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HomeMy WebLinkAboutB13-0051.pdf Department of Community Development OT 75 South Frontage Road TOWN OF VAIL Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Project#: PRJ12—0 5 41 520 E Lionshead Circle 308 DRB#: DRB 12 0 4 3 3 (Number) (Street) (Suite#) Building/Complex Name: Vail Lionshead Centre Building Permit#: B 13—0 0 51 Contractor Information Lot#: Block# Subdivision: Business Name: SIRE Building Associates Business Address: PO Box 6376 Work Class: New G Addition lF1 Alteration (®j City Vail State: Co Zip: 81658 Type of Building: Contact Name: Steve Elicker Single-Family k_,A Duplex 0 Multi-Family l� Commercial (O Other Contact Phone: 970-375-1536 Contact E-Mail: Steve @srebuilds.com Work Type: Interior 0 Exterior() Both (� I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Electrical Yes ®)No VV ONo 7000 comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to Mechanical O@Yes ®)No Yes No 1000 the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Plumbing GYes No �jYes ( )No 23000 ordinances of the Town applicable thereto. 135000 Building i Yes ®)No Yes r�jNo X Value of all work being performed: $ 166000 Owner/Owner's Representative Signature(Required) (value based on IBC Section 109.3&IRC Section 108.3) Electrical Square Footage 1418 Applicant Information Detailed Scope and Location of Work: 344 sf addition Applicant Name: Contractor Applicant Phone: Applicant E-Mail: Project Information Owner Name: Cottontop LLC Parcel#: 2101-071-03-021 (For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit www.eaglecounty.us/patie) (use additional sheet if necessary) For Office Use Only: Date Received: Fee Paid: Received From: Cash Check# CC: Visa/ MC Last 4 CC # exp date: RECEIVED Auth # By David Rhoades at 8:43 am, Mar 27, 2013 12-Mar-2012 Design Review Board ACTION FORM t Department of Community Development TOWN000FI)9- ' 75 South Frontage Road, Vail, Colorado 51657 tel: 970.479.2139 fax: 970.479.2452 COWUNI`YC bEL04'k1ENT web: www.vailgov.com Project Name: LIONSHEAD CENTRE ADDITIONS DRB Number: DRB120433 Project Description: ADDITION TO THREE RESIDENTIAL UNITS (ESTEVE, BARRIOS, AND DELALAMA RESIDENCES) IN LIONSHEAD CENTRE Participants: OWNER SPACE 44 LLC 09/11/2012 520 E LIONSHEAD CIR 208 VAIL, CO 81657 OTHER SUMAN ARCHITECT-MICHAEL SUMA 11/16/2012 Phone: 479-7502 2211 NORTH FRONTAGE ROAD VAIL CO 81657 License: C000001739 APPLICANT SUMAN ARCHITECTS 09/11/2012 Phone: 970-471-6122 PB 7760 AVON CO 81620 Project Address: 520 LIONSHEAD MALL VAIL Location: Lionshead Centre 208, 308, 309 Legal Description: Lot: 5 Block: Subdivision: VAIL LIONSHEAD CENTRE CO Parcel Number: 2101-071-0301-0 Comments: BOARD/STAFF ACTION Motion By: KJESBO Action: APPROVED Second By: MAIO Vote: 4-0-0 Date of Approval: 12/05/2012 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0012977 The applicant shall install windows with white trim to match the existing windows in the building. Cond: CON0012978 This design review approval is contingent upon the applicant obtaining Town of Vail approval of the associated view corridor encroachment/amendment application. Planner: Bill Gibson DRB Fee Paid: $300.00 SUMAN A R C H I T E C T S MEMO Date: March 7,2013 To: Martin Haeberle-Chief Building Official From: Michael Suman, AIA Project: Lionshead Centre Condo Unit 208, 308 and 309 expansions Enclosed: Building Code Summary Construction Type Type II-B, Fully Sprinklered Occupancy Type by Level Level Occupancy • Garage/Ski School Level B and S-2 • First Floor A-2, M, R-2 • Second Floor R-2 ■ Third Floor R-2 ■ Fourth Floor R-2 Fire Separations The approved(existing) automatic sprinkler system is substituted for 1-hour fire-resistance rated construction resulting in the separation requirements below of this project. Occupancies Separation Required ■ A-2 to R-2 1-hour fire barrier ■ R-2 to R-2 units 1-hour fire barrier ■ R-2 to corridor 1-hour fire barrier ■ R-2 to exit stair 1-hour fire barrier Allowable Building Area Calculations While the allowable building area can be increased due to the approved(existing) automatic sprinkler system,the increase is not necessary to comply.Therefore, the allowable increase is not calculated for this particular expansion effort. Allowable Building Area(square feet) Per Table 503 IBC Level Allowable Area Existina Proposed Garage Floor 49,000 18,406 No Change (S-2 26 000+B 23 000) (S-2 12,440+ B 5,966) First Floor 38,000 17,760 No Change (A-2 9,500+M 12,500+R-2 16,000) (A-2 6.014+M 8,299+-�-2 3,447) Second Floor 16,000 14,716 15,060 Third Floor 16,000 14,799 15,143 Fourth Floor 16,000 2,682 2,797 michael a?sumanarchitects.com 141 East Meadow Drive,Suite 211 o 970.479.7502 Vail,CO 81657 m 970.471.6122 UMA ARCH ITECT$ Allowable Building Height-Per Table 503 IBC While the allowable building height can be increased due to the approved(existing) automatic sprinkler system,the increase is not necessary to comply.Therefore, the allowable increase is not calculated for this particular expansion effort. Allowable Height Existing Proposed 55 Feet 45 Feet No Change Please feel free to call me with any questions. Sincerely, of 9 00 Michael Suman AIA 'UH N D. A X0.203484 ysFO a Rc���``� micho,,tl@g!manarchitects.com 141 East Meadow Drive,Suite 211 o 970.479.7502 Vail,CO 81657 m 970.471.6122 COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2012 IECC Section 1: Project Information Project Type:Addition Project Title : Lionshead Center Condos Construction Site: Owner/Agent: Designer/Contractor: Lot 1,Block 5 Mike Suman Units 208,308,&309 Suman Architects Vail,CO 81657 2211 North Frontage Road Suite A Vail,CO 81657 970-471-6122 michael @sumanarchitects.com Section 2: General Information Building Location(for weather data): Vail,Colorado Climate Zone: 6b Building Type for Envelope Requirements: Residential Vertical Glazing/Wall Area Pct.: 30% Building Type Floor Area Multifamily 800 Section 3: Requirements Checklist code.Envelope PASSES:Design 1%better than Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Exterior Wall:Steel-Framed, 16"o.c. 995 27.2 0.0 0.086 0.057 Fixed Windows:Wood Frame:Double Pane with Low-E,Clear, 71 --- --- 0.360 0.360 Fixed,SHGC 0.55 Operable Windows:Wood Frame:Double Pane with Low-E,Clear, 140 --- --- 0.360 0.430 Operable,SHGC 0.55 Fixed Glass Door:Wood Frame:Double Pane with Low-E,Clear, 56 --- --- 0.360 0.360 Fixed,SHGC 0.55 Operable Glass Doors:Glass(>50%glazing):Metal Frame, 28 --- --- 0.360 0.360 Non-Entrance Door,SHGC 0.55 Roof Deck:Attic Roof with Steel Joists 221 37.5 0.0 0.035 0.021 Sloped Roof:Attic Roof with Steel Joists 236 37.5 0.0 0.035 0.021 Cantilever Floor:Steel Joist 74 38.0 0.0 0.032 0.033 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. Continuous air barrier is provided throughout the building thermal envelope. 2. Air barrier joints and seams are sealed.The joints and seals are securely installed in or on the joint for its entire length. 3. Penetrations of the air barrier and paths of air leakage are caulked,gasketed or otherwise sealed in a manner compatible with the construction materials and location.Joints and seals are sealed in the same manner or taped or covered with a moisture vapor-permeable wrapping material.The joints and seals are securely installed in or on the joint for its entire length. Project Title: Lionshead Center Condos Report date: 03/08/13 Data filename:J:\Jobs\2013-Jobs\13014.00-Lionshead Centre Condos\Mechanical\Calculations\Comcheck\13014-Comcheck.cck Page 1 of 4. The air barrier is continuous for all assemblies that are the thermal envelope and across the joints and assemblies. 5. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,tested to-2.0 cfm,and are sealed with gasket or caulk. 6. Completed building air leakage tested to-0.40 cfm/ft2. 7. Air leakage of fenestration.Windows/non-glazed sliding and swinging doors/skylights with no weepage openings-0.20 cfm/ft2.Skylights with weepage-0.30 cfm/ft2.Curtain walls/storefront glazing-0.06 cfm/ft2.Doors:glazed swinging entrance/revolving/rolling-1.00 cfm/ft2. Doors:garage-0.40 cfm/ft2. Exceptions: J Field-fabricated assemblies. 8. Doors and access openings from conditioned space to shafts,chutes stairways and elevator lobbies are gasketed,weatherstripped or sealed. Exceptions: J Door openings required to comply with International Building Code as per Section C402.4.4. 9. Stairway and shaft vents are provided with Class I motorized dampers with a leakage rate-4 cfm/ft2. Dampers are installed with controls so that they are capable of automatically opening upon activation of any fire alarm or the interruption of power to the damper. FA 10.Outdoor air supply and exhaust openings are provided with Class IA motorized dampers having a leakage rate­4 cfm/ft2. Exceptions: Gravity(nonmotorized)dampers having a leakage rate­20 cfm/ft2 are permitted for exhaust and relief dampers for buildings less than three stories in height above grade,or where the design outdoor air intake or exhaust capacity­300 cfm. Dampers smaller than 24 inches in either dimension are permitted to have a leakage­40 cfm/ft2. 11.Cargo doors and loading dock doors are weather sealed. 12.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Building entrances with revolving doors. Doors not intended to be used as a building entrance by the public,or intended solely for employee use. Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. 13.Component R-values&U-factors labeled as certified. 14.No roof insulation is installed on a suspended ceiling with removable ceiling panels. 15.'Other'components have supporting documentation for proposed U-Factors. 16.Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Except when instructed otherwise,edge joints between overlapping layers of continuous insulation are staggered. 17.Radiant panels and associated components,designed for heat transfer from the panel surfaces to the occupants or indoor space are insulated with a minimum of R-3.5 Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. Jeff Herschel - EIT 3/8/13 Name-Title ++Y Date Project Notes: Calcs By: Jeff Herschel OPNCO UCr� Rader Engineering �, °•°•'••• S 40690 Highway 6 Suite E1 G�o y�N o `:;O Avon,CO 81620 :rb�3/8/ 970-845-7910 x113 39 ! jell @raderengineering.com Z Q Al- 10 t-E� Project Title: Lionshead Center Condos Report date: 03/08/13 Data filename:J:\Jobs\2013-Jobs\13014.00-Lionshead Centre Condos\Mechanical\Calculations\Comcheck\13014-Comcheck.cck Page 2 of LOAD GENTER - UNIT 208 ELEGTRIGAL LOAD SUMMARY (EX I STI N6 DWELL I N6 UNIT GALGULATI ON) ELEGTRIGAL LOAD SUMMARY (EX I STI N6 DWELLING UNIT GALGULATI ON) ELEGTRIGAL LOAD SUMMARY (EX I STING DWELL I N6 UNIT GALGULATION) UNIT: 208 UNIT: 306 UNIT: 30q VOLTAGE L-L: 208 LOCATION: UNIT 208 VOLTAGE L-6: 120 BUS RATIN6: IOOA EXISTING LOAD CALCULATION EXISTING LOAD CALCULATION EXISTING LOAD CALCULATION TYPE: 5PH 14W MAIN GB: M.L.O LIGHTING $ GENERAL REGEPTAGLES LIGHTING $ GENERAL REGEPTAGLES LIGHTING $ GENERAL REGEPTAGLES MOUNTIN6: REGESSED AIG RATIN6: IO,000AMPS FULLY RATED AREA(S.F.): VA / S.F. LOAD AREA(S.F.): VA / S.F. LOAD AREA(S.F.): VA / S.F. LOAD NOTES: EXISTING FED FROM: GARAGE METER STACK 846 3.0 = 2538 VA 1,074 3.0 = 3222 VA 1,111 3.0 = 3333 VA SMALL APPLIANCES SMALL APPLIANGES SMALL APPLIANGES G I R. LOAD DESGRI PTI ON GIRGUIT BRKR BUS GIRGUIT BRKR LOAD DESGRI PTI ON G I R 2 1500 = 5000 VA 2 1500 = 5000 VA 2 1500 = 5000 VA NO POLE TRIP TRIP POLE NO 5538 VA 6222 VA 6333 VA I REFRI6/K I TGHEN REGEP 1 20 A 50 2 STEAM 2 3 DISPOSAL I 20 B -- -- -- 4 APPLIANGES: APPLIANGES: APPLIANGES: 5 KITGHEN REGEP 1 20 G 20 1 DEGK L 16HT/REGEP (If> APPL I ANGE QTY LOAD APPL I ANGE QTY LOAD APPL I ANGE QTY LOAD -7 TRASH GOMPAGTOR 1 20 A 20 1 KITGHEN LIGHT a DISHWASHER 1 1200 VA = 1200 VA DISHWASHER 1 1200 VA = 1200 VA DISHWASHER 1 1200 VA = 1200 VA q BATH LIGHT/REGEP _ I_ 20 _B 50 2 RANGE IO REFRIGERATOR I 1800 VA = 1800 VA REFRIGERATOR I 1800 VA = 18)00 VA REFRIGERATOR 1 1800 VA = I8)00 VA II MIGROWAVE 1 20 G -- -- -- 12 DISPOSAL 1 1200 VA = 1200 VA DISPOSAL 1 1200 VA = 1200 VA DISPOSAL 1 1200 VA = 1200 VA NOTES: TRASH GOMPAGTOR 1 750 VA = -750 VA HOT TUB I 8320 VA = 8320 VA HOT TUB 1 8320 VA = 8320 VA GIRGUIT BREAKER TO BE AFG I PROTEGTED. STEAM GENERATOR I 6000 VA = 6000 VA 12520 VA 12520 VA GIRGUIT BREAKER TO BE 6FI PROTEGTED. 10450 VA GOOK I N6 EQUIPMENT: GOOK I N6 EQUIPMENT: GOOKINS EQUIPMENT: ELECTRIC, OVEN/RANGE 1 8500 VA = 8500 VA ELEGTRIG OVEN/RANGE 1 8500 VA = 8500 VA ELEGTRIG OVEN/RANGE 1 8500 VA = 8500 VA 8500 VA 8500 VA LOAD GENTER - UNIT 308 8500 VA TOTAL NON-DEMANDED VA: 27242 VA TOTAL NON-DEMANDED VA: 27353 VA TOTAL NON-DEMANDED VA: 24888 VA VOLTAGE L-L: 208 LOCATION: UNIT 308 TOTAL EXISTING LOAD TOTAL EXISTING LOAD VOLTAGE L-6: 120 BUS RATING: IOOA TOTAL EXISTING LOAD FIRST 8,000 VA AT 10095: 8000 VA x 100% = 8000 VA FIRST 8,000 VA AT 10095: 8000 VA x 100% = 8000 VA TYPE: 5PH 14W MAIN GB: M.L.O FIRST 8,000 VA AT 10095: 8000 VA X 100% = 8000 VA REMAINING VA AT 4095: Ici242 VA X 40% = 76ci7 VA REMAINING VA AT 4095: IcI353 VA X 40% = 7741 VA MOUNTING: REGESSED AIG RATIN6: IO,000AMPS FULLY RATED REMAINING VA AT 4095: 16x88 VA X 40% = 67c15 VA NOTES: EXISTING FED FROM: 6ARA6E METER STACK TOTAL ELEGTRIGAL LOAD WITH DEMAND FACTORS = 15687 VA TOTAL ELEGTRIGAL LOAD WITH DEMAND FAGTORS = 15741 VA TOTAL ELEGTRIGAL LOAD WITH DEMAND FAGTORS = 14745 VA AMPS AT 208V, IPH = 75 AMPS AMPS AT 208V, IPH = 76 AMPS G I R. LOAD DESGRI PTI ON GIRGUIT BRKR BUS GIRGUIT BRKR LOAD DESGRI PTI ON G I R AMPS AT 208V, IPH = 71 AMPS NO POLE TRIP TRIP POLE NO ADDED LOAD CALCULATION ADDED LOAD CALCULATION I REFRI6/D.W. 1 20 A 50 2 RANGE _ 2 ADDED LOAD CALCULATION L16HTIN6 6 GENERAL REGEPTAGLES L16HTIN6 $ GENERAL REGEPTAGLES 3 DINING/KITGHEN REGEP I 20 B -- -- -- 4 LIGHTING $ GENERAL REGEPTAGLES AREA(S.F.): VA / S.F. LOAD AREA(S.F.): VA / S.F. LOAD 5 DISPOSAL/KITCHEN REGEP 1 20 G O/AFG I D I N I N6/K I TGHEN L 16HTS 6 AREA(S.F.): VA / S.F. LOAD 344 3.0 = 1032 VA 115 3.0 = 345 VA -7 M.W./KITGHEN REGEP 1 20 A O/AFG I LOWER BED/BATH 8 344 3.0 = 1032 VA LAUNDRY BRANGH GIRGUIT LAUNDRY BRANGH GIRGUIT Q HOT TUB 2 50 B O/AFG I L I VI N6 ROOM 10 LAUNDRY BRANGH GIRGUIT 1 1500 = 1500 VA 1 1500 = 1500 VA II -- -- -- I G 20/AFGj I I UPPER BED/BATH 1 12 I 1500 = 1500 VA 2532 VA 1845 VA NOTES: 2532 VA GIRGUIT BREAKER TO BE AFG I PROTEGTED. DRYERS: DRYERS: GIRGUIT BREAKER TO BE 6FI PROTEGTED. APPLIANGES: ELEGTRIG DRYER 1 5000 VA = 5000 VA ELEGTRIG DRYER 1 5000 VA = 5000 VA APPLIANCE QTY LOAD 5000 VA 5000 VA JAGUZZI TUB 1 1200 VA = 1200 VA 1200 VA TOTAL NON-DEMANDED VA: 7532 VA TOTAL NON-DEMANDED VA: 6845 VA LOAD GENTER - UNIT 30cl DRYERS: ELEGTRIG DRYER 1 5000 VA = 5000 VA TOTAL ADDED LOAD TOTAL ADDED LOAD 5000 VA FIRST 8,000 VA AT 10095: 7532 VA X 100% = 7532 VA FIRST 8,000 VA AT 100%: 6845 VA X 100% = 6845 VA VOLTAGE L-L: 208 LOCATION: UNIT 30q REMAINING VA AT 4095: 0 VA X 40% = 0 VA REMAINING VA AT 40%: 0 VA X 4095 = 0 VA VOLTA6E L-6: 120 BUS RATIN6: IOOA TOTAL NON-DEMANDED VA: 8732 VA TYPE: 5PH 14W MAIN GB: M.L.O TOTAL ELEGTRIGAL LOAD WITH DEMAND FAGTORS = 7532 VA TOTAL ELEGTRIGAL LOAD WITH DEMAND FAGTORS = 6845 VA MOUNTING: REGESSED AIG RATIN6: IO,000AMPS FULLY RATED TOTAL ADDED LOAD AMPS AT 208V, IPH = 36 AMPS AMPS AT 208V, IPH = 33 AMPS NOTES: EXISTING FED FROM: 6ARA6E METER STACK FIRST 8,000 VA AT 10095: 8000 VA x 10095 = 8000 VA REMAINING VA AT 4095: 732 VA X 4095 = 2Q3 VA TOTAL. NEW LOAD ON EXISTING PANEL TOTAL NEW LOAD ON EXISTING PANEL G I R. LOAD DESGRI PTI ON GIRGUIT BRKR BUS GIRGUIT BRKR LOAD DESGRI PTI ON G I R TOTAL NON-DEMANDED LOAD: 34774 VA TOTAL NON-DEMANDED LOAD: 341ga VA NO POLE TRIP TRIP POLE NO TOTAL ELEGTRIGAL LOAD WITH DEMAND FACTORS = 82G3 VA I DISPOSAL I 20 A 50 2 RANGE 2 AMPS AT 208V, IPH = 40 AMPS FIRST 8,000 VA AT 10095: 8000 VA X 100% = 8000 VA FIRST 8,000 VA AT 100%: 8000 VA X 100% = 8000 VA 3 DISHWASER I 20 B -- -- -- 4 REMAINING VA AT 4095: 26774 VA X 4095 10710 VA REMAINING VA AT 4095: 261ci8 VA X 40% = 1047q VA 5 LIGHTING 1 20 G 20 1 LIGHTING 6 TOTAL NEW LOAD ON EXISTING PANEL -7 LIOHTIN6 1 20 A 20 1 KITGHEN REGEP 8 TOTAL NON-DEMANDED LOAD: 33720 VA TOTAL ELEGTRIGAL LOAD WITH DEMAND FACTORS = 18710 VA TOTAL ELEGTRIGAL LOAD WITH DEMAND FACTORS = 18419 VA Q LIGHTING 1 20 B 50 2 HOT TUB 10 AMPS AT 208V, IPH = 40 AMPS AMPS AT 208\/, IPH = 89 AMPS 11 ISPAGE G -- -- -- 12 FIRST 8,000 VA AT 10095: 8000 VA x 100% = 8000 VA NOTES: REMAINING VA AT 4095: 25720 VA X 40% = 10288 VA GIRGUIT BREAKER TO BE AFG I PROTEGTED. GIRGUIT BREAKER TO BE 6FI PROTEGTED. TOTAL ELECTRICAL LOAD WITH DEMAND FAGTORS = 18288 VA AMPS AT 208V, IPH = 88 AMPS go 40 0 r y� Z 00 LIC) NSHEALD 4: wENTRE rwC) NDC) 1V11N1tJ1V1S V' U u No e Q 2108 308 309 E)CPAOLNS C) NS t) NIT JkND I U L' L..E LIONSHEAD VILLAGE VAIL, CO 81657 o MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES: DRAWING INDEX: ARCHITECTURAL A0.0 COVER SHEET _ III III EARTH PLYWOOD ABV ABOVE L LENGTH 01 DO NOT SCALE DRAWINGS X1 .O EXISTING GARAGE LEVEL PLAN AREA CALCS AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH AP ACCESS PANEL LT LIGHT TROUGH o POROUS FILL/DRAINAGE FINISH WOOD AC ACOUSTICAL LTL LINTEL 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON X1 .1 EXISTING FIRST LEVEL PLAN - AREA CALCS r' w ADD ADDENDUM LVR LOUVER THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING 00 ADJ ADJACENT MH MANHOLE ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR X1 .2 EXISTING SECOND LEVEL PLAN - AREA CALCS a z ALT ALTERNATE MFR MANUFACTURE (ER) DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. X1 .3 EXISTING THIRD LEVEL PLAN - AREA CALCS Cq ALUM ALUMINUM MO MASONRY OPENING �,CA STONE MASONRY WOOD-ROUGH ARCH ARCHITECT (URAL) MTL METAL 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY BSMT BASEMENT MAX MAXIMUM RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE X1 .4 EXISTING FOURTH LEVEL PLAN - AREA CALCS BRG BEARING MECH MECHANIC (AL) CONSTRUCTION CONTINUES IN THOSE AREAS. X1 .5 EXISTING ROOF PLAN STRUCTURAL CONCRETE BLOCKING BL UM ND MEM MEMBRANE ABINET 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, T BT UOUS X2.2 EXISTING SECOND LEVEL-UNIT 208 PLAN UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE BLK BLOCK M METER (S) TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR X2.3 EXISTING THIRD LEVEL-UNIT 308 AND 309 PLANS BLKG BLOCKING MM MILLIMETER (S) BEAMS UNLESS OTHERWISE NOTED. CONCRETE MASONRY UNIT GYPSUM BOARD BOT BOTTOM MIN MINIMUM X2.4 EXISTING FOURHT LEVEL-UNIT 308 AND 309 PLANS BLDG BUILDING MIR MIRROR 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. CPT CARPET (ED) MISC MISCELLANEOUS LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL X2.5 EXISTING ROOF PLANS CSMT CASEMENT MULL MULLION MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, Q BATT INSULATION C CAULK (ING) NAT NATURAL COUNTERTOPS, SHELVES AND CLOSET RODS. X3.1 EXISTING WEST ELEVATION CLG CEILING NR NOISE REDUCTION CT CERAMIC TILE NOM NOMINAL 06 O DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER X3.2 EXISTING SOUTH ELEVATION Z RIGID INSULATION COD CARBON MONOXIDE DETECTOR N S NOT TO SCCALEACT TO DOOR SCHEDULE FOR DOOR TYPES. X4.1 EXISTING SECTION p COL COLUMN OPG OPENING 07 O DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR /� CONC CONCRETE OPP OPPOSITE LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. A1 .2 PROPOSED SECOND LEVEL PLAN o STEEL/METAL AS NOTED CONST CONSTRUCTIONSONRY UNIT OHH OVERRHEADAND A1 .3 PROPOSED THIRD LEVEL PLAN J CONT CONTINUOUS PR PAIR A1 .4 PROPOSED FOURTH LEVEL PLAN v CJT JT CONTROL JOINT PK PARKING 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH CPR COPPER PVMT PAVEMENT A1 .5 PROPOSED ROOF PLAN Iliilll illii CARPET CUST CUSTOM PL PLASTIC LAMINATE ARCHITECT. o rx LU M DT DRAPERY TROUGH PT POINT 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY A2.2 PROPOSED SECOND LEVEL PLAN-UNIT 208 PLAN > Z DTL DETAIL PSF POUNDS PER SQUARE FOOT THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS DIM DIMENSION PSI POUNDS PER SQUARE INCH A2 3 PROPOSED THIRD LEVEL-UNIT 308 AND 309 PLANS PROJECT,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE Q Z DR DOOR PL PROPERTY LINE ARCHITECT. z C DRW DRAWING QT QUARRY TILE A2.4 PROPOSED FOURTH LEVEL-UNIT 308 AND 309 PLANS o 1 1 DRINKING FOUNTAIN REF REFERENCE EL EC ELECTRIC (AL) REF REFRIGERATOR A2.5 PROPOSED R OO F PLAN FEE C C6 EL ELEVATION (S) 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL REIN REINFORCE (D), (ING) H � A4.00 A4.00 ELEV ELEVATOR REQ REQUIRED APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED A3.1 PROPOSED WEST ELEVATION r cv APPROVALS.THIS PROJECT IS GOVERNED BY THE INTERNATIONAL EQ EQUAL RES RESILIENT 0 H EXH EXHAUST REV REVISION (D), (ING) BUILDING CODE, 2009 EDITION. CODE COMPLIANCE IS A3.2 PROPOSED SOUTH ELEVATION a 1�- BUILDING SECTION REFERENCE ELEVATION REFERENCE EXTG EXISTING REV REVERSE \MAORDAHOR DOES NONCONFOROM TO ALL RENEVANTACODESPERMIT A4.1 PROPOSED SECTION W � z EXT EXTERIOR RH RIGHT HAND FOC FACE OF CONCRETE R RISER INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. H FOF FACE OF FINISH R&S ROD AND SHELF A4.2 PROPOSED CROSS SECTION z FOM FACE OF MASONRY RD ROOF DRAIN 11 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN A6.1 EXTERIOR DETAILS 1 1 FIN FACE OF STUDS RDT RECESSED DRAPERY TRACK FROM THE OR ARCHITECT & O ENGINEER BEFORE ANY CAST-IN-PLACE A6.2 EXTERIOR DETAILS z A4.00 � A4.00 FIN FINISH (ED) RFG ROOFING J `� FFE FINISHED FLOOR ELEVATION RM ROOM CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS Q Q 0z FE FIRE EXTINGUISHER RO ROUGH OPENING WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. A8.0 WALL DETAILS > p DETAIL REFERENCE DETAIL REFERENCE FDC FIRE DEPARTMENT CONNECTION R/S ROUGH SAWN FHC FIRE HOSE CONNECTION S SEALANT (EXTERIOR) N z FEC FIRE EXTINGUISHER CABINET SHTG SHEATHING STRUCTURAL v FP FIREPLACE SHH SHOWER HEAD 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE MAIN 1 FPS FIREPROOFING, SPRAYED SHC SHOWER CONTROLS OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT S1 GENERAL NOTES AND DETAILS 0 OIL 100' 0" \kA4.00Y FLR FLOOR (ING) Sim SIMILAR METAL APPROVAL PRIOR TO BEGINNING ANY SITE WORK. S2 FOUNDATION AND FIRST FLOOR FRAMING P LAN 00 Nvf FD FLOOR DRAIN Sc SOLID CORE 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE S3 SECOND FLOOR FRAMING PLAN r HEIGHT REFERENCE FTG FOOTING SPEC SPECIFICATON (S) CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, N SECTION REFERENCE FND FOUNDATION SQ SQUARE MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC.TO OBTAIN S4 THIRD FLOOR FRAMING PLAN 0 y FBO FURNISHED BY OTHERS STD STANDARD A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE FPHB FREEZE PROOF HOSE BIB ST STAIN INDUSTRY. S5 FOURTH FLOOR FRAMING PLAN PROJECT SUMMARY: Z FUR FURRED (ING) STL STEEL ■ ROOM NAME GA GAGE, GAUGE SD STORM DRAIN 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING S6 ROOF FRAMING PLAN 0 GALV GALVANIZED STIR STRUCTURAL Code: EASEMENTS OR SETBACKS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. International Building Code 2012 GC GENERAL CONTRACT (OR) TEL TELEPHONE g 1 GL GLASS, GLAZING TV TELEVISION Project Occupancy: R-2 REVISION REFERENCE ROOM NAME GYP GYPSUM BOARD THR THRESHOLD 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL-TYPE TUBS. MECHANICAL Construction Type: TYPE II-B - HB HOSE BIB T&G TONGUE AND GROOVE COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND MO.O MECHANICAL COVER SHEET Building Uses: Mixed Use: S-2, B, E, M, and R-2 HDW HARDWARE TOS TOP OF SLAB ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION. Fire Suppression: HDR HEADER TOS TOP OF STEEL HTG HEATING TOW TOP OF WALL M1 .0 SCHEDULES & SCHEMATICS Existing Intelligent Addressable Fire Alarm GRID W11 HVAC HEATING/VENTILATING/AC TB TOWEL BAR M2.1 FIRST LEVEL MECHANICAL PLAN Existing Fire Sprinkler System ISSUED FOR: DATE: HT HEIGHT T TRANSOM HC HOLLOW CORE T TREAD M2.2 SECOND LEVEL MECHANICAL PLAN SCHEMATIC DESIGN 12.20.11 GRID BUBBLE WALL TYPE REFERENCE HM HOLLOW METAL TYP TYPICAL HOR HORIZONTAL LINO UNLESS NOTED OTHERWISE M2.3 THIRD LEVEL MECHANICAL PLAN HOA PRESENTATION 1.26.12 HWH HOT WATER HEATER VB VAPOR BARRIER 1 INCL INCLUDE (D), (ING) VIF VERIFY IN FIELD M2.4 FOURTH LEVEL MECHANICAL PLAN PRELIMINARY PRICING 3.19.12 ID INSIDE DIAMETER VERT VERTICAL HOA RESPONSE 4.9.12 IBC INSTALLED BY CONTRACTOR VCT VINYL COMPOSITION COPY RIGHT RESERVATION TOV FINAL REVIEW 9.10.12 4 A8.1 2 11 IBO INSTALLED BY OWNER WC WATER CLOSET ELECTRICAL INS INSULATE (D), (ION) WP WATER PROOFING The drawings, specifications and other documents TOV FINAL RESPONSE 11.12.12 3 INT INTERIOR WWF WELDED WIRE FABRIC E2.2 LIGHTING PLAN UNIT 208 prepared by the Architect (Michael Suman Architect, JC JANITOR'S CLOSET W WIDTH, WIDE LLC) for this project are instruments of the Architect's BUILDING PERMIT 3.11.13 INTERIOR ELEVATION REFERENCE WINDOW TAG KIT KITCHEN WDW WINDOW E2.3 LIGHTING PLAN UNIT 308 service for use solely with respect to this Project and, LAM LAMINATE (D) WO WITHOUT unless otherwise provided in writing, the Architect shall be LAV LAVATORY WD WOOD E2.4 LIGHTING PLAN UNIT 309 deemed the sole and exclusive author of these LH LEFT HAND documents and shall retain,without limitation, all common law, statutory and other reversed rights, 33 STN- 1 TILE includin g copyright the hereof. No person,whether 2013 MICHAEL SUMAN ARCHITECT,LLC.ALL RIGHTS RESERVED. RECEIVED having come rightly into possession hereof or otherwise, DOOR TAG MATERIAL BREAK shall employ these documents on any other project, nor SCALE: for additions to this Project nor for the completion of this DRAWN: MDS By David Rhoades at 1:25 pm, Mar 27, 2013 Project by others, unless with the prior express written consent of the Architect and upon appropriate compensation to the Architect in an amount and kind PROJECTA 901 satisfactory to the Architect. The Architect expressly SHEET TITLE: COVER SHEET OWNER: ARCHITECT: CONTRACTOR: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: ELECTRICAL ENGINEER: LIFE/SAFETY ENGINEER: nlconfdepncoeford sign rights onnstruacltonlpurposesof 208 JAVIER BARRIOS SUMAN ARCHITECTS SIRE BUILDERS, INC. KRM CONSULTANTS, INC RADER Engineering, Inc. ARCHITECTURAL ENGINEERING DESIGN GROUP, INC. BCER ENGINEERING, INC. this Project as noted. These materials may not be 209 JORGE ESTEVE 141 EAST MEADOW DRIVE,SUITE 211 P.O. Box 6376 970.949.9391 P.O. BOX 8610 1900 WAZEE STREET,SUITE 255 5420 WARD ROAD, SUITE 200 copied, modified, nor employed in any way without the 309 LUCILA DE LA LAMA VAIL, COLORADO 81657 Vail, CO 81658 CONTACT: Kim McGhee Avon, CO 81620 DENVER, COLORADO 80202 ARVADA, COLORADO 80002 specific prior written consent and permission of the 970.471.6122 970.845.6359 EMAIL: kim@krmconsultants.com P: 970.845.7910 P: 303.296.3034 303.422.7400 Architect. CONTACT: MICHAEL SUMAN CONTACT: Bryan Houle CONTACT: Jeff Mullikin CONTACT: Steve Rondinelli A01F 0 EMAIL: michael@sumanarchitects.com CONTACT: STEVE ELICKER EMAIL: BryanH @raderengineering.com EMAIL:jmullikin @aedesign-inc.com EMAIL:Srondinelli@bcer.com @ 2013 Michael Suman Architect, LLC. All rights reserved. EMAIL: sieve @srebuilds.com 15 16 17 18 5-5 " 8'-5 16'-ICK" O Q y� Z oc)now o EXIT I I I I STAIR N o b (] ti I I I N L Q' U C3 0 I I I O - - - - - - - - - - -- C 7 H L /J - 'E § z STORAGE D 0 Lo p Ir �/ I I I � Y� l D r - - - - - - � - - - D � Ccc� W N U I N 0 I I I I I I I I E I I I I 13 13A 14 14A O O O 1 2 3 4 5 6 7 8 9 10 11 12 I I I I RENTAL SHOP O Z STORAGE RECEIVING ID I I I I I I I I I I I I I I I O I Q J /0 V F' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F' n N O G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > W o TRASH I /R I I O I I I I I I I I f�i n BREAK ROOM co b I I I I I ELEC I I I I I I MECHANICAL EQUIPMENT ELEC. N o O D r RESTOROOM ELEC JANITOR b 0 N a METERS W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I Z RESTROOM 2 R ® - `5 > o SKI SCHOOL EXISTING > Q MANAGER 0 Lf z PARKING GAGE '+ Mj W n N ASSIST - - - - - - - - - - K ADMIN EXISTING r ° O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L SKI SCHOOL I _ I I I I I I SUPERVISORS 0 HALLWAY I a I I I I a INSTRUCTOR CHECKOUT PHONE EXTRA CENTER O ISSUED FOR: DATE: _� § SCHEMATIC DESIGN 12.20.11 I — — — — — — — — — N HOA PRESENTATION 1.26.12 SALES PRELIMINARYPRICING 3.19.12 TICKET Q _ _ _ — — — — — — — o HOA RESPONSE 4.9.12 STORAGE LOCK-UP COPY 0 ROOM O TOV FINAL REVIEW 9.10.12 SUPERVISORS AREA li,1–']\—,]"�'],--'I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 I TOV FINAL RESPONSE 11.12.12 TENANT 14'-0" 14'-0" ,4'-0" 14'-0" STORAGE § BUILDING PERMIT 3.11.13 o 10 11 12 13 14 I I I I I I I I I TICKET SKISCH OL AREA CALCULATION SUMMARY: UPERVISOR SUP OR 5,966 sq ft o SCAN SALES SUP SIR GRFA COMMERCIAL Comm O 10 SKI Q GARAGE LEVEL 0 SID FT 55,966 SID FT P - - - - - - - - - P © 2013 MICHAEL SUMAN ARCHITECT,LLC. HALLWAY ALL RIGHTS RESERVED. schiooL o FIRST LEVEL 2,047 SID FT 14,307 SID FT SCALE. 114"= 1'-0" SECOND LEVEL 12,116 SID FT 0 SID FT EXIT Q - - - - - - - - - - - - - - THIRD LEVEL 12,194 SID FT 0 SID FT so I !? DRAWN: MDS REBECC SCAN FOURTH LEVEL 2,424 SID FT 0 SID FT MANAGER TOTAL. 28,781 SID FT 20,273 SID FT OUTDOOR _ _ _ - - - _ _ _ - R PROJECT#: 901 TICKETING ADVANCED 0 CASH/AUDIT rICKETTSSALES SHEET TITLE: FLOOR PLAN O 5'Sy" 8'-5Y4` 16'1CX" VESTIBULE I I V ULT I I I I [LFLFLIL EXISTING GARAGE LEVEL PLAN 15 1s ,7 ,6 I o �-oSCALE: 1/8" = V-0" s - - - - - - - - - - - - - - - - - 0 1'6' 6-9%" 10'-7X.- 14'-T' 22'-1' 14'-72' 1.1 1.5 2.3 3.2 4.9 5.9 6.6 7.2 x • 14". 14'-0" 14'-0" 14'-0" 1 2 3 4 5 6 0 8 9 15 16 17 5'-5 " 8'-5 16, „ O 18 z 00° o - - - - - - - - - - - - - A 2 ( N '�► Q U A ' SEXIT ( I I II E o 10 u 1,130 sq ft § `� 0 COMM a L RETAIL 8 U o I I I I o I I E Lo IE 4 -p Ir I I I Y� OC ^ U W Cq U 549 sq ft COMM RETAIL 7 \y I I D I I I 13 13A 14 14A 1 2 3 4O 5 6 7 8 9 10 11 12 769 sq ft COMM O I RETAIL 6 0 J N J o j I- — - - ❑ - - - - - - - - - - - - - - ❑ ❑ ENTRY I QQ Lu m LOBBY / 92 V LLL il I 3,507 sq ft 588 sq ft 1,069 sq ft 480 sq ft BEDR IoM1 Z 0D n COMM COMM COMM COMM _ _ J M b I I RETAIL 1 RETAIL 2 I RETAIL 3 RETAIL 4 RETAIL 5 I I BATH 1 0 0 0 0 0 0 II N C 1,288 sq ft II b r N COMM BEDROOM2 O Q o <I II Q N II W I BATH 2 uj Z - - - - p - - - 9 ° El - - - - - - I N `7 J �\ MEN'S RM �,WOMEN'S RM LOBBY 949 sq ft -'a EMPLOYEE UNIT > 0 GRFA O 0 Ell J' - - - - - - - - - - - - - - - - - - - - - - - - - O W (i o m � I I n 0 EXIT I I i STAIR I I I I I I I I I I I v I I I I I I I I I I I I I OFFICE - 4,945 sq IL 7 Comm f t RETAIL-GARF'S b ENTRY I I I I I I I I I I I I I ri ISSUED FOR: DATE: a SCHEMATIC DESIGN 12.20.11 N - - - - - - - - - - - - _ _ _ _ _ _ _ - - - - - - ® - - - - - - - N HOA PRESENTATION 1.26.12 I II II II II II I I III III PRELIMINARYPRICING 3.19.12 III III III I o - - - FF7L== —— — _— o HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 L J J L - - - - - - - - J L - - - - - - - - � - - _ — _ —_ - - � L-L - — — — — _ GRFA 1,098 sgft II TOV FINAL RESPONSE 11.1212 UNIT 101 § BUILDING PERMIT 3.11.13 10 IS AREA CALCULATION SUMMARY: II GRFA COMMERCIAL GARAGE LEVEL 0 SQ FT 5,966 SQ FT O - -- - - - - - J F © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. FIRST LEVEL 2,047 SQ FT 14,307 SQ FT SCALE. 114"= 1'-0" SECOND LEVEL 12,116 SQ FT 0 SQ FT EXIT a - - - - - - - - - - - - - - - - - - - - - - - - THIRD LEVEL 12,194 SQ FT 0 SQ FT STAIR DRAWN: MDS FOURTH LEVEL 2,424 SQ FT 0 SQ FT o TOTAL. 28,781 SQ FT 20,273 SQ FT R _ - _ _ - - - - R PROJECT#: 901 ss3° 8-5� 6-1 EXISTING FIRST LEVEL PLAN SHEET TITLE: FLOOR PLAN 15 1s 17 16 �-lSCALE: 1/8" = 1'-011 1'b" 6'-9 10'-7Ya" 14'-T' 27-1" 14'-7yz" 9'-4" 10'-4" 7'-U' 1.1 4.9 5.9 6.6 7.2 • 14'-0" 14". 14'-0° 9 14"Y' 14'-0" 14'-0' 14-0' 1 2 0 4 5 6 7 8 9 15 16 17 18 5-5 " 8'-5 16'-ICK" O Q y� Z 0c)now O - - - - - - - - - - - A = � of a OU U3 N M I I I I 4 d7 836 sq ft E GRFA ;o ° UNIT 201 q v u LIVING ROOM a v � 0 I" .0 Q U C3 0 (D- u E Lo 4 0 p Ir I I � Y� D 03 U W Cq U 4 I I I I J- 1,119 sq ft Q 13 13A 14 14A GRFA UNIT 202 1 O 5 6 7 8 9 10 i t 12 LIVING ROOM I I I I I I I I I I I I I I 0 Q O - - - - - - - - - - F o O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O +n V EXISTING FLAT ROOF O N Lu CORRM OR o Z a 872 s ft 1 101 s ft 1,189 s ft 853 s ft z CC q q q q 00 GRFA BED GRFA GRFA GRFA _ _ J O a UNIT 209 ROOM UNIT 210 UNIT 211 UNIT 212 -, M LIVINGOROOM - LIVINQG-R ® - LIVING ROOM - - - - 0 - - LIVING ROOM -CO 0 MMO N C Oo MMO N ELEMENT ELEMENT yr j I DINING ® ROOM ALL z=- - - - - - - - 0 BATO ®O _17 R BATH BATH R BATH ROOM ROOM � Z O N_Z G J go 0 764 GR Aft a O _j L_ , I ® KITCHEN UNIT 203 ® 0 I LIVING ROOM E COM—COKR pOF� — — — — — - — — — CORj�pF� - — — — — e_ �/ Lu OO O V V X,�ST �5- � � W n Ll 0 EXIT DINING KITCHEN STAIR ROOM BATH Q r � ROOM O 0 O L - — - - - - - - - - - - ®® - ®® - - - - - - - - - - - - - - - - - 77 1 I I I I I I I I L_J 1,128 sq ft 773 sq ft 1,447 sq ft GRFA GRFA GRFA a I I I UNIT 207 UNIT 206 UNIT 205 LIVING ROOM LIVING ROOM LIVING ROOM FLAT ROOF 846 sq ft BED BELOW ROOM — GRFA o - - - - - - - - - M UNIT 208 LIVING ROOM\\ I I I \\ I I I I I I I I I I I \ ISSUED FOR: DATE: SCHEMATIC DESIGN 12.20.11 - - - - - - - - - - - - - - - - - - - - - .N HOA PRESENTATION 1.26.12 I PRELIMINARYPRICING 3.19.12 - - - - - - - o HOA RESPONSE 4.9.12 1188 sq ft TOV FINAL REVIEW 9.10.12 GRFA TOV FINAL RESPONSE 11.12.12 UNIT 204 LIVING Roots § BUILDING PERMIT 3.11.13 10 11 12 13 14 I I I I I I I I I I I AREA CALCULATION SUMMARY: GRFA COMMERCIAL /� GARAGE LEVEL 0 SQ FT 5,966 SQ FT I P - - - - - - - - - - - F © 2013 MICHAEL S RESERVED. ARCHITECT,LLC. �J � ALL RIGHTS RESERVED. FIRST LEVEL 2,047 SQ FT 14,307 SQ FT SCALE. 114"= 1'-0" SECOND LEVEL 12,116 SQ FT 0 SQ FT THIRD LEVEL 12,194 SQ FT 0 SQ FT DRAWN: MDS FOURTH LEVEL 2,424 SQ FT 0 SQ FT m TOTAL. 28,781 SQ FT 20,273 SQ FT _ _ _ _ _ _ - � - - R PROJECT#: 901 SHEET TITLE: FLOOR PLAN I EXISTING SECOND LEVEL PLAN 15 1s 17 16 - - -' - - - - - - - - - - - - - - - - - - - - �.2SCALE: 1/8" = V-011 1'6' 6'-9y4" 10'-7Y," 14'-T' 27-1" 14'-7X' 9'-tY'. 9'-4" 10'-4^ T{y' le 4.9 5.9 7.2 Xlm2 14'-0" 14". 14'-0° 14". 14'-0 6.6" 14"C' 1 2 3 4 5 6 7 8 9 15 16 17 18 5-5 " 8'-5 16'-ICK" O Q y� Z oc)now O - - - - - - - - - - - A = � of a OU U3 N M I I I I 4 751 sq ft , a d7 UNIT 301 GRFA o N LIVING ROOM § I" .0 Q' U C3 0 - - - - - - - - - - C (D- L) E 4 0 p Lo - - - - - - - - - D 2 c1 U � W � U EXISTING iI _ FLAT ROOF BELOW z? a ( I I 1,119 sq ft Q 13 13A 14 14A GRFA UNIT 302 1 O 0 O 6 7 8 9 10 i t 12 LIVING ROOM EXISTING C FLAT ROOF BELOW Q I I I I I I I I I I I I I Q O O – – – – – – – – – – – – – – – – – – – O 0 V EXISTING O N FLAT ROOF IF — I — — I — — —IF I — I — — — I — I BELOW CORRIDOR > uj C, I ° Z a 872 s ft 1 186 s ft 1 186 s ft 849 s ft q q q q z 00 GRFA GRFA GRFA GRFA H J O a UNIT 309 UNIT 310 UNIT 311 UNIT 312 M LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM N O b r z N /\ BED ROOM / '\ / / '\ COMMON COMMON Q ELEMENT ELEMENT I Fr ROOM Ll– O – • – = ®l G ° ATH O ® O O I – – – – J J z O O O J 764 sq ft 17 a o � o � L-jLFL:jL a GRFA I I > D UNIT 303 KITCHEN LIVING ROOM Lf z ° COMMON COM ON — —CDKKIDOK La BATH EXIT DINING KITCHEN ROOM STAIR ROOM ° ' ®® Im 0 O L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - O 1,128 sq ft 858 sq ft 1,447 sq ft GRFA GRFA GRFA a I I I UNIT 307 UNIT 306 UNIT 305 LIVING ROOM LIVING ROOM LIVING ROOM BED 846 sq ft ROOM I I GRFA FLAT ROOF \ BELOW UNIT 308 LIVING ROOM\\ I I I \\ I I I I I I I I I I I \ ISSUED FOR: DATE: IFSCHEMATIC DESIGN 12.20.11 – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – N HOA PRESENTATION 1.26.12 I Ec PRELIMINARYPRICING 3.19.12 - - - - - - - - o HOA RESPONSE 4.9.12 1,188 sq ft TOV FINAL REVIEW 9.10.12 GRFA TOV FINAL RESPONSE 11.1212 UNIT 304 14-0' 14-0 14'-C' �4-0 LIVING Roots § BUILDING PERMIT 3.11.13 10 11 12 13 14 I I I I I I I I I I I AREA CALCULATION SUMMARY: GRFA COMMERCIAL /� GARAGE LEVEL 0 SQ FT 5,966 SQ FT I P – – – – – – – – – – – F © ALL RIGHTS RESERVED.2013 MICHAEL SUMAN ARCHITECT,LLC. �J I FIRST LEVEL 2,047 SQ FT 14,307 SQ FT SCALE. 1/4"= 1'-0" SECOND LEVEL 12,116 SQ FT 0 SQ FT THIRD LEVEL 12,194 SQ FT 0 SQ FT DRAWN: MDS FOURTH LEVEL 2,424 SQ FT 0 SQ FT m - TOTAL. 28,781 SQ FT 20,273 SQ FT _ _ - � - - R PROJECT#: 901 SHEET TITLE: FLOOR PLAN 5 S 8'S 16'-lOYz" I EXISTING THIRD LEVEL PLAN 15 1s 17 16 SCALE: 1/8" = V-011 1'b" 6'-9y4" 10'-7Y," 14'-T' 27-1" 14'-7X1 9'-IY,'1 9'-411 1014, T{y' 1.1 4.9 5.9 6.6 7.2 • 14'-0" 14". 14'-0° 9 14'-0" 14'-0" 14'-0' 14-0' xi 1 2 3 4 5 6 7 8 9 15 16 17 18 5-5y" 8'-5 16, „ O Q y� Z co now [r O - - - - t - - A = � of a OC_� U3 N M II IT I I O - - - � I II N N E II o I b u u iI ® N IF a U II 0 II I � I I OJ U E I .' L7 1 - - - - - - -------- - --f p I11,I 1 I 10 OD - - - D CL1 W Cq U N 0 EXISTING I C/7 ` FLAT ROOF BELOW I I I II I II — — — — — — — — — — — —I — — — ----- ---- E I E 1I II I 13 13A 14 14A I I I 1 3 4 5 6 7 8 9 10 it 12 i EXISTING I O FLAT" LAT ROOF -- - - -- -4-4- -- - - - -- - - - BELOW - -- - - -- - - - 0/� V EXISTING a FLAT ROOF O- - - - - - - - - Lu G - - —I- - - - _ - - - - - - - _ - - _- - - - - - - - _ - - - - BELOW - / > c� a I Z 00 / O a \V n Z N \ OPEN TO / OPEN TO \ OPEN TO / OPEN TO I Y/ / BELOW \ BELOW \ BELOW / BELOW Z ., z 3J8 ft 3 3sgft J o 239 sq ft BATH BATH BATH q 3 3 sq ft - - - GRFA RO ROOM oM RFA RFA RFA ? UNIT 310 UNIT 311 UNIT 312 O O I J UNIT LOFT9 LOFT LOFT LOFT D O 0 D D D BATH I 49 ® o RD I I > II i 228 sq ft 275 sq ft 275 sq ft 243 sq ft V V W G RFA-- - GRFA GRFA UNIT 308 UNIT 307 UNIT 306 UNIT 305 M�M LOFT LOFT LOFT LOFT I W D D D D 11 n K T I I I I I I I I II _ 1 � O L - — - - - - - - - - - - - - - - I - L fA V \ \ I — — — — — — — — — — — — — — — — — — — — — — — — — — — — 00o— z o_ _ — — — — — — 00, — — — — — — — — — — — — — — I a v�/ I b FLAT ROOF V A. / V /\ V / \ \\ BELOW I I I I ISSUED FOR: DATE: N I SCHEMATIC DESIGN 12.20.11 - - N HOA PRESENTATION 12612 PRELIMINARYPRICING 3.19.12 IIIIIIIIII IIIIIIII hil I I I 1 11 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 L L--- - - - TOV FINAL RESPONSE 11.12.12 I b _ 14� 14"C' 4-0° 14", 14'-0" 14'-0" I I II- BUILDING PERMIT 3.11.13 10 11 12 13 14 j I I I I I I I I I AREA CALCULATION SUMMARY: IF GRFA COMMERCIAL 1 1 GARAGE LEVEL 0 SQ FT 5,966 SQ FT - - - - - - - 44w- - F © 2013 MICHAEL SUMAN ARCHITECT,LLC. 444 ALL RIGHTS RESERVED. FIRST LEVEL 2,047 SQ FT 14,307 SQ FT I SCALE. 114"= 1'-0" SECOND LEVEL 12,116 SQ FT 0 SQ FT 11 THIRD LEVEL 12,194 SQ FT 0 SQ FT II DRAWN: MDS FOURTH LEVEL 2,424 SQ FT 0 SQ FT II TOTAL. 28,781 SQ FT 20,273 SQ FT _ - _ _ _ - R PROJECT#: 901 SHEET TITLE: FLOOR PLAN 5'Sy" B,-5Y4" 16'-1qY" I EXISTING FOURTH LEVEL PLAN 15 16 17 18 ttL Lu — — —' — — — — — — — — — — — — — — — — — — — O X1.4 SCALE: 1/8" = V-011 — 1'b" 6'-9y4" 10'-7Y," 14'-7' 27-1" 14'-7X' 9'-tY," 9'-4" 1014, T{y' 1.1 1.5 2.3 3.2 4.9 5.9 6.6 7.2 X1m4 14'-4" 14". 14". 14'-0° 14"Y' 14'-0" 14"o, 1 2 0 0 0 6 7 0 0 15 16 17 18 5-5y. 8'-5 16'-ICK" O Q y� Z �now [� — Q a A 46 sq ft - - A U- U u cm M C) amw II SITE COVERAGE Gj I O — — — — 6 N E Cy o b U ® N - h L Q U I I � C - I C n II L I V E I I p C I L7 0 p Ir I Lo II I I I O - - - D OD I � 3 Cq U I 0 EXISTING FLAT ROOF _ BELOW I I I I I I II I 1111-1 1-1 1 11 - - - - - - - - - - - - - - - - I II LV II Q �+ 13 13A 14 14A I a 0 ; 1 O 3 4 5 6 7 8 9 10 it 12 0Q EXISOF TING - I W O FLAT" LAT RO ■_ -- - - - -- - - BELOW - -- - - -- - - - 1- ■M� - - -- - - - - - - - - - - — - r - - -- - - - - - - - - - - -- - I li I f li O F O I I II I I V XISTING N FLEAT ROOF o G - - _ - - - - - BELOW - I > uj I I v Q z I Hip I — o0 LL M C04 r N I b ■ II Lu WZ v Z O -- - J Z II W J II Q > o �/ n ID II I I I I I I W � UNIT 305 TERRACE - - - -- - - - - - -- - - - - - - -- - - - - - - - - - - -- - - - - - -- - - - - -- - - - - - - - - - - - - - D II � V ® Lu W I II II � m UNIT 309 UNIT 308 UNIT 310 UNIT 307 UNIT 311 UNIT 306 UNIT 312 n TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE I OK T I I I r O L - — - - - - - - - - - - - - - - - - - - - - - - I - L II r I O I b I I II I II I a FLAT ROOF - - -- - - - - I - M BELOW II I \\ I I I I I I I ISSUED FOR: DATE: SCHEMATIC DESIGN 12.20.11 — — — — — — — —— — — — — — I HOA PRESENTATION 1.26.12 I i PRELIMINARY PRICING 3.19.12 — Oo HOA RESPONSE 4.9.12 I I I I TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 14� 14'-0' 14-0' 14-0° 1a-0 4-0' BUILDING PERMIT 3.11.13 a � - 10 11 12 13 14 I I I SITE COVERAGE CALCULATION SUMMARY: I I 23,157 sq ft OVERALL 23,157 SQ FT SITE COVERAGE SOUTH STAIR 82 SQ FT 1 P - - - P © ALL RIGHTS R S RESERVED. ARCHITECT,LLC. �../ ALL RIGHTS RESERVED. NORTH STAIR 46 SQ FT SCALE. 1/4"= 1'0" BALCONIES 116 SQ FT r a - - - - - - - - - - - - - - - - - - - - TOTAL SITE COVERAGE: 23,401 SQ FT 82 s ft DRAWN: MDS I I_I q e= II SITE COVERAGE � I PROJECT#: 901 s'sy" B-5Y' 6_,Iy SHEET TITLE: ROOF PLAN I I I I I I I I EXISTING ROOF PLAN ul SCALE: 1/8" = V-011 1'6' 6'-%'- 10'-7Y," 14'-7, 22'-1" 14'-7 z, 9'-1 i. 9,4- 1014, T-0" le 7.2 X1m5 14'-4" 1 14". 14'-0" 14'-0" 14'-0" 14'-0" 1 14'-0' 14-0' 1 2 3 4 5 6 7 0 0 0 o y� O O 3 4 O O O z 't c a co - U cn N e M I I I I I I S L Q a U N Q. U F' 0 v Z a IE Lo cc cc r N 0 BED ' w U o UNIT 209 ROOM UNIT 210 N LIVING OM LIVING OM F.P. DINING O ROOM HALL 0 ® Q BATH - R M BATH O OL ]o ROOM OO 1 ® ® > z X3.1 a Z KITCHEN j 00 � � M COMMON y o - � r z N W uj Z E TING ® Z UP UNIT ELECTRICAL ® STEAM ® O PANEL S WEIR J Z J EXIT u DINING R ROOM KITCHEN O Q S A o 00 0 0 D > CPT TILE BATH a L Z DN o o ROOM o o p o . oo 0 W I W Im U) EXISTING SECOND LEVEL PL N ,% ° X2.2 SCALE: 1/4" = 1'-O EXISTING SATELLITE DISHES TO BE REMOVED AND RELOCATED UNIT 207 LIVING ROOM O o BED F.P. - �o FLAT ROOF ROOM BELOW I I O I UNIT 208 ISSUED FOR: DATE: \ LIVING ROOM \ SCHEMATIC DESIGN 12.20.11 \ HOA PRESENTATION 1.26.12 \ T.O.SLAB \ EL: 114'-l" PRELIMINARYPRICING 3.19.12 \ � O HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 o c� BUILDING PERMIT 3.11.13 2013 MICHAEL SLIMAN I I I I I I © R SERVED.RCHITECT,LLC. ALL RIGHTS SCALE. 114"=1'-0" DRAWN: MDS PROJECT#: 901 SHEET TITLE: FLOOR PLAN I 0 1 1 X2,F2 X4.1 X3.2 I I I I I I 0 o y� O O 3 4 O O O z 't c a co - U cn N e M I I I I I I S L Q a U N Q. U F' 0 . v Z a IE Lo cc cc ' ^ U F.P. w N U o UNIT 309 UNIT 310 N > LIVING ROOM LIVING ROOM ABANDONED FIREPLACE Of 0 FLUE FROM BELOW BED /�uP \ ROOM /SUP\\. O DINING UNIT ELECTRICAL O ROOM PA EL HALL O Q ---BATH p R M� 0 j C Lu1 ® ® > z X3.1 O Q Z cc I ® KITCHEN I 0 0 = . COMMON y o R r z N 00 � o o W Z a UNIT ELECTRICAL ® ® O PANEL J Z EXT DINING BATH J IR ROOM KITCHEN ROOM Q STA > � LfF DN WOOD TILE O O O O 0 o . oo O W —j EXISTING THIRD LEVEL PLAN SUP 0 X2.3 SCALE: 1/4" = 1'-0" I I I I I I Z UNIT 307 LIVING ROOM EXISTING WOOD O STOVE BED • ROOM O I I I I F.P.I FLAT ROOF ' BELOW UNIT 308 ISSUED FOR: DATE: \ LIVING ROOM \ SCHEMATIC DESIGN 12.20.11 \ HOA PRESENTATION 1.26.12 \ T.O.SLAB \ EL: 123'-2" PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 o c� BUILDING PERMIT 3.11.13 2013 MICHAEL SLIMAN I I I I I I © R SERVED.RCHITECT,LLC. ALL RIGHTS SCALE. 114"=1'-0" DRAWN: MDS PROJECT#: 901 SHEET TITLE: FLOOR PLAN I 0 1 1 X2,F X4.1 X3.2 I I I I I I 0 o y� 1 02 3 4 O 6 7 z co O U cn cm e a M - - - - - - - I I L I I fl N N Z 0% U F' co I I I I I y v \ / \ R Lo / IE cc 0 0 N U Pi#1 1 1 1 1 1 1 1 1 111 \ OPEN TO ' OPEN TO BELOW BELOW 6DN / DN 71 / 0 . oc 0 j BATH; BATH BATH 0 ROOM ROOM OM = r UNIT 309 UNIT 310 J Lu m ° 1 LOFT \ ' D > G X3.1 O 0 a z cc n T.O.SLAB J O EL: 132'-4" n N O r N D V� — — — — — W Z O I I I I = �- UNIT 308 UNIT 307 LOFT LOFT 0 UNIA M D -JUV UN I INd UNI I 31U L? OIL T.O. SLAB a ® o co i EL: 132'-4" > Q OIL 1.0. DECKING Lf, z EL: 133'-2" 00W � L - - - - - - - - - - - - - - - - - m I I I I I I n EXISTING FOURTH LEVEL PLAN DN / \ DIN 0-j X2.4 SCALE: 1/4" = 1'-0" / \ I I I I X / \ J N FLAT ROOF OPEN TOE / OPEN TO BELOW BELOW BELOW \ ISSUED FOR: DATE: SCHEMATIC DESIGN 12.20.11 \ \ / HOA PRESENTATION 1.26.12 \ / PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 BUILDING PERMIT 3.11.13 2013 MICHAEL SLIMAN I II I I I I ' c„ © R SERVED.RCHITECT,LLC. ALL RIGHTS N N SCALE.- 114"= 1'-0" DRAWN: MDS I IL I I PROJECT#: 901 — — - - - - — — - - — — — — — — — — — SHEET TITLE: FLOOR PLAN I I 0 1 1 X2,F4 J L I X4,1 X3.2 I I I I I I 0 o y� 1 02 3 4 O 6 7 z co - U cn cm e a M S L � fl I r°. L — — - - — — - - - — — - - — I — — — - - — — co I I I y v I I ; Lo cc cc 0 r N I w II I I I I II I I I I a I I I hill I I I I I I I I I II I I I I I I. I O j O V J C II a Lu > z X3.1 — z Q r M I I n H O r z N Lu r ' N rs UNIT 309 m UNIT 308 UNIT 310 I I J Z M TERRACE TERRACE TERRACE ch D D > O L6 L z O I v La V I I II II _ I II m `T F EXISTING ROOF PLAN ° X2.5 SCALE: 1/4" = 1'-0" I � I I o W ' V _I N . I FLAT ROOF BELOW ISSUED FOR: DATE: SCHEMATIC DESIGN 12.20.11 \ I I I \ HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 \ HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 op CN BUILDING PERMIT 3.11.13 2013 MICHAEL SUMAIN I II II I II I I © ALL RIGHTS RESERVED. RCHITECT,LLC. SCALE.- 114"= 1'-0" DRAWN: MDS I I PROJECT#: 901 — — - - - - — — - - — — — — — — — — — SHEET TITLE: ROOF PLAN I m � F7 w_ m IE I I I I I I Z oc)a. now , Q O U c) cm e — M I I NE N 0 N I I I a U 0 EXISTING WING WALL AND GLAZED OPENING 0 v EXISTING DECK 13EYOND Ln cc T.O. SLAB I I cc EL: 132'-4" N Q Lu U IN. m 0 N T.O. SLAB EL: 123'-2" Lu 0 0 0 J 0 V n o � M T.O.SLAB ; •�/ EL: 114'-l" a Z � n J � ......... NNE" EXISTING FLAT ROOF ENTRY W W Z • . . STRUCTURE TO REMAIN = ` •... - Z �:- 1 EXISTING WEST ELEVATI®N . X3.1 SCALE: 1/4" = 1'-0.. ' AL ISSUED FOR: DATE: SCHEMATIC DESIGN 12.20.11 HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 BUILDING PERMIT 3.11.13 © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE. 114"= 1'-0" DRAWN: MDS PROJECT#: 901 WL SHEET TITLE: ELEVATION 0 o y� Z oc)= a O U c) cm e — M � fl La U U ® N Q' U 1 i E 7 0 L U_ ' fl p Ir IE :E L] 03 OIL T.O. SLAB ' p N U EL: 132'-4" — — - — — — — — I w — OL 0 N a T.O. SLAB If EL: 123'-2" j t t 1� t Q 0 J o. Q V n J p Lu o OIL T.O.SLAB EL: 114'-l" Z Q a, r W 1 'Y s .,E.• P c S7 N f 'a W W Z 0 - Z FM 4d Q s: 1' t _ _ fe •1 , 1 t• r 'A Y1} R _I Y s u� 's• L .. r lr !. rS•Y i� V •Y' , •1 _JI Ohl•" srtPr� . 4 r Y T.. , ! _ La .a '�err, r .:` yF,.►' ,� 'w. far �i , .R�. .`".�� r`i - ` ,�' �. ..,,� W +i I' d n •! r r` S. E, •R' i r i. ar. •P r• 'I Al •r 'f.r t. & •1 � <; ��. +'fir r, N•r,:. .kr _ •� � � � r. 1. _ ._ . .. t' c rr r. � .�vw` '1 4'.' .r •fpia r` s"f -1 r' r i t H' :d� k x F ••T'_r ■ Y�. r a b' 'k J• jJ .. �• 5 ,4 r• 'i• ,mss•.r s E' '�• '•E -�! f � .J' � F 1'! 1 v •4' 1 i r/ n .rs.• •r• fP w r r ll �r Y �'f' x•• ','Y •6 r 1� ' r •r" �o 1 +` c r•r^• IL R 'S, 'l ISSUED FOR DATE: , - _ r r �a r. SCHEMATIC DESIGN 12.20.11 HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 EXISTING SOUTH ELEVATION HOA RESPONSE 4.9,12 X3,2 SCALE: 1/4" — l'-Q" TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 BUILDING PERMIT 3.11.13 © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE. 114"=1'-0" DRAWN: MDS PROJECT#: 901 SHEET TITLE. ELEVATION 0 ci y� z oc)= a U- cm U c,0 e M 0 �a U ti N L Q' U C3 0 7 H / L U / / 0 \ u7 cc wN o 9 p BEDROOM I E / D 4TH LEVEL T.O. SLAB ei EL: 132'-4" / / / / / N LIVING ROOM D O STAIR Q OIL 0 O 3RD LEVEL T.O. SLAB J _ _ O EL: 123'-2" V n o > LLI o = I I I I I Z Q i n o n N O r N OIL 2ND LEVEL T.O.SLAB - a EL: 114'-l" Lu Z STAIR = D Z O � I I I I I I Z J ® — Q � > LfF v I I I RESTAURANT I I I I p W D j m n T � I O Im U) J I I I I I 1ST LEVEL T.O. SLAB EL: 100'-1/2" I I COMMERCIAL ISSUED FOR: DATE: SCHEMATIC DESIGN 12.20.11 HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 OIL PARKING LEVEL T.O.SLAB EL:88'-61/2" TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 BUILDING PERMIT 3.11.13 2013 MICHAEL SUMAN EXISTING SECTION © ALL RIGHTS RESERVED.ARCHITECT,LLC. X4.1 SCALE: 1/4" = 1'-0" SCALE. 114"= 1'-0" DRAWN: MDS PROJECT#: 901 SHEET TITLE: SECTION X4,F I 15 16 17 18 5-5 " 8'-5 16'-ICK" O Q y� Z oc)now O - - - - - - - - - - - A = � of a OU U3 N M UNIT 201 I I I I 4 N LIVING ROOM § N L Q' U C3 0 I I I H I I � V E Lo IE a -p R I I I Y� 03 U W � N U I I ,N• � 0 I I I I I I 13 13A 14 14A O O UNIT 202 4 1 O 5 6 7 8 9 10 11 12 LIVING OM 10 O I I I I I I I I I I I I I I I 0 Q - O/� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O V ft N j O \/O"-- N/ \�l CO RIDOR W COMON I o a Z I I I I I I I I I I I I 00 BED — — O H a UNIT 209 ROOM UNIT 210 UNIT 211 UNIT 212 M LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM N O b r N COMMON COMMON I I I ELEMENT EL TOR ELEMENT I L _ 0 o Lu La = Z N I — — — — DINING ®®— — I — — — I — — — — —I O I — — I — I— — I — — — — O � 7q 0 ROOM " ® BATH O R M ROOM ROOM O R O O D BATH O D O ®BATH BATH J Z � Q O IT LEJ 0 3 I UNIT 203 00 rq Lol KITCHEN Lf 00 � I LIVING ROOM z ® COM ON — — — COM—COKR ppF� — — — — — COR�j�OF� - — — — — — e_ �/ O La EXIT DNING ❑� V STAR RIOOM KITCHEN sue zos 0 BATH O® ROOM Q O ®O r L — — — — — — — — — — — — 00 zo7 r ® O NEW CLOSET i II I I I UNIT 207 UNIT 206 UNIT 205 - LIVING ROOM LIVING ROOM LIVING ROOM a NEW BED BATHROOM � ROOM 2oz I I I UNIT 208 LIVING ROOM \ ,.....--- 172-04-1 \\ I I I I I I I I I I I I I \ ISSUED FOR: DATE: NEW SCHEMATIC DESIGN 12.20.11 BEDROOM - - - - - I zol — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 I I TOV FINAL RESPONSE 11.12.12 UNIT 204 14'{p 14'-0" 14'-0" Iq'-0" ,a'-0" LIVING ROOM BUILDING PERMIT 3.11.13 b — O 10 11 12 13 14 I I I I I I I I I I I I 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE. 114"= 1'-0" 0-1- - - - - - - - - - - - - - - - - - - - - - - - - O DRAWN: MDS m _ _ _ - � - - R PROJECT#: 901 SHEET TITLE: FLOOR PLAN PROPOSED SECOND LEVEL PLAN 15 1s 17 16 �.2SCALE: 1/8" = 11-011 1'6' 6'-9Y4" 10'-7Yn" 14'-7' 22'-1" 14'-W' 9'-lY," 10,x., T-y' 1.1 1.5 2.3 3.2 4.9 5.9 9 9 Iff2 14'-4" 14'-0" 14". 14'"T 14'-0" 14'{S' 1 2 3 4 5 6 7 8 9 15 16 17 18 -Si• 16'_14 z'• O Q �� Z oc)now O - - - - - - - - - - - A U U3 N i. Q UNIT 301 I I I I 4 O � 6 �a U ti LIVING ROOM e I I I I h®. L Q' U C3 0 I I I I H I I � V E Lo IE a -p R I I I I Y� cc L-1 N U N 0 4 I I I I I I I 13 13A 14 14A UNIT 302 1 (D O 4O 5 6 7 8 9 10 11 12 LIVING OM Q 0 I I I I I I I I I I I I I I I I Q I I /0 COMONG - - - - - - - - - - - - - - - - - - - - - - - - - - - - RI CO DOR uj BED I I a I I I I I I I I I I I I I 0 I I Z Q II ROOM J O a UNIT 309 I UNIT 310 UNIT 311 UNIT 312 I LIVING ROOM I � I LIVING ROOM I I LIVING ROOM I I LIVING ROOM N O 17 N COMMON COMMON ELEMENT ELEMENT _ W Z I I DINING ®® 1 ®® ® N ROOM HALL O O ® O so O ®� O ATH uj R M E � D D ® o o® KITCHEN COMMON Q ® CORRIDOR UNIT 303 n 10® Q 311 I I I I I I LIVING ROOM Lf z a � I I V V _ _ - _ _ - _ - - - - I- _ - - _ - - - _ _ - - - - - W - - - ® n STAIR RIOOM KITCHEN ROOM 310 306 30 308 N L - - - - - - — -- - _- - _ 00 ®e - - - - - U) - - L ________________ CLOSET 304 I b I I I O O UNIT 307 UNIUNUV306 UNITIBOD5 L LIVING ROOM LIVINSIRGM® ®OM La1N63z000M NEW BED o — a BATH ROOM I I 173-09-1 I I I I -CLOSET--- \\ aoz UNIT 308 i LIVING ROOM \\ \ 305 \\ I I I I I I I I I I I I I \ ISSUED FOR: DATE: N BEDROOM SCHEMATIC DESIGN 12.20.11 - 301 N' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N HOA PRESENTATION 1.26.12 I PRELIMINARYPRICING 3.19.12 I I I I I I I I I I I � - I _ I _ _ o HOA RESPONSE 4.9.12 JIL TOV FINAL REVIEW 9.10.12 1 I TOV FINAL RESPONSE 11.12.12 UNIT 304 LIVING ROOM BUILDING PERMIT 3.11.13 o § 10 11 12 13 14 '- I I I I I I I I I I I I I 2013 MICHAEL SUMAN ARCHITECT,LLC. P © ALL RIGHTS RESERVED. SCALE. 114"= 1'-0" 4 DRAWN: MDS R PROJECT#: 901 v SHEET TITLE: FLOOR PLAN 5_5'., I PROPOSED THIRD LEVEL PLAN 15 s 17 16 SCALE: 1/8" = 1'-011 10'-7Y<" l a'_T' 22'-1" 14'-7Xa 9'-IYn" 9'4" 1014, 14". 14'-T 14"T 14". 14". 1 14". *-a, 1.1 1.5 2.3 32 4.9 5.9 6.6 7.2 • 1 2 3 4 5 6 7 8 9 15 16 17 18 5-5y" 8'-5 16, „ O Q y� z co now [r O - - - - t o f a I O C_� U3 N M II r- ���S ou I - 1 � I II II N o II � I I IT a U I I 0 O - 4Tn 4- I I � 7 I - I I I U_ 1 I I I I p R III I I Y� cc W Cq U 1 I 1 I 1 I I II I II I 1 11 I IT 13 13A 14 14A I I 1 � 3 4 5 6 7 8 9 10 it 12 II I I I I ————————--f———————————————————————I——— — — — — 0 II - - — - - - - - - - - - - — - - - -- - - - - - - - - - - — - I 0 II I I V - - _- - - - - - -_ - N 1 J o -I- - - - - I Q - - \ \ \ \ I Q i a O O O O 1 1 / I I � y C'I I W N / / l Z . I N a G BATH �J ]O BATH 0 BATH O\BATH BATH J J Z RO ROOM I OM OM OM • O 1 z --aos UNIT 310 O U UNIT 312 O I J O O 1 LO OFT LO OFT O LO BATH 1 0 OFT UNIT 309 I n BEDROOM RO II > Q i ® W " UNIT 307 UNIT 306 UNIT 305 M�M UNIT 308 LOFT LOFT LOFT I W LOFT HIN h O TERRACE- O TGRDA6` O TERRACE O I K T 11 O oo L - - - - - - - - - - - - - - - - - - - - - - - - 1 - - I - L Im U) i 1 I a \ \ \ I I a NT R010E I I — M I - ISSUED FOR DATE: SCHEMATIC DESIGN 12.20.11 — 44—=117 — — N -- - - _ - - - -- - - - - - - -- - - - HOA PRESENTATION 1.26.12 I I PRELIMINARYPRICING 3.19.12 I 0 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 L �--- - - - TOV FINAL RESPONSE 11.12.12 14'-0" 14'-0" IN-T 14-0" 14'-T 1 I BUILDING PERMIT 3.11.13 10 11 12 13 14 1 j 1 I 1 I � 1 11 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. I SCALE. 114"= 1'-0" 4 a - - - - - - - - - - - - - - - - - - - - - - - - O DRAWN: MDS I I � I I I R PROJECT#: 901 SHEET TITLE: FLOOR PLAN PROPOSED FOURTH LEVEL PLAN 15 ,6 17 ,6 SCALE: 1/8" = V-011 1'6' 6'-9Y4" 10'-7Yn" 14'-7' 22'-1" 14WX' 9'-K. 9'-4" 10'-4" T{y' 1 5.9 6,6 7.2 Iff 4 14". 14'-0" 14'-0° 14'-0" 1441" 14'-0" 1 2 3 4 5 6 7 0 0 15 16 17 18 5-5y. 8'-5 16'-IQK" z oc)now [r O - - - - t - - A = � o - a OU U3 N M �/ II I I � r- � ou I O - - - - - - - - - B I I II NE fl 1 b U I I II ® N N L II Q U I 1 OI C H - - - - - - - - - - - - IE L U_ I I p 0 I p R 1 _ 03 I � W Cq U 1 N - I I 1 I , I I 1 II I II O - I E I I II 1 13 13A 14 14A I I 1 3 4 5 6 7 8 9 10 it 12 II I I . . . . . - -- - - - H O - - -- - - - - - - - - - - — - r - - -- - - - - - - - - - - — - a O F 0 0 N J o 1 > c I �P 1 0 z o0 -- - - - - - - -- - H M N o T 1 b N I y 1 W I W Z I N Z O I j �CC 'a � ® G C II > I I I I � O z� 7-1-77- - __ - - - -- - I - - - - - - - - - -- - - - - - -- - - - - ---7-77=-i - - - -- 7-7-7-1-1 - - - I UNIT 308 u Jlz I II 11 m N II II n K T I � I I I I, I O L - - - - - - - - - - - - - - - - - - - 1 - L. . . . . . . . . . . . ... . . . . . . . . . r I a- - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - 1 . 1 1 1 1 1 ill I I I I I I I 1 1! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 It I I I I I I 1 1 .111 1 1 1 1 1 1 1 1 1 1 1 1 1 .111 1 1 1 1 1 1 1 Ill I 1 11 1 1 1 1 1 1 1 1 lill I I I I I I I I I I I I I it I I II T 309 oo a 401 I M I I I I \ I I I I \ I ISSUED FOR: DATE: I SCHEMATIC DESIGN 12.20.11 N - - - - - - -I - - - - - - N —— — — — —— — — —— — — — 1 HOA PRESENTATION 1.26.12 i PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 Ill It , I I TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 1 BUILDING PERMIT 3.11.13 b_ — 10 11 12 13 14 j 1 I I I I I I I I I I I , II _ 2013 MICHAEL SUMAN ARCHITECT,LLC. - - - - - - F © ALL RIGHTS RESERVED. SCALE. 114"= 1'-0" a — — — — — — — — — — — — — — — — — — — — — — — — o III DRAWN: MDS � I II - - - - - - - R PROJECT A 901 ss3" 8'-5Y4' SHEET TITLE: ROOF PLAN 15 16 17 18 I I I I I I I I I 1'6" 6-9%" 10'-7Yn" 14'-7" 22'-I" 14'-7Yz" 9'-IN. " 1014, T-0" 1.5 2.3 3.2 4.9 5.9 1jF le 5 14". 14'-0" 14'1Y 14'11 14'17"6,6 7.2 14'-0' 14'-0' 1 2 3 4 5 6 7 0 0 0 o y� O O 3 4 O 6 O z 't m a O U cn N e M DOOR SCHEDULE - LIONSHEAD CENTRE UNIT 208 3.8.13 1�> DOOR ROOM TYPE SIZE HINGE TEMP MATERIAL GLASS NOTES NO. NAME r IF,/W, +. + U-VALUE '201 BEDROOM HINGED 2"x 6" L WOOD MATCH EXISTIrdG DOOR DESIGN 202 BATHROOM HINGED 2'x6' F WOOD MATCH EXISTING DOUR 1)ESIGN Cy fl 203 CLOSET POCKET 2'x 6 WOOD 6AATCH EAST ING DOOR DESIGN a U ti a 0 e1. U 0 CV H u E : Lo „{ - cc BED w o UNIT 209 RD UNIT 210 Y■ > LIVING ROOM LIVING ROOM � F.P. 0 WP1 I I I I I =r I DINING I O I T ® p ROOM � HALL � � � 0 0 00 BATH Q ROOM BATH �, j ROOM v 1 J C ujp Q 00 z cc C6 ® KITCHEN I J O 00 pin 0 : � � M COMON C6 CORRM OR ~ � H O 00 ' 210 1 PORTABLE FIRE EXTINGUISHER r z C4 TO BE PROVIDED IN UNIT a W uj a H � E TING ® Z UNIT ELECTRICAL ® STEAM UP ® O PANEL S WEIR J Z EXIT DINING j STAR ROOM KITCHEN lm Q Q 0 • 209 I 205 CPT TILE 206 > p BATH a N Z DN WP1 00 ROOM Lw(w Q 35/8 6'-1 3/4' 35/$' DECORATIVE SLIDING ® 207 O V V 3 0 3 6 DOOR 00 � Q I m ° I uo STACKED WASHER/ J DRYER COMBO NEW T H 1 PROPOSED SECOND LEVEL PLAN I CLOSET O �� - � �� 203 CPT STORAGE CABINET I A2.2 SCALE: 1/4 - 1 -0 NEW FURRING WALL 2'� 3/a 2'-4" 2' y GENERAL NOTES: FOR PLUMBING Z 1. PLAN ELEVATIONS REFERENCE ORIGINAL CONSTRUCTION DRAWINGS M 203 TILE UNIT 207 2. DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. -� \ 4 8 LIVING ROOM COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW 0 2 x 6 0 MANUFACTURER ROUGH OPENING DIMENSIONS. o NEW F.P. 3. CONTRACTOR TO VERIFY ALL WALL/FLOOR/ROOF SYSTEMS,AND \ BATHROOM --- NEW OPENING IN BED MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. EXISTING WALL ROOM ; 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE \\ FLAT ROOF _N 202 F2-08-1 V1/P1 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC BELOW o n r 6. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO \ JACUZZI o 202 w z 201 NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. \\ TUB ILE x 68 m Z 6 $ UNIT 208 ISSUED FOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR 2 x 6 LIVING ROOM SCHEMATIC DESIGN 12.20.11 11 -BLOCK WALL FACE, U.N.O. \ ,moo m _ 0 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR". 1 . . . • • •\ • . . . . • . . . . . . • . • . � • 5'-6%2' 2'-6"�2'-1 8 3'-0" . . . . . . . . T.0?SLAB ■ HOA PRESENTATION 126 12 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. A4.2 \ 3-%" EL: 1 " 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR \ 14' 1 PRELIMINARY PRICING 3.19.12 I ELEVATIONS \ O l O HOA RESPONSE 4.9.12 11. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. \ T TOV FINAL REVIEW 9.10.12 N MODIFY EXISTING TOV FINAL RESPONSE 11.12.12 PARTITION LEGEND: o BEDROOM BASEBOARD HEAT TO ACCOMODATE NEW BUILDING PERMIT 3.11.13 NEW WALL CONSTRUCTION N• I - - - 2_0 1-1 OPENING IN WALL - - EXISTING WALL CONSTRUCTION SHADED AREA= 344 SQ. FT. CAREFULLY REMOVE EXISTING EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED WOOD SIDING AND STORE FOR 2013 MICHAEL SUMAN ARCHITECT,LLC. 6„ 0 0„ADDITION 1 REUSE PRIOR TO CONSTRUCTION c ALL RIGHTS RESERVED. ■ EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED W 2 12- SCALE: 114"=1'-0" SLIDING WINDOWS LEVEL FLOOR THIS AREA - DRAWN: MDS ■ ■ NEW 1 HR RATED SEPARATION WALLS I _ TO ELIMINATE EXISTING ol SLOPE c PROJECT#. 901 SHEET TITLE. FLOOR PLAN 13'-6° 6" EMERGENCY THICKENED WALL FOR REPLACE EXISTING GLAZING ESCAPE WINDOW DEPTH TO WINDOW RETURN UNITS WITH BROKEN SEALS o - N 1 1 A4,1 A3.2 ■ I I I I I I d o o y� O O 3 REPLACE EXIST G INDOWS 5 O O z 00 now L� WITH IMPROVED COUSTICAL = = o e Q PERFORMING UNI�S 0 U � N M DOOR SCHEDULE - LIONSHEAD CENTRE UNIT 308 . .1 RQOR 1�> F ROOM TYPE SITE HINGE TEMP MATERIAL GLASS N TES Nc?. NAME r":'" " U-VALUE 301 BEDROOM H[NGED 2°X 6 L WOOD MATCH EXISTING DOOR DESIGN REMOVE EXISTING 302 CLOSET SLIDER 5°:x 6 s DESIGN WOOD MATCH EXISTING DOOR DESIG WOOD WALL FINISH. PROTECT AND STORE.TO 0 303 BATHROOM HINGED 2 6 R WOOD MATCH EXSTING DOLOR DESIGN BE RE—USED AT FIREPLACE H 304 CLOSET HWGED 2"cap R WOOD A+1 TCH EX01NG DOOR DESIGN OPENING INFILL ON � OPPOSITE WALL e1. U F' — — — - — — — — — — — — 0 CV H O m u E i� C LO BED cc ROOM I F.P. w N U �u o UNIT 309 I UNIT 310 > LIVING ROOM LIVING ROOM REMOVE ABANDONED j FIREPLACE ENCLOSURE AND INFILL WALL OPENING REPLACE ALL UNIT THIRD LEVEL FLOOR FINISHES \i WITH NEW STONE TILE / \ WP1 / \ -'UP -'UP REPLACE EXISTING CARPET STAIR TREADS Q WITH NEW STONE TILE I DINING UNIT ELECTRICAL O O O ROOM PA EL Q 0 HALL \ _ 0 0 BATH 0 PORTABLE FIRE ROOM O EXTINGUISHER 0 TO BE PROVIDED IN UNIT TILE V 0� I j O D.W. T � JLW/D ® 0 REPLACE ALL KITCHEN I CPT ® ® a FIXTURES, CABINETS, AND FINISHES ® COMMON ° Z KITCHEN I CORRIDOR REPLACE ALL BATHROOM O J O 0 311 INFILL EXISTING DOOR. a FIXTURES, CABINETS, AND � pin M INEW CLOSET WITH STACKED FINISHES H C WASHER AND DRYER L O O REF. I CPT PORTABLE FIRE EXTINGUISHER r N O O TO BE PROVIDED IN UNIT L Q N H_ -- — W W a I WOOD H ® ® z IUNIT ELECTRICAL ® ® O PANEL J Z M BATH ■ J EXIT DINING KITCHEN ROOM Q lm STAIR ROOM 3oa > 0 310 I 306 307 I N a DN WP1 WOOD TILE O O O C 3V8 13' 2Y8,' W ® ® ® V O � 00 Q L NEW FURRING WALL FOR PLUMBING F PROPOSED THIRD LEVEL PLAN NEW SUP y o W/D CLOSET . 304 EXISTING STAIR J �.3SCALE: 1/4" = 1'-0" 304 TI E26x b8 TO REMAIN GENERAL NOTES: LI z 1. PLAN ELEVATIONS REFERENCE ORIGINAL CONSTRUCTION DRAWINGS •® m UNIT 307 2. DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. LIVING ROOM W COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW ---_1 'i o - > _ EXISTING WOOD 771 0 MANUFACTURER ROUGH OPENING DIMENSIONS. o NEW J 3. CONTRACTOR TO VERIFY ALL WALL/FLOOR/ROOF SYSTEMS,AND \ "� BATH "' STOVE TO REMAIN BED MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. Z '0 o ROOM ; \ 303 NEW OPENING IN 309 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE \ EXISTING WALL WP1 F.P. 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC \ b. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO FLAT ROOF BELOW CLOSET-- m NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. \ BELOW TILE cy) UNIT 308 ISSUED FOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR \ 302 302 303 Q301 LIVING ROOM SCHEMATIC DESIGN 12.20.11 BLOCK WALL FACE, U.N.O. \ 0 a e s b $ 305 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR". 1 . . .\. . . . . . . . . . . . . . . . . �. . . .. . . .5, x, b. . 2. x. b . x. 6. . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOA PRESENTATION 1.26.12 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. A4.2 \ '° 5'-1034' 3'-0WD 1'-0" 3'-0' EL0123A2' PRELIMINARY PRICING 3.19.12 OL 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR \ ELEVATIONS \ < s/$ 3s/8> HOA RESPONSE 4.9.12 11. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. SOFFIT ABOVE TOV FINAL REVIEW 9.10.12 O — — — — NEW- BEDROOM-7 MODIFY EXISTING TOV FINAL RESPONSE 11.1212 PARTITION LEGEND: 301 00 BASEBOARD HEAT TO N o ACCOMODATE NEW BUILDING PERMIT 3.11.13 NEW WALL CONSTRUCTION N� I — — — — iv — — OPENING IN WALL EXISTING WALL CONSTRUCTION SHADE AREA= 344 SQ. FT. CAREFULLY REMOVE EXISTING EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED WOOD SIDING AND STORE FOR 2013 MICHAEL SUMAN ARCHITECT,LLC. ADDITION REUSE PRIOR TO CONSTRUCTION c ALL RIGHTS RESERVED. � ■ � EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED W:132 6 12'-0, 11-0" SCALE: 114"=1'-0" SLIDING'WINDOWS DRAWN: MDS ■ ■ NEW 1 HR RATED SEPARATION WALLS LO °_' co PROJECT#: 901 SHEET TITLE: FLOOR PLAN I I 13-6" 6' EMERGENCY THICKENED WALL FOR ESCAPE WINDOW DEPTH TO WINDOW RETURN 0 N 1 1 A2s A4,1 A3.2 I I I I I I I 0 o y� 0 0 3 4 O 6 7 z 00 now � c a co 'O U cn c\I �U M DOOR SCHEDULE - LIONSHEAD CENTRE UNIT 309 3.8.13 DOOR ROOM TYPE SIZE HINGE TEMP MATERIAL GLASS NOTES — — — — — — — — — NO. NAME � U-VALUE S L I.II.-.:Ih'� I.i„�li� 402 BEDROOM SLIDER 12"x 7'' 1 WD/GLASS 0,35 MATCH EXISTING DOOR DESIGN I� o C Q U F1 G — — — - I — — — — — — — — — a� v Lo R cc \ OPEN TO r N BELOW ! LU o \ v \ II cn / EXISTING STAIR / TO REMAIN // OPEN TO RELOCATE EXISTING / BELOW BASE BOARD HEATER DN � DN TO SERVE NEW Q BEDROOM AREA / RE: MECH DRAWINGS EXISTING WINDOW REMOVED ® + ® ® a AND REPLACED WITH WALL • • INFILL TO MATCH ADJACENT I I 0 REPLACE ALL BATHROOM FIXTURES, CABINETS,AND BAT BATH BATH v FINISHES RO 10ROOM R OM 403 wP3 UNIT 310 � 0 1 LOFT > LLI _ 0 � o AP UNIT 309 O z BEDROOM ■ ■ Z Q 402 J rF—r- CMD n N O WP1 r z 04 NEW WINDOW INFILL AT EXISTING ■ • IO H NEW ADDITIONAL LAYER OF V$' J — — — GLAZED OPENING ■ TYPE"X"GYPSUM BOARD ON — — — — y,11 Z 0 EXISTING WALLS BETWEEN = � EXISTING EXTERIOR WALL UNITS 308 AND 309 wP3 UNIT 307 Z TO BE REMOVED AND NEW UNIT 308 LOFT 0 WALL CONSTRUCTED AT GRID'IL" LOFT D 3 Z C�l wP DE:D AREA= a ® C 5 SQ. FT. T.O.SLAB > G EL: 132'-4" ADDITION o SLIDING DOOR 402 ® L NEW NARROW ROOF SECTION 12'- " " m TO FLUSH WITH EXISTING -3" / r ROOF SLOPE ABOV PROPOSED FOURTH LEVEL P O P O N CTI NOF DN / DN o F L. EXISTING STAIR J INSI E F CE TO H ITH TO REMAIN A2.4 SCALE: 1/4�� = V-101" SIDE FACE OF W / GENERAL NOTES: OVERFLOW SCUPPER \ L NIT 1. PLAN ELEVATIONS REFERENCE ORIGINAL CONSTRUCTION DRAWINGS BELOW NE / 2. DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. T RR CE COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW MANUFACTURER ROUGH OPENING DIMENSIONS. I I 401 \ — 3. CONTRACTOR TO VERIFY ALL WALL/FLOOR/ROOF SYSTEMS,AND MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE NEW PRIVACY / ti 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC WALL BELOW OPEN TO\\ OPEN TO 6. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO \ OVERFLOW SCUPPER BELOW �W F' BELOW ` BELOW NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. \\ FLAT ROOF ISSUED FOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR j SCHEMATIC DESIGN 12.20.11 BLOCK WALL FACE, U.N.O. 1 \ BELOW NEW STONE ■ / \ / 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR". . • . •\ . . . . . . . . . . . . . . . . • . . • . . FINISH • • HOA PRESENTATION 1.26.12 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. A4.2 \ I / \ PRELIMINARYPRICING 3.19.12 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR ELEVATIONS \\ HOA RESPONSE 4.9.12 11. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. \ TOV FINAL REVIEW 9.10.12 PARTITION LEGEND: TOV FINAL RESPONSE 11.12.12 BUILDING PERMIT 3.11.13 NEW WALL CONSTRUCTION N• I _ _ — _ _ _ — — _ _ — EXISTING WALL CONSTRUCTION I I EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED © 2013 MICHAEL SUMAN ARCHITECT,LLC. EW R 'OF REA ALL RIGHTS RESERVED. N N ■ EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED TO AT H EXI TIN SLO E, SCALE. 114"= 1'-0" FI ISH ND ETAIL DRAWN: MDS ■ ■ NEW 1 HR RATED SEPARATION WALLS I — — — — _ — — — — — PROJECT#: 901 — — - - — — - - - - FLOOR PLAN I-IF� � I I I o — 1 1 m A24 A4,1 A3.2 J L 11 I I I I I I I 0 o y� 1 02 3 4 O 6 7 z co O U cn cm e a M I I I I 0% F, I N I y a� I I v E Lo 10 cc I I � o I I I I I I I I I I _ N I I ' I I I I a I 0 /0/+ .. v I I I I I I J C 1 W II > A3.1 a I I I I n • I N o r z N Lu W r ' N I � m I I J Z aLl? 0 NEW ROOF AREA EXTEND FROM EXISTING TO THE WEST 0 I I v LU v I I II I II n T KT-� PROPOSED ROOF PLAN ° I I A2.5 SCALE: 1/4" = V-0" GENERAL NOTES: Z I I 1. PLAN ELEVATIONS REFERENCE ORIGINAL CONSTRUCTION DRAWINGS NOTE: ALL ROOF, EAVE,AND T 3O9 I I 2. DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. FLASHING DETAILS TO MATCH N I N COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW EXISTING MANUFACTURER ROUGH OPENING DIMENSIONS. 0 401 — 3. CONTRACTOR TO VERIFY ALL WALL/FLOOR/ROOF SYSTEMS,AND MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. ^� 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC b. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO \ FLAT ROOF NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. \ BELOW ISSUED FOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR \ I SCHEMATIC DESIGN 12.20.11 BLOCK WALL FACE, U.N.O. 1 \ 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR". \ • • HOAPRESENTATION 1.26.12 . I I 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. A4.2 \ NARROW SECTION OF ROOF PRELIMINARYPRICING 3.19.12 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR \ ON TOP OF NEW PRIVACY WALL. ELEVATIONS \ INSIDE FACE TO FLUSH WITH FICA RESPONSE 4.9.12 11. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. \ INSIDE FACE OF WALL. — _ — — — — — _ TOV FINAL REVIEW 9.10.12 PARTITION LEGEND: I I TOV FINAL RESPONSE 11.12.12 I I I BUILDING PERMIT 3.11.13 NEW WALL CONSTRUCTION N, I _ _ _ _ _ _ — — _ I — EXISTING WALL CONSTRUCTION 42"TALL GUARD WALL AT SOUTH END OF TERRACE EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. ■ EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED SCALE. 114"= 1'-0" NEW ROOF AREA EXTEND ■ ■ NEW 1 HR RATED SEPARATION WALLS FROM EXISTING TO THE WEST. DRAWN: MDS I FINISH TO MATCH AND TIE INTO —IF — — — — — — — — — EXISTING PROJECT#: 901 — — — — — — — — — — — — — — — — SHEET TITLE: ROOF PLAN I I I NEW GUTTER TO MATCH EXISTING I AND TIE INTO EXISTING DRAIN F7 p IE Lo iq II SYSTEM m °O m A4,1 A3.2 � A2,ff5 I I I I I I 0 o y� Z oc)a. now , Q O U c0 cm e M RE-USE EXISTING SIDING OINFILL EXISTING ANGLED OPENIN o EAVE LINE OF UNIT 309 `O. q DECK BEYOND U v RE-USE EXISTING SIDING TO INFILL C3 EXISTING OPENING NEW WEST WALL OF UNIT 309 DECK'_O FOLLOW PITCH OF H NEW WINDOW EXISTI G ROOF AND C INFILL AT EXISTING INCORPORATE EXISTING ROOF GLAZED OPENING I o EAVE DETAIL v NEW SLOPING ROOF SECTION i 0 o y� Z oc)= a OU c) cm e N E M N o a U ti NEW ROOF AREA c Q U C3 0 7 H T T T 6 NEW WINDOW/DOOR 120x 76 GROUP TO NEW UNIT 309 TERRACE T111 T T NEW EXPANSION LINE _ Lo NEW ROOF AREA 5 IE T.O. SLAB ' p cv U EL: 132'-4" — — — — — — — — — — — — — — — — — — I. w — NEW EAVE GUTTER TO BE TIED IN WITH EXISTING SYSTEM O I z V) X � — w N NEW WINDOW GROUP = o AT UNIT 308 EXPANSION U O9 10 Q U T.O. SLAB ALL NEW EXPANSION FINISHES 1 T EL: 123'-2" AND DETAILS TO MATCH EXISTING: ROOF, WALLS AND OPENINGS O Q z V a NEW WINDOW GROUP _ X AT UNIT 208 EXPANSION = Q U J 12 13 < v n a > LLI o LL OIL T.O.SLAB — — ST Q a EL: 114'-l" Z � n O M__ H- i ]TH "I IJ ' - - r Z N D V� W N - = Z o Z O � j Z 4, > Q E •}jam l Y: • - t L t! .i 6• !' u ,r � t kM } E h•" •t rr• �/ r, s ar. t •s. z i• V r t- Aa r.. 4 f i. •'r 1 JM +r `i .r IN -1 4] qr L r 1 •� Yi r i : 9 1 r - r il. i •S �• r4Ka. N X f, •°f Tj'' fy f' •1 .�.' .,1 a• 'y `ate i- 7- r Y. 1 fY.• . Me'. � 'i may• 1 •y r r r»' • ,k a •r Y, - i •`r� reS' s e. ire P i - '• 'i s .F}. i. Ix :L• y • lY ' ,ri r{' rr~ ,t,! !°I s }' '•] i f •',k •1. S , 'r - 1 •a.r s!•.Y . J J R •F tt w a• +i i — r Yr, �a L •r •*.i . , _ :'r :M. ... ° fi: 2•r' .S 1. •' ls.. s ,+. 'r 'S 8 •r !. .r,.. '3' •K i 'e'. - a - '•y _ r '. •£ "�-•. x° ISSUED FOR: DATE: .- SCHEMATIC DESIGN 12.20.11 HOA PRESENTATION 1.26.12 rT� PRELIMINARYPRICING 3.19.12 PROPOSEDSOUTH ELEVATION EXISTING WOOD SIDING TO REMAIN HOA RESPONSE 4.9.12 A3,2 SCALE: 1/4" = 1'-0" EXISTING STONE SIDING TO REMAIN T V FINAL REVIEW TOV FINAL RESPONSE 11.12.12 EXISTING ROOF FINISH TO REMAIN BUILDING PERMIT 3.11.13 ¢� RECLAIMED SIDING FROM EXISTING BUILDING AND/OR NEW WOOD SIDING WITH FLAME STOP TO MATCH EXISTING NEW CLASS A ROOF FINISH TO MATCH EXISTING © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE O NEW DOOR OR WINDOW GROUP . 1'0" DRAWN: MDS GENERAL NOTES: PROJECT#: 901 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD -COLOR TO MATCH EXISTING SHEET TITLE: ELEVATION 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO MATCH EXISTING 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP.TO FIELD VERIFY ALL OPENINGS. 5) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH 1�pr__ Ill IL ADJACENT FINISH 6) ALL VENT STACKS ABOVE ROOF SURFACE TO BE PAINTED TO MATCH ROOF FINISH 7) ALL NEW TRIM DETAILS TO MATCH EXISTING A m2 0 o y� z oc)= a O U c) cm e M OF G O O A4,2 O N Q � o N I�. L I I i . o H L 4 NEW EXPANSION ASSEMPLY NOTES: -------------` A6.1 ROOF CEILING ASSEMBLY � / \ \ �� • ROOF FINISH AND ASSEMBLY TO MATCH EXISTING OVER ' `I • ICE AND WATER SHIELD OVER •STRUCTURAL PLYWOOD SHEATHING VER (RE:STRUCTURAL) o \ I I • 9%4 STEEL ROOF JOISTS UNLESS NOTED OTHERWISE (RE:STRUCTURAL) L r / - • 6"SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING-R-38 MIN. • 2 MIL SMART MEMBRAIN VAPOR RETARDER °c \ \ A6.1 • (1) LAYER%$'TYPE"X"GYPSUM BOAR ' `p cv U \ FLOOR CEILING ASSEMBLY I BEDROOM _ TERRACE - - ^ `� > •SEE PLANS FOR FINISH 0 / 309 3 9 •2 2'CONCRETE SLAB ON \ I / i _ 1 •%6'STEEL DECKING OVER \i I` A6.1 •STRUCTURAL MEMBERS(RE:STRUCTURAL) FC1 FC1 ; --- • BLOWN-IN-BLANKET (BIBS) INSULATION AT JOIST CAVITIES- R-38 MIN. FC2 I JQIP1 \ • (2) LAYERS V8"TYPE"X"GYPSUM BOARD OL 4TH LEVEL T.O.SLAB _ J EL: 132'-4" � � _ , I e .. a • <. I `-� I � I I I I FRAMED EXTERIOR WALLS •2"SPRAY FOAM INSULATION AT INSIDE FACE OF SHEATHING- R-12.5 MIN. • BLOWN-IN-BLANKET (BIBS) INSULATION- R-14.7 MIN. 3 FRAMED INTERIOR WALLS A6.1 • BLOWN-IN-BLANKET (BIBS) INSULATION CV LIVING ROOM CLOSET BATH BEDROOM 0 309 309 309 309 Q WP1 STAIR WP3 WP2 D 0 r J 3RD LEVEL T.O.SLAB FC2 OL EL: 123'-2" n J Oo 6-/ > W Im I � a SHADED AREA REPRESENTS Z CLOSET BATH BEDROOM NEW GRFA AREAS J p 209 209 1 F2-09—] M N O WP1 WP3 WP2 r 04 2ND LEVEL T.O.SLAB W OL EL: 114'-l" uj z STAIR N Z zz EXTEND EXISTING IRE a SEPARATION SYSTEM Q TO NEW FOOT PRINT Lf z o Y 0 RESTAURANT I m WP1 ° TT r OL O — — — — 1ST LEVEL T.O.SLAB EL: 100'-1/2" COMMERCIAL ISSUED FOR: DATE: 0 SCHEMATIC DESIGN 12.20.11 HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 OIL PARKING LEVEL T.O. SLAB TOV FINAL REVIEW 9.10.12 EL: 88'-61/2" TOV FINAL RESPONSE 11.12.12 BUILDING PERMIT 3.11.13 © 2013 MICHAEL SUMAN ARCHITECT,LLC. PROPOSED SECTION ALL RIGHTS RESERVED. 1 SCALE: 114"= 1'-0" A4.1 SCALE: 1/4" = l'-O" DRAWN: MDS ® EXISTING 1 HR RATED SEPARATION TO BE MAINTAINED PROJECT#: 901 � ■ � EXISTING 1/2 HR RATED SEPARATION TO BE MAINTAINED SHEET TITLE: SECTION ■ w� NEW 1 HR RATED SEPARATION A4,ff 0 o y� Z oc)= a O v U cn c e M 1 O O 3 A4.1 4 E I I I o U ti P•> L Q. U NEW EXPANSION ASSEMPLY NOTES: ROOF CEILING ASSEMBLY • ROOF FINISH AND ASSEMBLY TO MATCH EXISTING OVER • ICE AND WATER SHIELD OVER •STRUCTURAL PLYWOOD SHEATHING OVER (RE:STRUCTURAL) • 9%4'STEEL ROOF JOISTS UNLESS NOTED OTHERWISE (RE:STRUCTURAL) • 6"SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING- R-38 MIN. v_ --- • 2 MIL SMART MEMBRAIN VAPOR RETARDER �. � • (1) LAYER Y8"TYPE"X"GYPSUM BOARD .� __1 TERRACE I I FLOOR CEILING ASSEMBLY o •SEE PLANS FOR FINISH { p rr Lo I/ L 309 — ; P1 • 2 2'CONCRETE SLAB ON6'STEEL DECKING OVER 2 i i 1 •STRUCTURAL MEMBERS(RE:STRUCTURAL) W.2 • BLOWN-IN-BLANKET (BIBS) INSULATION AT JOIST CAVITIES- R-38 MIN. w U I • (2) LAYERS V$'TYPE"X"GYPSUM BOARD 4TH LEVEL T.O.SLAB _ _ I _ EL: 132'-4" i e i FRAMED EXTERIOR WALLS I I •2"SPRAY FOAM INSULATION AT INSIDE FACE OF SHEATHING- R-12.5 MIN. -- -- • BLOWN-IN-BLANKET (BIBS) INSULATION - R-14.7 MIN. FRAMED INTERIOR WALLS I • BLOWN-IN-BLANKET (BIBS) INSULATION BATH LIVING ROOM 309 309 WP2 . FC2 ojL 3RD LEVEL T.O.SLAB Y EL: 123'-2" a . oc j 0 SHADED AREA REPRESENTS NEW V GRFA AREAS BATH LIVING ROOM J p 209 I F2-09—] a N WP2 � Q Z cc n 4 2ND LEVEL T.O.SLAB - J O EL: 114'-1" li M n H O r z N D N W LU EXTEND EXISTING FIRE = Z SEPARATION SYSTEM H TO NEW FOOT PRINT 0 O Z J RESTAURANT Q 0 D > N a 0 I I Lu � . m 1ST LEVEL T.O.SLAB •` EL: 100'-1/2" r Ll I I H 0 U) J COMMERCIAL D � ISSUED FOR: DATE: PARKING LEVEL T.O.SLAB SCHEMATIC DESIGN 12.20.11 OIL EL: 88'-6 1/2" HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 PROPOSED CROSS SECTION BUILDING PERMIT 3.11.13 A4.2 SCALE: 1/4" = V-0" EXISTING 1 HR RATED SEPARATION TO BE MAINTAINED © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. ■ EXISTING 1/2 HR RATED SEPARATION TO BE MAINTAINED SCALE: 114"=1'-0" ® ■ ■ ® NEW 1 HR RATED SEPARATION DRAWN: MDS PROJECT#. 901 SHEET TITLE. SECTION A4s2 0 o y� z oc)= a O U cA N e M �v ROOF DETAILS 0 TO MATCH EXISTING M r U NON-COMBUSTIBLE SHEATHING RE: STRUCTURAL ' 0 C3 m MTL. GUTTER q� NON-COMBUSTIBLE ] BLOCKING AS NEEDED 0 L0 0 PAINTED MTL. FLASHING � TO MATCH EXISTING 0 w a r 0 SPRAY FOAM AND B.I.B.S. INSULATION lx CEDAR WD.SOFFIT TO MATCH EXISTING 1X CEDAR WD. FASCIA PER COM CHECK REPORT-TYP. TO MATCH EXISTING 3/4"CEDAR WD. SIDING TO MATCH EXISTING 0 AIR INFILTRATION BARRIER NON-COMBUSTIBLE 1/2" PLYWD.SHEATHING Q 5/8"GYP. BD.TO FOLLOW 1/2"GYP. BD. SHEATHING GA FILE NO. WP 8002 STEEL STUD FRAME WALL O °a NON-COMBUSTIBLE BLOCKING ROOF DETAILS j WINDOW TRIM DETAILS TO TO MATCH EXISTING O MATCH EXISTING INSIDE &OUT V NON-COMBUSTIBLE J SHEATHING RE:STRUCTURAL WINDOW OR DOOR SYSTEM MTL. CAP FLASHING > uj IO TO MATCH EXISTING a z NON-COMBUSTIBLE BLOCKING O 3/4"CEDAR WD.SIDING LL M TO MATCH EXISTING N SPRAY FOAM INSULATION H O CONTINUOUS WATERPROOF PER COM-CHECK REPORT-TYP. r N MEMBRANE- UP AND OVER WALL a 4 ROOF DETAIL &TIE INTO ROOF W.P. MEMBRANE ROOF DETAILS W uj z TO MATCH EXISTING = A6.1 SCALE: 3" = 1'-0" H NON-COMBUSTIBLE z 1/2" PLYWD. SHEATHING NON-COMBUSTIBLE 2 SHEATHING RE:STRUCTURAL j z 1/2"GYP. BD.SHEATHING o Q N O � ,•. MTL. GUTTER � in W DOOR SYSTEM STEEL STUD FRAME WALL m T SPRAY FOAM AND B.I.B.S. INSULATION H PAINTED MTL. FLASHING U) PER COM CHECK REPORT-TYP. TO MATCH EXISTING O PAINTED METAL FLASHING @ SILL STONE TILE ON CONC.SLAB STONE TILE ON CONC.SLAB CONTINUOUS WATERPROOF CONTINUOUS WATERPROOF .• 1 X CEDAR FASCIA EXISTING MEMBRANE TIED INTO SILL MEMBRANE TO TWO-LEVEL TO MATCH EXISTING — FLASHING DECK DRAIN 1 X CEDAR WD.SOFFIT SPRAY FOAM INSULATION SPRAY FOAM INSULATION TO MATCH EXISTING NON-COMBUSTIBLE ISSUED FOR: DATE: BLOCKING AS NEEDED SCHEMATIC DESIGN 12.20.11 3/4"CEDAR WD.SIDING HOA PRESENTATION 1.26.12 SPRAY FOAM INSULATION TO MATCH EXISTING \\ a PER COM-CHECK REPORT-TYP. AIR INFILTRATION BARRIER PRELIMINARYPRICING 3.19.12 :•': \ NON-COMBUSTIBLE HOA RESPONSE 4.9.12 a 1/2" PLYWD.SHEATHING TOV FINAL REVIEW 9.10.12 5/8"GYP. BD.TO FOLLOW 1/2"GYP. BD. SHEATHING TOV FINAL RESPONSE 11.12.12 GA FILE NO. WP 8002 BUILDING PERMIT 3.11.13 STEEL STUD FRAME WALL NON-COMBUSTIBLE BLOCKING WINDOW TRIM DETAILS TO MATCH EXISTING INSIDE & OUT © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. �— CI SCALE: 3"=1'-0" DRAWN: MDS _ .:•.. ..., . . .... .. .. ,. . .._. ..... :�` '�� � ... ._ . . .. WINDOW OR DOOR SYSTEM 7/8" FURRING CHANNELS 7/8" FURRING CHANNELS PROJECT#: 901 SHEET TITLE: DETAILS 5/8"GYP. BD. 5/8"GYP. BD. STEEL STUD FRAME WALL A ol 3 WALLDETAILa TERRACE 2 WALL DETAIL a TERRACE ROOF DETAIL A6.1 SCALE: 3" = 1'-0" A6.1 SCALE: 3" = 1'-0.1 A6.1 SCALE: 3" = 1'-0" Q,PQO Z oc)now cn N 0 WP4 wpi 7 FC1 BASE: ONE LAYER 5/8"TYPE X GYPSUM t.A WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF STEEL STUDS 24"O.C., WITH ]"TYPES DRYWALL 9/16" DEEP 28 GUAGE CORRUGATED STEEL SCREWS 24"O.C. 4 SUPPORTING 2"CONC.SLAB FACE: ONE LAYER 5/8"TYPE X GYPSUM EACH SIDE: 1-1/4"GYPSUM WALL BOARD WALLBOARD APPLIED PARALLEL OR AT OPEN WEB STEEL JOISTS RIGHT ANGLES TO EACH SIDE 12"O.C. 14 W/ 1-5/8"TYPE S DRYWALL SCREWS 12" BLOWN-IN-BLANKET (BIBS) ,I O.C., JOINTS STAGGERED 24"O.C. EACH INSULATION -TYP. LAYER BLOWN-IN-BLANKET (BIBS) INSULATION TYP. RESILIENT FURRING CHANNELS WIRE TIED TO BLOWN-IN-BLANKET (BIBS) f.A OPEN WEB STEEL JOISTS @ 24"O.C. INSULATION -TYP. f'` 3 5/8"METAL STUD WALL EXISTING METAL STUD *z ONE LAYER 5/8"TYPE X GYPSUM WALL FRAME WALL 0 BOARD AT RIGHT ANGLES TO RESILIENT FURRING CHANNELS 24"O.C., FASTENED j r' : Lo WITH I"TYPE"S" DRYWALL SCREWS @ 8" IE cc 0 7 U 0 O.C. AT ENDS AND 12"O.C. AT (N INTERMEDIATE FURRING CHANNELS. LLJ v) > 6`\ 1 -HR RATED FLOOR-CEILING rT 2-HR RATED WALL W/ ACOUSTIC - INTERIOR 1 -HR RATED WALL - EXISTING 1\�l SCALE: 1 1/2" = V-0" GA FILE NO. FC I 100-1 HR FIRE �l SCALE: 1 1/2" = V-0" GA FILE NO. WP 1522-2 HR FIRE 1\�l SCALE: 1 1/2" = V-0" lm 0 z wps WP2 oc V: 77 7 EXTERIOR SIDING TO MATCH 0 j EACH SIDE: ONE LAYER 5/8"TYPE X X)l OR RE-USE EXISTING FC2 i. GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF BUILDING PAPER O STEEL STUDS, 24"O.C. W1 I"TYPE S j 1/2" NON-COMBUSTIBLE SHEATHING 9/16" DEEP 28 GUAGE CORRUGATED STEEL DRYWALL SCREWS 8"O.C. AT VERTICAL SUPPORTING 2"CONC.SLAB JOINTS, & 12"O.C. AT FLOOR, CEILING EXTERIOR GYP. BOARD: ONE LAYER 1/2" W RUNNERS, & INTERMEDIATE STUDS TYPE X GYPSUM WALLBOARD APPLIED PARALLEL TO STEEL STUDS 16 O.C. WITH 1 OPEN WEB STEEL JOISTS JOINTS STAGGERED 24"O.C. ON EACH CORROSION RESISTANT TYPE S-12 WAFER z SIDE & OPPOSITE SIDES HEAD SCREWS 8"O.C. -VERTICAL JOINTS j BLOWN-IN-BLANKET (BIBS) STAGGERED 16"O.C., HORIZONTAL JOINTS FEE INSULATION -TYP. p STAGGERED 24"O.C., ON OPPOSITE SIDES C6 RESILIENT FURRING CHANNELS WIRE TIED TO C4 BLOWN-IN-BLANKET (BIBS) SPRAY FOAM INSULATION 47 z PER COM-CHECK REPORT U) INSULATION -TYP. OPEN WEB STEEL JOISTS @ 24"O.C. 3 5/8"METAL STUD WALL 6"METAL STUD WALL IY W TWO LAYERS 5/8"TYPE X GYPSUM WALL BLOWN-IN-BLANKET (BIBS) INSULATION U) BOARD AT RIGHT ANGLES TO RESILIENT PER COM-CHECK REPORT z FURRING CHANNELS 24"O.C., FASTENED INTERIOR GYP. BOARD: ONE LAYER 5/8" WITH 1"TYPE"S" DRYWALL SCREWS @ 8" TYPE X GYPSUM WALLBOARD APPLIED j O.C. AT ENDS AND 12"O.C. AT INTERMEDIATE FURRING CHANNELS. PARALLEL TO STEEL STUDS WITH I"TYPE S-1 2 j DRYWALL SCREWS 8"O.C. AT VERTICAL 79 Q 0 JOINTS & FLOOR & CEILING RUNNERS AND > a 12"O.C. AT INTERMEDIATE STUDS z 1 -HR RATED FLOOR-CEILING 5 1 -HR RATED WALL W/ ACOUSTIC - INTERIOR 2 1 -HR RATED WALL - EXTERIOR 0 LuSCALE: 1 1/2" = 1'-0" GA FILE NO. FC 1100-1 HR FIRE A8.0 SCALE: 1 1/2" = 1'-0" GA FILE NO. WP 1072-1 HR FIRE A8.0 SCALE: 1 1/2" = 1'-0" GA FILE NO. WP 8002-1 HR FIRE C) .j 0.j I'm (0) z WP6 WP3 BASE: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF STEEL STUDS 24"O.C., WITH I"TYPE S DRYWALL SCREWS 8" O.C. @ VERTICAL JOINTS, & ISSUED FOR: DATE: -�l 6 12"O.C. @ WALL PERIMETER & INTERMEDIATE STUDS SCHEMATIC DESIGN 1220.11 WINDOW TRIM DETAILS TO MATCH HOA PRESENTATION 1.26.12 S EXISTING A FACE: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED PARALLEL OR AT PRELIMINARYPRICING 3.19.12 WINDOW UNIT f RIGHT ANGLES TO ONE SIDE 12"O.C., HOA RESPONSE 4.9.12 INTERIOR TRIM DETAIL 111 NOM JOINTS STAGGERED 24"O.C. EACH EXTERIOR SIDING TO MATCH LAYER TOV FINAL REVIEW 9.10.12 TO MATCH EXISTING OR RE-USE EXISTING t NON-COMBUSTIBLE BLOCKING t WEATHER RESISTANT BARRIER BLOWN-IN-BLANKET (BIBS) TOV FINAL RESPONSE 11.12.12 1/2" NON-COMBUSTIBLE SHEATHING INSULATION -TYP. BUILDING PERMIT 3.11.13 k 3-5/8"METAL STUDS @ INSULATED FRAME WALL 1/2"TYPE X GYPSUM WALLBOARD RE: WP2 3 5/8"METAL STUD WALL SPRAY FOAM INSULATION BLOWN-IN-BLANKET (BIBS) INSULATION PER PER COM-CHECK REPORT COM-CHECK REPORT SECOND METAL STUD FRAME WALL INTERIOR 5/8"GYPSUM 5" REQUIREMENTS FOR OPENING DEPTH PER DRB (c_ 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. X'X WALLBOARD RE: WP2 SCALE 1112"=1'_0" DRAWN: MDS 1 -HR RATED WALL - EXTERIOR WINDOW 3 1 -HR RATED WALL W/ ACOUSTIC - INTERIOR PROJECTA- 901 SCALE: 1 1/2" = V-0" \111�0 SCALE: 1 1/2" = V-0" GA FILE NO. WP 1052-1 HR FIRE SHEET TITLE.- WALL DETAILS DESIGN CRITERIA: LIONSHEAD CENTRE CONDOS JOB #: 1111-13 sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate Roof Live Load (Snow) -------------------------------- 80 psf requirements for mechanical/electrical/plumbing penetrations through structural elements with Floor Live Load ------------------------------------- 40 psf structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods Deck Live Load ------------------------------------- 100 psf used for construction shall be in accordance with the latest editions of the IBC/IRC. V �iaomP Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) e. Details not specifically shown on the drawings shall be constructed in a manner similar to the ?� � §E;► r,P � Seismic Design Category ------------------------------- B details that are shown for like conditions. These items shall be brought to the attention of IBC Edition -------------------------------------- 2009 the structural engineer as soon as possible for approval. Approval shall be obtained prior to �''6 installation. SPECIAL INSPECTIONS: f. All waterproofing and flashing is the responsibility of the architect and contractor. g. It is the responsibility of the contractor to contact the structural engineer at the appropriate �� ��$� a. Special Inspections shall be provided according to Section 1704.1 and the statement of special time to perform site observation visits. Observation visits to the jobsite by the engineer are inspections as required by the Town of Vail. for determination of general conformance with the construction documents and shall not be b. Continuous Inspection shall be performed for field welding (except single-pass fillet welds less construed as inspection. than 9/16"), and anchor bolts where indicated on the foundation plan. h. Though every effort is made to provide a complete and clear set of construction documents, 03/08/13 C. Periodic inspection of steel construction elements shall include material verification in discrepancies or omissions may occur. Release of these drawings anticipates cooperation and accordance with these drawings, manufacturer's certificate of compliance, snug-tight bolted continued communication between the contractor, architect and engineer to provide the best joints, Y4" and smaller welds, reinforcing steel, and anchors installed in hardened concrete. possible structure. These drawings have been prepared for the use of a qualified contractor M depicted. stems de ues and s experienced in the construction techniques y p . a, d. The structural engineer does not provide special inspections. Periodic observations of � I construction by the structural engineer are not to be considered special inspections. i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, U) o) framing, foundation and anything else that may affect the work shown on the drawings. N -t rn Underpinning, shoring and bracing of existing structures shall be the responsibility of the 6 contractor. Z STRUCTURAL CONCRETE: - ° r- a-) C rn�• a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI Ul p `. 318) as adopted by Chapter 19 of the 2009 IBC. Z �' = < b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. Q _L Y P 9 P L C. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of J Q) Concrete Practice. REINFORCING STEEL: Z II' O a) a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI U _ Ln Manual of Concrete Practice. t7 Ln `2 (E) PIPE 3 STD L � ao b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM (N) HSS3Y2x3Y2x3/s x Specification A615 and shall be grade 60. CONT. EDGE L2Y2x2Y2x3/s (N) PIPE 3"STD COL. m 0 C. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. L o J V) � > STRUCTURAL STEEL: BRG. T-Y2"xBM. 2Y2" CONC. SLAB ON 9/6" WIDTHx 0'-6 WELDED a. Structural steel shall be detailed, fabricated and erected in accordance with the most current STEEL DECK PER PLAN TO BM. N W6x25 BEYOND NOT SHOWN editions of AISC Specifications and Code of Standard Practice. '� � I (N) b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and BRG. F AND CAP R-Y2"x angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. BM. WIDTHx 0'-10 WELDED (N) W6x25 Y4" STFNR. PL EA. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and TO (E) W12x16 SIDE OF WEB bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4 diameter unless noted otherwise. 114'-0 d. Typical framed beam connections shall consist of pairs of 1/4 angles using the maximum T.O. CONC. ° number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition). - 113'-7 e. All welding shall be done by an AWS qualified welder. T.0. BM. 0 no f. Delay painting within 3" of field welds until welds are completed. u � MICROPILES: u F--� 112'-63/ J L3x3xY4x0'-4Y2 W/ a. Micropiles shall be installed to resist the unfactored design loads as shown on Sheet S2. The T.0. BM. (4)-5/8"0 THRU-BOLTS, factor of safety to be applied to the design loads to obtain the required ultimate load WELDED TO W10 WEB J capacity of each micropile shall be 1.67. (N) 8K1 BAR b. The sizes of reinforcement and casing to be used shall be as specified by the installer to JOISTS © 2'-9 achieve the loads required. Steel pipes used for casing material shall conform to the - - - - - - - - - j- - - - - - - (N) W10x12 E--� specifications of API N80with a minimum yield strength of 80 ksi. Reinforcing steel inside the pipes shall be Grade 75 all-thread rebar. - Y4" FITTED STFNR. (E) W1 2x26 REMOVE (E) CONC. AND C. Installer Qualifications: Installation shall be done by an authorized installation contractor h' FAR SIDE � I DECK AS REQ D FOR (N) experienced in the installation of the proposed type of piles. (E) W12x16 CANT. ADD Y4" WEB STFNR. R's AS STUB COL. PIPE 3 STD d. A representative of the geotechnical engineer shall be present during installation of the CLOSE TO (E) BM. CONN. AS micropiles. (E) W12x22 LOCATED W/ CAP AND BRG. h' W P POSSIBLE, EA. SIDE e. A written installation record shall be kept for each micropile, including reference number and 6" BEYOND SAME AS COL. ABOVE location, type and dimension, date of boring and nature of strata where each micropile is bored, total penetration, length and position of cavities in each micropile boring, depth of (N) HSS5x5x3/s (E) TS4x4x3/s REINFORCED (E) W12x14 penetration in bond zone, time of drilling at intervals not exceeding 15', details of splicing or FULL HEIGHT jointing operations, details of grouting operations, errors in position and inclination, and amount of grout and pressure used. f. Soil corrosivity and required mediation shall be determined by the geotechnical engineer and (E) PIPE 3 XXS micropile supplier, respectively. g. Proof load tests of 1.67 times the design loads shall be carried out on 5% of the piles ►-� installed plus additional piles as may be designated by the geotechnical engineer and in F--� accordance with ASTM D4945 or other approved standard. 3 (E) TS4x4x/s LOCATED 2"@ 8" h. The micropile installation contractor shall strip nd cut off the tops of the Iles to the ' ' I 3/s" cut-off levels specified on plan and prepare pthe pile heads as shown. P 6" BEYOND ADD C5x6.7 FULL i. The maximum permitted deviation of the finished micropile from the vertical at any level is 1 HEIGHT OF COLUMN a in 150. Should the deviation exceed these tolerances, the contractor shall submit a remedial proposal for the approval of the engineer. Failing this, the faulty micropile shall be replaced (E) TS4x4x3/6 by additional micropiles as necessary in positions as determined by the engineer. Do not force micropile tops into alignment. j. Where a micropile has been damaged during installation, testing or by other causes, the damaged pile shall be replaced by additional micropiles as approved by the engineer. SCALE: 3/4» = 1'-0" STEEL DECK: a. Steel floor deck shall be the depth, gauge and rib type indicated on the drawings. b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 or A.446 having a minimum yield strength of 33 ksi. C. Deck shall be manufactured and erected in accordance with standard recommendations of the Steel Deck Institute. d. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. Where deck is used as a concrete form, the side of the deck in contact with the concrete shall be CONT. EDGE L2Y2x2Y2x3/s phosphatized but not painted. e. Openings larger than 6" in diameter shall be approved by the structural engineer prior to PIPE COL. PER PLAN being cut into the deck. W/ BRG. t-Y2"xBM. f. Use welding washers for deck with thickness less than 18 gauge. WIDTHxO'-10 W/ STEEL BAR JOISTS: 2Y2" CONC. SLAB ON 9/s" (4)-5/8"0 THRU-BOLTS STEEL DECK PER PLAN a. Steel joists shall be designed, fabricated, and erected in accordance with "SJI Standard Specifications" for open web K and LH series joists. W12x22 KRM b. Provide special end bearings and chord extensions as shown on the drawings. designed by C. Provide all bridging, bracing and other accessories as specified by the joist manufacturer and BRG. T-Vx BM. WIDTHx KRM 123'-2 drawn by SJI requirements. � I d. Provide shop drawings, including calculations, to structural engineer for review riot to 0 -6 WELDED TO (E) T.0. C0NC. a _' TDH P g 9 g P W1 4x22 --- ------ ------ -- ------ ---- ----------- - checked by fabrication. (E) W14x22 I I LIGHT-GAUGE STEEL STUDS AND JOISTS: ® ® issued I I a. Stud subcontractor shall provide bridging and blocking as required for stability and stiffness of PERMIT 03/08/13 the final wall or roof assembly. b. Metal studs and josts shall be of the type, size, gauge and spacing indicated on the drawings. - - - - 99'-9y2 T.O. B. B M. C. Install "C" shaped headers over openings with webs back-to-back unless noted otherwise. � d. All 16-gauge and heavier structural studs and joists shall be formed from steel that conforms (E) W1 2x27 (N) 10K1 BAR to the requirements of ASTM 570-79 or ASTM A-446-D with a 50,000 psi minimum yield JOISTS © 3'-1 Y4 FITTED STFFNR. ,s stress. a EA. SIDE OF WEB e. All 18-gauge and lighter structural studs and joists shall be formed from steel that conforms 9 1 - - - - - - - - - - - - - - - - - - - - - - - - - - to the requirements of ASTM 570-79 or ASTM A-446-C with a 33,000 psi minimum yield (N) W10x12 stress. f. Structural studs and joists shall be coated with red zinc oxide paint, or shall be galvanized. g. All field-welded joints or ground areas shall be touched up with similar rust-inhibitive material. J L3x3xY4x0'-5Y2 W/ PIPE COL. PER PLAN (E) PIPE 4"XS (4)-%"0 THRU-BOLTS, W/ CAP F -Y2%13M. GENERAL REQUIREMENTS: PREVIOUSLY REINFORCED WELDED TO W10 WEB WIDTHxO'-10 W/ W/ TS5x2xY4 EACH SIDE (4)-5/8"0 THRU-BOLTS sheet a. Structural erection and bracing: The structural drawings illustrate the completed structure (VERIFY) I with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Submit shop and erection drawings for structural steel and steel joists to engineer for review prior to fabrication. This review is for general compliance with the intent 3 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0" S1 of the structural design. The architect and/or contractor are responsible for checking S1 S1 quantities, dimensions and coordination with other trades. C. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, JOB #1111 - 13 (E) PIPE 4"XS PREVIOUSLY REINFORCED W TS5x2xY4 EACH SIDE \� � §E;` (2)-#6 GR. 60 BARS IN (VERIFY) Ca°� EACH GROUT HOLE (E) 4" CONC. SLAB I FILL GROUT HOLES (E) CONC. FTG. W/ HIGH-STRENGTH EPDXY GROUT 03/08/13 I I I I I I r- 0) Ln - - - - - - - - - - - - - - - - - T L1 �1 c 0 � I— V) o, U Z ^o _ ° o 0 0.)� X a Q L N J N CAP fi' DETAIL TO BE SUPPLIED BY MICROPILE z INSTALLER, SUBMIT SHOP DRAWING TO ENGINEER FOR 00 APPROVAL / UNDERPIN FTG. W/ MICROPILES, SEE U - � "� PLAN FOR REQ'D CAPACITY 00 x U m U + O J 1 SCALE: 3/4" = 1'-0" S2 II II I I I III NOTE: CONTRACTOR IS TO FIELD VERIFY ALL I I I I III PREVIOUS REINFORCING OF EXISTING COLUMNS l AND ENLARGEMENT OF EXISTING FOOTINGS � I - — - - _- - - � i— _ - - - - _ 4- I� — — — — — I ►-� - - - II II I II III � E- II ® Cf) II II II II w —1 L � I Q I I I I I II II F I -1 o l o I I III I ,— — ° — (ELW10x15 (99 3 ) (E) W1Ox15 (99'-31 ) _ (E) W1Ox15 (9 '-7) L I L I I � cc -1 L I I I I III -1 (E) 3 0x3 0 FTG. (E) FTG TO BE PREVIOUSLY ENLARGED TO UNDERPINNED WITH ® 5'-Ox5'-O (VERIFY) MICROPILES TO SUPPORT 115K I I I LL 100'-0 � T. (E) CONC. rnl E FTG. TO BE rn I I (E) 3'-Ox3'-0 FTG. UNDERPINNED WITH rn PREVIOUSLY ENLARGED TO MICROPILES TO N I +-1-�' r I ,o It 5'-0x5'-O (VERIFY) SUPPORT 95K Q � L ° ° (E) W12x19 (99'-6)' )- X (E) W1 2x19 (99'-61 ) X E) 12x27 L L _ L L I I 1 s2 s1I designed by KRM drawn by KRM checked by TDH issued I I I I I I I I I I I PERMIT 03/08/13 I I I I I I I I NORTH NORTH FOUNDATION PLAN SCALE: 1 /4" = 1 '-0" FIRST FLOOR FRAMING PLAN SCALE: 1 /41) = V- 0" sheet PLAN NOTES PLAN NOTES 1. ALL COLUMNS ARE LABELED AT THE TOP. 1. ALL COLUMNS ARE LABELED AT THE TOP. S2 4. (E) INDICATES EXISTING CONSTRUCTION: (- ). (N) INDICATES NEW CONSTRUCTION: ( ) 4. (E) INDICATES EXISTING CONSTRUCTION: ( -). (N) INDICATES NEW CONSTRUCTION: ( ) 5. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND 5. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT CONDITIONS. CONDITIONS. JOB #1111 - 13 (E) PIPE 3"STD �v�� �; P o� REINFORCED PER 3/S3 �m }f � 2Y2" CONC. SLAB ON 9/16" STEEL DECK PER PLAN . I CONT. EDGE L5x3xY4 /--(N) 8K1 BAR JOISTS (N) W6x25 @ 2'-9 114' 0 03/08/13 I �i - SHEAR t-Y"x4"x0'-4 i.. - T.0. CONC. WELDED TO COL. AND Mai BM. WEB 0) rn I I rn - - � rn � - - - - - - - - - - N � 0) - - - - - - - - - - - - - - - - - - 6p °' 77 77�_ - � ITS - - Z o0 ��_ - - - X a, = a Z � � VERIFY (E) WEB STFNRS, Q Q) (E) 12K1 BAR JOISTS I ' > ADD IF REQ'D W/ SLOPING CONC. (n Z C SLAB, REMOVE SLAB AS ; � �� o � O � � REQ'D BELOW (N) W6 (E) PIPE 3"STD COL. TO U 00 BE REINFORCED FULL HEIGHT p Ln C° (E) W1 2x26 BM. (E) TS I X 00 4x4k3 �I o I - - � +� p o y ADD C4x5.4 EACH SIDE, FULL HEIGHT OF COLUMN N c i 0 j 3/s" 2"@ 8" ox - 3: o _ o w M rn 7s �- 1 C/) L ----------- (E) PIPE 3"STD J - - - - >, -1 o � S3 SCALE: 3j4„ = 1'-0" � <11�6 � I fy_ Of Co W 2Y2' CONC. SLAB ON 51/6 \ Z11�0"�-STEEL DECK PER PLAN (E) PIPE 3"XXS IW 12x58 4) _ _ _ ® Cy (N) 81<1 BAR JOISTS 2'-9 S3 2 T10 CONC. \ �p / // S��P , o S3 / 0 W X11 �� - - \ / /�> R - m w .. 1 / / i co r N N `� 114'-0 - 1171 - ✓/ I Ilk - - - 113'-� I I o--I ;n T.0. (E) CONC. ® O VERIFY (E) WEB STFNRS, / �'� / T.O. (E) CONC. / i X ADD IF REQ'D \ o, W / i IM cn - - - - - � \ i' 6i ��� / N N z n �4_ ADD 3/8" WEB STFNR. AT \ Q i 0, / Q Q ^ 1 cfl GROUT SOLID (3) COL. LOCATIONS J J' c\o N BELOW (N) BM. \ / @ ,i o N I I N ABOVE (E) COL. 113'—OY \ ,� / / z w �S EACH END (E) PIPE 3"XXS COL. TO / �I T.O. (E) CONC. rn i - 1 BE REINFORCED FULL \ 114'-0 / N HEIGHT \� Q ' (E) TS4x4 COL. � i i \ / T.O.T (N)-CONC. I - N 110 \ / ADD C45.4 EACH SIDE, FULL HEIGHT OF COLUMN \ 3/ 2 8 (E) W 12x14 (112'-6 3/4) ��6 E W 12x14 (112'-9 1/4) E4 \--(E) PIPE 3"XXS 3 N W10x12 113'-9Y2 S1 r27'*N SCALE: 3/4" = 1'-0" S3 2Y2" CONC. SLAB ON 9/6"x26 GA. STEEL DECK 2Y2" CONC. SLAB ON 9/6" (0.6C26) REINF. W/ KRM STEEL DECK PER PLAN 6x6-W2.1 xW2.1 WWF 2 I I s1 I I I designed by drawn by KRM (N) 8K1 BAR JOISTS checked by TDH © 2'-9 2 5 issued 114'-0 T.O. CONC. PERMIT 03/08/13 - - - - - - - - ��L// - - - -��_. NORTH SECOND FLOOR FRAMING PLAN SCALE: 1 4" = 1 '-0" ___ ��1// (E) 101­12 BAR JOISTS W/ PLAN NOTES 2Y2 CONC. SLAB 1. ALL COLUMNS ARE LABELED AT THE TOP. (E) 12K1 BAR (E) W12x16.5 2. (E) INDICATES EXISTING CONSTRUCTION: ( - ). (N) INDICATES NEW CONSTRUCTION: ( ) JOISTS 3. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet REMOVE (E) (N) W6x20 BM. AND ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO CONC. AS REQ'D CONT. L5x3x3/8 SIM. TO ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT SECT. 1/S4 AND 2/S4 CONDITIONS. (E) W12x22 0 0 1 SCALE: 3/4" = 1'-0" S3 JOB #1111 - 13 1fy f��j 3 CONT. EDGE L2Y2x2Y2x/6 solo���� 03/08/13 2Y2" CONC. SLAB ON 9/6" STEEL DECK PER PLAN FIELD VERIFY SPLICE a, 1" RET. LOCATION AT (E) PIPE I 3/16" / 123'-2 U ,d- (j) CONC_ ONC - --- - - -- - ----- Z ^0 — o C � rn rn 0 �• 3�6 X < I Q L N J rn rn rn � •� (N) 10K1 BAR N N N Z Cl N C JOISTS © 3'-0 " OU N N 00 m L,I Ln Lq C) L (N)W12x22 (E) PIPE 3" STD t° _ c° ° X 00 TO BE REINFORCED NI N N '- XU m U O U I � SHEAR F -Y4"x5"x0'-8 3: L o Q w� w w � > (E) PIPE 3" STD. 3/6„ 2C� 8 I I Q ` ) ADD L3x3x9/16 FULL - - - - - - - - - - - - O - - - - - - - - HEIGHT OF COLUMN BELOW THIRD FLOOR Q 3 II I I I [� 3 SCALE: /4” = 1'-0" m S4 III I I o 2Y2" CONC. SLAB ON 9/16" STEEL DECK PER PLAN 3/6" V 2"@12" 3 2Y2' CONC. SLAB ON S4 I 9/16"x26 GA. STEEL DECK Q 123'-2 (0.6C26) REINF. W/ 1 1i T.O. CONC. ji � 6x6-W2.1 xW2.1 WWF W �� _ - - - - �- S4 rn N �� �_� 123'-2 ^ 123'-2 ^ T.O. (N) CONC. © T.O. (E) CONC. ® Q rn r--� 0) MATCH E m I N (6 N L4 N 3/6" 2"@l 2" (E) 10H2 BAR JOISTS W/ o m 2Y2' CONC. SLAB N 00 N < N N m 00 N 3/6" 2"©12" CAP R-Y2% BM. WIDTH x 0'-8 WELDED TO (E) Y w ADD %" WEB STFNR. AT BEAM (3) COL. LOCATIONS (N) HSS3Y2x3Y2x3/6 ti (DN 'N I II I - - - - - - - - S4 `� .7 z U 2 SCALE: 3/4" = 1'-0" '- S4 (N) W10x12 (122 11Y2) I I 2Y2" CONC. SLAB ON 9/16" STEEL DECK PER PLAN I I 1 I I s1 designed by KRM drawn by KRM 3/16" 2"Q12" checked by TDH J 4 5 issued 123'-2 T.O. CONC. PERMIT 03/08/13 7 — NORTH (N) 10K1 BAR JOIST THIRD FLOOR FRAMING PLAN SCALE: 1 4" = 1 '-0" S @ 3'-0 L—(E) 10H2 BAR JOISTS W/ PLAN NOTES 2Y2' CONC. SLAB 1. ALL COLUMNS ARE LABELED AT THE TOP. (N) W8x28 BM. TUCKED UNDER (E) EDGE L TO (E) W12x16.5 2. (E) INDICATES EXISTING CONSTRUCTION: ( - ). (N) INDICATES NEW CONSTRUCTION: ( ) BUTT AGAINST TOP FLANGE OF (E) BM. 3. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT CONT. L5x3x3/8 (SEE CONDITIONS. SECT. 2/S4 FOR WELDS) S4 1 SCALE: 3/4" = 1'-O" S4 JOB #1111 - 13 a ION 03/08/13 r4) Ln U Z 'moo _ -p 0 � r- rn C rn�• Z � � < IIj- I— Q L J N C z I � a 00 Ln Ln 0 r7 0 ro 0 ° �t 00 0 0 N N N N N m NI © x © x @ OQ N Cn W 0 W -� -p � 132'-4 f v of CONT. L4x4xY4 m T.O. (E) CONC. m m 132 '-2Y 131'-10Y2 T.O. C0NC. J N N N S S S v 131 101 BMS. (SLOPES) o 0 0 W W W (N) W6x12's © 3'-3 I� � L4x4xY4x 0'-4 WELDED TO BOTH BM. WEBS F--� r___ N PIPE 3 STD W CAP F F F ( ) / S � t–Y2"x BM. WIDTH x 0'-8 - - - - - - - - - - - - W/(2)-5/8"O THRU BOLTS L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ITT � 7 � 7 I F7 S5 3 SCALE: 3/4" = 1'-0" 1Y2' MAX. STONE ON SLOPING S5 4"-2Y2" CONC. SLAB ON 1" x 24 GA. STEEL DECK (1.0024) REINF. W/#3's@12" O.C. EA. '� W WAY OR 6x6-W2.9xW2.9 WWF ® o (WATERPROOF MEMBRANE o 0 1 z U� LN PER ARCH.) _ X _ a_ ;7 (N) SLOPING 4"-2Y2" r0 3 M _j CONC. SLAB ON 1" `) STEEL DECKING PER N PLAN (E) PIPE 3 STD. o o X I I� cc " � 0 0 1 RET. - z z � Ld W 132'-2Y T.O. CONC. �- 131,-11 (SLOPES) = 131 -10Y2 -- - - - - - T.O. (N) BMS. T.O. (E) BM. W6x15 (131'-10Y2) - N o (N) W6x12's @ 3'-3 - JL _ - - - - - 3 L4x4xY4x 0'-4 WELDED SHEAR h'-Y4"x8"x0'-8 S5 _ I� TO BOTH BM. WEBS 1 - (E) W14x26 (N) W1Ox26 W/ CONT. � I � III FLANGE WELDED TO TOP (E) PIPE 3" STD E-4 l TO BE REINFORCED i iii II � O � L (E) PIPE 3" STD. Or/ 3/6„ 2„@ 8” L SEE SHEET S6 FOR LOW - — - - - — - - - - — — - ADD L3x3x5/6 FULL ROOF BEAM HEIGHT OF COLUMN designed by KRM drawn by KRM 2 SCALE: 3/4" = 1'-0" s5 checked by TDH 2 J 4 5 issued PERMIT 03/08/13 2"@12" NORTH FOURTH FLOOR FRAMING PLAN SCALE: 1 4" = 1 '-0" 132'-2Y2 132'-4 PLAN NOTES --------------- T.O. CONC. T.O. CONC. (SLOPES) ----------�- 1. ALL COLUMNS ARE LABELED AT THE TOP. 2. (E) INDICATES EXISTING CONSTRUCTION: ( ). (N) INDICATES NEW CONSTRUCTION: ( ) �ii (E) 10H2 BAR JOISTS W/ (N) SLOPING 4"-2Y2" - 2Y2" CONC. SLAB 3. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet CONC. SLAB ON 1" ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO STEEL DECKING PER ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT PLAN CONDITIONS. (N) W6x12 W/ CONT. L4x4xY4 WELDED TO TOP FLANGE 1 SCALE: 3/4" = 1'-0" S5 JOB #1111 - 13 NON-COMB. PLYWD. oar*. SHEATHING :`� ,gyp JIEF �P 9Y4"x15/$"x 16 GA. STEEL JOISTS @ 16" O.C. SIMPSON A34 AT EACH LOOKOUT 03/08/13 Or4) Ln U Z ^o _ _0 0 � CONT. 9Y4"x1Y4"x20 0 C 1�0 rn�• GA. TRACK (N) W8x10 Z 0)± < HEADER BEAM Q L I I N PIPE COL. PER PLAN / Z ( ) I I I � I c W CAP -Y2%4"x0'-8 z O 00 / R 2 w U NLn W/(2)-!Y 8"O THRU-BOLTS m r co I L � 00 �� mo 3 SCALE: 3/4" = 1'-0" — — — S6 z o mm I IIII I I I I x -L� I �t (E) RIDGE 5/$" NON-COMB. PLYWD. — — — — - SHEATHING �- m II N O 9Y4"x15/8"x 16 GA. STEEL REMOVE (E) WALL BELOW X JOISTS @ 16" O.C. AND (E) LOOKOUT C14 CONNECT (N) STEEL JOIST FRAMING AT ROOF EAVE ir BLKG. BTWN. RAFTERS TO (E) 2x10 RIM W/ DBL. JOIST AT BRG. TYP. / #10x3/4" SELF-TAPPING SCREWS @ 12" O.C. (N) 9Y4"x19/8"x16 GA. FT___ ------------- STEEL JOISTS @ 16" (9255162-54) W10>12 L_L L � i � Q 2 � (E) 2x10 RAFTERS @ 24" S6 II II N I � Q III p 9Y4"x1Y2"x20 GA. CONT. TRACK 1 ^ W (N) W10x12 HEADER o z l BEAM (W8x10 AT (E) W12x16 SLOPING x -� "SIM") BEAM z N o I I I I I I I U)w I I ® SHEAR TAB: Y4% 6 x0 -4 WELDED TO III S6 1__� r--� BOTH BEAM WEBS (E) PIPE COL. I 0 I I I III IIIN IIII NOTE: AT "SIM" PROVIDE (N) PIPE rl �--+ (N) BRG. WALLS BELOW: —� _� c COL. PER PLAN W/ Y2"x4"x0'-8 5Y2"x1;/8"x20 GA. STEEL O SLOPING CAP WELDED TO (E) BEAM STUDS (5505162-33) © 16" II.� W/ 5/s" GYPSUM SHEATHING - III EACH FACE Q S Q 2 SCALE: 3/4" = 1'-0" S6 I � lo—A O (N) 9Y4"x15/s"x16 GA. - -� STEEL JOISTS @ 16" (925S162-54) ALIGN ROOF PLANE TYP. 1 III C I W8x10 t _F _T 11 5 Q�Q 9Y4"x1)2"x20 GA. CONT. TRACK L S6 9Y4„x1 /s„x 16 GA. STEEL JOISTS Q 16” O.C. - 5/$” NON-COMB. PLYWD. SHEATHING designed by KRM drawn by KRM checked by TDH 2 O 4 O SIMPSON A44 W/(4)-#10 = issued SCREWS TO RAFTER AND O (4)-DRIVE PINS TO STEEL � ' DBL. JOIST AT PERMIT 03/08/13 BEAM BACKSPAN OF LOOKOUTS NORTH _ o - ROOF FRAMING PLAN SCALE: 1 4" = 1 ' @ BRGB Wp. RAFTERS SIMPSON S/JCT HANGER, TYP. PLAN NOTES / O 1. ALL COLUMNS ARE LABELED AT THE TOP. W10x12 HEADER 2. ROOF SHEATHING IS 5/s" APA RATED SHEATHING, EXPA, SPAN RATING 40/20, NON-COMBUSTIBLE. 3. (E) INDICATES EXISTING CONSTRUCTION: ( - — — — -). (N) INDICATES NEW CONSTRUCTION: ( ) 4. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet CONT. 9Y4"x1)/2"x20 GA. ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO TRACK ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT CONDITIONS. e 1 SCALE: 3/4" = 1'-0" S6 JOB #1111 - 13 D UCTUJ0 LEGEND F I F E NG LEGEND GENE SAL LEGEND FLAN A55 V f AT f ONS D 3 f N COND f T f ON6 N � �Q �,c LU SINGLE LINE DESCRIPTION DOUBLE LINE 6 � AFF ABOVE FINISHED FLOOR WINTER DESIGN TEMPERATURES: INDOOR: 70 F DB � � ABV ABOVE OUTDOOR- -20 F DB 90° ELBOW DOWN FF OR 104 GATE VALVE W r� OR �� CHECK VALVE OT THERMOSTAT BLW BELOW SUMMER DESIGN TEMPERATURES: INDOOR: N/A O 90° ELBOW UP OR BALL VALVE CARBON DIOXIDE (CO2) SENSOR CFM CUBIC FEET PER MINUTE (AIR QUANTITY) U_ V 1- 4 � �� -f- ON NUMIDISTAT CO CLEANOUT OUTDOOR: N/A � (bl OFFSET TO CHANGE ELEVATION � BUTTERFLY VALVE � ( At 30° WHEN POSSIBLE. ' w SD SMOKE DETECTOR GONG CONCRETE ELEVATION 8150 FEET \ OR PLUG VALVE • /� , ARROW SLOPES DN. ) O SENSOR DN DOWN GPM " �? CIRCUIT SETTER WITH GPM , i POINT OF DISCONNECTION EA EACH Z LL ROUND RADIUS ELBOW GLOBE VALVE 8 POINT OF NEW CONNECTION EC ELECTRICAL CONTRACTOR W M PC LL1 OR -�- STRAINER (Y-TYPE) WITH BLOW-DOWN O FLOOR DRAIN EG ETHYLENE GLYCOL 90° STRAIGHT TEE OR �� TWO-WAY AUTOMATIC CONTROL VALVE - ? FLOOR SINK ETR EXISTING TO REMAIN OR THREE-WAY AUTOMATIC DIVERTING VALVE 6y X 90° CONICAL TEE OR �� SOLENOID VALVE I HORIZONTAL CLEANOUT EXH EXHAUST W 0 � OR VERTICAL (OR SLAB) CLEANOUT FD FIRE DAMPER OR FLOOR DRAIN (�) (a - - OR PRESSURE REGULATOR (OR REDUCING VALVE) FPC FIRE PROTECTION CONTRACTOR 45° BRANCH M+- THERMOSTATIC MIXING VALVE P4 1.! -► � � THREE-WAY � (EE-WAY MODULATING MIXING VALVE �F I � V I C GPM GALLONS PER MINUTE (WATER FLOW RATE) °' MOD MOTOR OPERATED DAMPER 5�4 T INDEX o r- 45° CONICAL TEE DP DIFFERENTIAL PRESSURE VALVE DESIGNATION � : s� OA (OR OSA) OUTSIDE AIR OR S� PRESSURE RELIEF VALVE PC PLUMBING CONTRACTOR SHEET DESCRIPTION Z 0 SIZE OR SHAPE TRANSITION MANUAL AIR VENT SIZE (INCHES) RA (OR R/A) RETURN AIR M0.0 MECH COVER SHEET ra AUTOMATIC AIR VENT NOTE: FOR STANDARD MODULE SIZE MI.O SCHEDULES 4 SCHEMATICS MM" PUMP --A ROUND FLEXIBLE DUCT REGISTERS, SIZE GIVEN IS NECK SA (OR S/A) SUPPLY AIR SIZE. REFER TO AIR DEVICE SCHEDULE S. DMPR SMOKE DAMPER M2.1 FIRST LEVEL MECHANICAL PLAN OR PRESSURE GAUGE WITH GAUGE COCK SHEET FOR MODULE SIZE. Sv STUDOR VENT (SIZED BY CONTRACTOR) M2.2 SECOND LEVEL MECHANICAL PLAN 90° ELBOW DOWN PRESSURE SENSOR "' = AIR QUANTITY (CFM)CA = COMB. AIR TYP TYPICAL M2.3 THIRD LEVEL MECHANICAL PLAN IVL�VI � PRESSURE / TEMPERATURE TEST PORT OSA = OUTSIDE AIR 1216 D-250 RET = RETURN TRANS TRANSITION M2.4 FOURTH LEVEL MECHANICAL PLAN 90° ELBOW UP TEMPERATURE SENSOR EXH = EXHAUST T/A THROW AWAY ICI MUA = MAKE-UP AIR Q DROP/ RISE OFFSEt t0 CHANGE ELEVATION (AT 30° DROP/ RISE THERMOMETER WELL UNLESS NOTED OTHERWISE WHERE POSSIBLE). ARROW IN DIRECTION ��� 0 THERMOMETER TYPE AIR DEVICE. UNO OF AIRFLOW. INDICATE DROP OR RISE. N-�L�I RE: SCHEDULE SHEET XFR TRANSFER e BTU METER (FLOW 4 TEMPERATURE DIFFERENCE) ROUND RADIUS ELBOW FLOW METER a FS FLOW SWITCH GENERAL MECHANICAL SPECIFICATIONS o RECTANGULAR ELBOW WITH TURNING VANES AQUASTAT General V 1> 0 OR FLEXIBLE PIPE CONNECTOR Piping SPLIT BRANCH TAKE-OFF 1. Immediately notify the engineer of any discrepancies. J p WITH SQUARE ELBOW 4 -I PIPE UNION 16. Domestic Hot, Cold&Recirculation piping inside building- Type'L' copper water tube, Q SPL ITTER DAMPER 2. Do not scale drawings. Verify dimensions in field prior to commencement of work. wrought copper fittings and no lead solder. D SPLIT BRANCH TAKE-OFF QUICK CONNECT (GAS) OR HOSE BIB (WATER) � a WITH RADIUS ELBOW 4 OR RADIANT OR SNOWMELT MANIFOLD WITH ACCESS 3. Work shall be performed in a workmanlike manner to the satisfaction of the architect& 17. Waste&Vent piping- Standard weight, C.I. soil pipe, and fittings, or hubless, C.I. soil Z If SPLITTER DAMPER the engineer. pipe and fittings. Up through 2-1/2" may be standard weight, galvanized steel pipe with 00 0__ PIPE UP OR PIPE UP 4 DOWN black, C.I. drainage fittings. W M J BRANCH TAKE-OFF WITH C OR G- PIPE DOWN 4. Labor, materials, and equipment shall conform to the latest applicable editions of local, ., RADIUS HEEL AND DAMPER H C State of Colorado, and National Codes and ordinances. If conflict between those 18. Heating Water piping- Type L copper water tube,wrought copper fittings, and no lead publications exists, the most stringent requirement shall apply. solder. Z N BRANCH TAKE-OFF WITH F f F f NG D 5 f GN A T f Oi5 �, AIR EXTRACTOR 5. Provide record drawings to architect. Drawings shall include all addendum items, 19. Drain Pan piping - Type 'M' copper,wrought copper fittings, and no lead solder. W N CWS/R CHILLED WATER SUPPLY/RETURN change orders, alterations, re-routings, etc. = Z LINED DUCTWORK CS/R CONDENSER WATER SUPPLY/RETURN 20.Copper pipe Valves and Specialties: 1A 0 (UNLESS NOTED OTHERWISE) HWS/R HEATING WATER SUPPLY/RETURN 6. The drawings show the intent of the mechanical systems but do not show all details Z HWS/R(HT) HEATING WATER SUPPLY/RETU�1 HIGH TEMP required. It is the responsibility of the contractors to install complete &operable Gate Valves: Bronze, Class 125, 200 lb. W.O.G. 0 SQUARE NECK CEILING DIFFUSER HWS/R(LT) HEATING WATER SUPPLY/RETURN LOW TEMP systems, which conform to the manufacturers' installations instructions & industry Ball Valves: Bronze, Class 125, 200 lb. W.O.G. J 4-WAY DIRECTIONAL THROW SMS/R SNOWMELT SUPPLY/RETURN standards. Check Valves: Bronze, Class 125, 200 lb. W.O.G. J Z UNLESS INDICATED OTHERWISE R RS 4 RL REFRIGERANT SUCTION 4 REF. LIQUID Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose, a ROUND NECK CEILING DIFFUSER ----------- DOMESTIC COLD WATER CDCW) 7. Systems shall be tested for proper operation. If tests show work is defective, contractor balancing/shut-off valve, Hoffman, Sarco, or equivalent. > In O 0 4-WAY DIRECTIONAL THROW ( )I ------------- DOMESTIC HOT WATER (DHW) shall make corrections necessary at no cost to owner. Z UNLESS INDICATED OTHERWISE �� DOMESTIC HOT WATER RECIRC (DHR OR DWR) 21.Support pipe with rod and clevis or clamps. No pipe tape allowed. 0 ----------------- T 180 DOMESTIC HOT WATER AT TEMP SHOWN 8. Coordinate architectural structural electrical landscaping, fire protection and interior LU 0 SIDEWALL SUPPY GRILLE V OR REGISTER WITH W WASTE (IN FLOOR) design drawings with mechanical drawings prior to installation. 22.Dielectric Unions -Furnish and install a dielectric union at all connections where J AIR EXTRACTOR - - - - -V- - - - - VENT (IN CEILING) non-ferrous material is in contact with ferrous material and fluid in not protected with m GW GREASE WASTE 9. Offset piping, ductwork, etc. as necessary to accommodate structure,beams, columns, corrosion inhibitors. m SUPPLY DUCT RISER m PW PRESSURIZED WASTE and existing equipment. r IW INDIRECT WASTE 23.Install plumbing clean-outs as required by applicable codes. N BD BUILDING DRAIN 10. Refer to ComCheck report for additional mechanical requirements. J RETURN, EXHAUST OR BS BUILDING SEWER 24.All penetrations of fire-rated assemblies shall be made with metallic pipe. Seal annular OUTSIDE AIR DUCT RISER SD STORM DRAIN Remodel& Demolition space with fire sealant, by Hilti, 3M or approved equal fire stopping systems. OD OVERFLOW DRAIN (STORM) 11. Visit site prior to bid and verify the conditions. Include in the bid, costs required to 25.Install shut-off isolation valves at all hydromc baseboards. Valves shall be accessible. CEILING RETURN AIR SOD SEDIMENT 4 OIL DRAIN GRILLE OR REGISTER G NATURAL GAS make work meet existing conditions,whether indicated or not. MPG MEDIUM PRESSURE NATURAL GAS 26.Install one 2-way zone valve at each hydronic baseboard zone. Valve shall be accessible LPG PROPANE GAS 12. In as much as design for remodel and/or rehabilitation requires that certain assumptions and shall have a minimum Cv rating of 3. _ DOOR GRILLE D DRAIN be made regarding existing conditions and because some of these assumptions cannot be CD CONDENSATE DRAIN verified without destroying otherwise adequate or serviceable portions of the building. Ductwork F FIRE SPRINKLER The engineer cannot assure the owner or the contractor that the professional consulting MANUAL BALANCING DAMPER - CA COMPRESSED AIR services herein encompass all contingencies. Field coordination during construction is 27.Duct sizes shown on drawings are outside (sheet metal) duct dimensions. CxSS/R GEOTHERMAL SOURCE SUPPLY/RETURN imperative. Contractors bidding this work must make reasonable allowances for unseen ISSUED FOR: DATE: SWS/R SOLAR WATER SUPPLY/RETURN conditions. 28.All dryer and bath exhaust ducts shall be rigid round sheet metal ducts, 26 gauge or COORDINATION 02.26.13 MOTORIZED DAMPER - (E) EXISTING heavier. Flex duct shall only be used for the final connection to the fan(3 feet maximum (UG) UNDERGROUND 13. Field verify locations of all existing piping, equipment, ductwork, etc. length), for vibration isolation purposes. COORDINATION 02.28.13 14. All new ductwork,piping, equipment, etc. is shown with dark lineweight. All existing 29.Seal all ductwork joints and vapor barrier penetrations at all exterior walls. PERMIT 03.08.13 SMOKE DAMPER - ductwork,piping, equipment, etc. is shown with light lineweight. 30.Provide backdraft dampers at any and all ductwork penetrations through exterior wall Insulation (except outside air and combustion air ductwork). FIRE DAMPER - 15. Insulate all new HEATING WATER,DOMESTIC HOT WATER&DOMESTIC HOT 31.All ductwork or surfaces which are visible behind a grille,register, or diffuser shall be WATER RECIRCULATION piping with Armacell AP/Armaflex flexible elastomeric painted flat black. COMBINATION FIRE AND SMOKE DAMPER - thermal insulation. Insulation shall have a thermal conductivity of 0.26 Btu in/(h ft2 F) F/S F/S or less and must have a UL 94 5V-A rating. Insulation thickness shall be as follows (in 32.Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. DUCTING: IP PING: compliance with the 2012 IECC,refer to footnote "a"). all ducts during CEILING RADIATION DAMPER - OA - OUTSIDE AIR 33.Seal off CH - CHILLED/HEATING WATER construction. © 2012 MICHAEL SUMAN ARCHITECT,LLC. TE - TOILET EXHAUST DW - DOMESTIC WATER Pipe Service Insulation Thickness ALL RIGHTS RESERVED. G - GAB HWS/R 1 inch Controls SCALE: N/A GENERAL: SM - SNOWMELT DHW 1 inch GRAVITY BACKDRAFT DAMPER - US - UTILITY SHAFT SD - STORM WATER (SD AND/OR OD) DRAWN: BJH WV - WASTE AND/OR VENT DHR 1 inch 34.Mount all thermostats 5'-0" above finished floor. 35.All thermostats shall have a temperature range suitable for the application and have PROJECT#: 13014.00 S DUCT MOUNTED SMOKE DETECTOR O pw adjustable set points. The thermostats shall be able to display temperature setpoint and SHEET TITLE: MECH COVER SHEET RISER NUMBER room temperature. All thermostats shall be approved by the owner. \ / CEILING ACCESS PANEL \ / 36.See Sequence of Operation for additional control information. _ WALL CAP - BATH OR DRYER EXHAUST MOIFO WITH INTEGRAL BACKDRAFT DAMPER SEQUENCE OF OPERATION B IN F I TUCONNECTION 5CDUL 1. EF-1 Bath Exhaust Fan PL U X AUK ANA COY I a. Fan shall be controlled by a separate line voltage on/off wall switch. FIXTURE ,415REVIATION HW G i W WASTE VENT DRAIN SYM. DESCRIPTION FAN MANUFACTURER REMARKS `Q � 39 ` S - �. CFM SP '� SL W/A/HP VOLT SONES MODEL NO. 0+• . .r� • .• 2. BB-1 Hydronic Baseboard Heat W CLOTHES WASHER ROUGH-IN GWRI 1/2" 1/2" 2" 1-I/2" -- 1 � a. Upon a call for heat from wall mounted thermostat, zone valve (located inside (N) EF-1 BATH 80 0.111 15 W I IE0 0.4 PANASONIC Cr � baseboard enclosure on heating water supply pipe) shall open to flow finned tube DECK DRAIN DD -- -- __ __ 2 EXHAUST FV-08Va5 0 U �- element. Valve shall close when call for heat is satisfied. 2 REMARKS: LAVATORY LAV 1/2" 1/2" 1 1/2" 1 1/2" -- 1. INTEGRAL GRAVITY BAGKDRAFT DAMPER. 2. UL 555C RATED CEILING RADIATION DAMPER (PANASONIC PC-RD05C3). * \ a TUB/ SHOWER TUB 1/2" 1/2" 2" 1 1/2" -- X P �r WATER CLOSET (1.0 GPF, FLUSH TANK) WC -- 1/2" 4" 2" -- - SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. � � I NG D Rt—'t I I �l� W � �Q MINIMUM PIP 15 3/4E SIZE TO 2 OR MORE FIXTURES IS 3/4 . 10 (9r SYM. DESCRIPTION CAPACITY MANUF. 8 MODEL REMARKS W (P X 990 I D ( C DECK DRAIN POLISHED ZURN 2"0 PIPE SIZE, 6"x6" STRAINER, „ cfJ (N) D D-1 BRONZE SQUARE TOTAL ADJUSTABLE RANGE I5 1 TO 2-le/3211 (STORM DRAIN) STRAINER Z5415-2NH-55 6 5YM. USE LOCATION FINISH AGG. MANUF. 4 MODEL 69 00 IE TRANSFER #2(o TITUS SEE PLANS FOR DUCT SIZE (N) TG-1 WALL - - EMODEL= L=EGEND z GRILLE WHITE 25 RL NOTATION DESIGNATION BA,5 BOARD HEAT (A) ABANDON - EXISTING TO BE ABANDONED IN PLAGE SYM. AVG. WATER TEMP GPM BTU/H PER LF FIN 4 TUBE MANUF. 4 MODEL REMARKS (D) DEMO - EXISTING TO BE DEMOL I SHED 55 FINS PER FT. HAYDON 15 GAUGE (E) EXISTING - EXISTING TO REMAIN Q (N) BB-1 1800F I 850 3/4" COPPER FRONT COVER TUBE H I-OUTPUT 958-2 (R) RELOGATE - EXISTING TO BE RELOCATED Z O D NO TAG OR (N) NEW - NEW ENTIRELY a cc O J O 0 o gS I F� � mss IFS o System No. F-E-1004 cc REFER TO FLOOR > o System No. F-E-5004 o c us F Rating — 1 Hr W PLANS FOR RISER O a LO U_ LOCATION. C us F Rating - 1 Hr w Classified by T Rating —0 Hr DW Z Underwriters Laboratories,Inc. CIF Classified by T Rating - 1/4 Hr to UL 1479 and CANIULC-5115 1 0 Underwriters Laboratories,Inc. to UL 1479 and CAN/ULC-S115 L16 PIN 4 1A FOURTH LEVEL N O 3 1 1A — — —� NEW BATHROOM 4 a--I F CWRI AT UNIT 308 LV A i; — _ 4 F '' j. . — A 1A Z a . a . y 3 2 a. v PROVIDE ACCESS 3/4" DCW O 3 • 2 PANEL IN CEILING OF I I 3/4" DHW J CLOSET FOR ACCESS 1 Z 16 TO SHUT-OFF VALVES I I 3/4" DHR J Q (TYP. OF 2). 1 ; O A I ., THIRD LEVEL O 2 Tool v V 4 3 O I I O SECTION A-A y A �� NEW BATHROOM 4 J UJ L GWRI AT UNIT 208 m 1.Floor-Ceiling Assembly—The 1 hr fire rated concrete and steel joist Floor-Ceiling assembly shall be constructed of the materials in the 3 T individual G500 Series Design in the UL Fire Resistance Directory,as summarized below: 1 C 1" DCW N 2 1" DHW A.Concrete Floor—Normal weight or lightweight(100-150 pcf)concrete over metal lath or steel deck as specified in the individual 3/4" 3/4" DCW DHR J G500 Series Design.Diam of floor opening to be 5-1/8 in. 3 3/4" DHW SECTION A-A 3/4" DHR B.Joists Steel—Joists or Structural Steel Members*as specified in the individual G500 Series Design. Un Q Q C.Gypsum Board*—Min 5/8 in.thick,screw-attached to furring channels as specified in the individual G500 Series Design.Diam of FIRE5TOP PENETRATIONS PER ceiling opening to be 1-1/2 in.larger than OD of insulated pipe(Item 2 and 3). DETAILS M1.0/5 (BARE PIPE) 4 1 M1.0/C (INSULATED PIPE) ITYP). I 2.Through Penetrant—One metallic pipe or tube to be installed within the opening.Penetrant to be located approx midway between joists 1. Floor-Ceiling Assembly—The 1 hr fire rated concrete and steel joist Floor-Ceiling assembly shall be constructed of the materials and in the e _— . ° - . _, . __ ° I _ SECOND LEVEL and rigidly supported on both sides of floor-ceiling assembly.The following types and sizes of metallic tubes or pipes may be used: 0 1 [1 I manner described in the individual G500 Series Design in the UL Fire Resistance Directory,as summarized below: A.Concrete Floor—Normal weight or lightweight(100-150 pcf)concrete over metal lath or steel deck as specified in the individual G500 Series I 4- A.Copper Tube—Nom 2 in.diam(or smaller)Type L(or heavier)copper tube. Design. Diam of floor opening to be max 1 in larger than OD of through penetrant. '� B.Copper Pipe—Nom 2 in.diam(or smaller)Regular(or heavier)copper pipe. C.Steel Pipe—Nom 2 in.diam(or smaller)Schedule 10(or heavier)steel pipe. B.Joists—Steel joists or Structural Steel Members*as specified in the individual G500 Series Design. � mi C. Gypsum board*—Min 5/8 in.thick,screw-attached to furring channels as specified in the individual G500 Series Design. Diam of ceiling (EE 1 ��/2'DDHW ISSUED FOR: DATE: 3 Tube Insulation-Plastics+—Nom 3/4 in.thick acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam furnished in the form of opening to be max 1 in. larger than OD of through penetrant. (E) 3/4" DHR tubing.The annular space between the insulated through penetrant and the periphery of the opening shall be a min of 1/2 in.to a max 1 in. 2.Through Penetrant—One metallic pipes,conduit or tube to be installed either concentrically or eccentrically within the opening.Annualar space COORDINATION 02.26.13 to be min 1/4 in.to max 3/4 in. Penetrant to be located approx midway between joists and rigidly supported on both sides of floor-ceiling assembly. COORDINATION 02.28.13 See Plastics+(QMFZ2)category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized The following types and sizes of metallic pipes,conduits or tubes may be used: PERMIT 03.08.13 Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be A.Steel Pipe—Nom 6 in.diam(or smaller)Schedule 40(or heavier)steel pipe. used. B. Iron Pipe—Nom 6 in.diam(or smaller)cast or ductile iron pipe. C.Conduit—Nom 6 in.diam(or smaller)steel conduit or nom 4 in.diam(or smaller)steel electrical metallic tubing. 4.Fill,Void or Cavity Materials*-Sealant—Min 3/4 in.thickness of fill material applied within the annulus,flush with top surface of floor.Min D.Copper Tubing—Nom 4 in.(102 mm)diam(or smaller)Type L(or heavier)copper tubing. 5/8 in.thickness of fill material applied within the annulus,flush with bottom surface of gypsum board. E.Copper Pipe—Nom 4 in. (102 mm)diam(or smaller)Regular(or heavier)copper pipe. 3. Fill,Void or Cavity Materials*-Sealant—Min 1/2 in.thickness of fill material applied within the annulus,flush with top surface of floor. Min 5/8 in. HILTI CONSTRUCTION CHEMICALS,DIV OF thickness of fill material applied within the annulus,flush with bottom surface of gypsum board. HILTI INC—FS-ONE Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF *Bearing the UL Classification Mark HILTI INC—FS-ONE Sealant FIRST LEVEL *Bearing the UL Classification Mark Reproduced by HILTI, Inc.Courtesy of © 2012 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. Underwriters Laboratories, Inc. SCALE: N/A December 02,2002 Reproduced by HILTI, Inc.Courtesy of Hilt! Firestop Systems Underwriters Laboratories, Inc. DRAWN: BJH Hilti Firestop Systems July 16,2008 PROJECT#., 13014.00 I. ALL VALVES 4 APPURTENANCES SHEETTITLE: SCHEDULES&SCHEMATICS IN&UL AT D M ETALLIC F I F ING BARE M TAL L I G F I F INC DOMESTIC UJAT R F I F INC 5C�4EMAT I C ARE NOT SHOWN. PROVIDE AS REQUIRED FOR PROPER NO SCALE NO SCALE NO SCALE INSTALLATION AND MAINTENANCE. MIN 0 r\11Q •fif if lf* L3 ion w 11- x `3/8/ ``[L•� CAN N w if NAL. o u- Q ca u C— r- � � LLJ LLJ ❑ ❑ ❑ ❑ ❑ LU ' O 6 ® � P4 �fL (P zoo RETAIL 1 [V V) ❑ ❑ ❑ ❑ ❑ Z 0 a oc 0 0 M > o a a a Z � n J 0 M z�A n N O r z N D V) W Z N UP _ O lHHJ Z -- J Q EXIT (E) 3/4" HW STAIR � a 0 ❑ (E) 2" DCW rF Q (E) 1—I/2" DHW N Z DN (E) 3/4" DHR 0 T2 - UPC WR ) O W FF V ❑ ❑ J COI 4' W 411 W m n WG (ABV) ~ 4" W (BAT 8) O y ❑I R[I RETAIL - GARE ❑T Rop Z 3/4 I—IWS UP CONNECT (N) 4" W TO (E) 3/4" HWR UP 4" W IN THIS AREA. FIELD COORDINATE EXACT — ENTRY LOCATION. ccl 2" W UP (LAY) CONNECT (N) DOMESTIC WATER PIPING TO (E) DOMESTIC WATER PIPING IN THIS AREA. TUB (ABV) FIELD COORDINATE EXACT LOCATION. ISSUED FOR: DATE: INCLUDE SHUT—OFF VALVES AT TAKE—OFFS. COORDINATION 02.26.13 COORDINATION 02.28.13 PERMIT 03.08.13 TT- ❑ ❑ 2012 RESERVED.RCHITECT,LLC. ALL RIGHTS 3/4" HWS 3/4" HWR SCALE: 114"=1'-0" DRAWN: BJH — PROJECT#.- 13014.00 JAI SHEET TITLE: MECHANICAL PLAN FIRST LEVEL MECHANICAL PLAN M2.1 SCALE: 114" = 1'-0" o M2m NORT�4 ion � cad;y�`a J.���;'•��O '43/8 ui 991LA \S) 14) 39 w !• ;40 Lu � () u Q `Q ca Lu _ uj ® � P4 IE BED D _ Z u R❑EM UNIT 209 UNIT 210 .= LIVING R❑❑M 0 LIVING R❑❑M DINING z ROOM HALL mm 0 0 ATH R M BATH 0 O 2" V V R LL O n V 00 0 > uj o Z o C❑MM❑N Z Q ® KITCHEN C❑R R I D❑ GWRI (ABV.)R GONNEGT NEW 2" W (GWRI) To J I= 0 0 0 D EXISTING WASTE LINE AT EXISTING Fm (E) 3/4" NWS/R BATHROOM (SIZE 3" OR LARGER) n N O r z N D V� W uj = Z UP XE Z o < /> Z EXIT DINING KITCHEN a STAIR R❑❑M lm O / 0 > BATH 0 EN I o o R❑❑M ° ° N O 2 W DN V Lu C.) Mo 0o O / J 4 (N F-� GWRI i� 3/4" HWR J m n f 4"� DRYE W E W LAV (A V) iI / CD) BB O CWRI (ABV) I 22' ENCLOSURE J (n Dl� iI 2m' FINNED TUB (ABV) V UP I Z T 3/4" NWS L NEW I I (2) 2(o14 TG-1 TRANSFER GRILLE k) THR❑❑M L V LAV (ABVj I I INSTALLED ABOVE DOOR, BAG TO F.P. \ (N) 55-1 WC; (ABV) �_J I BACK FOR DRYER TRANSFER IR BED \ 4' ENCLOSURE / RR 3' FINNED JALUZZI \ FLAT ROOF \ BELOW TUB Tug UNIT 208 ISSUED FOR: DATE: \ LIVING RE❑M \ COORDINATION 02.26.13 \ T COORDINATION 02.28.13 � 3/4" HWR / \ (N) 55-1 PERMIT 03.08.13 11' ENCLOSURE \ , lm' FINNED \ / NEW / BEDR❑❑M (N) 55-1 3/4" HWS O 2012 MICHAEL SUMAN ARCHITECT,LLC. EJ' ENCLOSURE / C' ALL RIGHTS RESERVED. 4' FINNED SCALE: 114"=1'0" (TYP. OF 2) DRAWN: BJH BASEBOARD MUST BE SPLIT PROJECT#.- 13014.00 INTO TWO SECTIONS DUE TO 1 SHEET TITLE: MECHANICAL PLAN LOWER WINDOW HERE SECOND LEVEL MECHANICAL PLAN M2.2 sca�E: 1/4" = 1'-0" r M2m2 NORT�4 ion J. W 39 14) V-6.% Lu H TONAL-f Es ca LLJ _ LLJ CIS r � (p x BED R❑❑M F--1 F P, © Q < U UNIT 309 UNIT 310 .= EIVINO❑❑M � � EIVINO❑❑M SUP SUP WALL CAP WITH BACKDRAFT DINING (2) 20/4 TG-I TRANSFER GRILLES ( ® ) ® Q DAMPER. MAINTAIN MINIMUM 3 FEET R❑❑M INSTALLED 45OVE DOOR, BACK TO CLEAR TO OPERABLE WINDOWS. 0 BACK FOR DRYER TRANSFER AIR' ' A T H O • TYP. OF ALL BATH 4 DRYER ° EXHAUST TERMINATIONS. R M j r a 0 n V o � M W�13 1 0 0 > 0 f 4 "(0 DRYER CWRI a ® KITCHEN Z D CONNECT NEW VENT PIPE 4 DOMESTIC J (E) 3/4" HWR 0 C❑MM❑N M CN) GAP C❑R R I D❑R WATER PIPING t0 EXISTING PLUMBING � a>�n�i� >=ui�rlriG BATHROO!" H GO 3/4" HWR UP o r z N as F o y (D) 3/4" HWS/R LLI ~ WITH BARE Q = Z ELEMENT IN (N) C P I E) 3/4" HWS y 0 CEILING N 3/4" S U ° CONNECT TO EXISTING 2" Z _ STORM DRAIN EX- DINING KITCHEN RDOM 0 2 � STAIR T? R❑❑M � � Q PIPE ° I o � � _ � 0 0 D > Z 3/4" HWS I BN (N) BB-1 ® ® n 0 0 ° 1+a' ENCLOSURE � 9' FINNED o 0 0 o V ° W J n — — — — — — — F \ ii N i T 4110 YER N 1 SUP O AIR ADMITTANCE GWRID CE T \ J VALVE IN CEILING — — 2�� y WITH ACCESS PANEL ) 2614 TG-1 TRANSFER GRILLE C - INSTALLED ABOVE DOOR, BAG TUB LA f BACK FOR DRYER TRANSFER 4IfR (N) 55-1 N) F-I (D) BB ENCLOSURE N W 24' ENCLOSURE B E D H 22' FINNED — \\ 2'-6" FINNED tSjEjT - T R❑❑M T,P, FLAT R❑❑F B E L❑W C E _ ISSUED FOR: DATE: UNIT �� �-E I V I N G R❑❑M COORDINATION 02.26.13 T COORDINATION 02.28.13 DD (ABV.) PERMIT 03.08.13 \ 1 NEW BEDR❑E� D � (N) BB-1 10' ENCLOSURE 9' FINNED (N) BB-1 O 2012 MICHAEL SUMAN ARCHITECT,LLC. EJ' ENCLOSURE I C' ALL RIGHTS RESERVED. 4' FINNED 1 SCALE: 114"=1'0" (TYP. OF 2) DRAWN: BJH BASEBOARD MUST BE SPLIT PROJECT#.' 13014.00 INTO TWO SECTIONS DUE TO 1 SHEET TITLE: MECHANICAL PLAN LOWER WINDOW HERE THIRD LEVEL MECHANICAL PLAN M2.3 3 scALE: 114" = 1'-0" o M2m3 NORT�4 � 0o CrM .wrww•www• ion C\l 991LA \S)ui /8/ + 14) • tl� �a % Lu • cr LL ca N - Lu Lu Lu 14) (P IE -p Go - - � OPEN // \ z 0 u \ \ ❑PEN T❑ DEL❑W (PD *Df 10'- Q ha' 6 '" ENCLOSURE \ / S'-ro" FINNED O a oc O BAT \ OBATH ��� O R❑ R❑❑M v UNIT 310 o ® LEFT — m ® > p NIT 309 \ \ Z BEDR❑❑M t a a 0 j o0 I n lD) B r N ENCLOSURE p H ' --- - -—..... -6" FINNED -- a uj y UNIT 308 Z g E❑ET O p 0 — J Z J > O a (D) 2" DD p (N) 55-1 N O S' ENCLOSURE SLIDING D❑❑R V 1' FINNED V Lu (TYP. OF 2) 0 m \ \ n T DN / O kdFW T 20E) T RR CE \ \ (N) \ \ /F]PEN TD \ / BELOW \ / � ISSUED FOR: DATE: \ PLAT R❑❑P \ BELOW N E S ❑N E / \ COORDINATION 02.26.13 \ I N T H \ COORDINATION 02.28.13 \ \ PERMIT 03.08.13 I i I i I I I I I © 2012 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE: 114"=1'-0" DRAWN: BJH PROJECT#.- 13014.00 SHEET TITLE: MECHANICAL PLAN FOURTH LEVEL MECHANICAL PLAN M2.4 scA�E: 114" = 1'-0" o M2s4 NORT�4 0 o y� Z 00 a O U Cl) N e M �v E 0 � U � N � U Q. U C3 0 7 H C 0 R LO cc BED w UNIT 209 RD UNIT 210 _ > LIVING ROOM LIVING ROOM D D 0o DINING � O z ROOM HALL 0 ® 4 0 BATH O cc ROOM BATH J LE: ROOM v J O a � ® ® > C7 Q Z .. ® KITCHEN M 0 � COMMON H C CORRIDOR PROPOSED SECOND LEVEL PLAN �0 210 r " W E2.2 SCALE: 1/411 = 1'-0" N W Z N GENERAL ELECTRICAL NOTES : z O 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. J Z THIS INCLUDES RECEPTACLES IN ISLANDS. J EXIT DINING a 0 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. KITCHEN 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE STAIR ROOM 206 O > OQ WEATHERPROOF COVERS. BATH N Z 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE ROOM 0 ENS O 5) MINIMUM 50%OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC ® 207 V v 6) All new 120Volt, single phase, 15A and 20A branch circuits supplying outlets in O O LU bedrooms, hallways, closets, living rooms, etc, shall be protected by a listed -� J arc-fault circuit interrupter. T o m n 7) All new 120Volt, single phase, 15A and 20A receptacles shall be listed LIi NEW tamper-resistant. CLOSET II F P 203 O NEW CENTER RECEPTACLES UNDER UNIT 207 BATHDROO�\ ( GFI SCONCES-TYPICAL LIVINGGRROOM ELECTRICAL KEY: _ _ - 1 J I BED 1 i GFI 0 ® PENDANT LIGHT SWITCH I sD/coo ROOM \ 1 1 208 (31 DIRECTIONAL LIGHT $KP KEY PAD SWITCH o (6II 4 VAPOR ❑0 CEILING MOUNTED LIGHT MULTIPLE SWITCH PROOF UNIT 208 ISSUED FOR: DATE: D LSD LIVING ROOM SCHEMATIC DESIGN 12.20.11 WALL MOUNTED LIGHT DIMMER SWITCH I F204 I-® HOA PRESENTATION 1.26.12 WALL MOUNTED SCONCE DUPLEX RECEPTACLE / � PRELIMINARYPRICING 3.19.12 O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE HOA RESPONSE 4.9.12 GFI + RECESSED PINLIGHT GROUND FAULT DUPLEX RECEPTACLE �\ TOV FINAL REVIEW 9.10.12 L'J RECESSED WALL LIGHT QUAD RECEPTACLE 1 1 TOV FINAL RESPONSE 11.12.12 NEW s CONFIRM HEIGHT OF DATA BUILDING PERMIT 3.11.13 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT I BEDROOM I RECEPTACLE WITH ARCHITECT OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET 241 1 PRIOR TO INSTALLATION 1 � ———— LED STRIP LIGHTING DUPLEX FLOOR RECEPTACLE / --❑c CATEGORY 5E CABLE \ ` C 2013 MICHAEL SUMAN RESERVED. ARCHITECT,LLC. SPECIALTY PENDANT 1 ALL RIGHTS RESERVED. -0—c-= TRACK LIGHT 1--02c 2 CATEGORY 5E CABLES SCALE: 114"=1'-0" Ur DECORATIVE WALL MOUNT I-❑Tv 2 RG6 COAXIAL / DRAWN: MDS STAKE MOUNTED LANDSCAPE LIGHT l'-❑s STRUCTURED CABLE i (2 CAT 5E & 2 RG6 COAX) \ ! PROJECT#: 901 ® PIER MOUNTED LIGHT — — — —I-® TELEPHONE OUTLET SHEET TITLE: ELEC.PLAN SMOKE DETECTOR CAMERA SD Ds SPEAKER WALL MOUNTED EXHAUST FAN E2,,2 FF BATHROOM EXHAUST FAN 0 o y� Z 00 a O U Cl) N e M � E � fl a U ti � N I"- L C3 0 7 H C\� UC C 0 fl u] UJ cc BED IE ROOM � 0 W N U UNIT 309 UNIT 310 Y > LIVING ROOM � LIVING ROOM 0o O DINING ROOM HALL ® .4 ROOM O R M O v D.W =� :C:::)[ ]CO) a M ® > W o GFI V Q Z cc R KITCHEN J O P � D COMMON pin M CORRIDOR 0D GFIJ u H O PROPOSED SECOND LEVEL PLAN =0 L _ r " E2.3 SCALE: 1/4" = 1'-0° — o FI REF. W ~ Wa GENERAL ELECTRICAL NOTES : z o c 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. J Z THIS INCLUDES RECEPTACLES IN ISLANDS. BATH J 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. EXIT DINING KITCHEN ROOM Q 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE STAIR ROOM 307 308 > WEATHERPROOF COVERS. O O 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE O O 00 5) MINIMUM 50%OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC ® ® ® ® V 6) All new 120Volt, single phase, 15A and 20A branch circuits supplying outlets in O O O O W bedrooms, hallways, closets, living rooms, etc, shall be protected by a listed 0 arc-fault circuit interrupter. - m 7) All new 120Volt, single phase, 15A and 20A receptacles shall be listed tamper-resistant. NEW O n CLOSET J y 304 / GFI GF CENTER RECEPTACLES UNDER F SCONCES-TYPICAL UNIT 307 ® BATH El ��- \ � LIVING ROOM ELECTRICAL KEY: �iO3 4 ' �\ 0 1 0 BED / SD/COD/ ROOM ® PENDANT LIGHT $ SWITCH \ / / 309 C� DIRECTIONAL LIGHT $ KEY PAD SWITCH 4 CLOSET CEILING MOUNTED LIGHT MULTIPLE SWITCH 302 UNIT 308 ISSUED FOR: DATE: D Q LIVING ROOM SCHEMATIC DESIGN 12.20.11 WALL MOUNTED LIGHT DIMMER SWITCH {{p" � � � / \ sp 305 HOA PRESENTATION 1.26.12 I-® WALL MOUNTED SCONCE DUPLEX RECEPTACLE , ' I PRELIMINARYPRICING 3.19.12 O RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE — — — / HOA RESPONSE 4.9.12 + RECESSED PINLIGHT GFI GROUND FAULT DUPLEX RECEPTACLE // FLAT S FFIT TOV FINAL REVIEW 9.10.12 L'J RECESSED WALL LIGHT QUAD RECEPTACLE i VAULTED CEILING /s TOV FINAL RESPONSE 11.12.12 CONFIRM HEIGHT OF DATA BUILDING PERMIT 3.11.13 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT I RECEPTACLE WITH ARCHITECT OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET NEW / PRIOR TO INSTALLATION BEDROOM ---- LED STRIP LIGHTING DUPLEX FLOOR RECEPTACLE \ 301 SPECIALTY PENDANT H-❑C CATEGORY 5E CABLE i © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. -0-cr-= TRACK LIGHT I-02c 2 CATEGORY 5E CABLES _ _ _ _ _ � ' / SCALE: 114"=1'-0" Ur DECORATIVE WALL MOUNT I-❑Tv 2 RG6 COAXIAL DRAWN: MDS STAKE MOUNTED LANDSCAPE LIGHT l'-❑s STRUCTURED CABLE (2 CAT 5E & 2 RG6 COAX) PROJECT#: 901 ® PIER MOUNTED LIGHT I-® TELEPHONE OUTLET SHEET TITLE: ELEC.PLAN SMOKE DETECTOR SD CAMERA �s SPEAKER WALL MOUNTED EXHAUST FAN E2z3 FF BATHROOM EXHAUST FAN 0 o y� Z 00 a O U Cl) N e M I I I I I � E b U � U tT � s` V - J - J U > / / 0 0 cc cc - - - - - - - - -- - ' _ 1Z w N QU / OO OO ® ES a oc 0 0 BATH BATH CC- BATH v RO ROOM OOM " p� 03 UNIT 310 ® LOFT LU ® C UNIT 309 s O BEDROOM z a F4_02_1 ALL EXISTING RECEPTACLES IN J cc C6 ROOM TO REMAIN M C6 NEW TRACK TO H O BE ON EXISTING r z Ill PROPOSED SECOND LEVEL PLAN CIRCUIT /� a U) E2.4 SCALE: 1/411 = 1 1-011 / W W - - - - = z GENERAL ELECTRICAL NOTES : UNIT 308 UNIT 307 z � VAULTED CEILING LOFT LOFT 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. EXTENSION OF EXISTING U__N_I_�3 D Z THIS INCLUDES RECEPTACLES IN ISLANDS. J 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. \ TERRACE a 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE O Q WEATHERPROOF COVERS. 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE z 5) MINIMUM 50%OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC v 6) All new 120Volt, single phase, 15A and 20A branch circuits supplying outlets in O LU bedrooms, hallways, closets, living rooms, etc, shall be protected by a listed 0 arc-fault circuit interrupter. m 7) All new 120Volt, single phase, 15A and 20A receptacles shall be listed / \ r tamper-resistant. J y INE PF R OOF V B / z ELECTRICAL KEY: NEVII UNIT ® R CE09 PENDANT LIGHT SWITCH C� DIRECTIONAL LIGHT KP KEY PAD SWITCH FO CEILING MOUNTED LIGHT $ MULTIPLE SWITCH ISSUED FOR: DATE: WALL MOUNTED LIGHT $D DIMMER SWITCH SCHEMATIC DESIGN 12.20.11 / \ I-® WALL MOUNTED SCONCE � DUPLEX RECEPTACLE HOA PRESENTATION 1.26.12/ \ PRELIMINARY PRICING 3.19.12 RECESSED CEILING LIGHT HALF SWITCHED DUPLEX RECEPTACLE / \ / \ HOA RESPONSE 4.9.12 GFI + RECESSED PINLIGHT GROUND FAULT DUPLEX RECEPTACLE TOV FINAL REVIEW 9.10.12 L'J RECESSED WALL LIGHT QUAD RECEPTACLE TOV FINAL RESPONSE 11.12.12 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT BUILDING PERMIT 3.11.13 OF FLUORESCENT LIGHT ® SPECIAL DEVICE OUTLET ———— LED STRIP LIGHTING O DUPLEX FLOOR RECEPTACLE Z SPECIALTY PENDANT H-❑c CATEGORY 5E CABLE © 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. —p—cr-= TRACK LIGHT 2c 2 CATEGORY 5E CABLES SCALE: 1/4"=1'0" Ur DECORATIVE WALL MOUNT I-❑Tv 2 RG6 COAXIAL DRAWN: MDS STAKE MOUNTED LANDSCAPE LIGHT l'-❑s STRUCTURED CABLE (2 CAT 5E & 2 RG6 COAX) PROJECT#: 901 ® PIER MOUNTED LIGHT — — — — — — — — — — — — — — — SHEET TITLE: ELEC.PLAN I-® TELEPHONE OUTLET SMOKE DETECTOR EIII SD CAMERA �s SPEAKER WALL MOUNTED EXHAUST FAN E2s4 FF BATHROOM EXHAUST FAN