ _ _ _ . _ . _ _ (9 ' FLAT CEILING) /�y � � - - - - _ . _ .. - _ . . . . _ . . . . . . . . . . . . . : . . - - _ OGGUPANGY GRUUP = A-2 _ . _ - - - _ _ . . _ , . . . _ . � J _ � . . . - _ . - - - . _ . _ . _ . _ _ _ _ . . . - - - — � . _ _ _ . _ _ _ _ _ . - - - . . . . _ . . . _ . _ . _ . . , . . _ _ .. _ . . . . TI�15 OGGUPANGY SHALL �E SEPARATEi� AT � - . . - - - - _ . _ . _ _ . . . - - _ . _ i � . .__ __ = � c� ° THE FLQOR, WALLS ANp �EILING . 5EE _ . . . ° (9 ' FLA � ATTAGHEI� ASSEM�LIE�. � T CEILIN � � � - - - - . - - . _ _ . _ . . ;. � _ - . . _ _ _ . . . .. . _ . _ . . . _ . . _ _ . _ _ . _ . . _ . . . _ . - - - _ _ _ . _ . _ . _ G W � - - - - . _ . _ , , . . . . _ . - - - - . _ . _ _ .. _ . . . _ . ' � . . - - - - . . . - - _ - - - . _ _ _ . . _ . . _ . . . . . . _ . . . _ _ _ - - _ _ ,-. & � - - - - - - . _ _ - _ , . . _ . . - _ . _ _ - _ . _ . - _ _ . _ . . _ _ _ � - - - _ . _ . . . _ . _ _ _ _ . . .. . _ . . , . - - _ _ _ _ . _ _ - - _ _ . _ _ _ . _ . . . _ . _ . _ _ . . . . _ . _ . . . _ . . . _ . ' - - - . . . . . . . . . . . . . . - - . . . . _ . .. . . . . . . . .. - - - - _ _ _ . o - - . � ! 12 CEILING QPEN TO STRUCTURE - - - - - - - _ _ .. _ . - - - - - . i . , . _ . _ _ . _ . . . _ _ _ �_ _ ) � _ - - - ' - - - _ _ . _ _ . . � � - - _ . _ _ . _ . _ . . . . . _ _ i _ _ . _ _ _ . _ _ 0 � AREA 245 �� � �,� � � ( SQUARE FOC�TAGE = 238 � i OGGUPRNGY GROUP = R-2 (�C GOPYRIGHT � : m I vDonaldson .. 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AREA 30I , OC COPYRIGHTI 5QUARE POOTAGE = 14828 .4 Victor Mark OGGUPANGY GROU� = !�-2 Donaldson A � Architecfs � \t ' �� All Rights � ` F�eserved � , (9' FLAT CEILING} � AFtEA SEPERl�TION REQUIRES OGGUPANGI' GLA551FIGATIC7N GHART � � `�r ( � . . . uti�� �'.. ii . . . � � . . . . . µ9 a � I HR. SEPERATION - '� � (SPRINKLER GREDIT) ❑ �-2 : RE5IDENTI ,4L � ,4-2 : �45SEMBLY T,4BLE : 302 .3.2 � ' � - _ __ ,1 � I/2 HR. SEPER,4TION PER: , � � � � � � � � � � S�GTION 7Q8 EXGEPTION � !f� f M : MERGHP,NTILE -.- - �: BU51NE55 � � � #2 AND TABLE 1016 . 1 'rF ''f � 7 � FIRE 5PRINKLER LINE � � � i , Qr 2� ' , SOFFITS i � : �DUG,4TION,4L � '`�� 5P2 : LOW HAZARP � sTORA�� fi � I � � � � � � � � � � �I , �rHi �aF �oo � � � � �GRLE : I / � " � I ' - 0 ° � PLAIV .�" , . . . � � . � � . � � . � I -V-' I / e� � � �%" 'Y/ � ! a � � ! z I I ( � ^�= � o � �9 n � v . . . . . � .�. t . . . . . . . . . . . . . � . . �r:. ' � . ' . � . . � . I � °s� . . . . . � . . . '�,,.. . . m . . . . . . . . I� u u� . � I ' . : , se , �� a 0N 4 ° � UNIT # 301 BALGONV u � LIVING ; � - - r . 1 � dINING �� „ .'� . � . ` � ❑ / ' . � �� �� � � + � '� � KITCHEN — � � ,� �EaR�� #, A R C H I T E � T S � � 1� ` � ° 0 0 4 8 E B �RVER CREEK BLUD �� � � �`� �� � SUITE 207 � � � � • . . � � � . . . BOX 5300 � ���� �`� • � � - � � . � � � AVON , Ca � 162Q 9700949 , � 20 � '� TYPIGAL PII'�E ai�fZlPlKLE(2 LINE 5C7PPIT: 5EE � � Pal (7ETAIL, 5/bJ ,�N� �/b . l P�OVI �E GAULI61NCa � � KITCHEN �EDROOM #1 V m � a [(,�1 V III � � . � � I11 , NOT� : GENERAL GONTRA�GTOR TO PROI/'IPE AND Ea�UTGHE�N (�LATE� AT �•� �VIDENGE O� PULLY GOMPLIANT NFPA91� � '�.1 PENETRf�TI�Na ANC� WALL GEILING � '� � ,������'�fi� ._-- -- SYSTEM FOR TH15 FLOOR � " A�UTM�NT� �� �P�� I � IEC� �1° AR�H17�G1° , ; TO MaINT�kIN RATIN6. f'RDVIC7E �1 '-O° ' GLE�RAN�E MIN. uND�I� ALL �URR� � BALCONY . 54FFIT�. DINING ; ,o.�°�-T-°-°. � LIVING �°"`���t�' s ,� p-�� � -- � ,��"y��, � i„✓ �, i �'` �.� ':a` UNIT # 302 ��' �3 '`� I � �t�� V�����' � � � � � � , � �;� �_ .� � � � � � � , � � � � � � x, � � :� �� � � ��"� ���� � ❑ �� � SKYLIGHTS �, , ��> � F , I � � � � �i � � � � � ��' �� � ,, �- � - f --- ,p � ���,� , . � � i 6EQR�M '� � �'� � � � 6i p �. - ; - LIVING UNIT # 31 Q ` LIVING BEDROOM #2 BEDRQOM #1 UNIT # 319 �EDR�OM #1 � BEQRaOM #1 LIVING �i 0 � � � UNIT # 312 � UNIT # 309 gEDRO�M #1 BEDROOM #1 ,, � .: ; LIVINCa . r. . F�r .n�ce. R„�': y ...,.:.. a ` � UNA �� �TORAGE ` ����� � � � � � (� � � � �='������� � ��� ca � � o � �� o ' � � � ELEVATOR UNIT # 343 ��� ������ O r � � � KITCHEN DINING p � � . � -- � � � � � � � � KITCHEN � IGE ^ DINING DINING � KITCHEN DINING '` '" _l � � . . . KITGHEN � � . , . ;:; � � ,lANITO �_. �f____ �_...�. (� � - � � � � � �� �� �'��� �� � KITCHEN � �..-1 �./ � . ` I ' J � '� �-J � I " 1 DINING � � � RISER LIVING �ALCONY Q 00 '� � � . . . . .,. P, . ..� . 1. , - I{�1„ .n � . i . pRfeY! � � � �R ... _. . „ . ...: � . . . . I. . 11^N . �, k , f5t. P�a . . 4a.Y ._�. . . ,A � . . � .. ��. . .. . ...�_ .. . . . . i n ,.l ,. . . �. . . . . . ... . .. . . . .. . .i 6 .: . ,.1 .�T. 'u ,� .�,q . .... . . . � ;. : . _. � �i L—�' — � � I - � KITGHEN �--� � � � " � (,/� � DINING � KITCHEN KIT HEN DINING DINING D{NINC ENTRY � • L, KITCHEN � � . � � . . . . • � , � . .----..._ BEQROQM # � O 6EDROOM #t m� � � 0 0 � � � n o � � 0 0 �' � � � UNIT # 308 UNIT # 307 UNIT # 306 � N LIVING BEDROOM #1 BEDROOM #2 LIVING gEDR00M #1 BEDROOM #1 � � BEDROOM #3 8E6RDOM #2 UNIT # 305 ' . O LIVING � � � � LIVING t ; : ,�,,.,�� KITCHEN AR�A 4UI 6ALCONY SQUARE F04TAGE = 15084.5 0 OGGUPANGY GI�OUP = R-2 UNlT # 304 E �C, COPYRIGHT DINING Victar Mark donaldson ` AI Architects � v AREA. SEPERATIPN REQ� IRES OGGUPANGY GL,�551FIGATIC�N GNART All Rights r Reserved ` LIVING I HR. SEPERATION - - 0 � � � � (SPRINKLER GRE� IT) ❑ R-2 : REaIDENTIAL � A-2 : A59EM6L1� R � � � TABL.E : 302 .3.2 � I/2 HR. SEPERATION PER : / — � � � � � � � � � S�GTION '10$ EXGEPTION '� ;! ,.- M: MERGHANTILE � B : BU51NE55 � #2 AND TABLE IOI6J �• 50FF TSRINKLER LINE ` e �� o5i22ia7 � E : EDUGA;TIONAL '��`'w. 5-2 : LOW HAZARD *� - STO��� � : v Q72a � -� � F � IJF�TH FL (�4F� �: � � � � � � � � � � � � � � � � sc�LE : � � � „ o � � _ � �� PL� N .�' -� T � T � � � � � � � � � � � = � � � � o � � a � o � � A � e4 � � .. .�_ . � � m�_���� � .� �n_ � �����.��. ����_��_� �___. � ��.� _���. �.� .. ��������.���.� , _:s � . . � � � . .. • i i{ I. • �,��� � p • � � r 0N � = _ = � r � UNIT # 3Q1 — — � � I I BEDR4�M I {9'-6W I�FF) I I � I � - � , SLOP EILING I ' ' ' ' , - � - ; � I� — — � ' � AR HI TE T ' C C S I 0 0 4 $ E � EAVER CREEK � LUD , � UITE 2al . � y � � � , � , � C� X 5300 , � AUON CQ 81620 a , ; 4 � � 970 , 949 , 5200 I vmdaa� vmda . com TYPIGAL FIRE SPRINKLER LINE 50FFIT: 5EE I C3ETAIL 5/6.1 AND 6/6. 1 PROVIUE GAULKING NOTE : GENERAL GONTRAGTOR TO PROVIDE � � F A � � 4 a � 5 � d � AND ESGUTGHEON PLA�TES AT EVID�NG� OP �ULLY GOMPLIANT NFPA- 13 �, v PEN�TRATIONS ANP WALL G� ILING SY�TEM �OR THIS FLOQR ��•� � � — � A�BUTMENTS A5 SPEGIFIED BY ARGHITEGT TO MA�INT,41N RATING. 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W/ � '' I I T O ! � � NOTES : � ��, , k �` '� � K ^ _ �� � � � %g" CaYP BOARP E�GH 51DE � �- � � � � � � I . SIDE WALL 5(�RINKLERS ARE TO BE INSTALLED A MINIMUM OP 4" BELOW THE � � � � � � � � � � US GYPSUM GA � IL� NC�. WP IC�72 � �� " i g (� X � � � (� G� ILING. MEASURED AT THE GENTER LINE OF THE SPRINKLER HE?�P. ''�� ,� ,,� EXISTINC STEEL �EAM -� :� � tJ U - 4 2. SPRINKLER PIPES MAY V�RY IN 51ZE . f�E : FIRE PROTEGTION GOMPANY FOR SIZES � '� � � -- - --- ---- ----. ----- ------ . -- -- ---- -- --- - -. = EXISTINC BAR ,I� I �TS AT 24 " �.�. � ��;: I �. � � � 3. ANY PENETRATIONS THROU6H GORRIl74R WALLS AN17 OR FIRE R?�TEi� PARTITIONS � � ` ' � > �� 4° GONGRETE SLAB C7N A 2 " MET�L f�,�N � r ; � ! WILL BE FIRE SYOPP�D AS_P�R 2�t�3 I � '� � ,� �,, � _ � � 3 " GYP BOARD �EL�W `� � �" i � � ` � EXISTING STEEL �E�M. � ' ' Q7 o n �" � � ALL GOMBlJSTIBLE M�,T�FZIPaLa EXISTINC� C�YP BOARP G� ILINC � =- � �! 1 O � � � �t � � � V � TO �E REMOVEG� U9 GYPSUM CA FIL� NC?. FG I I10 i : � i II/2 " DIAM. GOPF'ER - ; , , YIII � � � V � � Q � � dlll _ _ _ SPRINKLER PIPE Y�U _ � , , T � � I � � � �! I `► I T � I � � � � � I I `� � � � � � � � � I T � � T � I � �` ;y ESGUTGHEC�N PLATE AT _ F A X � `t � � � � O � � � °^"� ,4LL WALL PENETR�T'I �Na � x S�AL� : 3 / 4 " - I ' O ° � ~ � _ _ � �; � �- _ � .�g � C �� `x � � o �orri �c�� o � '� �.�`���, C�.,�� � �� = V , ' �r' W � � '�,.° � _ '� " :_ r. � , � � ` �� ;,- ,� - , � . ` ti; -- � z JA- - --- ______ .___ _ _---------- -----. _.--- --- --- --- --- -- ---- ----------- - ---- ��� ': , " : , � . � ;'F....a � . � � � . . _"_'__"—__— __— . . . � � �� ��' x _ �°'1 .! � �:k i = 1'r dw py � � - 4 * �. f� . � I= t� � °+ t / , � � � "^ � ::�- ,�., o X � e°' ��� �r f >.� � � -0 �,. . . f .. — r� ...,. A � �a z�. � � � : ��' � EXISTING 3Ya �� 3 5/s �� METAL STUI? WALL � .-`� p � � � � - � ;�,� W/ I �/4" C'.�. YF' W�LL �?AI2,l.7 EA�C�H �IL7E `- r- r' dl � I ���' ��°�°`� � ! U� GY��UM �� � ILE Nt7. W� 1�72 _ � I I `� I �'�� a�. � �°��� �, ., .3, � . . �. . r _. . . � . ,. � ,. . �l� . . , .a, . , _.,. � . . . � _ . . ...�_. � r � . � � p J BB �, . ' I � IB ... . .. ..,�*.'- . . . . � _ �^ , � w,. . ��: . . '"- _�1 , ,T . . . . . � . . . � . . y"`�„ � � � . . . . . �F . . -, . . . � . �;>. ` � < r<" Q .�-N s-" ,, ( �- �,.. :_ i > � K� _ - - - - - - �`� �Y � � . . �"� -'" . � . ( . . � � . <= � � BOTTOM OF EXISTING STEEL BEAM �1- , _;��- � �XISTIKG GYP BOARP TO BE REMOVED �;� -; = _ � � ( K :��. . . . . ( . N�W FIRE SPRINKLER 50FPIT TO ' >� � ° BE BOXED OUT BELOW EXISTING �r_ r ;� �, �- ; � STEEL BEAM BOTTOM O� 50F� IT � -= ` �� ' 7 '-O " A.� .�. MINIMUM >- � } - , I � � ���,� � -t-�. � � � EXI5TING METAL STUR EXTERIOR W�LL � _. y _ ._ r Y, _ � ,. , : ,�, , Y ,._ � � � � �`r: � :�> � � ` �.. � ~�.�. W! C�YP BDARD AND I�IOOP 51 f.�INC� I � �, �t �� ,%` <<�� ��., .r � '��, �G, l\ti/� ;�, r �� �\ �1 ,', t�,� l�� j�� ��t n � r� �� / — _ � — � — "- � ; i4` � riY ; � � � kt XCS. �: kt1`� �', � sr� � L� � � � � � %� � � e � 3 " GYP BOARD �ELCJI�I -� 4° GDNGRETE SLAB QN A 2 ° METAL PAN � I ' � � ` - EXI5TING STEEL BEAM. "-` U5 GYPSUM GA FILE NO. FG I I10 � �._ I � � � � � I � I � � � � ( � I T ( � � � � .�` ��-L GOMBUSTIBLE MATERIALS � �" TO BE REMOVEi� � �> . � � ' � EXISTING �AR J015T5 AT 24 " �.� . j � �G�LE : � 3 l 4 ° = I ' - O " ;; i ii2 aiAM. �oPP�� ;� , � � � :_ SPRINKLER PIPE W/ ,_ � �X15TING M�TAL STUD EXTER, IOR WA�LL � '� ESGUTGHEON PLATE A�T � "` W/ GYP BOARD AND WaOC� 51DINCa � �=- ALL WALL PENET TI �N� ,� � i �: � >:: EXIaTING GEILING ' J ;,� �_: I � � � z � �— � � � ; � z � w � - p Gt�Rf�21 DC7� � T W � � � Q w � o z t � � � � � � � � � � fi � I � � � � ��; ° X � S�ALE : 3 � 4� �� � � � _ � �� � � � o w -�' lCJ >. � p � :. ` � �.: �`� � � ` ;w EXISTING 3Y2 �� 3 5/a�� METAL STUD VdALL ='� I Wl I 3/4�� �Y� WALL ARG� EA�H aIPE i U5 CY�SUM �,� FILE N�, WP IQ72 _ ____ ____ __ _� " c:� __.___.__._.__..___._._._ `�y .�'� � - �:n � ;� N I EXISTINC� 3 yz OR 3 j$" M�TAL STUD WALL ' � � �- '- -- : QC GOPYRIGHT � Y�V 5/8 " GYf� WALL BOAR�1 EAGH SIDE � � � i __ Victor Mark � ° GONGRETE SLA� �N � 2 " METAL PAN I Donaldson U5 CYF�SUM CA FILE NO. FG II10 i , _ - -�- =___ ' PChlteGtS , , �: � � s � , L • ___�- _ ---.__ ____ I ;:r � j ! ` Resenretd � . I � ij � I �,-.� �{ 4 , _ , y ^ ,. , _,�;_ Y � , _ ._ 4 ,__.., � y ._ �, �, EX15TI �lca �3A� ,1O15T5 AT 24 " O .G. 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