HomeMy WebLinkAboutB14-0042 B14-0043 B14-0044 B14-0045 plans approvedAPPROVED FOR:
BIDDING
PERMIT APPLICATION
CONSTRUCTION
PROJECT LOCATION
PROJECT LOCATION
SYMBOLS AND CONVENTIONS
ROOM NAME
101
150 SF
ROOM NAME
ROOM NUMBER
ROOM AREA IN SQ FEET(OPTIONAL)
999 View Name
SCALE: 1/8" = 1'‐0"
/1 A101
1tm
A101
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1
1
1
11
11
A101
1 Ref
1Re
f
1 Ref
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f
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Name
Elevation
Name
Elevation
Name
Elevation
Name
Elevation
Name
Elevation
Name
Elevation
Name
Elevation
Name
Elevation
Name
Elevation
1
A101
SIM
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A101
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1254B
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ROOM NAME
101
150 SF
Space Name
101
Volume
R @ 7 1/2"20
1tm
NORTH ARROW
PLAN DETAIL REFERENCE
DRAWING NUMBER ON SHEET
SHEET NUMBER ON WHICH
DRAWING WILL BE FOUND
SECTION DETAIL REFERENCE
DRAWING NUMBER ON SHEET
SHEET NUMBER ON WHICH
DRAWING WILL BE FOUND
1
A101
SIM
WALL SECTION DETAIL REFERENCE
DRAWING NUMBER ON SHEET
SHEET NUMBER ON WHICH
DRAWING WILL BE FOUND
EXTERIOR ELEVATION TAG REFERENCE
DRAWING NUMBER ON SHEET
SHEET NUMBER ON WHICH
DRAWING WILL BE FOUND
INTERIOR ELEVATION TAG REFERENCE
DRAWING NUMBER ON SHEET
SHEET NUMBER ON WHICH
DRAWING WILL BE FOUND
DRAWING IDENTIFICATION
DRAWING NAME
DRAWING SCALE ON SHEET
DRAWING NUMER
SPOT ELEVATIONS
ELEVATION ‐ NEW CONSTRUCTION
ELEVATION ‐ EXISTING CONDITIONS
COLUMN GRIDS
COLUMN LINE LETTER OR NUMBER
‐ NEW CONSTRUCTION
COLUMN LINE LETTER OR NUMBER ‐
EXISTING CONDITIONS
ELEVATION MARKERS
LEVEL BEING MARKED ‐ NEW
CONSTRUCTION
LEVEL BEING MARKED ‐ EXISTING
CONDITIONS
ELEVATION OF LEVEL ‐ NEW
CONSTRUCTION @ DATUM
ELEVATION OF LEVEL ‐ EXISTING
CONDITIONS @ DATUM
LEVEL BEING MARKED ‐ NEW
CONSTRUCTION
ELEVATION OF LEVEL ‐ NEW
CONSTRUCTION @ DATUM
ITEM TAGS
SPACE NAME (SHOULD MATCH
ROOM NAME)
SPACE NUMBER (SHOULD MATCH
ROOM NUMBER)
SPACE VOLUME IN CUBIC FEET
(OPTIONAL)
ROOM TAG
SPACE TAG
12
COMMON AREA DOORS
(ROOM # / DOOR ID)
DOOR TAGS
UNIT INTERIOR DOORS
WINDOW TAG ‐ EXTERIOR / INTERIOR
WALL SYSTEM TAG
FLOOR SYSTEM / ROOF SYSTEM TAGS
A1
SUPPLEMENTAL REFERENCE
STAIR TAG ‐‐ RISER COUNT AT RISER
HEIGHT
REVISION TAG
BATHROOM ACCESSORY TAG ‐ SEE
SCHEDULE
32im
RIGID INSULATION
BATT INSULATION
EXISTING TO BE REMOVED IN
PLAN, SECTION, OR DETAIL
WOOD ROUGH
WOOD FINISH
MASONRY ‐ BRICK
MASONRY ‐ CMU
CONCRETE
EARTH MORTAR / GROUT
STEEL
GRAVEL PORUS FILL
LOOSE / BLOWN IN
INSULATION
SHEATHING
GLASS SURFACE
NEW WORK IN PLAN,
SECTION, OR DETAIL
EXISTING TO REMAIN IN
PLAN, SECTION, OR DETAIL
TEMPORARY WORK IN
PLAN, SECTION, OR DETAIL
GORMAN & COMPANY, INC.PROJECT DEVELOPER
200 NORTH MAIN STREET
OREGON, WI 53575
VOICE (608) 835‐3900
GORMAN & COMPANY, INC ARCHITECT OF RECORD
BERGLUND ARCHITECTS, LLC DESIGN ARCHITECT
P.O. BOX 2378
EDWARDS, CO 81632
VOICE: (970) 926‐4301
CIVIL CONSULTANT CIVIL
ALPINE ENGINEERING, INC.
P.O. BOX 97
EDWARDS, CO 81632
VOICE: (970) 926‐3373
STRUCTURAL ENGINEER STRUCTURAL
PLUMBING
MECHANICAL
BEN MARSHALL, AIA
200 NORTH MAIN STREET
OREGON, WI 53575
VOICE (608) 835‐6339
MARTIN/MARTIN
255 MAIN STREET UNIT C101
EDWARDS, CO 81632
VOICE: (970) 926‐6007
ELECTRICAL
GORMAN GENERAL CONTRACTORS, LLC GENERAL CONTRACTOR
R.A. NELSON & ASSOCIATES, INC.CONSTRUCTION CONSULTANT
P.O. DRAWER 5400
51 EAGLE ROAD #2
AVON, CO 81620
VOICE: (970) 949‐5152
200 N. MAIN STREET
OREGON, WI 53575
VOICE: (608) 835‐5573
PLUMBING ENGINEER
BEAUDIN GANZE
222 CHAPEL PLACE UNIT AC‐201
AVON, CO 81620
VOICE: (970) 949‐6108
MECHANICAL ENGINEER
BEAUDIN GANZE
222 CHAPEL PLACE UNIT AC‐201
AVON, CO 81620
VOICE: (970) 949‐6108
ELECTRICAL ENGINNER
BEAUDIN GANZE
222 CHAPEL PLACE UNIT AC‐201
AVON, CO 81620
VOICE: (970) 949‐6108
WRIGHT & COMPANY, INC.PROJECT DEVELOPER
P.O. BOX 7270
AVON, CO 81620
VOICE: (970) 748‐7577
LANDSCAPINGLANDSCAPE ARCHITECT
DENNIS ANDERSON
PO BOX 1387
EDWARDS,C O 81632
VOICE: (970) 390‐3745
Sheet No.
Sheet Title
D
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12345
D
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REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:56 PM
G101
PROJECT COVER
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14LION‐00‐01
dmk
2014.03.14
LION'S RIDGE APARTMENT HOMES
1265 NORTH FRONTAGE ROAD WEST
TOWN OF VAIL, CO 81657
PROJECT DIRECTORY VICINITY MAP
LOCATION MAP
SHEET INDEXLEGEND
NO.SHEET NAME
ARCHITECTURAL
A111BLDG 1 F1 & F2 PLANS
A112BLDG 1 F3 & ROOF PLANS
A113BLDG 1 ELEVATIONS
A114BLDG 1 BUILDING SECTIONS
A121BLDG 2 F1 & F2 PLANS
A122BLDG 2 F3 & ROOF PLANS
A123BLDG 2 ELEVATIONS
A124BLDG 2 BUILDING SECTIONS
A131BLDG 3 F1 & F2 PLANS
A132BLDG 3 F3 & ROOF PLANS
A133BLDG 3 ELEVATIONS
A134BLDG 3 BUILDING SECTIONS
A141 BLDG 4 F1 & F2 PLANS
A142BLDG 4 F3 & ROOF PLANS
A143BLDG 4 ELEVATIONS
A144BLDG 4 BUILDING SECTIONS
A201WINDOW ELEVATIONS & SCHEDULE
A301WALL SECTIONS
A401ENLARGED SCALE UNIT PLANS
A402ENLARGED SCALE UNIT PLANS
A403ENLARGED SCALE STAIR PLANS
A501ARCHITECTURAL DETAILS
A502ARCHITECTURAL DETAILS
A503ACCESSIBILITY NOTES & DETAILS
A504ACCESSIBILITY DETAILS
A601SCHEDULES ‐ COMMON AREA DOORS
A602SCHEDULES ‐ ROOM FINISHES
MECHANICAL
M000MECHANICAL COVER SHEET
M001MECHANICAL SCHEDULES
M100 SITE MECHANICAL PLAN
M111BLDG 1 ‐ F1 & F2 MECHANICAL PLANS
M112BLDG 1 F3 & ROOF MECHANICAL PLANS
M121BLDG 2 F1 & F2 MECHANICAL PLANS
M122BLDG 2 F3 & ROOF MECHANICAL PLANS
M131BLDG 3 F1 & F2 MECHANICAL PLANS
M132BLDG 3 F3 & ROOF MECHANICAL PLANS
M141BLDG 4 F1 & F2 MECHANICAL PLANS
M142BLDG 4 F3 & ROOF MECHANICAL PLANS
M401UNIT MECHANICAL AND PLUMBING PLAN
M402UNIT MECHANICAL AND PLUMBING PLAN
M501MECHANICAL DIAGRAMS
M502MECHANICAL DIAGRAMS
M601W & V ISOMETRICS
M602W & V ISOMETRICS
ELECTRICAL
E000ELECTRICAL COVER SHEET
E001ELECTRICAL SCHEDULES
E100SITE ELECTRICAL PLAN
E111BLDG A F1 & F2 ELECTRICAL PLANS
E112BLDG A F3 & ROOF ELECTRICAL PLANS
E121BLDG B F1 & F2 ELECTRICAL PLANS
E122 BLDG B F3 & ROOF ELECTRICAL PLANS
E131BLDG C F1 & F2 ELECTRICAL PLANS
E132BLDG C F3 & ROOF ELECTRICAL PLANS
E141BLDG D F1 & F2 ELECTRICAL PLANS
E142BLDG D F3 & ROOF ELECTRICAL PLANS
E401ELECTRICAL DIAGRAM
E402ELECTRICAL DIAGRAM
E501ELECTRICAL ONE‐LINE DIAGRAM
E502ELECTRICAL DIAGRAMS
E503ELECTRICAL LOAD CALCS/SCHEDULES
E504ELECTRICAL PANEL SCHEDULES
E601FIRE ALARM & COMM. DIAGRAMS
NO.SHEET NAME
LANDSCAPE
L‐1LANDSCAPE COVER SHEET
L‐2BLDG. 1 LANDSCAPE PLAN
L‐3BLDG. 2 LANDSCAPE PLAN
L‐4BLDG. 3 LANDSCAPE PLAN
L‐5BLDG. 4 LANDSCAPE PLAN
L‐6SITE LIGHTING PLAN
STRUCTURAL
S‐001GENERAL NOTES
S‐002GENERAL NOTES
S‐003QUALITY ASSURANCE NOTES
S‐110BLDG 1 FOUNDATION PLAN
S‐111BLDG 1 F2 PLAN
S‐112BLDG 1 F3 PLAN
S‐113BLDG 1 ROOF PLAN
S‐120 BLDG 2 FOUNDATION PLAN
S‐121BLDG 2 F2 PLANS
S‐122BLDG 2 F3 PLAN
S‐123BLDG 2 ROOF PLAN
S‐130BLDG 3 FOUNDATION PLAN
S‐131BLDG 3 F2 PLAN
S‐132BLDG 3 F3 PLAN
S‐133BLDG 3 ROOF PLAN
S‐140BLDG 4 FOUNDATION PLAN
S‐141BLDG 4 F2 PLAN
S‐142BLDG 4 F3 PLAN
S‐143 BLDG 4 ROOF PLAN
S‐150ENTRY PARTIAL PLANS
S‐151ENTRY ELEVATION
S‐152DECK PARTIAL PLANS
S‐161MAINT BLDG & DUMPSTER ENCLOSURE
S‐162EXTERIOR STAIR & MONUMENT SIGNAGE
S‐300CONCRETE DETAILS
S‐301CONCRETE DETAILS
S‐302FOUNDATION DETAILS
S‐303FOUNDATION DETAILS
S‐400TYP MASONRY DETAILS
S‐600TYPICAL WOOD FRAMING DETAILS
S‐601TYPICAL WOOD FRAMING DETAILS
S‐602TYPICAL WOOD FRAMING DETAILS
S‐610TYPICAL FLOOR DETAILS
S‐611TYPICAL FLOOR DETAILS
S‐620TYPICAL ROOF DETAILS
S‐621ROOF DETAILS
S‐622ROOF DETAILS
S‐623ROOF DETAILS
NO.SHEET NAME
GENERAL
G101PROJECT COVER
G102PROJECT INFORMATION
G102aBLDGS 1 & 2 EGRESS PLANS
G102bBLDGS 3 & 4 EGRESS PLANS
G103BUILDING SYSTEMS
SURVEY / MAPPING
1 of 5ALTA SURVEY
2 of 5ALTA SURVEY
3 of 5ALTA SURVEY
4 of 5ALTA SURVEY
5 of 5ALTA SURVEY
SITE
AS101ARCHITECTURAL SITE PLAN
AS102MAINT. BLDG & DUMPSTER ENCLOSURE
AS103EXTERIOR STAIR & MONUMENT SIGNAGE
CIVIL
C1.00CIVIL COVER SHEET
C1.01EXISTING CONDITIONS PLAN
C1.02EXISTING CONDITIONS PLAN
C1.03SITE PLAN
C1.04GEOMETRIC LAYOUT AND SIGNAGE PLAN
C1.05GEOMETRIC LAYOUT AND SIGNAGE PLAN
C2.01GRADING PLAN
C2.02GRADING PLAN
C2.03SOIL NAIL WALL GEOMETRIC PLAN & PROFILE
C2.04BUILDING SECTIONS
C2.05BUILDING SECTIONS
C3.01STORM SEWER PLAN
C3.02STORM SEWER PLAN
C3.03STORM SEWER PROFILES
C3.04STORM SEWER PROFILES
C4.01UTILITY PLAN
C4.02UTILITY PLAN
C4.03UTILITY PROFILES
C5.01EROSION CONTROL PLAN
C6.01DETAILS
C6.02DETAILS
C6.03DETAILS
C6.04DETAILS
C6.05DETAILSMATERIAL LEGEND
DateIssue Description
2014.04.10REVISION 1
Received
By Carolyn Godfrey at 9:02 am, May 02, 2014
B14-0042 B14-0043 B14-0044 B14-0045 CR2
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UP UP UPUP
UPUP UP
This project was designed by the architect and his engineers as an apartment project; it was not designed to condominiums standards nor
were the construction drawings prepared for this project to be converted to condominiums. Any person who undertakes such conversion
assumes all responsibility related thereto.
1.All construction shall be performed in accordance with the following Governing Building Codes and any Amendments per their adopting:
Zoning Code of the Town of Vail Current Edition
a. Fair Housing Accessibility Guidelines (24 CFR Chapter I) 1991 Edition
b. American National Standards Institute ICC/ANSI A117.1‐2003
c. Americans with Disabilities Act (28 CFR Part 36) 1996 Revisions
d. Americans with Disabilities Act Accessibility Guidelines (ADAAG) July 1994
To the best of our information, knowledge and belief the Project, as designed, conform to standards "a" through "d” listed above.
2012 International Energy Conservation Code with Town of Vail Amendments
2012 International Building Code with Town of Vail Amendments
2012 International Mechanical Code with Town of Vail Amendments
2011 National Electrical Code with Town of Vail Amendments
2012 International Plumbing Code with Town of Vail Amendments
2012 International Fuel Gas Code with Town of Vail Amendments
2012 International Fire Code with Town of Vail Amendments
2002 NFPA 13
2.Deferred Submittal Work:
The following items shall administrated under "Deferred Submittal" per IBC Section 106.3.4.2.
a.Pre‐fabricated Wood Floor and Roof Trusses
b.Separate permit for Fire Sprinkler System (Fire Department)
c.Separate permit for Fire Alarm
d.Separate permit for Soil Nail Retaining Wall
Submittal: (1) Contractor shall review and stamp his approval on submittal package, (2) submit to Architect three copies of drawings and
calculations. Each copy of drawings and calculations for items "a" through "d" listed above shall be signed by an engineer registered in the
State of Colorado. Provide a total of four copies for item "d." Contractor shall allow a minimum of 10 working days for Architect's review
turnaround schedule.
Once Architect approval of submittal documents or deferred submittal items have been issued, Contractor shall forward them to the Building
or Fire Official with a notation indicating the deferred submittal documents have been reviewed and that they have been found to be in
general conformance with the design of the building. All such deferred components shall not be installed until approved by the Building or
Fire Official.
3.Special Inspections: See Structural General Notes for structural and geo‐technical special inspections requirements. The following
architectural special inspections are required:
a.Exterior Stucco System c. Excavation ‐ see structural
b.Cast Concrete ‐ see structural d. Ice and water shield at roofing
4.All products listed by I.C.C.lN.E.R. number(s) shall be installed per the report and manufacturer's written instructions. Product
substitution(s) for product(s) listed shall also have I.C.C. approved evaluation report(s) or be approved and listed by other nationally
recognized testing agencies.
5.Premises identification must be in accordance with Town of Vail requirement.
6.The contract drawings and specifications represent the finished structure. They do not indicate the method of construction. The
Contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited
to bracing, shoring for loads due to construction materials, equipment, etc. Site observation visits by the Architect and/or Structural Engineer
shall not include inspections of the above items nor will the Architect and/or Structural Engineer be responsible for Contractor's means,
methods, techniques, sequences of procedures of construction, or the safety precautions and programs incidental thereto.
ENERGY CONSERVATION:
1.Envelope Requirements by Component:
Roof: R‐50 Min. Total Cellulose
Exterior Walls: R‐21 Fiberglass Batt (add alternate for blown cellulose)
Windows and Doors w/ Glazing:
Dual‐Pane Low‐E Glazing: U = 0.30 Maximum SHGC = 0.30 Maximum
Opaque Doors: Insulated U = 0.25 Maximum
2.Windows and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per SF and swinging doors not more than 0.5
cfm per SF per IECC 402.4.2 and 502.4.1. Blower door tests required per IEC. All subcontractors creating penetrations in an exterior thermal
asembly shall insulate any gaps.
3.Building thermal envelope shall be sealed per 2012 IECC 402.4.1 and 502.4.3, by 15% over the current IEC requirements for climate zone.
4.See Mechanical, Plumbing and Electrical plans for additional energy requirements.
DRAWINGS:
1.Construction drawings printed prior to final Town of Vail approval will be marked "For Town of Vail Submittal" and shall not be
considered final nor shall they be used for any construction purpose. Construction drawings printed after approvals have been received from
all agencies will be printed on colored paper, only prints on such colored paper shall be used for construction purposes.
2.Details shall be applicable to all typical conditions whether or not so referenced. Contractor shall use plan dimensions for bidding and
construction; Contractor shall not rely on "scaling" drawings.
3.All plan dimensions are to face of interior stud partitions and center‐line of posts, doors and windows in frame walls.
4.Precedence of drawings and specifications: Should there be any variance between drawings and specifications, specifications shall take
precedence over drawings. Full size and other large scale drawings shall take precedence over 1/2 inch, 1/4 inch and smaller scale
drawings.
If the Contractor or his sub‐contractors encounter, during the bidding period, a discrepancy between the drawings and the specification
and elect not to request an clarification from the Architect, then the MORE expensive material or system shall be selected.
5.All dimensions and field conditions are to be verified with any discrepancies reported to Architect prior to commencement of work.
6.If requested Architect will provide AutoCAD drawings to the Contractor and/or his sub‐contractors as requested and as related to the
design and development of contract document.
Due to the complexity and inter‐related organization of the drawing files, in order to fulfill such requests the follow charges will be required
and are payable by the entity making the request:
General Administration: $50 per request
AutoCAD Drawings: $45 for 1 Sheet and $30 for each additional sheet
Upon receipt of a request, the organization requesting an AutoCAD drawing will be sent an "order request form" and an invoice. A "file
disclaimer form" will be sent to the company receiving the electronic data. Upon receipt of a signed order form, a file disclaimer and payment
from the organization requesting the electronic data, the Architect will schedule an appropriate time for a staff member to fulfill the request.
Architect will make every effort to fulfill each request with a 2 working day turnaround, depending, however, on the size of the request and
current deadlines within the firm.
DIVISION 2: SITE WORK
See Specifications and Civil and Landscape Plans for Additional Information
1.All sub‐grade work and building pads shall be in accordance with civil grading plans and as per recommendations listed in Soils
Report plus all Addendums, prepared by:
HP Geo‐Tech
Designation: Timber Ridge Redevelopment
Project Number: 109310D
Dated: January 7th, 2014
2.Perform compaction of all fill material to specified percent of maximum dry density in accordance with ASTM D‐698. Final subgrade
preparation and foundation excavations shall be inspected and certificated by the geotechnical engineer. Certification shall be
submitted to and approved by the Structural Engineer prior to the placement of any concrete.
3.All existing finished public sidewalks, curbs, streets, utilities and grade elevations disturbed or damaged by Contractor shall be
restored to prior quality as a part of this contract.
DIVISION 5: METAL STAIRS (Exterior)
See Specifications and Structural Plans for Additional Information
1.Construct stairs to conform to various sizes and arrangements as shown. See structural plans for load requirements.
2.Railings to be designed and provided by manufacturer unless noted otherwise.
3.Shop Drawings: Prior to fabrication Contractor shall pre‐review and stamp approval and provide Architect with three copies of
shop drawings and calculations for shop fabricated metal stairs. Each shall be signed by an engineer registered in the State of Colorado.
Contractor shall allow a minimum of 10 working days for Architect's review turnaround schedule.
DIVISION 6: WOOD and COMPOSITES
See Specifications and Structural Plans for Additional Information
1.Framer shall include all necessary blocking and framing for misc. accessories including grab bars, towel bars & rings, tissue
dispenser, medicine cabinets, etc.
2.Framing lumber shall conform to the latest grading rules of the Western Wood Products Association of West Coast Lumber
Inspection Bureau and shall be of a grade and species with minimum values as listed herein. Each piece of lumber shall bear
official grade stamp and trademark.
3.Contractor may provide finger‐joint studs provided the stress values are submitted to and approved by the Architect prior to
construction. See Specifications Section 06100 ‐ CARPENTRY for detail requirements.
4.All sheathing shall be APA, structural rated performance panels and shall bear the stamp of an approved testing agency.
5.Shop Drawings: Prior to fabrication Contractor shall shall pre‐review and stamp approval and provide Architect with three copies of
shop drawings and calculations for shop fabricated floor and wood trusses, floor 1‐ joist, and SIPs panels. See structural plans for load
requirements. Drawings and calculations shall be signed by an engineer registered in the State of Colorado. Contractor shall allow
a minimum of 10 working days for Architect's review turnaround schedule for each submittal.
DIVISION 7: ROOFING
See Specifications for Additional Information
1.All roofing and related components such as flashing shall be in accordance with the current edition of National Roofing
Contractors Association (NRCA) Roofing and Waterproofing Manual and Sheet Metal and Air Conditioning Contractors' National
Association (SMACNA) Architectural Sheet Metal Manual.
2.Shop Drawings: Prior to fabrication Contractor shall pre‐review and stamp approval and provide Architect with two copies of
shop drawings for shop fabricated sheet metal roofing and other metal work, including installation details. Contractor shall
allow a minimum of 10 working days for Architect's review turnaround schedule for the submittal.
3.All roof coverings and roof assemblies shall comply with section 14‐10‐5F, which requires class A roof coverings or class A roof
assemblies for all structures within the Town of Vail.
CHARCOAL GRILLS ARE PROHIBITED.
ACCESSIBILITY and ADAPTABILITY:
1.All ground floor units are designed to International Building Code Chapter 11 Type B. Upon rental of dwelling to a person(s)
who has a disability and requests modifications, Owner will meet the following requirements to accommodate the occupant. The
following items are not a part of this contract and shall be installed per code on an "if requested" basis:
FHA Bath:(a) Grab bars at water closet and tub/shower.
(Structural reinforcement shall already be provided.)
(b) Toilet unit to be replaced with accessible style with higher seat.
(c) Tub: A tub seat and shower hose with spray head.
FHA Vanity: Lavatory faucet to be replaced with lever style accessible faucet.
2.A minimum of three units (2%) are designed to be accessible and adaptable according to International Building Code Chapter 11
Type A. See plans for location of Type A Units. Upon rental of dwelling to a person(s) who has a disability and requests modifications,
Owner shall meet the following requirements to accommodate the occupant. The following items are not a part of his contract and shall
be installed per code on an "if requested" basis (except at leasing office unit 2101.)
IBC Type A Bath: (a) Grab bars at water closet and tub/shower.
(Structural reinforcement shall already be provided.)
(b) Shower hose with spray head.
IBC Type A Vanity: Remove removable base cabinet to provide knee space for a forward approach to the lavatory. (Floor below and wall
behind cabinet shall already be finished in anticipation of removal.)
IBC Type A Kitchen:Remove removable base cabinets to provide knee space for a forward approach to the sink and Work Surface. (Floor
below and wall behind cabinet shall already be finished in anticipation of removal.)
Unit 2101 toilet room should be provided with grab bars per detail 2 on sheet A502.
* * * * * End of General Notes * * * *
DRAFTSTOPPING
ABOVE PARTITION DRAFTSTOPPING
ABOVE PARTITION
DRAFTSTOPPING
ABOVE PARTITION
DRAFTSTOPPING
ABOVE PARTITION
Sheet No.
Sheet Title
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D
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REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:59 PM
G102
PROJECT INFORMATION
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14LION‐00‐01
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2014.03.14
GENERAL PROJECT NOTESCODE REVIEW
BLDG 1
NO.MODELNET AREA
01‐FP UPPER
1101A538 SF
1102D835 SF
1103C796 SF
1104D835 SF
1105C796 SF
1106D835 SF
1107CA791 SF
1108E856 SF
02‐FP UPPER
1201A538 SF
1202D835 SF
1203C796 SF
1204D835 SF
1205C796 SF
1206D835 SF
1207C796 SF
1208E856 SF
03‐FP UPPER
1301A538 SF
1302D835 SF
1303C796 SF
1304D835 SF
1305C796 SF
1306D835 SF
1307C796 SF
1308E856 SF
24 18857 SF
BLDG 2
NO.MODELNET AREA
01‐FP UPPER
2101AA538 SF
2102D835 SF
2103C796 SF
2104D835 SF
2105C796 SF
2106D835 SF
2107C796 SF
2108E856 SF
02‐FP UPPER
2201A538 SF
2202D835 SF
2203C796 SF
2204D835 SF
2205C796 SF
2206D835 SF
2207C796 SF
2208E856 SF
03‐FP UPPER
2301A538 SF
2302D835 SF
2303C796 SF
2304D835 SF
2305C796 SF
2306D835 SF
2307C796 SF
2308E856 SF
2418862 SF
BLDG 3
NO.MODELNET AREA
01‐FP UPPER
3101A538 SF
3102C796 SF
3103C796 SF
3104D835 SF
3105CA796 SF
3106D835 SF
3107A538 SF
3108B570 SF
3109A538 SF
3110D835 SF
02‐FP UPPER
3201A538 SF
3202C796 SF
3203C796 SF
3204D835 SF
3205C796 SF
3206D835 SF
3207A538 SF
3208B570 SF
3209A538 SF
3210D835 SF
03‐FP UPPER
3301A538 SF
3302C796 SF
3303C796 SF
3304D835 SF
3305C796 SF
3306D835 SF
3307A538 SF
3308B570 SF
3309A538 SF
3310D835 SF
30 21232 SF
BLDG 4
NO.MODELNET AREA
01‐FP UPPER
4101C796 SF
4102B570 SF
4103C796 SF
4104D835 SF
4105C796 SF
4106D835 SF
4107C796 SF
4108D835 SF
4109AA538 SF
4110B570 SF
4111C796 SF
4112B570 SF
02‐FP UPPER
4201C796 SF
4202B570 SF
4203C796 SF
4204D835 SF
4205C796 SF
4206D835 SF
4207C796 SF
4208D835 SF
4209A538 SF
4210B570 SF
4211C796 SF
4212B570 SF
03‐FP UPPER
4301C796 SF
4302B570 SF
4303C796 SF
4304D835 SF
4305C796 SF
4306D835 SF
4307C796 SF
4308D835 SF
4309A538 SF
4310B570 SF
4311C796 SF
4312B570 SF
36 26201 SF
UNIT STYLES TALLY
MODEL Count
A16
AA2
B12
C40
CA2
D36
E6
114
UNIT MIX
UNIT MODELMODELEDQTYNET AREA
A1 BEDROOM 1 BATH16 538 SF
AA1 BEDROOM 1 BATH2 538 SF
B1 BEDROOM 1 BATH12 570 SF
C2 BEDROOM 2 BATH40 796 SF
CA2 BEDROOM 2 BATH2
D2 BEDROOM 2 BATH36 835 SF
E2 BEDROOM 2 BATH6 856 SF
114
UNITS BY BLDG
BLDGMODELQTYNET AREAS
1A31614 SF
1C86370 SF
1CA1791 SF
1D97514 SF
1E32568 SF
2A21076 SF
2AA1538 SF
2C97166 SF
2D97514 SF
2E32568 SF
3A94842 SF
3B31710 SF
3C86370 SF
3CA1796 SF
3D97514 SF
4A21076 SF
4AA1538 SF
4B95129 SF
4C1511944 SF
4D97514 SF
11485153 SF
UNIT TALLY
SCALE: 1/32" = 1'‐0"
1 BLDG 1
SCALE: 1/32" = 1'‐0"
2 BLDG 2
SCALE: 1/32" = 1'‐0"
3 BLDG 3
SCALE: 1/32" = 1'‐0"
4 BLDG 4
CODE SUMMARY Jan. 2014
2012 IBC code with Town of Vail Amendments and ADA/ ANSI 1117.1 accessibility analysis
The project consists of 4 structures with a total of 113 rental apartment units and 1 management office unit; configured as follows: (2)
three story buildings labeled Bldg. A and B on the site plan which are identical to each other, but mirrored with 8 units per level for a
total of 24 units each; (1) three story building labeled Bldg. C on the site plan with 10 units per level with a total of 30 units; and (1)
three story building labeled Bldg. D on the site plan with 12 units per level with a total of 36 units. The buildings will be constructed on
one lot, but will be considered to be constructed on separate lots with imaginary property lines between them per section 704.3. All
of the buildings will be have automatic fire sprinkler systems meeting NFPA 13R. (Office space will require NFPA 13)
Note per the restriction of 4 units per story per table 1021.2(1), in order to be able to have 1 exit from the 2nd and third level, each of
the buildings will be divided into separate but attached buildings separated by fire walls per section 706, such that each building has a
maximum of 4 units per story.
Note:
1) The Colorado State Statutes title 9, article 5 applies to any project with 7 or more residential units on a site. Assigns accessibility
points depending on the size of the project and describes 5 styles of units with a range of accessibility points to meet the number of
points required. Design Standard is the 2009 ANSI A117.1 – 2009. For 100‐114 Units, 48 Accessibility Points are required.
2) The Fair Housing Act (HUD) applies to projects with 4 or more units. Design Standard is the 2009 ANSI A117.1 – 2009.
3) In addition to the requirements above, if more than 20 units on a site, 2% of the units are required by the IBC to be Type A Units
per ANSI A117.1 Standard, so three units are required to be Type A accessible units which can be built as adaptable units.
CHAPTER 3 ‐ Use and Occupancy
Section 302 and section 310.4 the residential rental apartment units are an R‐2‐occupancy since the occupants are primarily
permanent in nature.
Section 302 and section 304, the rental office is considered a B‐occupancy.
CHAPTER 4 – Special Requirements
Section 420, walls separating dwelling units in the same building and walls separating dwelling units from other occupancies
contiguous to them in the same building shall be constructed as fire partitions per section 708. (1 HR DEMISING WALLS)
Section 420.3, Floor assemblies separating dwelling units in the same building and Floor assemblies separating dwelling units from
other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies per section 711. (1 HR
CEILING/FLOOR SYSTEM)
Section 420.4, Automatic Sprinkler Required per 903.2.8. (NFPA 13R)
CHAPTER 5 – Building Height and Areas
Section 501 – All buildings are req’d to have address numbers or letters not less than 4” in height and 0.5” in width.
Section 503 – Buildings A and B will each consist of two attached buildings separated by fire walls per section 706. Buildings C and D
will each consist of three attached buildings separated by fire walls per section 706. The allowable area of each building is evaluated
separately per 503.1
Bldg. Construction Type Proposed Height Allowable Height Proposed Area Allowable
Area
Building 1 – North VB 40’‐10” (3 stories)60’ (3 stories)3,670 sf 7,000 sf
Building 1 – South VB 40’‐10” (3 stories)60’ (3 stories)3,450 sf 7,000 sf
Building 2 – West VB 40’‐10” (3 stories)60’ (3 stories)3,450 sf 7,000 sf
Building 2 – East VB 40’‐10” (3 stories)60’ (3 stories)3,670 sf 7,000 sf
Building 3 – West VB 41’ (3 stories) 60’ (3 stories)2,845 sf 7,000 sf
Building 3 – Center VB 41’ (3 stories)60’ (3 stories)3,650 sf 7,000 sf
Building 3 – East VB 41’ (3 stories)60’ (3 stories)2,050 sf 7,000 sf
Building 4 – West VB 40’‐6” (3 stories)60’ (3 stories)1,440 sf 7,000 sf
Building 4 – Center VB 43’‐3” (3 stories)60’ (3 stories)3,645 sf 7,000 sf
Building 4 – East VB 42’ (3 stories)60’ (3 stories)3,450 sf 7,000 sf
Section 504.2 – The height increase is accepted. 20 feet and one story increase in height for a multistory building with an automatic
sprinkler system per 903.3.1.2.
Section 508.2 – The approximate 650 SF office on the ground level of Building B is not considered an accessory occupancy since it is
more than 10% of the area of the story. The building is a mixed use building. (1 hr separation required from R‐2 per 508.3.3)
Section 508.3 – non separated uses, the R occupancy is the more restrictive occupancy since per table 503 a sprinkled B occupancy
building is allowed to be 3 stories with 9,000 SF per story.
Section 508.3.3 – fire partition separation is required between the R‐2 occupancies and the R‐2 and B occupancies per section 420.
(1HR w/ NFPA 13R Fire Suppression System)
CHAPTER 6 – Types of Construction
Table 601, Bldg. 1, 2, 3 & 4 – VB construction (combustible framing allowed without rating), 1 hour fire resistance rated construction is
not required at interior and exterior bearing walls, the structural frame, floor, and roof construction. Interior non bearing walls and
partitions are not required to be rated.– Footnote C allows heavy timber to be allowed in all occupancies where a 1‐hour or less fire
resistance rating is required.
Table 602, Exterior walls are a minimum of 10' from a property line or an imaginary property line the exterior walls and openings in
the building are not required to be rated, per this section. At the zero lot line fire separation walls between buildings such as
between the north building A and South building A must be (2) hour to comply with section 706.1.1
CHAPTER 7 – Fire & Smoke Protection Features
Section 705 – Per 705.5 The walls of habitable portions of the buildings shall be fire resistance rated per tables 601 and 602 such that
walls which are more than 10’ from a property line or from an imaginary property line (more than 20’ between buildings on same
site) there is no restriction on the area of openings or requirements for protected opening in the exterior walls.
Section 705.8 – Openings in exterior walls of habitable portions of the buildings greater than 10’ from property lines are not required
to be rated (per Table 602).
Section 705.11 – Parapets, exception #1 a parapet is not required at the exterior walls of the building that are not required to be rated
per Table 602.
Section 706.1 ‐ Portions of buildings separated by one or more fire walls shall comply with this section.
Section 706.1.1 Any wall located on a lot line between adjacent buildings, which is used or adapted for joint service between the two
buildings, shall be constructed as a fire wall in accordance with section 706.
Section 706 and table 706.4 – Fire Wall between buildings (every 4 unit pod) shall be 2‐hr rated.
Section 706.5 – Horizontal continuity
Per exception 3: fire walls may terminate at the interior surface of non‐combustible exterior sheathing where the building on each
side of the firewall is protected by an automatic sprinkler system per section 903.3.1.1 or 903.3.1.2 This allows combustible exterior
finish per commentary.
Section 706.5.1 exception 2 ‐ since the fire walls intersect the exterior wall at 90 degree angle, fire protection is not required for
exterior walls terminating at fire walls at intersection walls that form an angle equal or greater than 180 degrees.
Section 706.5.2 Horizontal Projecting Elements:
Per exception 3: fire walls are only required to extend through concealed spaces to the outer edge of the projection and exterior walls
behind and below the projecting element shall be not less than 1 hour fire resistance rated construction for a distance not less than
the depth of the projecting element on both side of the fire wall.
Section 706.6 – Vertical continuity – Per Exception 4, the firewalls are not required to extend at least 30" above both adjacent roofs (
deletes requirement for a parapet) if per 4.1 there are no openings in roof within 4' of the firewall, per 4.2 a minimum class B roof
covering is provided and per 4.3the roof sheathing / deck is non‐combustible construction for 4' on both sides or roof is protected
with 5/8" type x gypsum board directly beneath the underside of the roof sheathing, supported by a min 2" nominal ledger attached
to the sides of the roof framing members of a minimum distance of 4' on both sides of the firewall.
Section 707 Fire Barriers
Per Section 1022 – Interior exit stairs shall be constructed as fire barriers
707.3.1 Shaft Enclosures. The fire resistance rating of the fire barrier separating building areas from a shaft shall comply with section
713.4
Section 707.3.2 Interior Exit Stairways and Ramp Construction. The fire resistance rating of the fire barrier separating building areas
from an interior exit stairway or ramp shall comply with section 1022.1
Per section 707.5 Continuity. Fire barriers shall extend from the top of the foundation or floor / ceiling assembly below to the
underside of the floor or roof sheathing, slab or deck above and shall be securely attached hereto. Such fire barriers shall be
continuous through concealed space, such as the space above a suspended ceiling. Joints and voids at intersections shall comply
with sections 707.8 and 707.9
Section 707.5.1 Supporting Construction. The supporting construction of a fire barrier shall be protected to afford the required fire‐
resistance rating of the fire barrier supported. Hollow vertical spaces within a fire barrier shall be fire blocked in accordance with
section 718.2 at every floor level.
Section 708 – Fire Partitions – per 708.1 .1 Walls separating dwelling units in the same building as required with section 420.2 shall
comply with this section.
Per 708.4 Exception 5 fire partitions shall extend from the top of the foundation to the roof/ceiling assembly and attic fireblocking or
draftstopping is not required at the partition line provided the attic space is subdivided by draftstopping into areas not exceeding
3,000sf or above every 2 dwelling units, whichever is smaller.
Section 711 – Horizontal Assemblies – 1 hr rating
Section 713 – Shaft Enclosures – 1 hr rating with 60 minute protected openings. Note: Stairway is a rated 1 hour shaft enclosure.
Section 714 – Penetrations – UL Rated Firestopping required or hvac fire damper req’d.
Section 715 – Fire Resistant Joint Systems – 1 hr at fire partitions gypsum seams, 2 hr at fire wall
Table 716.5 – Doors and windows in fire partitions shall be 1/3 hr rated
Section 718 – Concealed spaces – ½” gypsums board draft stopping required between units (NFPA 13r fire suppression)
CHAPTER 8 – Interior Finishes
Interior finishes must comply with chapter 8 and have a class C rating.
CHAPTER 9 – Fire Protection Systems
Section 903.2.8 – Group R – Automatic Sprinkler Required throughout building
Section 903.3.1.2 – NFPA 13R system allowed up to 4 stories. NFPA 13 system required in office
Section 903.3.1.2.1 – Sprinkler protection shall also be provided for exterior balconies and ground floor patios since the building is of
Type V construction with a roof deck above. Side wall sprinklers are allowed.
Section 905 – Class I Standpipe Required
Section 906 – Portable fire extinguishers required at each unit within 30’ of stove, each floor under construction, and within 75’ of travel
distance maximum.
Section 907.2.9.1 – Manual fire alarm systems not required per Exception 2, automatic sprinkler system required to activate audible
notification appliances. Town of Vail requires fire alarm with manual pull boxes and a networked alarm panel annunciator wired to all
buildings. Annunciator panel shall be located outside of unit 2101.
Section 907.2.11.2 – Smoke Alarms required: 1. On the ceiling or wall outside of each separate sleeping area in the immediate vicinity of
bedrooms, 2. In each room used for sleeping purposes, 3. In each story of a dwelling unit.
Section 907.2.11.3 – The smoke alarms in each dwelling unit shall be interconnected.
Section 907.5.2.3.4 – Group R‐2 – All dwelling units shall be provided with the capability to support visible alarm notification appliances
and interconnection with existing system.
CHAPTER 10 – Means of Egress
Section 1003.2 – Ceiling Height – The means of egress shall maintain a minimum ceiling height of 7’‐6” – Exception – Protruding objects
and stairways are allowed to have a 6’‐8” clearance.
Section 1004 – Occupant Load – R‐2 occupancy = 1 person per 200 gross SF.
Habitable Area
Building 1 – North ‐ 3,583 sf per floor / 200 = 17 people per floor
Building 1 – South ‐ 3,289 sf per floor / 200 = 16 people per floor
Building 2 – West ‐ 3,289 sf per floor / 200 = 16 people per floor
Building 2 – East ‐ 3,583 sf per floor / 200 = 17 people per floor
Building 3 – West ‐ 2,738 sf per floor / 200 = 13 people per floor
Building 3 – Center ‐ 3,561 sf per floor / 200 = 17 people per floor
Building 3 – East ‐ 1,466 sf per floor / 200 = 7 people per floor
Building 4 – West ‐ 2,732 sf per floor / 200 = 13 people per floor
Building 4 – Center ‐ 3,561 sf per floor / 200 = 17 people per floor
Building 4 – East ‐ 3,282 sf per floor / 200 = 16 people per floor
Section 1005 – Egress Sizing – Number of occupants does not require larger egress than minimum allowed. (44”)
Section 1006 – Egress Illumination – 1 footcandle minimum is required at the walking surface with emergency power provided for
duration of 90 minutes minimum. Egress illumination is not required inside dwelling units.
Section 1007 – Stairways – Exception 1 and 2 – Stairways with automatic sprinkler systems do not need to be 48” clear between
handrails nor have an area of rescue assistance to be considered an accessible stair.
Section 1008.1 – Egress door openings shall be 32” wide clear minimum. Egress doors shall swing in the direction of egress when serving
an occupant load of 50 or greater.
Section 1008.1.7 – Thresholds at doorways shall not exceed 1/2” above the finished floor at ground level and unit entry doors.
section 1009.2 Interior exit stairways shall lead directly to the exterior of the building and are required to be protected in accordance
with Section 1022.
Section 1009.4 – Stairs and landings will be designed to be approximately 44” wide.
Section 1009.7.2 – Maximum riser is 7” and min. tread depth is 11”.
Section 1009.7.4 – Dimensional uniformity – Stair treads and risers shall be of uniform size and shape. Largest and smallest shall not
exceed a 3/8” difference.
Section 1009.7.5.1 – Nosing projection size is to be 1”
Section1009.7.5.3 – Exception 1, solid risers are not required for stairways that are not required to comply with section 1007.3 provided
the opening between treads does not permit the passage of a sphere with a diameter of 4”.
Section 1009.8 – A stairway landing is required at the bottom and top of each stairway. The width shall be not less than the width of the
stair and a minimum 48” deep.
Section 1009.9.1 Exception 1 – openings in stair walking surfaces shall be a size that does not permit the passage of 1/4" diameter
sphere. Elongated openings shall be placed so that the long distance is perpendicular to the direction of travel.
Section 1009.15 – A handrail shall be provided at both sides of the stair, located between 34” and 38” above stair tread nosing per
section 1012. Where handrails are not continuous between flights, handrails are to be extended 12” horizontally beyond the top riser
and sloped a distance of one tread depth beyond the bottom riser per 1012.6.
Section 1012.4 – Handrail gripping surfaces shall be continuous.
Section 1013 – Guardrail heights shall be min 42” measured vertically above the leading edge of the tread and adjacent walking surface
and not allow the passage of a 4” sphere.
Section 1014.3 ‐ The common path of egress travel does not apply to building 1, 2, 3 and 4 per the commentary “Common path of
egress travel does not apply to stories or buildings with one exit” 10‐109.
Section 1015.1 Exception 1.1, one means of egress is required from the dwelling units since the occupant load for each unit is less than
20 for the group R‐2 occupancy. Occupant load for the typical 1 bedroom unit is 3.25, and approximately 4.5 for the largest 2 bedroom
unit. Per Exception 2, only one means of egress is required.
Table 1016.2 – Exit Access Travel Distance for Group R occupancies with a sprinkler system is 250ft. While all units fall within this
maximum, per 1016.2.1
Section 1018 Corridors ‐ There are no corridors.
Section 1021.2 – Exits from Stories – Only 1 means of egress is required from each floor of the buildings per 1021.2 items 1 and 2, since
the story only contains 4 units and the maximum exit access travel distance is 125’ per table 1021.2 (1) for R‐2 occupancies.
Section 1022 Interior exit stairs shall lead directly to the exterior of the building and shall not be used for any purpose other than as a
means of egress. Per 1022.2 Interior exit stairs shall be constructed as fire barriers in accordance with section 707 and shall have a fire
resistance rating of not less than 1 hr when connecting less than four stories.
Section 1022.4 Opening in interior exit stairways other than unprotected exterior openings shall be limited to those necessary for exit
access and shall be in accordance with Section 716.
Section 1022.7 Exterior Walls of the interior exit stairway shall comply with Section 705.
Section 1027 – Exit Discharge – exits shall provide direct access to grade.
Section 1027.5 – Access to a public way – The exit discharge shall provide direct and unobstructed access to a public way.
Section 1029 – Emergency escape windows with 5.7 s.f. of net clear opening (24” clear in height and 20” clear in width minimum) are
required at bedrooms on stories 1 through 3 that have only one means of egress.
CHAPTER 11 – Accessibility
Refer to the separate ICC/ANSI A117.1 section at the end of the IBC code summary
Section 1104.1 – an accessible route is required from transportation stops, accessible parking and sidewalks to the primary building
entrances. Per 1104.2 exception an accessible route is not required between the buildings as the only means of access between them is
a vehicular way.
Per Section 1106.2 for R‐2 Occupancies at least 2% but not less than 1 parking space shall be accessible. A total of 153 parking spaces
will be provided with 4 accessible spaces including one van accessible space (per Section 1106.5) in front of the building 2 Site
Management office / model unit.
Section 1107.6.2.1.1 – In Group R‐2 occupancies containing more than 20 dwelling units, at least 2%, but not less than 1 unit shall be a
Type A unit. This requires three units in the 113 unit development be a Type A unit. Type A units are required to be dispersed among the
classes of units, therefore at least one 1‐bedroom unit and two 2‐bedroom units will be designed as a Type A. All ground level units are
required to be Type B Units.
Section 1107.7.1 – Since the buildings are not equipped with elevator service only one story with Type B units is required. Note that all
ground level units have been designed at a minimum as Type B units.
CHAPTER 12 – Interior Environment
Section 1203.4.1 – the min. openable area to the outdoors shall be 4% of the floor area being ventilated. This may be supplied by
mechanical ventilation per 1203.1
Section 1205.2 – the minimum net glazed area shall not be less than 8% of the floor area of the room served. This may be supplied by
artificial light per 1205.1
Section 1205 – habitable spaces other than the kitchen are not to be less than 7 feet in any plan dimension and kitchens shall have a
clear passageway of no less than 3 feet. Habitable Spaces shall have a ceiling height of not less than 7 feet 6 inches. Every dwelling unit
is to have no fewer than one room with a net floor area 120 SF or greater and other habitable rooms shall have a net floor area of not
less than 70 SF per 1208.3.
CHAPTER 15 ‐ Roof Assemblies
Section 1510.7 Snow Retention: Roofs shall be designed to prevent accumulations of snow from shedding onto exterior balconies, decks,
pedestrian and vehicular exits from buildings, stairways, sidewalks, streets, alleys, areas directly above of in front of gas and electrical
utility meters, or adjacent properties . The design of snow retention devices shall be provided by a licensed structural engineer or as
determined by the building official. Exception: Roof areas with horizontal dimension of no more than 48 inches that will not receive
snow shedding from a higher roof. The Horizontal projection shall be measured perpendicular to the exterior wall line from the edge of
the roof or eave to any intersecting vertical surface.
General ADA Accessibility Code Summary:
The project is required to comply with accessibility requirements of the ADA and ANSI A117.1.
Based on the 113 dwelling units in this project, at least three dwelling units must be designed as Type A accessible units and every other
ground level unit must be designed as Type B accessible units. It is not practical to evaluate compliance with accessibility requirements
on the submitted plans. Enlarged units plans should be provided to show all accessible routes in units and required maneuvering
clearances at all fixtures and appliances. Details should be provided to specify the construction and location of reinforcement for grab
bars at bathroom fixtures. Please note that in the Type B units and using Option B in the ANSI standard, only one bathroom fixture of
each type is required to be accessible and those selected fixtures must be in a single toilet/bathing area
Based on the 113 dwelling units in this project, Colorado Revised Statutes Title 9, Article 5, Sections 101‐106 requires that this project
achieve at least 48 accessibility points. Using the design of 3 Type A units and 35 Type B units, this project would achieve 158
accessibility points and comply with the state statute. (C.R.S. 9‐5‐101.)
FOR ACCESSIBILTY NOTES SEE SHEET A502.
SECTION 706 FIRE WALL ‐ TYPICAL
SECTION 708 FIRE PARTITION ‐ TYPICAL
SECTION 707 FIRE BARRIER ‐ TYPICAL
1 F.E. IN EACH UNIT AND 1 IN EACH COMMON CORRIDOR
TRAVEL DISTANCE TO STAIRS WITHIN UNIT = 42'‐0"
TRAVEL DISTANCE FROM TOP OF STAIR TO OUTSIDE = 133'‐8"
UNIT GROSS SF
EA.MODELNAMETYPE
GROSS
(APPROX)
A
16A1 BEDROOM 1 BATHB9460 SF
AA
2AA1 BEDROOM 1 BATHA1182 SF
B
12B1 BEDROOM 1 BATHB7517 SF
C
40C2 BEDROOM 2 BATHB34504 SF
CA
2CA2 BEDROOM 2 BATHA1720 SF
D
36D2 BEDROOM 2 BATH32590 SF
E
6E2 BEDROOM 2 BATHB5564 SF
11492537 SF
BLDG GROSS SF
LEVELAreaPerimeter
BLDG 1
BLDG 1 1ST FLOOR 7466 SF605'‐4"
BLDG 1 2ND FLOOR 7402 SF591'‐11"
BLDG 1 3RD FLOOR 7402 SF645'‐3"
BLDG 2
BLDG 2 1ST FLOOR 7486 SF603'‐0"
BLDG 2 2ND FLOOR 7410 SF588'‐3"
BLDG 2 3RD FLOOR 7410 SF587'‐11"
BLDG 3
BLDG 3 1ST FLOOR 8685 SF734'‐6"
BLDG 3 2ND FLOOR 8617 SF784'‐3"
BLDG 3 3RD FLOOR 8617 SF 784'‐3"
BLDG 4
BLDG 4 1ST FLOOR 10469 SF836'‐11"
BLDG 4 2ND FLOOR10386 SF775'‐3"
BLDG 4 3RD FLOOR10386 SF836'‐11"
101734 SF
DRAFT STOPPING REQUIRED ABOVE PARTITION IN ATTIC, PER SECTION 708.4 EXCEPTION 5
(BETWEEN EVERY TWO UNITS) ‐ AT NOTED LOCATIONS
DateIssue Description
2014.04.10REVISION 1
1
1
1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UP UP
UP
UP
DN DN
UP UP
DN DN
DNDN
UPUP
DNDN
20'20'
MODEL
1108
E
MODEL
1107
CA MODEL
1105
C
MODEL
1106
D MODEL
1104
D
MODEL
1103
C
MODEL
1102
D
MODEL
1101
A42'
44'44'44'
42'
44'
40'
42'
20'20'
MODEL
2102
D MODEL
2104
D MODEL
2106
D MODEL
2108
E
MODEL
2107
CMODEL
2105
CMODEL
2103
C
MODEL
2101
AA
44'
42'42'42'
44'44'44'
40'
51'51'
MODEL
1201
A
MODEL
1202
DMODEL
1204
D
MODEL
1203
C
MODEL
1206
D
MODEL
1205
C
MODEL
1208
E
MODEL
1207
C
42'
44'44'44'
42'
44'
40'
42'
42'
44'
40'
51'51'
MODEL
1308
E
MODEL
1307
C MODEL
1305
C
MODEL
1306
D MODEL
1304
D
MODEL
1303
C
MODEL
1301
A
MODEL
1302
D
LONGEST POSSIBLE PATH OF TRAVEL: 164'
(FROM UNITS 1303 AND 1305)
44'44'
42'42'
44'
51'51'
MODEL
2201
A
MODEL
2203
C MODEL
2205
C MODEL
2207
C
MODEL
2208
EMODEL
2206
DMODEL
2204
DMODEL
2202
D
44'
42'42'42'
44'44'44'
40'
51'51'
MODEL
2302
D MODEL
2304
D MODEL
2306
D MODEL
2308
E
MODEL
2307
CMODEL
2305
CMODEL
2303
C
MODEL
2301
A
LONGEST POSSIBLE PATH OF TRAVEL: 164'
(FROM UNITS 2303 AND 2305)
44'
42'42'42'
44'44'44'
40'
EGRESS PLAN LEGEND
1.MODEL A 622.7 GSF 4
2.MODEL AA 622.7 GSF 4
3.MODEL B 660.8 GSF 4
4.MODEL C 921.4 GSF 5
5.MODEL CA 921.4 GSF 5
6.MODEL D 967.2 GSF 5
7.MODEL E 991.5 GSF 5
MODEL GROSS SF OCCUPANCY LOAD
PER ICC SECTION 10.04
TRAVEL DISTANCE IN STAIR,
INCLUDING DIAGONAL PATH OF STAIR
LONGEST ROUTE OF TRAVEL
IN DWELLING UNIT
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/15/2014 8:15:12 AM
G102a
BLDGS 1 & 2 EGRESS
PLANS
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S
RI
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AP
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14LION‐00‐01
dmk
2014.03.14
SCALE: 1/16" = 1'‐0"
1 BLDG 1 ‐ 1ST FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
4 BLDG 2 ‐ 1ST FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
2 BLDG 1 ‐ 2ND FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
3 BLDG 1 ‐ 3RD FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
5 BLDG 2 ‐ 2ND FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
6 BLDG 2 ‐ 3RD FLOOR EGRESS
DateIssue Description
2014.04.10REVISION 1
LONGEST POSSIBLE PATH
OF TRAVEL (UNITS 1303 MAX PATH OF TRAVEL
AND 1305)PER ICC CHAPTER 10
OUT OF UNIT:42'125'(PER ICC SECTION 1021.2)
3rd TO 2nd FLOOR:51'
2nd TO 1st FLOOR:51'
TO OUTSIDE:20'
TOTAL 164'250' (PER ICC TABLE 1016.2)
LONGEST POSSIBLE PATH
OF TRAVEL (UNITS 2303 MAX PATH OF TRAVEL
AND 2305)PER ICC CHAPTER 10
OUT OF UNIT:42'125'(PER ICC SECTION 1021.2)
3rd TO 2nd FLOOR:51'
2nd TO 1st FLOOR:51'
TO OUTSIDE:20'
TOTAL 164'250' (PER ICC TABLE 1016.2)
BLDG 1 OCCUPANCY LOAD PER FLOOR:
Building 1 – North ‐ 3,583 sf per floor / 200 = 17 people per floor
Building 1 – South ‐ 3,289 sf per floor / 200 = 16 people per floor
BLDG 2 OCCUPANCY LOAD PER FLOOR:
Building 2 – West ‐ 3,289 sf per floor / 200 = 16 people per floor
Building 2 – East ‐ 3,583 sf per floor / 200 = 17 people per floor
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UPUP UP
DNDN
UPUP UP
DN
DNDN DN
MODEL
3109
A MODEL
3107
A
MODEL
3110
D
MODEL
3108
B
MODEL
3105
CA
MODEL
3106
D
MODEL
3103
C
MODEL
3104
D
MODEL
3101
A
MODEL
3102
C
20'20'21'
32'44'44'44'
40'40'40'
42'
42'42'
MODEL
3210
D
MODEL
3209
A MODEL
3207
A
MODEL
3208
B
MODEL
3205
C
MODEL
3206
D
MODEL
3203
C
MODEL
3204
D
MODEL
3201
A
MODEL
3202
C
51'51'51'
32'44'44'44'
40'40'40'
42'
42'42'
32'
51'51'
MODEL
3309
A
MODEL
3310
D
MODEL
3307
A
MODEL
3308
B
MODEL
3305
C
MODEL
3306
D
MODEL
3303
C
MODEL
3304
D
MODEL
3301
A
MODEL
3302
C
LONGEST POSSIBLE PATH OF TRAVEL: 164'
(FROM UNIT 3305)
51'
44'44'44'
40'40'40'
42'
42'42'
MODEL
4111
C
MODEL
4112
B MODEL
4110
B
MODEL
4109
AA
MODEL
4107
C
MODEL
4108
D
MODEL
4105
C
MODEL
4106
D
MODEL
4103
C
MODEL
4104
D
MODEL
4101
C
MODEL
4102
B
42'42'42'42'42'
32'32'44'44'44'
40'
32'
51'51'51'
MODEL
4211
C
MODEL
4212
B
MODEL
4209
A
MODEL
4210
B
MODEL
4207
C
MODEL
4208
D
MODEL
4205
C
MODEL
4206
D
MODEL
4203
C
MODEL
4204
D
MODEL
4201
C
MODEL
4202
B
42'42'42'42'42'
32'32'44'44'44'
40'
32'
51'51'51'
MODEL
4311
C
MODEL
4312
B
MODEL
4309
A
MODEL
4310
B
MODEL
4307
C
MODEL
4308
D
MODEL
4305
C
MODEL
4306
D
MODEL
4303
C
MODEL
4304
D
MODEL
4301
C
MODEL
4302
B
LONGEST POSSIBLE PATH OF TRAVEL: 164'
(FROM UNITS 4301 AND 4307)
42'
32'
42'42'42'42'
32'32'44'44'44'
40'
EGRESS PLAN LEGEND
1.MODEL A 622.7 GSF 4
2.MODEL AA 622.7 GSF 4
3.MODEL B 660.8 GSF 4
4.MODEL C 921.4 GSF 5
5.MODEL CA 921.4 GSF 5
6.MODEL D 967.2 GSF 5
7.MODEL E 991.5 GSF 5
MODEL GROSS SF OCCUPANCY LOAD
PER ICC SECTION 10.04
TRAVEL DISTANCE IN STAIR,
INCLUDING DIAGONAL PATH OF STAIR
LONGEST ROUTE OF TRAVEL
IN DWELLING UNIT
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/15/2014 8:15:22 AM
G102b
BLDGS 3 & 4 EGRESS
PLANS
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14LION‐00‐01
dmk
2014.03.14
SCALE: 1/16" = 1'‐0"
1 BLDG 3 ‐ 1ST FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
2 BLDG 3 ‐ 2ND FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
3 BLDG 3 ‐ 3RD FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
4 BLDG 4 ‐ 1ST FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
5 BLDG 4 ‐ 2ND FLOOR EGRESS
SCALE: 1/16" = 1'‐0"
6 BLDG 4 ‐ 3RD FLOOR EGRESS
DateIssue Description
2014.04.10REVISION 1
LONGEST POSSIBLE PATH MAX PATH OF TRAVEL
OF TRAVEL (UNIT 3305)PER ICC CHAPTER 10
OUT OF UNIT:42'125'(PER ICC SECTION 1021.2)
3rd TO 2nd FLOOR:51'
2nd TO 1st FLOOR:51'
TO OUTSIDE:20'
TOTAL 164'250' (PER ICC TABLE 1016.2)
LONGEST POSSIBLE PATH
OF TRAVEL (UNITS 4301 MAX PATH OF TRAVEL
AND 4307)PER ICC CHAPTER 10
OUT OF UNIT:42'125'(PER ICC SECTION 1021.2)
3rd FLOOR STAIRS:51'
2nd FLOOR STAIRS:51'
TO OUTSIDE:20'
TOTAL 164'250' (PER ICC TABLE 1016.2)
BLDG 3 OCCUPANCY LOAD PER FLOOR:
Building 3 – West ‐ 2,738 sf per floor / 200 = 13 people per floor
Building 3 – Center ‐ 3,561 sf per floor / 200 = 17 people per floor
Building 3 – East ‐ 1,466 sf per floor / 200 = 7 people per floor
BLDG 4 OCCUPANCY LOAD PER FLOOR:
Building 4 – West ‐ 2,732 sf per floor / 200 = 13 people per floor
Building 4 – Center ‐ 3,561 sf per floor / 200 = 17 people per floor
Building 4 – East ‐ 3,282 sf per floor / 200 = 16 people per floor
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UNIT DEMISING WALL
5/8"5 1/2"4 1/2"5 1/2"5/8"
2x6 STUDS @ 16" O.C. ‐ PARALLEL ROWS 1" APART
5 1/2" SOUND BATT INSULATION @ ALL VOIDS
1 LAYER 5/8" GWB
1 LAYER 5/8" GWB
BATH/FURNACE PARTITION WALL
4 3/4"
2x4 STUDS @ 16" O.C.
PARTITION WALL
3 1/2" SOUND BATT INSULATION @ ALL VOIDS
1 LAYER 5/8" TYPE "X" GWB ‐ EF
5/8"3 1/2"5/8"
4 3/4"
2x4 STUDS @ 16" O.C.
1 LAYER 5/8" GWB ‐ EF
5/8"3 1/2"5/8"
BATH/FURNACE PARTITION WALL
6 3/4"
2x6 STUDS @ 16" O.C.
5 1/2" SOUND BATT INSULATION @ ALL VOIDS
1 LAYER 5/8" TYPE "X" GWB ‐ EF
5/8"5 1/2"5/8"
16 3/4"
SOUND TRANSMISSION COEFFICIENT RATING 53
SOUND TRANSMISSION COEFFICIENT RATING 35‐39
SOUND TRANSMISSION COEFFICIENT RATING 35‐39
SOUND TRANSMISSION COEFFICIENT RATING 35‐39
STAIR WALL
2x4 STUD @ 16" O.C. ‐ PARALLEL ROWS 1" APART
5/8"3 1/2"1 5/8"
5/8"
3 1/2"5/8"
3 1/2" SOUND BATT INSULATION @ ALL VOIDS
1 LAYER 5/8" TYPE "X" GWB ‐ TAPE & FINISH ALL JOINTS &
FASTENERS ON EXPOSED FACE
1 LAYER 5/8" TYPE "X" GWB ‐ TAPE & FINISH ALL JOINTS &
FASTENERS ON EXPOSED FACE
SOUND TRANSMISSION COEFFICIENT RATING 50 (WP 4335)
UNIT SIDE WALL SYSTEM ‐ VARIES BY LOCATION
INCLUDE CONTINUOUS ACOUSTICAL SEAL @ FLOOR LINE
& CEILING LINE
UL ASSEMBLY # U341 ‐ 1 HOUR FIRE RATING ‐ SEE UL LISTINGS IN SPECIFICATIONS
1 HOUR RATING ‐ GYPSUM ASSOCIATION SYSTEM 3644
UL ASSEMBLY # U333 ‐ 1 HOUR FIRE RATING ‐ SEE UL LISTING IN SPECIFICATIONS
W3
W3A
W4
W5
W1A EXTERIOR WALL
2x6 STUDS @ 16" O.C.
1 LAYER 5/8" GWB OVER 6 MIL POLY
3/4"1/2"5 1/2"5/8"
E2
1/2" APA RATED OSB SHEATHING
R‐21 BATT INSULATION FILL CAVITY & ALL VOIDS
WEATHER BARRIER
CEMENTIOUS FIBER BOARD SIDING W/ 5" REVEAL ‐
COLORS AS DESIGNATED
7 3/8"
2 HR FIRE WALL
5/8"3 1/2"
7/8"
2 1/8"
1"
3 1/2"5/8"
2x4 STUDS @ 16" O.C. ‐ PARALLEL ROWS APART
3 1/2" SOUND BATT INSULATION @ ALL VOIDS
1 LAYER 5/8" GWB
12 1/4"
SOUND TRANSMISSION COEFFICIENT RATING 60W2
1" AIR SPACE EACH SIDE
(2) 1" GYPSUM SHAFT LINER PANELS W/ 25 GA
'H' STUDS 24" O.C. & ALUMINUM BREAK AWAY
CLIPS
EXTERIOR WALL
2x6 STUDS @ 16" O.C.
1 LAYER 5/8" GWB OVER 6 MIL POLY
3/4"1/2"5 1/2"5/8"
E3
1/2" APA RATED OSB SHEATHING
R‐21 BATT INSULATION FILL CAVITY & ALL VOIDS
BLDG WRAP
1 COAT STUCCO SYSTEM ‐ COLORS AS DESIGNATED
7 3/8"
E4 EXTERIOR WALL @ STORAGE
2x6 STUDS @ 16" O.C.
1 LAYER 5/8" GWB OVER 6 MIL POLY
1/2"5 1/2"5/8"
1/2" APA RATED OSB SHEATHING ‐ PRIMED &
PAINTED FINISH
R‐21 BATT INSULATION FILL CAVITY & ALL VOIDS
6 5/8"
PLUMBING PARTITION WALL
6 3/4"
2x6 STUDS @ 16" O.C.
1 LAYER 5/8" GWB ‐ EF
5/8"5 1/2"5/8"
SOUND TRANSMISSION COEFFICIENT RATING 35‐39W4A
MASONRY WALL
NEW CONCRETE MASONRY WALL ‐ SEE STRUCTURAL
FOR REINFORCING
7 5/8"
SPLIT FACE CMU
C1
EXTERIOR WALL
2x6 STUDS @ 16" O.C.
1 LAYER 5/8" GWB OVER 6 MIL POLY
3/4"1/2"5 1/2"5/8"
E1
1/2" APA RATED OSB SHEATHING
R‐21 BATT INSULATION FILL CAVITY & ALL VOIDS
BLDG WRAP
CEMENTIOUS FIBER BOARD SIDING W/ 7" REVEAL ‐
COLORS AS DESIGNATED
7 3/8"
E1A‐ REPLACE 5/8" APA RATED SHEATHING WITH 5/8" DENSGLAS
EXTERIOR SHEATHING @ 2' OF 2 HOUR FIRE WALL ASSEMBLY
E2A ‐ REPLACE 5/8" APA RATED SHEATHING WITH 5/8" DENSGLAS
EXTERIOR SHEATHING @ 2' OF 2 HOUR FIRE WALL ASSEMBLY
E3A ‐ REPLACE 5/8" APA RATED SHEATHING WITH 5/8" DENSGLAS
EXTERIOR SHEATHING @ 4' OF 2 HOUR FIRE WALL ASSEMBLY
E1B ‐ REPLACE 5/8" GWB W/ 5/8" OSB EXTERIOR SHEATHING @
INTERIORS OF STORAGE CLOSETS ‐ PRIME & PAINT
E2B ‐ REPLACE 5/8" GWB W/ 5/8" OSB EXTERIOR SHEATHING @
INTERIORS OF STORAGE CLOSETS ‐ PRIME & PAINT
E3B ‐ REPLACE 5/8" GWB W/ 5/8" OSB EXTERIOR SHEATHING @
INTERIORS OF STORAGE CLOSETS ‐ PRIME & PAINT
MEP BOXES FROM DIFFERENT DWELLING UNITS SHALL NOT BE
LOCATED IN THE SAME STUD CAVITY. PUTTY PACK AROUND ALL
SIDES OF MEP BOXES THAT PENETRATE RATED WALL ASSEMBLIES
PER MANUFACTURER'S INSTRUCTIONS. (ALTERNATE:PROVIDE
BOXES RATED FOR WALL SYSTEM) COMPLETELY SEAL GAP
BETWEEN BOXES AND GWB W/ ACOUSTICAL SEALER
MEP BOXES FROM DIFFERENT DWELLING UNITS SHALL NOT BE
LOCATD IN THE SAME STUD CAVITY. PUTTY PACK AROUND ALL
SIDES OF MEP BOXES THAT PENETRATE RATED WALL ASSEMBLIES
PER MANUFACTURER'S INSTRUCTIONS. (ALTERNATE:PROVIDE
BOXES RATED FOR WALL SYSTEM) COMPLETELY SEAL GAP
BETWEEN BOXES AND GWB W/ ACOUSTICAL SEALER
10 1/2"
2 HR EXTERIOR FIRE WALL
3/4"
5/8"
3 1/2"
7/8"
2 1/8"
1"
3 1/2"5/8"
2x4 STUDS @ 16" O.C. ‐ PARALLEL ROWS APART
1 LAYER 5/8" GWB
SOUND TRANSMISSION COEFFICIENT RATING 60E5
1" AIR SPACE EACH SIDE
(2) 1" GYPSUM SHAFT LINER PANELS W/ 25 GA
'H' STUDS 24" O.C. & ALUMINUM BREAK AWAY
CLIPS
UL ASSEMBLY # U347 CONFIGURATION D ‐ SEE UL LISTINGS IN SPECIFICATIONS
1/2" APA RATED OSB SHEATHING
BLDG WRAP
CEMENTIOUS FIBER BOARD SIDING OR STUCCO
FINISH ‐ SEE EXTERIOR ELEVATIONS FOR
FINISHING SYSTEM AND COLORS
13"
1
1
R‐26 BATT INSULATION FILL CAVITY & ALL VOIDS
(R‐13 EACH SIDE)
1
1
1
1
2
2
2
2
UL ASSEMBLY # U347 CONFIGURATION D ‐ SEE UL LISTINGS IN SPECIFICATIONS
6"
1"
4"
CAST IN PLACE CONCRETE FLOORF1
FLOOR ‐ CEILING SYSTEMF2
DRIP‐THROUGH DECK SYSTEMF3
5/4"X6 TREX TRANSCEND DECK BOARDS OVER TREATED
2X8 JOISTS 16" O.C. W/ HANGERS ‐ 1/8" GAP BETWEEN
DECK BOARDS FOR DRIP‐THROUGH
4" CONCRETE FLOOR SLAB ‐ PROVIDE 6 MIL POLY VAPOR
BARRIER UNDER SLAB WITH 12" FOLDED, LAPPED AND
TAPED SEAMS ON 1" RIGID INSULATION OVER 6"
MINIMUM COMPACTED GRANULAR FILL TYPICAL.
INSULATE TO 4' IN FROM FOUNDATION WALL
1‐HOUR SOUND‐RATED TRUSS FLOOR ASSEMBLY
PARALLEL CHORD TRUSSES, MAX. 24" O.C. ‐
MIN. TRUSS DEPTH 12"
1 LAYER 5/8" GWB OVER 1/2" RESILENT
CHANNEL @ 12" O.C.
MIN. 23/32" STRUCTURAL WOOD PANEL FLOOR SHEATHING
LOOSE FILL INSULATION ‐ FILL VOIDIIC = 53
1" GYPSUM FLOOR TOPPING OVER 1/4" SOUND REDUCTION
MAT ‐ MIN. 2500 PSI
LUXURY VINYL TILE FLOOR FINISH
UL ASSEMBLY # L563 ‐ 1‐HOUR FIRE RATING ‐ SEE UL LISTING IN SPECIFICATIONS
SOUND TRANSMISSION COEFFICENT 62
5/
8
"
3/
8
"
1'
‐8"
3/
4
"
1/
4
"
1"
1/
4
"
SEE STRUCTURAL FOR FRAMING INFORMATION
1/2" MAX FLOOR FINISH ‐ SEALED CONCRETE IN
EXTERIOR STORAGE CLOSETS
1'
‐11
1/
4
"
2
SHINGLE OVER ROOF TRUSS
1‐LAYER 5/8" GWB OVER 1/2" RESILIENT CHANNEL @
12" O.C. OVER 6 MIL POLY
40 YR ASPHALT SHINGLES OVER 15# FELT PAPER (ICE &
WATER SHEILD @ PERIMETER 4' OF EAVE, ENTIRE AREA
OF 4/12 & 3/12 PITCHED ROOFS) ON 1/2" PLYWOOD
SHEATHING, TYP.
2X4 ENGINEERED WOOD ROOF TRUSSES, SEE
STRUCTURAL
LOOSE FILL INSULATION, BEARING UL CLASSIFICATION
MARKING FOR SURFACE BURNING CHARACTERISTICS,
HAVING A MIN DENSITY OF 0.5 PCF
R1
STANDING SEAM OVER ROOF
TRUSS OR RAFTERR2
STANDING SEAM OVER T&GR3
DUMPSTER SHED ROOFR4
UL ASSEMBLY #P533 ‐ 1 HOUR FIRE RATING ‐ SEE UL LISTING IN SPECIFICATIONS
AIR DUCT ‐ UL CLASS 0 OR 1 FLEXIBLE AIR DUCT,
INSTALLED IN ACCORDANCE W/ INSTRUCTIONS
PROVIDED BY DAMPER MFR.
CEILING DAMPER ‐ MAX SIZE 324 SQ IN.
INSTALLED IN ACCORDANCE W/ INSTRUCTIONS
PROVIDED BY DAMPER MFR.
OPENINGS NOT TO EXCEED 324 SQ IN PER 100 SF
OF CEILING AREA
1‐LAYER 5/8" GWB OVER 1/2" RESILIENT CHANNEL
@ 12" O.C. OVER 6 MIL POLY
STANDING SEAM MTL ROOF DECK OVER 15# FELT
PAPER ( ICE & WATER SHEILD @ PERIMETER 4' OF
EAVE, ENTIRE AREA OF 4/12 & 3/12 PITCHED ROOFS)
ON 1/2" PLYWOOD SHEATHING, TYP.
2X4 ENGINEERED WOOD ROOF TRUSSES, SEE
STRUCTURAL
LOOSE FILL INSULATION, BEARING UL CLASSIFICATION
MARKING FOR SURFACE BURNING CHARACTERISTICS,
HAVING A MIN DENSITY OF 0.5 PCF
INSULATED AIR DUCT ‐ UL CLASS 0 OR 1 FLEXIBLE
AIR DUCT,INSTALLED IN ACCORDANCE W/
INSTRUCTIONS PROVIDED BY DAMPER MFR.
CEILING DAMPER ‐ MAX SIZE 324 SQ IN.
INSTALLED IN ACCORDANCE W/ INSTRUCTIONS
PROVIDED BY DAMPER MFR.
OPENINGS NOT TO EXCEED 324 SQ IN PER 100 SF
OF CEILING AREA
11 7/8" TJI ‐ SEE STRUCTURAL
CLASS 'A' ASPHALT SHINGLES OVER ICE & WATER SHIELD
STANDING SEAM MTL ROOF DECKING OVER
ICE AND WATER SHIELD OVER 5/8" SHEATHING ON 2x6
DECK BOARDS OVER 3x10 JOISTS 16" O.C. W/ HANGERS ‐
1/8" GAP BETWEEN DECK BOARDS FOR DRIP‐THROUGH
WOOD SHEATHING ‐ SEE STRUCTURAL
SEE STRUCTURAL FOR FRAMING INFO
1
1
2
2
UL ASSEMBLY #P533 ‐ 1 HOUR FIRE RATING ‐ SEE UL LISTING IN SPECIFICATIONS
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
5/1/2014 1:14:03 PM
G103
BUILDING SYSTEMS
LI
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of
Va
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CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
DateIssue Description
2014.04.10REVISION 1
2014.04.29REVISION 2
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
SITE PLAN
SCALE: 1/32" = 1'-0"
BUILDING 4 - 36 UNITS
12 @ 1BR, 24 @ 2BR
BUILDING 3 - 30 UNITS
12 @ 1BR, 18 @ 2BR
BUILDING 2 - 23 UNITS
+ OFFICE/MODEL UNIT
2 @ 1BR, 21 @ 2BR
BU
I
L
D
I
N
G
1
-
2
4
U
N
I
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S
3
@
1
B
R
,
2
1
@
2
B
R
PARK
NORTH FRONTAGE ROAD WEST
DEMOLITION PLAN
SCALE: 1/32" = 1'-0"
E
X
I
S
T
I
N
G
B
L
D
G
A
T
O
B
E
D
E
M
O
L
I
S
H
E
D
EXISTING BLDG B
TO BE DEMOLISHED
EXISTING BLDG C
TO BE DEMOLISHEDEXISTING BLDG D
TO BE DEMOLISHED
EXISTING BLDG E
TO BE DEMOLISHED
EXISTING BLDG F
TO BE DEMOLISHED
EXISTING BLDG I
TO BE DEMOLISHED
EXISTING BLDG G
TO BE DEMOLISHEDEXISTING BLDG H
TO BE DEMOLISHED
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
2014-04-11 17:00:00
AS101
ARCHITECTURAL SITE
PLAN
LI
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F
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a
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8
1
6
5
7
14LION-00-01
dmk
DateIssue Description
Issue Date:2014.03.14
SEE CIVIL FOR FIRE STAGING ZONE INFORMATION
NOTE: SEE SHEET L-1 FOR EXISTING TREES TO REMAIN
COORDINATE UTILITY DISCONNECTS WITH SUBCONTRACTOR SO AS TO MINIMIZE
DISRUPTION OF SERVICE TO EXISTING WEST TIMBER RIDGE DEVELOPMENT.
2014.03.14BID AND BUILDING PERMIT
SEE CIVIL FOR BLDG LOCATION DIMS.
LOOP SHAPED BICYCLE RACKS W/ CONC SLAB
- SEE SPECIFICATIONS
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
AS102
AS1028AS102
AS102
2
5
12
C1C1
C1C1
C1
C1
18'‐0"
31'‐4"
31'‐4"
8"11'‐6"18'‐6"8"
8"
11'‐0"
8"
5'‐0"
8"
2'‐0"
M.O.
8'‐0"3'‐8"
M.O.
16'‐0"1'‐8"
M102A
M101A
M101B M102B
10
AS102
8'‐0"
M.O
.
3'‐4"
1'‐4"
M.O
.
3'‐4"
2'‐0"
DUMPSTER
ENCLOSURE
M102
MAINTENANCE
M101
18'‐0"
AS102
7
SLOPE 1/8" PER FOOT
HOSE BIB W/ SHUTOFF
@ BLDG 2
STEEL HOLLOW SECTIONAL
ROLL‐UP W/ LOCK
8'‐3"9"15'‐0"6'‐0"
SLOPE 1/8" PER FOOT
POWER OPENER
SEE CIVIL FOR SLAB LEVEL
AS102
AS1029
AS102
AS102
3
6
13
12'‐8"
1'‐4"
M.O
.
3'‐4"
8'‐0"
1'‐8"
M.O.
16'‐0"1'‐8"
19'‐4"
12'‐8"
19'‐4"
T1A
T1B
11
AS102
C1C1
C1
NOTE: TOTAL OF 2 DUMPSTER
ENCLOSURES OF THIS TYPE IN PROJECT
SLOPE 1/8" PER FOOT
NOTE: COORDINATE TOP OF SLAB
WITH CIVIL GRADING PLAN.
SEE CIVIL FOR SLAB LEVEL
1'‐0"2'‐0"
M.O.
8'‐0"3'‐8"
M.O.
16'‐0"1'‐8"1'‐0"
33'‐4"
10
AS102
M101B
M102B
8" SPLIT FACE CMU ‐ TYP.
VERIFY COLOR W/ ARCHITECT
2x12 TREX FASCIA
1/4" CEDAR MILL HARDIE
SOFFIT IN KHAKI BROWN
ROLL‐DOWN STL DOORS IN
BRONZE FINISH
R4
1'‐6"
2'‐8"
8"
M.O
.
8'‐0"
12'‐10"
DRIP EDGE @ PERIMETER
OF ROOF ‐ TYP.
1'‐0"1'‐8"16'‐0"1'‐8"1'‐0"
21'‐4"
11
AS102
T1B
2x12 TREX FASCIA
1/4" CEDAR MILL HARDIE
SOFFIT IN KHAKI BROWN
8" SPLIT FACE CMU ‐ TYP.
VERIFY COLOR W/ ARCHITECT
ROLL‐DOWN STL DOOR
IN BRONZE FINISH
R4
1'‐4"
1'‐4"
9'‐4"
12'‐0"
DRIP EDGE @ PERIMETER
OF ROOF ‐ TYP.
1'‐0"31'‐4"1'‐0"
33'‐4"
10
AS102
R4
8'‐8"
4'‐2"
12'‐10"
11
AS102
1'‐0"19'‐4"1'‐0"
21'‐4"
R4
8'‐8"
3'‐4"
12'‐0"
1'‐0"8'‐0"
M.O.
3'‐4"1'‐4"
M.O.
3'‐4"2'‐0"1'‐0"
20'‐0"
M102A M101A
2"
12"
R4
12'‐10"
5'‐8"
M.O
.
7'‐2"
1'‐0"8'‐0"
M.O.
3'‐4"2'‐4"
14'‐8"
T1A
2"
12"R4
4'‐10"
M.O
.
7'‐2"
12'‐0"
1'‐0"18'‐0"1'‐0"
2"
1'‐0"
20'‐0"
R4
12'‐10"
14'‐8"
2"
12"
1'‐0"12'‐8"1'‐0"
R4
12'‐0"
2"
12"
C1
C1
C1
M102B
M102AM101A
R4
F1
2x4 GWB DRAFT
STOPPING B/W TJI'S
THICKENED SLAB ‐ SEE STRUC.
8'‐8"
4'‐2"
11'‐4"
1'‐6"
1/4" TREX CEDAR MILL
HARDIE SOFFIT
‐ KHAKI BROWN
2x12 TREX
FASCIA ‐ TYP.
2"
12"
C1
C1
F1
R4
T1B
T1A8'‐8"
3'‐4"1'‐4"
10'‐8"
1/4" TREX CEDAR MILL
HARDIE SOFFIT
‐ KHAKI BROWN
2x12 TREX
FASCIA ‐ TYP.
18"
14"
34"
PLYWOOD SHEATHING ON METAL BRACKETS WITH
METAL STANDARDS SECURED TO CMU WALL BEHIND
WITH TAPCON SCREWS
12" UPPER SHELVES
18" LOWER SHELF
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:51 PM
AS102
MAINT. BLDG &
DUMPSTER ENCLOSURE
LI
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N
'
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RI
D
G
E
AP
A
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M
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N
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HO
M
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S
12
6
5
N.
Fr
o
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t
a
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e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 1/4" = 1'‐0"
1 MAINTENANCE BLDG FLOOR PLAN
SCALE: 1/4" = 1'‐0"
4 DUMPSTER ENCLOSURE FLOOR PLAN
SCALE: 1/4" = 1'‐0"
2 MAINTENANCE BLDG FRONT ELEVATION
SCALE: 1/4" = 1'‐0"
3 DUMPSTER ENCLOSURE FRONT ELEVATION
SCALE: 1/4" = 1'‐0"
5 MAINTENANCE BLDG REAR ELEVATION
SCALE: 1/4" = 1'‐0"
6 DUMPSTER ENCLOSURE REAR ELEVATION
SCALE: 1/4" = 1'‐0"
8 MAINTENANCE BLDG SIDE ELEVATION
SCALE: 1/4" = 1'‐0"
9 DUMPSTER ENCLOSURE SIDE ELEVATION
SCALE: 1/4" = 1'‐0"
12 MAINTENANCE BLDG SIDE ELEVATION
SCALE: 1/4" = 1'‐0"
13 DUMPSTER ENCLOSURE SIDE ELEVATION
SCALE: 1/4" = 1'‐0"
10 MAINTENANCE BLDG SECTION
SCALE: 1/4" = 1'‐0"
11 DUMPSTER ENCLOSURE SECTION
SCALE: 1/4" = 1'‐0"
7 MAINTENANCE SHELVING
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UP
UP
AS103
2
3
AS103
11'‐7 1/2"
1"
1'‐2"
1"
5"
6"
5"
1'‐4"
2'‐7 1/2"7'‐0"2'‐0"
8
AS103
AS103
6
R @
0' ‐
6"
12
6'‐0"
7'‐3"
11'‐7 1/2"
9'‐4 3/4"2'‐2 3/4"
11'‐7 1/2"
3
AS103
3"1'‐9"7'‐0"4 3/4"1'‐8 3/4"6"
2"
4 3/4"
2'‐8"
2'‐6"
2"
5'‐0"
5'‐2"
8
AS103
6'‐7 1/2"
R3
BEARING
9'‐1 3/8"
4 1/2"
12"
BEARING
14'‐11 9/32"
10'‐3"
SEE STRUCTURAL DWGS
FOR CONNECTIONS
BEARING
11'‐6 5/32"
BEARING
17'‐0 5/16"
1"1'‐2"1"
2x6" WELDED STL C‐CHANNEL FRAME
2x6 ROUGH SAWN DOUGLAS FIR BOARDS
BOLTED TO HSS
4" x 4" HSS SUPPORT POSTS
3" TELLURIDE GOLD STONE VENEER
ON 8" CONCRETE WALL
RECESSED LED STRIP LIGHTING
‐ ATTACH TO C‐CHANNELS
2" THICK TELLURIDE GOLD STONE CAP
2'‐2"
2x2" HSS WELDED TO STL FRAME
3"8"3"
1'‐4"
WATERPROOF MEMBRANE UNDER STONE CAP
2"
5'‐0"
4'‐0"
1'‐0"
6"
R @ 0' ‐ 6"12
DURATECH COOL STANDING SEAM
MTL ROOF ON 2" x 6" T&G DECKING
DRIP EDGE @ PERIMETER
3" x 10" WOOD RAFTERS @ 24" O.C.
6" x 10" WOOD BEAM
8" x 8" WOOD COLUMN
2" DIA. ALUM HANDRAIL W/ WIRE MESH
GUARDRAIL ‐ SEE SPECIFICATIONS
GALVANIZED 1 x 3/16" BEARING
BAR GRATING STAIR TREADS W/
CHECKER PLATE NOSING AND SIMILAR
RISER ‐ WELD TO STRINGER
12" GALVANIZED CHANNEL STRINGER
3'‐0"
11'‐0"
SEE STRUCTURAL FOR WOOD CONNECTIONS
BEARING
8'‐11 9/32"
6'‐6"
R3
15'‐7 1/2"
6"
12"
BEARING
9'‐7 3/8"
1
9
AS103
AS103
7
R @
0' ‐
6"
9
7'‐3"
6'‐0"
8'‐7 1/2"BEARING
8'‐11 1/4"
5'‐0"
DURATECH COOL STANDING SEAM
MTL ROOF ON 2" x 6" T&G DECKING
DRIP EDGE @ PERIMETER
3" x 10" WOOD RAFTERS @ 24" O.C.
6" x 10" WOOD BEAM
8" x 8" WOOD COLUMN
2" DIA. ALUM HANDRAIL W/ WIRE MESH
GUARDRAIL ‐ SEE SPECIFICATIONS
GALVANIZED 1 x 3/16" BEARING
BAR GRATING STAIR TREADS W/
CHECKER PLATE NOSING AND SIMILAR
RISER ‐ WELD TO STRINGER
12" GALVANIZED CHANNEL STRINGER
SEE STRUCTURAL FOR WOOD CONNECTIONS
8'‐0"
R3
6"
3'‐0"
R @ 0' ‐ 6"9
1'‐0"
12'‐6 1/2"
6"
12"
BEARING
9'‐1 3/8"
1
9
AS103
R3
BEARING
13'‐5 1/4"
6'‐7 1/2"
4 1/2"
12"
BEARING
17'‐0 5/16"
10'‐3"
SEE STRUCTURAL DWGS
FOR CONNECTIONS
BEARING
9'‐1 3/8"
BEARIN
G
13'‐5 1/4"
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:55 PM
AS103
EXTERIOR STAIR &
MONUMENT SIGNAGE
LI
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N
'
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D
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E
AP
A
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HO
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12
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Ro
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We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 1/2" = 1'‐0"
1 SITE ‐ SIGNAGE PLAN
SCALE: 3/8" = 1'‐0"
4 SITE ‐ EXTERIOR STAIR PLAN
SCALE: 1/2" = 1'‐0"
2 SITE ‐ SIGNAGE ELEVATION
SCALE: 3/8" = 1'‐0"
6 SITE ‐ EXTERIOR STAIR ELEVATION
SCALE: 1/2" = 1'‐0"
3 SITE ‐ SIGNAGE SECTION
SCALE: 3/8" = 1'‐0"
8 SITE ‐ EXTERIOR STAIR SECTION
SCALE: 3/8" = 1'‐0"
5 SITE ‐ WEST EXTERIOR STAIR PLAN
SCALE: 3/8" = 1'‐0"
9 SITE ‐ WEST EXTERIOR STAIR SECTION
SCALE: 3/8" = 1'‐0"
7 SITE ‐ WEST EXTERIOR STAIR ELEVATION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
Re
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
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4
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:09:58 PM S‐001GENERAL NOTESLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJMSHEET NUMBERSHEET NAME S-001GENERAL NOTES S-002GENERAL NOTES S-003QUALITY ASSURANCE NOTES S-110BLDG 1 FOUNDATION PLAN S-111BLDG 1 F2 PLAN S-112BLDG 1 F3 PLAN S-113BLDG 1 ROOF PLAN S-120BLDG 2 FOUNDATION PLAN S-121BLDG 2 F2 PLAN S-122BLDG 2 F3 PLAN S-123BLDG 2 ROOF PLAN S-130BLDG 3 FOUNDATION PLAN S-131BLDG 3 F2 PLAN S-132BLDG 3 F3 PLAN S-133BLDG 3 ROOF PLAN S-140BLDG 4 FOUNDATION PLAN S-141BLDG 4 F2 PLAN S-142BLDG 4 F3 PLAN S-143BLDG 4 ROOF PLAN S-150ENTRY PARTIAL PLANS S-151ENTRY ELEVATION S-152DECK PARTIAL PLANS S-161MAINT BLDG & DUMPSTER ENCLOSURE S-162EXTERIOR STAIR & MONUMENT SIGNAGE S-300CONCRETE DETAILS S-301CONCRETE DETAILS S-302FOUNDATION DETAILS S-303FOUNDATION DETAILS S-400TYP MASONRY DETAILS S-600TYPICAL WOOD FRAMING DETAILS S-601TYPICAL WOOD FRAMING DETAILS S-602TYPICAL WOOD FRAMING DETAILS S-610FLOOR DETAILS S-611FLOOR DETAILS S-612FLOOR DETAILS S-620ROOF DETAILS S-621ROOF DETAILS S-622ROOF DETAILS S-623ROOF DETAILS
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9
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5.
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5
A
.
SE
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B
.
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N
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,
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-
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0
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0
0
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1.
GE
N
E
R
A
L
:
1A
.
EN
G
I
N
E
E
R
:
R
E
F
E
R
E
N
C
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S
O
N
T
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A
L
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N
G
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T
O
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E
N
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N
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M
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N
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H
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O
T
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T
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T
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A
R
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P
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C
I
F
I
C
A
L
L
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N
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T
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D
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“
C
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N
T
R
A
C
T
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S
E
N
G
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N
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”
,
“
M
E
C
H
A
N
I
C
A
L
E
N
G
I
N
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”
,
E
T
C
.
1B
.
TH
E
S
E
N
O
T
E
S
S
U
P
P
L
E
M
E
N
T
T
H
E
S
P
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C
I
F
I
C
A
T
I
O
N
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,
W
H
I
C
H
S
H
A
L
L
B
E
R
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F
E
R
E
N
C
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D
F
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D
D
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T
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N
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L
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Q
U
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R
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M
E
N
T
S
.
1C
.
UN
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
I
E
S
:
L
O
C
A
T
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N
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B
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D
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WH
I
C
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N
T
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R
F
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I
T
H
W
O
R
K
.
1D
.
ST
R
U
C
T
U
R
A
L
E
L
E
M
E
N
T
S
A
R
E
C
E
N
T
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N
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R
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A
N
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D
L
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N
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C
T
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N
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N
L
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S
D
I
M
E
N
S
I
O
N
E
D
O
T
H
E
R
W
I
S
E
.
2.
US
E
O
F
D
R
A
W
I
N
G
S
:
2A
.
DO
N
O
T
S
C
A
L
E
D
R
A
W
I
N
G
S
.
2B
.
WH
E
R
E
D
I
S
C
R
E
P
A
N
C
I
E
S
O
C
C
U
R
B
E
T
W
E
E
N
P
L
A
N
S
,
D
E
T
A
I
L
S
,
G
E
N
E
RA
L
N
O
T
E
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
T
H
E
M
O
R
E
S
T
R
I
N
G
E
N
T
RE
Q
U
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M
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N
T
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N
.
D
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D
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S
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W
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R
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N
T
H
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P
R
O
J
E
C
T
.
3.
TE
M
P
O
R
A
R
Y
C
O
N
D
I
T
I
O
N
S
:
3A
.
TH
E
S
T
R
U
C
T
U
R
E
I
S
D
E
S
I
G
N
E
D
T
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N
C
T
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O
N
A
S
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T
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P
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N
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L
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N
.
T
H
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C
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N
T
R
A
C
T
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R
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S
R
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P
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N
S
I
B
L
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F
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R
F
U
R
N
I
S
H
I
N
G
A
L
L
TE
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
A
N
D
/
O
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P
P
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T
T
H
A
T
M
A
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B
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R
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Q
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T
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L
T
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T
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C
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R
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C
T
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S
C
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M
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T
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N
D
/
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Q
U
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N
C
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S
.
R
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T
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L
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A
L
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N
D
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G
N
C
R
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R
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D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
4.
SU
B
M
I
T
T
A
L
S
A
N
D
S
U
B
S
T
I
T
U
T
I
O
N
S
:
4A
.
SU
B
M
I
T
T
A
L
S
:
R
E
F
E
R
T
O
S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
D
E
T
A
I
L
E
D
R
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Q
U
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R
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M
E
N
T
S
.
-
IF
T
H
E
C
O
N
T
R
A
C
T
O
R
R
E
Q
U
E
S
T
S
A
C
H
A
N
G
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R
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M
T
H
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C
T
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R
A
L
D
R
A
W
I
N
G
S
,
I
T
S
H
A
L
L
B
E
A
P
P
R
O
V
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D
B
Y
T
H
E
A
R
C
H
I
T
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C
T
A
N
D
DE
S
I
G
N
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D
B
Y
M
A
R
T
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N
/
M
A
R
T
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N
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I
N
C
.
P
R
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B
M
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D
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.
V
A
R
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T
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H
A
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B
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A
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S
.
CO
N
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A
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M
AR
T
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,
I
N
C
.
F
O
R
M
A
K
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N
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T
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A
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.
-
CO
N
S
T
R
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C
T
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D
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N
T
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S
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A
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B
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B
M
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AL
L
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H
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A
W
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A
L
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P
A
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U
B
M
I
T
T
A
L
4B
.
SU
B
S
T
I
T
U
T
I
O
N
S
:
A
R
C
H
I
T
E
C
T
S
A
P
P
R
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V
A
L
S
H
A
L
L
B
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C
U
R
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D
F
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A
L
L
S
U
B
S
T
I
T
U
T
I
O
N
S
4C
.
NO
N
C
O
N
F
O
R
M
A
N
C
E
:
N
O
T
I
F
Y
A
R
C
H
I
T
E
C
T
O
F
CO
N
D
I
T
I
O
N
S
N
O
T
C
O
N
S
T
R
U
C
T
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D
P
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T
H
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C
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T
RA
C
T
D
O
C
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M
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N
T
S
P
R
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T
O
P
R
O
C
E
E
D
I
N
G
WI
T
H
C
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R
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C
T
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V
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W
O
R
K
.
S
U
B
M
I
T
P
R
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P
O
S
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D
R
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P
A
I
R
T
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T
H
E
A
R
C
H
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T
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C
T
F
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R
A
C
C
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P
T
A
N
C
E
.
C
O
N
T
R
A
C
T
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R
S
H
A
L
L
C
O
M
P
E
N
S
A
T
E
MA
R
T
I
N
/
M
A
R
T
I
N
,
I
N
C
.
F
O
R
D
E
S
I
G
N
I
N
G
T
H
E
R
E
P
A
I
R
.
4D
.
AL
L
S
H
O
P
D
R
A
W
I
N
G
S
S
H
A
L
L
B
E
S
U
B
M
I
T
T
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D
I
N
E
L
E
C
T
R
O
N
I
C
F
O
R
M
A
T
O
N
L
Y
.
5.
OS
H
A
S
T
A
N
D
A
R
D
S
:
5A
.
TH
E
S
T
R
U
C
T
U
R
E
I
S
D
E
S
I
G
N
E
D
T
O
F
U
N
C
T
I
O
N
A
S
A
U
N
I
T
U
P
O
N
C
O
M
P
LE
T
I
O
N
.
N
O
T
H
I
N
G
S
H
O
W
N
O
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T
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T
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C
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A
L
D
R
A
W
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N
G
S
S
H
A
L
L
B
E
CO
N
S
T
R
U
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D
A
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M
I
N
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T
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N
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T
H
E
N
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D
F
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T
H
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C
O
N
T
R
A
CT
O
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T
O
C
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P
L
Y
W
I
T
H
A
L
L
O
S
H
A
R
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Q
U
I
R
E
M
E
N
T
S
.
5B
.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
A
D
D
A
L
L
N
E
C
E
S
S
A
R
Y
B
O
L
T
S
,
A
N
C
H
O
R
B
O
L
T
S
,
P
L
A
T
E
S
,
S
T
I
F
F
E
N
E
R
P
L
A
T
E
S
,
S
T
A
B
I
L
I
Z
E
R
P
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28 DAY STRENGTH, f'c (KSI)
CONCRETE WEIGHT
MAX W/C RATIO, INCLUDING FLY ASH
MAX AGGREGATE SIZE (IN), NOTE a
TOTAL AIR CONTENT (%), NOTE b
OTHER REQUIREMENTS, NOTE c
1
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1.LAMINATED MEMBER SIZES:1A.LVL, PSL, LSL, GLU-LAM, [AND OTHER FABRICATED MEMBERS (TJI)] SIZES SHOWN ARE NET. OTHER MEMBER SIZES ARE NOMINAL.2.FRAMING LUMBER:2A.DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION), DOUGLAS FIR-LARCH WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS. SEE ‘FRAMING LUMBER TABLE’ FOR MINIMUM GRADES.2B.BEAMS AND STRINGERS USED WITH CANTILEVERS OR CONTINUOUS SPANS SHALL BE GRADED TO PROVIDE THE SPECIFIED ALLOWABLE STRESSES OVER THE ENTIRE MEMBER LENGTH.3.FABRICATED LUMBER:3A.FABRICATED LUMBER DESIGNATIONS ARE THOSE MANUFACTURED BY iLEVEL, BOISE, IDAHO.3B.FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS ONE OF THE FOLLOWING: TJI JOISTS, MICROLLAM (LVL), PARALLAM (PSL), TIMBERSTRAND (LSL) OR RIMBOARD.3C.THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS ON I-JOISTS, END BLOCKING, BRIDGING,AND ERECTION BRACING AS REQUIRED. SEE “DESIGN CRITERIA” FOR DESIGN DEAD AND LIVE LOADS.3D.FABRICATED LUMBER SHALL BE DRY.3E.SEE ‘FABRICATED LUMBER TABLE’ FOR MINIMUM PROPERTIES (AT NORMAL LOAD DURATIONS).3F.FABRICATED RIMBOARD SHALL BE LAMINATED STRAND LUMBER.4.SHEATHING:4A.WOOD STRUCTURAL PANELS (WSP)-WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING CONFORMING TO U.S.DEPARTMENT OF COMMERCE STANDARD PS-2 AND APA PERFORMANCE STANDARD PRP-108, LATEST EDITIONS.-ALL WOOD PANELS SHALL BE EXPOSURE 1.5.METAL PLATE CONNECTED WOOD TRUSS BRACING:5A.ALL PERMANENT BRACING DESIGN, LOCATIONS, AND DETAILS SHALL BE SHOWN ON THE CALCULATIONS AND ERECTION DRAWINGS PROVIDED BY THE CONTRACTOR. PROVIDE MINIMUM BRACING SHOWN ON THE CONTRACT DOCUMENTS.6.BLOCKING AND BRIDGING:6A.PROVIDE 1” X 4” OR SIMPSON NC/NCA CROSS-BRIDGING AT 8’ O.C. MAXIMUM SPACING FOR ALL SOLID SAWN WOOD JOISTS AND RAFTERS. PROVIDE FULL HEIGHT SOLID BLOCKING (MINIMUM WIDTH TO MATCH WIDTH OF FRAMING) BETWEEN ALL FRAMING MEMBERS (SOLID SAWN JOISTS AND RAFTERS, FABRICATED JOISTS AND RAFTERS AND TRUSSES) AT SUPPORTS.7.NAILING:7A.UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE COMMON NAILS WITH SIZES SHOWN IN THE TABLE BELOW. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH IBC 2012 TABLE 2304.9.1.8.METAL CONNECTORS:8A.FRAMING CONNECTORS SHALL CONFORM TO IBC 2006 SECTION 1715.1 FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO,CALIFORNIA. OTHER MANUFACTURER’S PRODUCTS MAY BE USED IF APPROVED BY THE ENGINEER.FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR.8B.ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS INCLUDING OPTIONAL NAIL LOCATIONS FOR UPLIFT. ALL BOLT HOLES SHALL BE DRILLED INTO FRAMING MEMBERS. MAXIMUM HOLE DIAMETER IS 1/16” LARGER THAN THE BOLT DIAMETER.9.OPENINGS:9A.OPENING, POCKETS, ETC., SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS,COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS.PRODUCTFABRICATED LUMBER TABLE SIZETYPEMRVREI x 10ENDREACTION(LBS)INTERMEDIATE REACTION (LBS)REMARKS 11 7/8" LVL5 1/2" LVL6 11 7/8"BEAM8,9253,9504643,8983,898--5 1/2"BEAM/POST2,1251,830463,8983,898 --11 7/8" TJI-56011 7/8"I-JOIST9,5002,0506361,7253,455WEB STIFF REQ'D 7 1/4" LVL7 1/4"BEAM3,5552,4101063,8983,898
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APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS.
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RMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK
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FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES AS
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CURRENT ICC-ES EVALUATION REPORT.
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ACCORDING TO IBC 2012 SECTION 1704.2.2.
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RUCTIVE TESTING (ASNT) SNT-TC-1A OR ASNT CP-189.
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:05 PM S‐003QUALITY ASSURANCE NOTESLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJMQUALITY ASSURANCE GENERAL NOTES
CO
N
C
R
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T
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S
P
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C
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A
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P
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ST
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C
I
A
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I
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N
MASONRY TESTING
CO
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C
R
E
T
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T
E
S
T
I
N
G
SOILS SPECIAL INSPECTION
ST
E
E
L
T
E
S
T
I
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G
DateIssue Description4/11/2013
Re
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2
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1
2
In
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(
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B
C
)
SF1.5
96'-6"SF1.5
96'-6"
SF1.5
96'-6"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
94
'
-
6
"
SF
2
94
'
-
6
"
SF
2
94
'
-
6
"
SF1.5
94'-6"
SF1.5 94'-6"
SF
2
94
'
-
6
"
SF
2
94
'
-
6
"
SF
2
94
'
-
6
"
SF
2
94
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
T/FTG STEP
T/FTG STEP
SF1.5
97'-0"
SF1.5
97'-0"
SF
3
99
'
-
0
"
SF
3
97
'
-
0
"
SF
3
97
'
-
0
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
ST
E
P
T
/
F
T
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T/F
T
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T
E
P
T/F
T
G
S
T
E
P
T/F
T
G
S
T
E
P
TO
C
=
98
'
-
0
"
TO
C
=
98
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0
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2
S-
3
0
2
3
S-
3
0
2
W2
-
B
6
W2
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B
6
T/FTG STEP T/FTG STEP
S-
1
5
0
1
S-
1
5
0
1
OH
OH
W2-B6 W2-B6
W2-B6 W2-B6
W2-B6 W2-B6 W2-B6 W2-B6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
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B
6
W1
-
B
6
W1
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B
6
W1
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B
6
W1
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6
W1
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B
6
W1
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6
W1
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B
6
W1
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B
6
W1
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B
6
W1
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B
6
W2
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C
1
0
W2
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C
1
0
W2
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C
1
0
W2
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C
1
0
W2
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C
1
0
W2
-
C
1
0
W2
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C
1
0
W2
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C
1
0
W2
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C
1
0
W2
-
C
1
0
W2
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C
1
0
W2
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C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
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C
1
0
W3-A6 W3-A6
W3-A6 W3-A6
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
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A
7
3'-0" STEP
SF1.5
99'-0"
SF1.5
98'-6"
SF1.5
98'-6"
3'-0" STEP
SF1.5
96'-0"
3'-0" STEP
SF1.5
96'-0"
3
S-
3
0
0
TY
P
F3
x
3
96
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6
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3
96
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6
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ST
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10
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2
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5'
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13
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1
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2
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17
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7
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13
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8
1
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2
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5'
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21
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1
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10
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8
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9'-1 1/2"2'-10"20'-9 3/4"22'-9 1/4"2'-2"9'-1 1/2"
66'-10"
11
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3
1
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2
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5'-
1
1
"
11
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6
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21
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7
1
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2
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11
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6
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5'
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1
1
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20
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7
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5'-
1
1
"
11
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6
"
33
'
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4
"
5'
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1
1
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10
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1
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15
5
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1
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C1
0
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C1
0
C1
0
SF
2
96
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-
6
"
SF
2
96
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6
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W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
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W2
SF
2
96
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6
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SF1.5
96'-6"
SF
1
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5
96
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SF1.5
96'-6"
SF1.5
96'-6"
SF
1
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96
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SF1.5
96'-6"
SF1.5
94'-6"
SF
1
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5
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6
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SF1.5
94'-6"
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1
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94'-6"
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SF1.5
94'-6"
SF
1
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SF1.5
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SF
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SF1.5
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1
1
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1
1
1
1 1 Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:07 PM S‐110BLDG 1 FOUNDATION PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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DateIssue Description 04.10.14REVISION 14/11/2013
Re
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w
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1
H7
-
4
1
H7
-
4
1
H7
-
4
1
H7
-
4
1
H7
-
4
1
H7
-
4
1
H7
-
4
1
H7
-
4
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
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3
1
H5
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3
1
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3
1
H5
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3
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1
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3
1
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1
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2
1
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2
1
H1
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2
1
H1
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2
1
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H6 - 11
H1 - 11
H1
-
2
1
H1
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2
1
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1
H1
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1
1
12
S-
6
1
0
2x
C2
C2
C2
C2
C2
C2
C2
C2 C2
C9
C2
C2
C2
C2
C2
C2
2x
2x
2x
2x
2x
2x
2x
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
9 1
/
4
L
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L
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R
3
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1
2
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1
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3
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1
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1
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1
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2
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W5-A2 W5-A2
W5-A2 W5-A2
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3
W1
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A
3
W1
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W1
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3
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3
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3
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W2-B2 W2-B2
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:10 PM S‐111BLDG 1 F2 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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1
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TYP Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:13 PM S‐112BLDG 1 F3 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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3
6
0
TO
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L
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2
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(
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)
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(
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(
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)
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)
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16
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20
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2
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3
12
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.
1'-11 1/2"
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14
4
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2.
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E
.
SN
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W
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E
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T
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:
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H6
-
2
1
H1 - 11H6 - 11
H6 - 11
H6 - 11 H1 - 11
H2
-
1
1
H2
-
1
1
H2
-
1
1
H2
-
1
1
H2
-
1
1
H2
-
1
1
H2
-
1
1
H2
-
1
1
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
7
/
8
L
V
L
GIR
D
E
R
T
R
U
S
S
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
2x
1
0
@
2
4
"
O
C
2x
1
0
@
2
4
"
O
C
GIR
D
E
R
T
R
U
S
S
GIR
D
E
R
T
R
U
S
S
2x
1
0
@
2
4
"
O
C
2x10 @24" OC
8
S-
6
2
0
9
S-
6
2
0
7
S-
6
2
0
5
S-
6
2
1
3
S-
6
2
0
3
S-
6
2
1
3
S-
6
2
0
1
S-
6
2
0
6 S-621
8
S-
6
2
0
7
S-
6
2
0
1 S-620
2
S-
6
2
0
3
S-
6
2
0
4
S-
6
2
0
2
S-
6
2
1
5
S-
6
2
1
3
S-
6
2
0
1
S-
6
2
1
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
2x
1
0
@
2
4
"
O
C
2x10 @ 24" OC
S-
6
2
1
4
2x10 @ 24" OC
2x
1
0
@
2
4
"
O
C
2x10 @ 24" OC
2x
1
0
@
2
4
"
O
C
TY
P
2x10 @ 24" OC
2x
1
0
@
2
4
"
O
C
S-
1
5
0
4
OH
S-
1
5
0
4
OH
S-
1
5
2
4
S-1525@ WEST SIDE OF BLDG 1
S-
6
2
1
4
TY
P
S-
6
2
1
4
@
H
I
G
H
RO
O
F
S-6214S-6214@ EAST SIDE OF BLDG 1
3
S-
6
2
0
WS
1
WS
1
WS
1
WS
1
Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:15 PM S‐113BLDG 1 ROOF PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
NO
T
E
S
:
1.
(
2
)
5
1
/
2
"
L
V
L
T
O
P
P
L
A
T
E
S
A
T
T
R
U
S
S
B
E
A
R
I
N
G
2.
S
E
E
A
R
C
H
F
O
R
P
L
A
T
E
A
N
D
R
I
D
G
E
E
L
E
V
A
T
I
O
N
S
3.
S
E
E
S-
6
0
0
F
O
R
W
A
L
L
,
P
O
S
T
,
B
E
A
M
A
N
D
H
E
A
D
E
R
S
C
H
E
D
U
L
E
S
1
/
8
"
=
1
'
-
0
"
BL
D
G
1
-
R
O
O
F
NO
R
T
H
DateIssue Description4/11/2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
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Co
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e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
T/FTG STEP
SF1.5
94'-6"
SF
2
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
SF
2
94
'
-
6
"
SF
2
94
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
94
'
-
6
"
SF
2
96
'
-
6
"
SF1.5 96'-6"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
94
'
-
6
"
SF
2
94
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
T/FTG STEP
SF
3
99
'
-
0
"
SF1.5
99'-0"
SF1.5
99'-0"
SF
3
99
'
-
0
"
SF3
97'-0"
SF
3
97
'
-
0
"
SF1.5
97'-0"
SF1.5
97'-0"
SF1.5
97'-0"
SF1.5
99'-0"
SF
2
96
'
-
6
"
SF1.5
96'-6"
SF1.5
94'-6"
C1
0
C1
0
C3
C3
C3
C3
C3
C3
C3C3
C3
C3
C1
0
C1
0
C3
C3
ST
E
P
T
/
F
T
G
T/F
T
G
S
T
E
P
ST
E
P
T
/
F
T
G
T/F
T
G
S
T
E
P
T/
C
=
98
'
-
6
"
T/
C
=
10
0
'
-
6
"
T/
C
=
98
'
-
6
"
T/
C
=
10
0
'
-
6
"
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
W4
-
A
7
SF
3
97
'
-
0
"
W5-C8 W5-C8
W5-C8 W5-C8
W5-C8 W5-C8
W5-C8 W5-C8
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W3-A6 W3-A6
W2-B6 W2-B6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
2
S-
3
0
2
2
S-
3
0
2
3
S-
3
0
2
1
S-
3
0
2
T/FTG STEP T/FTG STEP
T/F
T
G
S
T
E
P
W1
-
B
1
W1
-
B
1
S-
1
5
0
1
S-
1
5
0
1
W2-B6 W2-B6
W2-B6 W2-B6
W2-B6 W2-B6
SF1.5
94'-6"
W1
-
B
6
W1
-
B
6
3'-0" STEP
3'-0" STEP
SF1.5
96'-6"
SF1.5
96'-6"
SF3
96'-0"
3'-0" STEP
3
S-
3
0
0
TY
P
3'-0" STEP
3'-0" STEP
SF1.5
95'-6"
SF1.5
95'-6"
3
S-
3
0
0
TY
P
3'-
0
"
S
T
E
P
SF
2
95
'
-
0
"
3 S-300
9'-1 1/2"2'-2"29'-5 1/2"14'-1 1/2"9'-1 1/2"
64'-0"
5'
-
1
1
"
13
'
-
8
1
/
2
"
16
'
-
5
1
/
2
"
13
'
-
8
1
/
2
"
5'
-
1
1
"
21
'
-
4
"
5'
-
1
1
"
13
'
-
8
1
/
2
"
17
'
-
7
"
13
'
-
8
1
/
2
"
5'
-
1
1
"
9'-1 1/2"2'-2"22'-9 1/2"21'-5 5/8"2'-10"8'-5 1/2"66'-10"
10
'
-
1
"
5'
-
1
1
"
33
'
-
4
"
11
'
-
6
"
5'-
1
1
"
20
'
-
7
"
5'-
1
1
"
11
'
-
6
"
21
'
-
7
1
/
2
"
11
'
-
6
"
5'-
1
1
"
SF
1
.
5
94
'
-
6
"
SF
1
.
5
94
'
-
6
"
OH
OH
SF
2
94
'
-
6
"
SF
2
96
'
-
6
"
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
SF
3
94
'
-
6
"
SF
2
94
'
-
6
"
SF
1
.
5
94
'
-
6
"
SF1.5
94'-6"
SF1.5
94'-6"
SF1.5
94'-6"
SF1.5
94'-6"
SF
1
.
5
94
'
-
6
"
SF1.5
96'-6"
SF1.5
96'-6"
SF
1
.
5
96
'
-
6
"
SF1.5
96'-6"
SF
1
.
5
96
'
-
6
"
S-
1
5
2
2
TY
P
S-
1
5
2
1
TY
P
SF
1
.
5
96
'
-
6
"
SF1.5
96'-6"
SF1.5
96'-6"
SF1.5
96'-6"
SF
1
.
5
96
'
-
6
"
SF1.5
96'-6"
SF1.5
94'-6"
SF
1
.
5
94
'
-
6
"
SF1.5
94'-6"
STEP T/WALL
.STEP T/WALL.
T/
W
A
L
L
=
10
2
'
-
3
"
T/
W
A
L
L
=
10
2
'
-
0
"
STEP T/WALL.
1
S-
3
0
2
12
S-
3
0
1
TY
P
7 S-302
S-
3
0
2
9
S-
3
0
2
10
S-
3
0
2
11
S-
3
0
2
12
OP
P
SI
M
1
1
1
1
Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:18 PM S‐120BLDG 2 FOUNDATION PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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9
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L
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1
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L
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(3
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9
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4
L
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(3
)
9
1
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4
L
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(3
)
9
1
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4
L
V
L
(3
)
9
1
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4
L
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L
(3
)
9
1
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4
L
V
L
(3
)
9
1
/
4
L
V
L
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
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3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H1
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2
1
H1
-
2
1
H1 - 11
H1
-
2
1
H1
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2
1
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9
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3
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WS
3
WS
3
WS
3
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-
A
3
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A
3
W1
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A
3
W1
-
A
3
W1
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A
3
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3
W1
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A
3
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A
3
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3
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A
3
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3
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3
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A
3
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A
3
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3
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B
1
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B
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B
1
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1
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B
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1
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B
1
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B
1
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1
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C9
C2
2x
2x
2x
2x
2x
2x
2x
2x
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC 2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
T/
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W4
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2
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2
W4
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A
2
W4
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A
2
W4
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A
2
W4
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2
W4
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2
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W5-A2 W5-A2
W5-A2 W5-A2
W5-A2 W5-A2
W2-B2 W2-B2
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:21 PM S‐121BLDG 2 F2 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
NO
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1.
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2
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DateIssue Description4/11/2013
Re
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(
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H1
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2
1
H1
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2
1
H1 - 11
H1
-
2
1
H1
-
2
1
H1
-
2
1
H1
-
2
1
H1
-
2
1
H6 - 11
H6 - 11
H6 - 11 H1 - 11
H1
-
2
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
H5
-
3
1
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-
3
1
H5
-
3
1
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-
3
1
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-
3
1
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3
1
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3
1
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3
1
H5
-
3
1
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3
1
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3
1
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3
1
H5
-
3
1
H5
-
3
1
H5
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3
1
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3
1
H5
-
3
1
H5
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3
1
(3
)
9
1
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4
L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
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4
L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
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4
L
V
L
T/
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L
Y
W
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11
9
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7
3
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WS
3
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T/
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12
1
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WS
3
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W2-B1 W2-B1
W4
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1
W4
-
A
1
W4
-
A
1
W4
-
A
1
W4
-
A
1
W4
-
A
1
W4
-
A
1
W4
-
A
1
W1
-
A
1
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-
A
1
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-
A
1
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-
A
1
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-
A
1
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-
A
1
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-
A
1
W1
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A
1
W1
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A
1
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A
1
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A
1
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1
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A
1
W1
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A
1
W1
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A
1
W1
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A
1
W1
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B
1
W1
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B
1
W1
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B
1
W1
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B
1
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B
1
W1
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B
1
W1
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B
1
W1
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B
1
W1
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B
1
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B
1
W1
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B
1
W1
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B
1
W1
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1
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1
C9
C9
C1
C1
C1
C9
C9
C1C1
C1
C1
C1
C1
C1
C1
C1
2x
2x
2x
2x
2x
2x
2x
2x
H5
-
3
1
H7
-
4
1
H7
-
4
1
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
T/
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C
K
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11
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9
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11
9
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9
"
T/
D
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C
K
I
N
G
11
9
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-
9
"
S-
1
5
0
3
S-
1
5
0
3
OH
OH
2 S-610 2 S-610
3
S-
6
1
0
6
S-
6
1
0
3
S-
6
1
0
1
S-
6
1
0
W2-B1 W2-B1
W2-B1 W2-B1
W2-B1 W2-B1
W5-A1 W5-A1
W5-A1 W5-A1
W3-A1 W3-A1
W5-A2 W5-A2
W5-A2 W5-A2
W1
-
B
1
W1
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1
12
S-
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1
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T/
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C
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11
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D
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12
1
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9
"
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P
S-
1
5
2
3
Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:24 PM S‐122BLDG 2 F3 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
NO
T
E
S
:
1.
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PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
2x
1
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@
2
4
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D
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PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
GIR
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PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
H6
-
2
1
H6
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1
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H6
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2
1
H6
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2
1
H6
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2
1
H6
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2
1
H6
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2
1
H1 - 11H6 - 11
H6 - 11
H6 - 11 H1 - 11
H2
-
1
1
H2
-
1
1
(3
)
1
1
7
/
8
L
V
L
(3
)
1
1
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)
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8
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L
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1 S-6206S-621
3
S-
6
2
0
2
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6
2
1
4
S-
6
2
0
5
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6
2
1
2
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6
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3
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6
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S-
6
2
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6
2
0
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6
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1
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5
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6
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0
5
S-
6
2
1
7
S-
6
2
0
3
S-
6
2
0
1
S-
6
2
1
2x
1
0
@
2
4
"
O
C
2x10 @ 24" OC
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
2x
1
0
@
2
4
"
O
C
2x10 @ 24" OC
2x10 @ 24" OC
2x
1
0
@
2
4
"
O
C
2x10 @ 24" OC
S-
1
5
0
4
OH
S-
1
5
0
4
OH
H2
-
1
1
H2
-
1
1
H6
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2
1
H2
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1
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1
1
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H2
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1
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1
5
2
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1
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2
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WS
1
WS
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3
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6
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2
S-6214S-6214S-6214
@
N
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BL
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:26 PM S‐123BLDG 2 ROOF PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
NO
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1.
(
2
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3.
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6
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0
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NO
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DateIssue Description4/11/2013
Re
v
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e
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SF1.5
94'-6"
SF
2
94
'
-
6
"
SF1.5
97'-0"
SF1.5
97'-0"
SF1.5
97'-0"
SF
3
97
'
-
0
"
SF
3
97
'
-
0
"
SF
3
99
'
-
0
"
SF3
97'-0"
SF1.5
99'-0"
SF1.5
99'-0"
SF1.5
99'-0"
SF
3
99
'
-
0
"
SF1.5
99'-0"
SF1.5
99'-0"
SF1.5 96'-6"
F3
x
3
96
'
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6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
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6
"
F3
x
3
96
'
-
6
"
F3
x
3
96
'
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6
"
F3
x
3
96
'
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6
"
F3
x
3
96
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6
"
F3
x
3
96
'
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6
"
F3
x
3
96
'
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6
"
F3
x
3
96
'
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6
"
F3
x
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96
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6
"
F3
x
3
96
'
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6
"
F3
x
3
96
'
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6
"
F3
x
3
96
'
-
6
"
SF
2
94
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF2 96'-6"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
96
'
-
6
"
SF
2
94
'
-
6
"
4
S-
3
0
2
6
S-
3
0
2
3
S-
3
0
2
2 S-302
2
S-
3
0
2
2
S-
3
0
2
1 S-302
4
S-
3
0
2
C3
C3
C3 C3
C1
0
C1
0
C3
C3
C1
0
C1
0
C3
C1
0
C3C3
C3
C3
C3
C3
C3
C3
1 S-302 SF1.5 96'-6"
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W4
-
B
8
W4
-
B
8
W4
-
A
7
W4
-
A
7
T/F
T
G
S
T
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W2
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B
6
W2
-
B
6
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W5-C8 W5-C8
T/F
T
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S
T
E
P
ST
E
P
T
/
F
T
G
T/FTG STEP
F3
x
3
94
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-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
F3
x
3
94
'
-
6
"
T/F
T
G
S
T
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P
TO
C
=
10
0
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-
0
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TO
C
=
10
0
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-
0
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4
S-
3
0
2
T/FTG STEP
ST
E
P
T
/
F
T
G
ST
E
P
T
/
F
T
G
SF1.5
96'-6"
SF1.5 96'-6"
SF1.5
96'-6"
T/
C
=
96
'
-
6
"
T/
C
=
98
'
-
6
"
T/
C
=
10
0
'
-
6
"
T/
C
=
10
0
'
-
6
"
T/
C
=
98
'
-
6
"
T/
C
=
96
'
-
6
"
W2-B6W2-B6W2-B6 W2-B6 W2-B6 W2-B6
W2-B6 W2-B6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1-B6W1-B6W1-B6W1-B6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W1
-
B
6
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2
-
C
1
0
W2-C10W2-C10
W2
-
C
1
0
W2
-
C
1
0
W2-C10W2-C10
W3-A6 W3-A6
W3-A6 W3-A6
W2-B6 W2-B6
W4
-
B
8
W4
-
B
8
W4-A7W4-A7
W5-C8 W5-C8
W5-C8 W5-C8
W5-C8 W5-C8
W5-C8 W5-C8
W4
-
A
7
W4
-
A
7
3'-0" STEP
3'-0" STEP
SF1.5
98'-6"
SF1.5
98'-6"
S-
1
5
0
1
S-
1
5
0
1
3'-0" STEP
3'-0" STEP
SF1.5
98'-0"
SF1.5
98'-0"
3
S-
3
0
0
TY
P
3
S-
3
0
0
TY
P
SF3
96'-6"
3'-0" STEP
3'-0" STEP
3'-0" STEP
SF1.5
96'-6"
SF1.5
96'-6"
3
S-
3
0
0
8'-5 1/2"2'-10"21'-11 1/4"22'-3 1/4"8'-6"
64'-0"
10
'
-
1
"
5'-
1
1
"
18
'
-
9
1
/
2
"
8'-
1
1
/
2
"
18
'
-
1
1
/
2
"
5'
-
1
1
"
10
'
-
3
1
/
2
"
5'-
1
1
"
11
'
-
6
"
6'-
5
"
8'-
1
1
/
2
"
7'-
1
"
11
'
-
6
"
5'-
1
1
"
10
'
-
1
"
8'
-
1
1
/
2
"
18
'
-
9
1
/
2
"
5'-11"10'-1"
18
6
'
-
8
1
/
2
"
10
'
-
8
"
5'
-
1
1
"
13
'
-
8
1
/
2
"
30
'
-
9
"
5'
-
1
1
"
10
'
-
8
"
5'
-
1
1
"
13
'
-
8
1
/
2
"
16
'
-
5
1
/
2
"
13
'
-
8
1
/
2
"
5'
-
1
1
"
10
'
-
8
"
8'-
1
1
/
2
"
6'
-
1
0
1
/
2
"
11
'
-
6
"
5'-11"29'-5 1/2"2'-2"9'-1 1/2"
TO
C
=
98
'
-
0
"
TO
C
=
98
'
-
0
"
TO
C
=
98
'
-
0
"
TO
C
=
98
'
-
0
"
TO
C
=
9
8
'
-
0
"
TO
C
=
9
8
'
-
0
"
F3
x
3
94
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-
6
"
C1
3
C1
3
7'-
5
3
/
4
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W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
SF
2
94
'
-
6
"
SF1.5
94'-6"
SF1.5
94'-6"
SF
1
.
5
94
'
-
6
"
SF
1
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5
94
'
-
6
"
SF1.5
94'-6"
SF1.5
94'-6"
SF1.5
94'-6"
SF
1
.
5
94
'
-
6
"
SF
2
96
'
-
6
"
SF
1
.
5
96
'
-
6
"
SF1.5
96'-6"
SF
2
96
'
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6
"
SF1.5
96'-6"
SF
1
.
5
96
'
-
6
"
SF1.5
96'-6"
SF
2
96
'
-
6
"
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SF1.5 96'-6"SF1.5 96'-6"SF2 96'-6"S-1522TYPS-1521TYP SF3 96'-6"SF1.5 96'-6"SF1.5 96'-6"
SF1.5
96'-6"
SF1.5
96'-6"
SF
1
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5
96
'
-
6
"
SF1.5
96'-6"
SF
1
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5
96
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6
"
SF1.5
94'-6"
SF
1
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5
94
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6
"
SF1.5
94'-6"
SF
2
94
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6
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T/
W
A
L
L
=
99
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-
6
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STEP T/WALL
.
STEP T/WALL
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T/
W
A
L
L
=
99
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-
6
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P
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L
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E
P
T
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W
A
L
L
.
12 S-301TYP
7
S-
3
0
2
7
S-
3
0
2
SF
3
96
'
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6
"
SF1.5
96'-0"
S-
3
0
2
9
S-3029
S-
3
0
2
12
SI
M
S-
3
0
2
10
1
1
1
1
1
1
C6
C6
1
SF3 99'-0"Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:29 PM S‐130BLDG 3 FOUNDATION PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
NO
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S
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DateIssue Description 04.10.14REVISION 14/11/2013
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8
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WS
3
WS
3
C9
C2
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C2
C2
C2
C2
C2
C2
C2
C2
C2 C2
C2
C2
C2
C2
C2
C2
H5 - 31 H5 - 31
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H5
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3
1
H7
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4
1
H7
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4
1
H7
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4
1
H7
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4
1
H7
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4
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H7
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4
1
H7
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4
1
H7
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4
1
H7
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4
1
H7
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4
1
H7 - 41H7 - 41
H1
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2
1
H1
-
2
1
H1
-
2
1
H1
-
2
1
H1
-
2
1
H1
-
2
1
H1
-
2
1
H1
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2
1
H1
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2
1
H1
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2
1
H6 - 11H6 - 11
H6 - 11
1
S-
6
1
0
3
S-
6
1
0
12
S-
6
1
0
2
S-
6
1
2
6
S-
6
1
0
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6
1
0
6
S-
6
1
0
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(3
)
9
1
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4
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L
(3
)
9
1
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4
L
V
L
(3
)
9
1
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L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
/
4
L
V
L
(3
)
9
1
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4
L
V
L
(3
)
9
1
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4
L
V
L
(3
)
9
1
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4
L
V
L
(3
)
9
1
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4
L
V
L
W1
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B
1
W1
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B
1
W1
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B
1
W1
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B
1 W1
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1
W1
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B
1
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1
W1
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1
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3
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3
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W4
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2
W4
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A
2
W4
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W4
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2
W5-A2 W5-A2
W5-A2 W5-A2
2x
2x
2x
2x
2x2x
2x
2x
2x
2x
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC 2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
T/
D
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T/DECKING 110'-11 1/8"T/DECKING 110'-11 1/8"
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H1 - 11 W2-B2W2-B2W2-B2 W2-B2 W2-B2 W2-B2
W2-B2 W2-B2
W4
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2
W4
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W5-A2 W5-A2
W5-A2 W5-A2
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9 1/4 LVL OR 3x12 @ 24" OC9 1/4 LVL OR 3x12 @24" OC 9 1/4 LVL OR 3x12 @24" OCS-6214 S-1523TYP1S-611SIM 2 S-611
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:30 PM S‐131BLDG 3 F2 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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H1 - 11
H1
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W5-A1 W5-A1
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2x8 @16" OC2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
2x8 @16" OC
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W2-B1 W2-B1
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S-1523TYP Sheet No.Sheet TitleDCBA1
2
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:33 PM S‐132BLDG 3 F3 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC 2x10 @24" OC 2x10 @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
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PRE-ENGINEERED ROOF TRUSS @24" OC
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PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
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SLOPE4"/1'-0"
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9"/1'-0"
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SLOPE9"/1'-0"
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:36 PM S‐133BLDG 3 ROOF PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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3x12 @ 24" OC1 Sheet No.Sheet TitleDCBA1
2
3
4
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D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:43 PM S‐141BLDG 4 F2 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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S-1523TYP Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:46 PM S‐142BLDG 4 F3 PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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H2 - 11 H1 - 11 H6 - 112x10 @24" OC
H6
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PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
H6 - 11
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
PRE-ENGINEERED ROOF TRUSS @24" OC
2x
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2x
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1 S-620 1 S-620 3 S-6203S-620 8 S-6208S-6209S-620
H2
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H2
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1
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H2
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2x10 @ 24" OC
2x
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2x10 @ 24" OC
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE
9"/1'-0"
SLOPE9"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE3"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE
4"/1'-0"
SLOPE4"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE
3"/1'-0"
SLOPE3"/1'-0"
H6
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:50 PM S‐143BLDG 4 ROOF PLANLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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DateIssue Description4/11/2013
Re
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S-151 1 STEP T/FTG C13C13 C12C12C7C7C13C13C12C12C9C9C9C94S-302TYP 6 S-302TYP1 3/4" SLAB RECESS UP3S-303C14C14TO ROOFTO ROOF 11 1/4 LVL STAIR STRINGER, ES8S-302 SEE PLAN FOR FOOTING STEP FOR PLUMBING 6 S-3022S-30212S-3011S-302 12 S-30318" TYP 8" TYP 8"11
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H9 - 11H9 - 11
H9 - 11 H9 - 11
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STRINGER, ES
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H9 - 11C1
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C1
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C1
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C7
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C1
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1
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(3) 7 1/4 LVL(3) 7 1/4 LVL
(3) 7 1/4 LVL
(3) 7 1/4 LVL
(3) 7 1/4 LVL
(3) 7 1/4 LVL
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H9 - 11H9 - 11 H9 - 11
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6
1
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PRE-ENGINEERED ROOF TRUSS @24" OC PRE-ENGINEERED ROOF TRUSS @24" OC
WS
1
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:53 PM S‐150ENTRY PARTIAL PLANSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM 1/4" = 1'-0"1ENTRY FND PARTIAL PLAN
1
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SEE PLAN FOR ORIENTATION DateIssue Description 04.10.14REVISION 14/11/2013
Re
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:55 PM S‐151ENTRY ELEVATIONLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:10:59 PM S‐152DECK PARTIAL PLANSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM 1/4" = 1'-0"1DECK FND PARTIAL PLAN 1 1/4" = 1'-0"2DECK FND PARTIAL PLAN 2 1/4" = 1'-0"3DECK FRAMING PARTIAL PLAN
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SHEET S-400SHEET S-3004/ S-301NOTES:1.SEE CIVIL AND ARCH FOR DATUM ELEVATIONS.2.SEE FOR TYP SOG SCHEDULE.3."MLx" INDICATES MASONRY LINTEL SEE 4."MJx" INDICATES MASONRY JAMB SEE 5.SEE FOR TYP CONCRETE DETAILS 6.SEE FOR TYP STR MAS DETAILS5/ S-400 7/ S-400 Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:01 PM S‐161MAINT BLDG &DUMPSTER ENCLOSURELION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:02 PM S‐162EXTERIOR STAIR &MONUMENT SIGNAGELION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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1 1WALLDWLSLTST/FTGSEE PLAN MATCH SIZE AND NUMBER OF FTG LONG BARS2'-0" MAX T (1'-0" MIN)T Sheet No.Sheet TitleDCBA1
2
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D C B A
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:04 PM S‐300CONCRETE DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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NO SCALE3TYP SINGLE STEP AT WALL FOOTING DateIssue Description4/11/2013
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:08 PM S‐301CONCRETE DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJMNO SCALE2TYP SPREAD FOOTING NO SCALE3TYP STEPPED WALL AT TOP
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:11 PM S‐302FOUNDATION DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author 1" = 1'-0"1TYPICAL FOUNDATION WALL 1" = 1'-0"2FOUNDATION AT LOAD-BEARING PARTY WALL 1" = 1'-0"3FOUNDATION AT FIRE WALL
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DateIssue Description 04.10.14REVISION 1
1
1
111
1
14/11/2013
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:12 PM S‐303FOUNDATION DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author 1" = 1'-0"1TYP MAS WALL SUPPORT 3/4" = 1'-0"2TYP SOG BELOW MAS PARTITION WALL
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DateIssue Description 04.10.14REVISION 1
1
1
1 1
4/11/2013
Re
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#3 #4 #5 #6 #7 #8 #916212643 (NOTE 8)60 (NOTE 8)72 (NOTE 9)81 (NOTE 9)16 26 40 54 (NOTE 8)63 (NOTE 8)COUPLER REQD (NOTE 9)COUPLER REQD (NOTE 9)ENGLISH #29#25#22#19#16#13#10METRICBAR SIZEMASONRY LAP SPLICE (MLS) SCHEDULE REINF CENTEREDIN MAS REINF AT FACE AND AT BOND BEAMS NOTES:1. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS 2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN INSTEAD OF SCHEDULED LAP LENGTHS 3. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHOWN.4. WHEN LOW LIFT GROUTING IS USED, AND THE LAP LENGTH EXCEEDS THE GROUT LIFT HEIGHT,A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF 5. HORIZONTAL BOND BEAM REINF SHALL BE SPLICED PER THE "REINF AT FACE" COLUMNf'm = 1500 psi 2" CLR
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:15 PM S‐400TYP MASONRY DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author
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NCHORS PER MNFR's WRITTEN INSTRUCTIONS.
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MENT TO BE (2) 2x ~ MATCH WALL STUD THICKNESS.
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D C B A
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:18 PM S‐600TYPICAL WOOD FRAMING DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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POST SCHEDULE MARKTYPEREMARKS C1(2) 2x6 C2(3) 2x6 C3(4) 2x6 C5(2) 5 1/2" LVL C6(3) 5 1/2" LVL C7(4) 5 1/2" LVL C98x8 DF#1 C1010x10 DF#1 C12(3) 2x4 C13(4) 2x4 C145 1/4x7 PSL NO SCALE3POST SCHEDULE
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DateIssue Description 04.10.14REVISION 1
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4/11/2013
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:20 PM S‐601TYPICAL WOOD FRAMING DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJM
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DateIssue Description4/11/2013
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CONNECTIONFASTENING JOIST TO SILL OR GIRDER(3) 8d COMMON (2 1/2"x0.131")(3) 3"x0.131" NAILSLOCATIONTOENAIL BRIDGING TO JOIST(3) 8d COMMON (2 1/2"x0.131")(3) 3"x0.131" NAILSTOENAIL EA END 1"x6" SUBFLOOR OR LESS TO EA JOIST(2) 8d COMMON (2 1/2"x0.131")FACE NAIL WIDER THAN 1"x6" SUBFLOOR TO EA JOIST(3) 8d COMMON (2 1/2"x0.131")FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER(2) 16d COMMON (3 1/2"x0.162")BLIND & FACE NAIL SOLE PLATE TO JOIST OR BLOCKING16d (3 1/2"x0.135") @ 16"OC 3"x0.131" NAILS @ 8"OCTYP FACE NAIL TOP PLATE TO STUD(2) 16d COMMON (3 1/2"x0.162")(3) 3"x0.131" NAILSEND NAIL STUD TO SOLE PLATE(4) 8d COMMON (2 1/2"x0.131")(4) 3"x0.131" NAILSTOE NAIL END NAIL DOUBLE STUDS16d (3 1/2"x0.135") @ 16"OC 3"x0.131" NAILS @ 8"OCFACE NAIL(2) 16d COMMON (3 1/2x0.162")(3) 3"x0.131" NAILS BLOCKING BTWN JOISTS OR RAFTERS TO TOP PLATETOENAIL RIM JOIST TO TOP PLATE8d (2 1/2"x0.131") @ 6"OC 3"x0.131" NAILS @ 8"OCTOE NAIL CEILING JOISTS (TO PLATE)TOE NAIL CEILING JOISTS (LAPS OVER PARTITION)(3) 16d COMMON (3 1/2"x0.135")(4) 3"x0.131" NAILSFACE NAIL CEILING JOISTS (TO PARALLEL RAFTERS)FACE NAIL RAFTER TO PLATEFACE NAIL(3) 8d COMMON (2 1/2"x0.131")(3) 3"x0.131" NAILS (3) 8d COMMON (2 1/2"x0.131")(5) 3"x0.131" NAILS (3) 16d COMMON (3 1/2"x0.135")(4) 3"x0.131" NAILS (3) 8d COMMON (2 1/2"x0.131")(3) 3"x0.131" NAILSTYP WOOD MEMBER FASTENING SCHEDULE JACK RAFTER TO HIPTOENAIL(3) 10d COMMON (3"x0.148")(4) 3"x0.131" NAILS FACE NAIL(2) 16d COMMON (3 1/2"x0.162")(3) 3"x0.131" NAILS JOIST TO BAND JOISTFACE NAIL(3) 16d COMMON (3 1/2"x0.135")(4) 3"x0.131" NAILS NOTES:1.TYP WOOD MEMBER FASTENING REQUIREMENTS ARE TAKEN FROM IBC 2012, TABLE 2304.9.1.2.THE ABOVE FASTENING REQUIREMENTS ARE A MINIMUM, AND SHOULD BE APPLIED ONLY TO TYPICAL SITUATIONS.3.THE ABOVE IS ONLY A SUMMARY OF THE TABLE 2304.9.1, PLEASE REFERENCE IBC FOR COMPLETE FASTENING SCHEDULE.
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:22 PM S‐602TYPICAL WOOD FRAMING DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 AuthorNO SCALE1TYP WOOD HOLE & NOTCH RQMTS
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CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE1 1/4" CONT LSL RIM @ SHEAR WALLSEDGE NAILING PER STRUCTURAL WALL SCHEDULE,TYPSILL CONN PER STRUCTURAL WALL SCHEDULE EDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYP CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE BRIDGING @ 48"OC BY TRUSS SUPPLIER1 1/4" CONT LSL RIM @ SHEAR WALLSILL CONN PER STRUCTURAL WALL SCHEDULE CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE1 1/4" CONT LSL RIM UNDER EACH WALLEDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYPSILL CONN PER STRUCTURAL WALL SCHEDULE1"(2) LVL TOP PLATE2x SILL PLATE @ EACH WALL
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Sheet No.Sheet TitleDCBA1
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D C B A
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:25 PM S‐610FLOOR DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 KJG/SJMNO SCALE1TYP WOOD JOIST BEARING AT EXT WALL NO SCALE2TYP WOOD JOIST PARALLEL TO EXT WALL NO SCALE3TYP WOOD JOIST AT INT BEARING WALL
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Sheet No.Sheet TitleDCBA1
2
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4
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D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:28 PM S‐611FLOOR DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author 1 1/2" = 1'-0"1STORAGE EAVE AND LEDGER PERP TO WALL 1 1/2" = 1'-0"2STORAGE ROOF LEDGER PARALLEL TO WALL 3/8" = 1'-0"3BRACKET SECTION
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DateIssue Description 04.10.14REVISION 1 1
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POST SEE PLAN, (1) 2x6 KING STUD EA SIDE(4)10d NAILS AT EACH KING STUD NOTE: ALTERNATE USE SIMPSON CC5 1/4-8 AT 8x8 POSTS3 3/4"3"1 1/4"1'-1"1 1/2"4"3"TYP1 1/4"2 1/2"5 1/2"1/4" PLATE COLUMN CAP W/(4) 3/4"Ø BOLTS THRU LVL BM,AND (2) 3/4"Ø BOLTS THRU 10x10 COLUMN, THUS POST SEE PLAN, (1) 2x6 KING STUD EA SIDE(4)10d NAILS AT EACH KING STUDFOR POST CONN ECTION INFO SEE2/ S-612
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:30 PM S‐612FLOOR DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author 1 1/2" = 1'-0"1STUD WALL ABOVE AND BELOW 1 1/2" = 1'-0"2STUD WALL ABOVE AND POST BELOW 1 1/2" = 1'-0"3POST ABOVE/ STUD WALL BELOW
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DateIssue Description4/11/2013
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GABLE END TRUSS EDGE NAILING PER STRUCTURAL WALL SCHEDULETOP OF WALL CONN PER STRUCTURAL WALL SCHEDULEBRIDGINGBY TRUSS MFRFULL DEPTH BLOCKINGDIAPHRAGM EDGE NAILING SIMPSON H2.5A AT EACH RAFTERSEE ARCH 9 1/4"9 3/4" MINSEE ARCHDIAPHRAGM EDGE NAILING FULL DEPTH BLOCKING SIMPSON TIE-DOWN BY TRUSS SUPPLIER CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULEEDGE NAILING PER STRUCTURAL WALL SCHEDULE2x SUBFASCIA9 1 /4 "SEE ARCH 9 1 /4 "FOR ADDITIONAL INFORMATION SEE2/ S-620SEE ARCH
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Sheet No.Sheet TitleDCBA1
2
3
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D C B A
1
2
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5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:32 PM S‐620ROOF DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 Author 1" = 1'-0"1TYPICAL RAKE 1 1/2" = 1'-0"2TYPICAL EAVE @ TRUSS 1 1/2" = 1'-0"3TRUSS EAVE AT TALL HEAL
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DateIssue Description4/11/2013
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Sheet No.Sheet TitleDCBA1
2
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D C B A
1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:35 PM S‐621ROOF DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 AuthorNO SCALE1RAKE OVERHANG FRAMING AT FIRE WALL 1 1/2" = 1'-0"2DECK BEAM AT 8x POST NO SCALE3DECK BEAM AT STUD WALL
1
1
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'
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5
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DateIssue Description4/11/2013
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SIMPSON CC68 TYP @ ENTRY COLUMNSFULL DEPTH BLOCKING (4) 12d NAILS EA SIDE 2xPOST w/ (4) 2x6 KING STUD EA SIDE SEE PLAN2xSTUD w/ (4) 12d NAILS TO BEAMENTRY ROOF RAFTER(2) 16d NAILS IN RAFTER AND WALL STUDS Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:37 PM S‐622ROOF DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 AuthorNO SCALE1ENTRY POST TO BEAM CONN NO SCALE3ENTRY BEAM CONN TO MAIN STRUCTURENO SCALE2ENTRY RAFTER TO WALL CONN DateIssue Description4/11/2013
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SEE ARCHBEVEL CUT 2x8WEB STIFFENER EA SIDE OF I-JOIST S-40011TYPSIMPSON H8 @ EA RAFTER(2) 2x8 SILLS. BOT 2x8 SILL TREATED(2) 16d NAILS EA SIDE OF I-JOIST INTO SILL, TYP @ EA RAFTERSIMPSON TITEN HD 1/2"Ø @ 16" OC w/ 4 1/2"EMBEDMENT IN GROUT S-6232SEE FOR ADDITIONAL REQUIREMENTS SEE ARCH S-6231SEE FOR ADDITIONAL REQUIREMENTS(2) 16d NAILS EA SIDE OF I-JOIST INTO SILL
GYP BOARD
1" CLR TO
7
S-
6
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(2
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(2) 8d NAILS @ 12" OC THROUGH SILL MEMBERSSIMPSON LS30 @ 16" OC. AT SIM 24" OC.8d NAILS @ 6" OC AT EDGE, TYP11 7/8" LVL BLOCKING BETWEEN JOISTS SEE FOR ADDITIONAL REQUIREMENTSS-6231
1/
4
P
L
x
x
1
'
-
6
"
H
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3
)
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"
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2"
7"
7"
2"
4"2"
2"4"
3/
1
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3/
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HD
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7"
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:Project No.Drawn by:ConsultantSeal 03.14.14BID AND BUILDING PERMIT4/11/2014 1:11:40 PM S‐623ROOF DETAILSLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 13.0870.S01 AuthorNO SCALE1TYP ROOF RAFTER SUPPORT TO MAS - LOW NO SCALE3TYP ROOF RAFTER SUPPORT TO MAS - HIGH
NO
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8
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4
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NO SCALE2TYP ROOF RAFTER BLOCKING SUPPORT ON MAS
NO
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9
WO
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DateIssue Description4/11/2013
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UP UP
DN DN
UP UP
A113
2
A113
1
A1134A1133
5
A114
2
A114
1
A114
4
A114
3
A114
MODEL
2 BEDROOM
2 BATH
1102
D
MODEL
2 BEDROOM
2 BATH
1103
C
MODEL
2 BEDROOM
2 BATH
1104
D
MODEL
2 BEDROOM
2 BATH
1105
C
MODEL
2 BEDROOM
2 BATH
1106
D
MODEL
2 BEDROOM
2 BATH
1107
CA
MODEL
2 BEDROOM
2 BATH
1108
E
MODEL
1 BEDROOM
1 BATH
1101
A
1'‐0"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐11 1/2"11'‐6"5'‐11"10'‐1"
155'‐1"
10'‐6 1/2"5'‐11"13'‐8 1/2"9'‐4 1/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"
155'‐1"
8'
‐5 1/
2
"
2'
‐10
"
22
'
‐1 1/
2
"
22
'
‐1 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
66
'
‐10
"
2'
‐10
"
8'
‐5 1/
2
"
14
'
‐9 1/
2
"
6'
‐8 1/
4
"
1'
‐3 1/
2
"
21
'
‐5 3/
4
"
2'
‐10
"
8'
‐5 1/
2
"
66
'
‐10
"
W5
W2
W1A
W1A
W1A W1A W1A
W2
34'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"33'‐8"11"33'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"33'‐8"
1107A
1107B
1107C
1108A
1108B
SPRINKLER
CLOSET
1009
1009A
1111A
1105A
1105B
1105C 1103C
1101C
1101B
1101A1103A
1104A 1102A
1102B
1104C
1104B
1106C
1106B
1102C
1106A
3'‐6 1/2"4'‐0"3'‐0"4'‐0"6'‐8 1/2"3'‐0"4'‐6"9'‐6"3'‐7"2'‐8 1/2"7'‐0"4'‐0"2'‐2"3'‐8"9'‐8"3'‐8"2'‐2"4'‐0"7'‐0"2'‐8 1/2"3'‐8"9'‐1 1/2"3'‐8"2'‐8 1/2"7'‐0"4'‐0"
3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"6'‐4"5'‐4 1/2"3'‐0"2'‐2"3'‐8"8'‐11"3'‐8"2'‐2"3'‐4"5'‐6 1/2"2'‐7 1/2"2'‐11 1/4"7'‐10 1/2"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"3'‐3 1/2"4'‐0"3'‐0"
6'
‐4"
15
'
‐1 3/
4
"
STAIRS
1110
STAIRS
1111
1110A
W5 W5 W5 W5
11
'
‐10
1/
4
"
9'
‐7 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
3'‐6"3'‐8"3'‐6"
8'
‐5 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
6'
‐4"
3 3
1
9 1
1
33 3 3
1
1
1
3 3
5
222
2
3333
2
22
2
33
8
8'
‐6"
8'
‐6"
W5
21
'
‐0 1/
4
"
1'
‐3 1/
2
"
21
'
‐0 1/
4
"
33'‐8"
8"
7'‐5 1/2"
8"
33'‐8"11"33'‐8"
8"
7'‐5 1/2"
8"
23'‐7"
1
8107
DATUM
8109
DATUM
8107
DATUM
8109
DATUM
1103B
E4 E4 E4 E4
E4
E4E4E4
1108C
8'‐0"
8'‐0"
E3
TYPE 'A' ACCESSIBLE
A402
9
8
E3E3E3
E3 E3 E3 E3
E3 E3 E3
E3
E3
E3E3E3E3E3
E3
E3
E3
E2 E2 E2
E2
E2E2E2E2
E3
A403
1 Sim
A501
4
A501
15
FE FE
TYPE 'B' ACCESSIBLE TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLE
A113
2
A113
1
A1134A1133
5
A114
2
A114
1
A114
4
A114
3
A114
MODEL
1 BEDROOM
1 BATH
1201
A
MODEL
2 BEDROOM
2 BATH
1202
D
MODEL
2 BEDROOM
2 BATH
1203
C
MODEL
2 BEDROOM
2 BATH
1204
D
MODEL
2 BEDROOM
2 BATH
1205
C
MODEL
2 BEDROOM
2 BATH
1206
D
MODEL
2 BEDROOM
2 BATH
1207
C
MODEL
2 BEDROOM
2 BATH
1208
E
8'
‐5 1/
2
"
2'
‐10
"
22
'
‐1 1/
2
"
22
'
‐1 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
66
'
‐10
"
1'‐0"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐11 1/2"11'‐6"5'‐11"10'‐1"
155'‐1"
2'
‐10
"
8'
‐5 1/
2
"
44
'
‐3"
2'
‐10
"
8'
‐5 1/
2
"
66
'
‐10
"
155'‐1"
1208C
1208B
1208A 1206A
1207A 1205A
1207B 1205B
1205C
1206B
1206C 1204C
1204B
1204A
1203A
1203B
1203C
1201C
1201B
1201A
1202B
1202C
1202A
9'
‐7 1/
2
"
11
'
‐10
1/
4
"
14
'
‐9 1/
4
"
8'
‐0"
6'
‐4"
7'
‐9"
3'‐3 1/2"4'‐0"3'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"2'‐11 31/32"7'‐9 25/32"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"4'‐0"12'‐7"4'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"6'‐4"5'‐4 1/2"3'‐0"
5'‐4"5'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐7"9'‐3 1/2"3'‐7"2'‐8 1/2"7'‐0"4'‐0"4'‐0"13'‐4"4'‐0"4'‐0"6'‐8 1/2"3'‐0"4'‐6"9'‐6"3'‐7"2'‐8 1/2"7'‐0"4'‐0"5'‐6 1/2"5'‐0"
10'‐6 1/2"5'‐11"13'‐8 1/2"9'‐4 1/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"
W1A
W5
W1A
W5
E1
E1
E1
E1
W5
W5
W2
W5
W5
E1
2'
‐10
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
1207C 8'
‐5 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
1
1
9 1
1
1 1
1
1 1
1
1
5
222
2
11
2
22
2
33
8
5
8'
‐6"
33'‐8"
8"
7'‐5 1/2"
8"
33'‐8"11"33'‐8"
8"
7'‐5 1/2"
8"
23'‐7"
34'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"33'‐8"11"33'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"33'‐8"
8'
‐6"
10
R3 R3
R2
10
STAIRS
1211
STAIRS
1210
5'
‐3"
R @
6 27
/
3
2
"
19
R @
6 27
/
3
2
"
19
E4 E4 E4 E4
E4
E4E4E4
6
6'
‐6"
6'
‐6"
E2
E3E3E3
E3 E3 E3 E3
E2
E3
E3
E1
E2
E3 E2
E1
E2 E2 E2
E2
E2E2E2E2
4
A501
4
E1
42" WALL TYP.
SEE DETAIL
(11/A403)
42" WALL TYP.
SEE DETAIL
(11/A403)
W1A W1A W1A
W2
‐‐‐
‐
A403
2 Sim
OVERALL PLAN NOTES
1.SEE STRUCTURAL SHEETS FOR DIMENSIONS OF FOUNDATION WALLS & SLAB.
2.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION
3.SEE EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR WALL TYPES AND FINISHES.
4.STUD DEMISING (PARTY) WALLS ON THIS PLAN ARE DIMENSIONED TO CENTERLINE OF WALL U.N.O.
5.ALL INTERIOR STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O.
6.SEE ENLARGED SCALE PLANS FOR 1/4" SCALE PLANS FOR UNITS & COMMON AREAS
7.ALL INTERIOR UNIT DOOR NUMBERS ARE LOCATED ON UNIT PLANS.
8.DOOR LOCATIONS ARE DOOR WITDH PLUS 8 INCHES (4 INCHES EACH SIDE) TO ACCOUNT FOR TRIM U.N.O.
9.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE
10.SEEE SHEET A602 FOR UNIT DOOR SCHEDULE & ROOM FINISH SCHEDULES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:00:16 PM
A111
BLDG 1 F1 & F2 PLANS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
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T
HO
M
E
S
12
6
5
N.
Fr
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t
a
g
e
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t
To
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n
of
Va
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,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 1 ‐ 1ST FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 1 ‐ 2ND FLOOR
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
DN DN
A113
2
A113
1
A1134A1133
5
A114
2
A114
1
A114
4
A114
3
A114
MODEL
1 BEDROOM
1 BATH
1301
A
MODEL
2 BEDROOM
2 BATH
1302
D
MODEL
2 BEDROOM
2 BATH
1303
C
MODEL
2 BEDROOM
2 BATH
1304
D
MODEL
2 BEDROOM
2 BATH
1305
C
MODEL
2 BEDROOM
2 BATH
1306
D
MODEL
2 BEDROOM
2 BATH
1307
C
MODEL
2 BEDROOM
2 BATH
1308
E
1'‐0"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐11 1/2"11'‐6"16'‐0"
155'‐1"
8'
‐5 1/
2
"
2'
‐10
"
22
'
‐1 1/
2
"
22
'
‐1 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
66
'
‐10
"
2'
‐10
"
8'
‐5 1/
2
"
44
'
‐3"
2'
‐10
"
8'
‐5 1/
2
"
66
'
‐10
"
10'‐6 1/2"5'‐11"13'‐8 1/2"9'‐4 1/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"
155'‐1"
5'‐6 1/2"5'‐0"4'‐0"6'‐8 1/2"3'‐0"4'‐6"9'‐6"3'‐7"2'‐8 1/2"7'‐0"4'‐0"4'‐0"13'‐4"4'‐0"4'‐0"7'‐0"2'‐8 1/2"3'‐7"9'‐3 1/2"3'‐7"2'‐8 1/2"7'‐0"4'‐0"5'‐4"5'‐4"
6'
‐4"
7'
‐9"
5'‐3 1/2"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"4'‐0"12'‐7"4'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"6'‐4"5'‐4 1/2"3'‐0"
E1E1
E1
E1
E1 E1
E1
W5
W1A
W2
W1A
W5
1308C
1308B
1308A 1306A
1307A 1305A
1307C
1307B 1305B
1305C
1304C
1304A
1304B
1303A
1303B
1303C
1301B
1301C
1301A
1302A
1302B
1302C1306C
1306B
8'
‐0"
14
'
‐1 1/
2
"
12
'
‐6"
9'
‐7 1/
2
"
2'
‐10
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
8'
‐5 1/
2
"
2'
‐10
"
2'
‐10
"
2'
‐10
"
1
1
5
9 1
1
1 1
1
1 1
1
5
6
222
2
11
2
22
2
1
8
8'
‐6"
1010
8'
‐6"
STAIRS
1311
STAIRS
1310
42" WALL TYP.
SEE DETAIL
(11/A403)
42" WALL TYP.
SEE DETAIL
(11/A403)
E4 E4 E4
E4
E4E4E4E4
6'
‐6"
6'
‐6"
33'‐8"
8"
7'‐5 1/2"
8"
33'‐8"11"33'‐8"
8"
7'‐5 1/2"
8"
23'‐7"
34'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"33'‐8"11"33'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"33'‐8"
E2 E2
E1
E2
E2
E2E2E2
E3 E3 E3 E3
E1
E2
E3
E2E2 E2
E2
E2E2E2E2
A403
3 Sim
A501
4
W1A W1A
W2
W1A
W5W5
A113
2
A113
1
A1134A1133
5
A114
2
A114
1
A114
4
A114
3
A114
10'‐6"
10'‐6"
OH
3'‐10 1/4"
7'‐10 1/4"
15'‐0"
OH
3'‐0"
8'‐3 1/2"
OH
2'‐0"
10'‐3 1/2"
12'‐6 1/2"21'‐8 1/2"15'‐6"21'‐8 1/2"11'‐7 1/2"7'‐7 1/2"21'‐8 1/2"14'‐4 1/2"21'‐8 1/2"12'‐8"
29'‐8 1/2"
20'‐7 1/2"21'‐5 3/4"
OH
3'‐0"
OH
3'‐0"
10'‐3 1/2"
13'‐3 1/2"
11'‐3 1/2"19'‐6"19'‐6 1/2"19'‐6"11'‐3"7'‐3"19'‐6"19'‐9"19'‐6"1'‐0"
OH
1'‐0"19'‐8 1/2"
OH
1'‐0"
OH
3'‐0"
11'‐0 1/4"
15'‐0"
OH
3'‐0"
7'‐5 1/2"
OH
3'‐0"
OH
2'‐0"
OH
1'‐0"17'‐6"
OH
1'‐0"
2'‐0"9'‐0"
9'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
3" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
3" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
3" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
3" / 1'‐0"
NON COMBUSTABLE SHEATHING
NO PENETRATIONS @ ROOF
NON COMBUSTABLE SHEATHING
NO PENETRATIONS @ ROOF
OVERHANG @
CENTERLINE OF FIREWALLR2
R3
R2 R2
R2
R3
R1
R2
R1
R1
R2 R2 R2 R2
R1 R1
R1 R1
4'‐0"4'‐0"
3" / 1'‐0"
3" / 1'‐0"
3" / 1'‐0"
13'‐1"
130'‐10 27/32"128'‐10 27/32"
129'‐7 7/8"127'‐7 7/8"
OVERALL PLAN NOTES
1.SEE STRUCTURAL SHEETS FOR DIMENSIONS OF FOUNDATION WALLS & SLAB.
2.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION
3.SEE EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR WALL TYPES AND FINISHES.
4.STUD DEMISING (PARTY) WALLS ON THIS PLAN ARE DIMENSIONED TO CENTERLINE OF WALL U.N.O.
5.ALL INTERIOR STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O.
6.SEE ENLARGED SCALE PLANS FOR 1/4" SCALE PLANS FOR UNITS & COMMON AREAS
7.ALL INTERIOR UNIT DOOR NUMBERS ARE LOCATED ON UNIT PLANS.
8.DOOR LOCATIONS ARE DOOR WITDH PLUS 8 INCHES (4 INCHES EACH SIDE) TO ACCOUNT FOR TRIM U.N.O.
9.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE
10.SEEE SHEET A602 FOR UNIT DOOR SCHEDULE & ROOM FINISH SCHEDULES
1.ROOF PITCHES TO BE AS INDICATED
2.ALL VENT CAPS SHALL BE PREFINISHED METAL AND LOCATED TO REAR SIDES
OF RIDGE. NO VISIBLE PVC VENT STACKS WILL BE PERMITTED ‐
COORDINATE WITH HVAC AND PLUMBING CONTRACTORS FOR ALL ROOF
PENETRATIONS
3.PAINT ALL ROOF MOUNTED ITEMS THAT ARE NOT PREFINISHED TO MATCH
ROOF COLORS, INCLUDING PVC VENTS, ETC.
4.CONTINUOUS SHINGLE OVER RIDGE VENT THROUGHOUT. VENT TO 1'‐0"
SHORT OF ROOF RIDGE END ‐ 18 SQ. IN. FREE AREA PER LINEAL FT.
5.TYPICAL VALLEY ‐ PREFINISHED METAL W‐FLASHING OVER ICE & WATER
SHIELD. CONTOUR AT VALLEY
6.TYPICAL EAVE ‐ ASPHALT SHINGLES OVER ICE & WATER SHIELD OVER
PREFINISHED METAL GUTTER APRON
7.SEE ELEVATIONS FOR J‐BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND
FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS,
UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH SECTION OF
HEAT TAPE AT ROOF EAVE ABOVE GUTTER.
8.DOWNSPOUT LOCATIONS TO BE VERIFIED BY INSTALLER, ARCHITECT & SITE
UTILITY CONTRACTOR‐ SEE SITE UTILITY PLAN FOR DOWNSPOUT
UNDERGROUND DRAINAGE PLAN
9. PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE
AND SNOW LOAD. SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD
ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF
AREAS. SEE SPEC FOR MORE INFORMATION ‐ TYPICAL.
4' RATED ZONE ‐ NON COMBUSTABLE SHEATHING ‐
NO PENETRATIONS OF SHEATHING ‐ ROOF &
BUILDING FACES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:00:26 PM
A112
BLDG 1 F3 & ROOF
PLANS
LI
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RI
D
G
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AP
A
R
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M
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N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 1 ‐ 3RD FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 1 ‐ ROOF PLAN
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
2
A114
1
A1144
A114
3
A114
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
1
1
33
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3 3
1
1
3 3
1
1
1
1
1
1
9
9
9
1
1
1
1
1
3 3
1102B
1202B
1302B 1304B
1204B
1104B
1306B
1206B
1106B
1308B
1208B
1108B
EE
BB
HHH
4'‐0"4'‐0"
E3
E1
E2
E3
E3
E1
E2
E3
E1
E3
E3
E3
E1
E3
E3
E3
R1
R2R2
R2R2
R1
R2
4'‐0"4'‐0"
GG
GG
BB
HHH
CC
A
C
EE
P
J
P
J
E2E2
E2 E2
A
E.J.
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
E3A
E2ANN
R
T
S
N
R
N
1
Q
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
2
A114
1
A114 4
A114
3
A114
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"1
33
3 3 2
2
2 2
2
2 2
2
2 2
2
2
1
1
3 3
1
1
3 3
2
2
2
2
2
2
2
2
2 2
2
2
1009A
1110A1111A
1107B
1207B
1307B 1305B
1205B
1105B
1103B
1203B
1303B
1101B
1201B
1301B
10
10
A
Q
HH
G
E
E3
E2
E1
E3
E3
E3 E2 E3
E1
E2
E3
E2
E1
E3
E3E3
E2
E2
4'‐0"4'‐0"
4'‐0"6'‐0"
R2 R2
R1
R1
R2
R2
R1
R1
R3
R3 R2
HHH
GGGG
BB
AA
P
J
C
BB
C
H
GGG
BBB
H
P
JJ
E
J
P
P
E2
E2 E2
E.J.
CC
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
E3A
E2A
T
S
T
S
N
N
1
FIRE DEPT
KNOCK BOX
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A114
04‐TRUSS BRG UPPER
130'‐8 7/8"
5
5
8
8
8
B
A
C
E
G
H
E3
E3
E2
E1
E3
E3
R2
R1 R1
R2
S
H
G
E2
14
A501
Sim
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
N
S
5
A114
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
6
6
5
5
5
C
E
Q
HH
E
G
S
GG
F
E2
E3 E3
E1
E3
E3
R2
R1
R2R2
R2
A
R1
E3
T
4
4
4
14
A501
Sim
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
N
N
Q
EXTERIOR MATERIAL LEGEND
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS TUSCAN GOLD
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS KHAKI BROWN
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS MOUNTAIN SAGE
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS COUNTRYLANE RED
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL SIERRA TAN
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL WEATHERED COPPER
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE EARLY MORNING MIST
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE STAMPEDE
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: BROWNWOOD
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: DRIFTWOOD
ANDERSEN 100 WINDOWS / 200 DOORS
DARK BRONZE
FASCIA TREX TRANSCEND ‐ TREE HOUSE
A
B
C
D
E
F
G
H
J
K
M
N
1.5" 24ga STANDING SEAM METAL ROOF
DURATECH COOL WEATHERED COPPER
P
EXPOSED HEAVY TIMBER STRUTQ
EXTERIOR SHEATHING LEGEND
FIRE RETARDANT SHEATHING
NO PENETRATIONS @ ROOF
NON COMBUSTIBLE SHEATHING (DENSGLASS)
@ 4'‐0" OF 2 HOUR FIRE RATED ASSEMBLY
2x6 TREX SQUARE EDGE BOARD ‐ TREEHOUSER
1x HARDIE TRIM ‐ TIMBER BARKS
1x CEDAR TRIM ‐ NATURAL COLOR WATERPROOF STAINT
EXTERIOR ELEVATION NOTES
INDICATES EXTERIOR WALL TYPE. SEE WALL TYPE DETAILS.
INDICATES WINDOW TYPE, SEE WINDOW ELEVATIONS AND
DETAILS
ALL BUILDING FINISHES INDICATED WRAP AROUND THE
HIDDEN CORNER UNLESS NOTED OTHERWISE.
E#
Z
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:00:30 PM
A113
BLDG 1 ELEVATIONS
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14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 1 EAST ELEVATION
SCALE: 1/8" = 1'‐0"
2 BLDG 1 WEST ELEVATION
SCALE: 1/8" = 1'‐0"
3 BLDG 1 NORTH ELEVATION
SCALE: 1/8" = 1'‐0"
4 BLDG 1 SOUTH ELEVATION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A114
04‐TRUSS BRG UPPER
130'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
3"
1'‐0"
4"
1'‐0"
9"
1'‐0"
9"
1'‐0"
3"
1'‐0"
F2
F2
F1
F3
F3F3
F3
F2
F2
F1
A301
8
A301
7
A301
5 Sim
E2 E2
W1A
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A114
04‐TRUSS BRG UPPER
130'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
1307
1207
1107 1108
1208
1308
3"
12"
4"
12"9"
12"
3"
12"
9"
12"
E4W1AE4
F2
F1
F2
F2
F2
F1
A501
7
A501
6
A501
5
E2
E3 E3
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
5
A114
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
1302
1202
1102
SPRINKLER
CLOSET
1009
3"
1'‐0"
4"
1'‐0"
9"
1'‐0"
9"
1'‐0"
3"
1'‐0"
4'‐0"
3'‐0"
1
1
3
4
4
4
F2
F2
F1
F1 E3E3
E1E1
W1A
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
5
A114
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
STAIRS
1310
STAIRS
1210
STAIRS
1110
1304
1204
1104
3"
1'‐0"
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
1302C
1202C
1102C
1301A1302A
1202A
1102A 1101A
1201A
10
W5
F2
F2
F1
F3F3
F3
F5
A
G
Q
R
E
GGG
T
R
A301
4 Sim
PROVIDE 5/8" GYP BOARD DRAFTSTOPPING
ABOVE PARTITION BETWEEN UNITS AT THIS LOCATION ‐ TYP.
E1
E1
E3
E3
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
T
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
2
A114
1
A114
4
A114
3
A114
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
A301
1
A301
2
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
0‐TOW LOWER
97'‐8"
0‐TOW UPPER
99'‐8"
10'‐9 7/8"
10'‐9 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
9'‐1 1/8"
A301
1 Sim
1302
1202
1102
1304
1204
1104
1306
1206
1106
1308
1208
1108
STAIRS
1310
STAIRS
1210
STAIRS
1110
STAIRS
1211
STAIRS
1311
STAIRS
1111
3"
12"
F2
F2
F1
F2
F2
F1
F2
F2
F1
F2
F2
F1
E1
F3
F3
F3
F3
W5W5
W5W5
W2
A301
6
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
BUILDING SECTION NOTES
1.ALL WINDOW OPENING DIMENSIONS ARE ROUGH OPENING FROM
FINISHED FLOOR TO TOP OF WINDOW SILL PLATE TO BOTTOM OF
WINDOW HEADER
2.CONFIRM ALL FLOOR JOIST, ROOF JOIST AND RIM BOARDS WITH
STRUCTURAL
3.EXTERIOR WALLS NOT TAGGED IN SECTION, SEE EXTERIOR
ELEVATIONS FOR WALL TYPES AND FINISHES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:00:44 PM
A114
BLDG 1 BUILDING
SECTIONS
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14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 1 SECTION @ BALCONIES
SCALE: 1/8" = 1'‐0"
2 BLDG 1 SECTION @ EXTERIOR STORAGE
SCALE: 1/8" = 1'‐0"
3 BLDG 1 SECTION @ GABLE
SCALE: 1/8" = 1'‐0"
4 BLDG 1 SECTION THROUGH CORRIDOR
SCALE: 1/8" = 1'‐0"
5 BLDG 1 LONGITUDINAL SECTION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UP
UP
DNDN
UP
UP
A123
1
A1233
A123
2
A123 4
5
A124
3
A124
4
A124
1
A124
2
A124
MODEL
1 BEDROOM
1 BATH
2101
AA
MODEL
2 BEDROOM
2 BATH
2102
D
MODEL
2 BEDROOM
2 BATH
2103
C
MODEL
2 BEDROOM
2 BATH
2104
D
MODEL
2 BEDROOM
2 BATH
2105
C MODEL
2 BEDROOM
2 BATH
2107
C
MODEL
2 BEDROOM
2 BATH
2108
E
10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"9'‐4 1/4"13'‐8 1/2"5'‐11"10'‐6 1/2"
155'‐1"
2'‐10"
8'‐5 1/2"
14'‐9 1/2"
7'‐6 1/4"
21'‐11 1/4"
2'‐10"
8'‐5 1/2"
66'‐10"
10'‐1"5'‐11"11'‐6"6'‐11 1/2"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"1'‐0"
155'‐1"
8'‐5 1/2"
2'‐10"
21'‐11 1/4"
22'‐3 3/4"
2'‐10"
8'‐5 1/2"
66'‐10"
33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
34'‐8"
23'‐7"
8"
7'‐5 1/2"
8"
33'‐8"11"33'‐8"8"7'‐5 1/2"8"33'‐8"
MODEL
2 BEDROOM
2 BATH
2106
D
SPRINKLER
CLOSET
2109
2102B
2102A 2104A
2103A
2103B
2104B
2104C 2106C
2106B
2105B
2105A
2108C
2108B
2108A2106A
2107A
2107B
2107C2105C
2101B
2111A2110A
2109A
14'‐2"
8'‐1 3/4"
W2
W1A
W5 W5
W1A
W1A
10'‐8"4'‐0"7'‐0"2'‐8 1/2"3'‐6"9'‐5 1/2"3'‐6"2'‐8 1/2"7'‐0"4'‐0"2'‐2"3'‐8"9'‐8"3'‐8"2'‐2"4'‐0"7'‐0"2'‐8 1/2"3'‐7"9'‐6"4'‐6"3'‐0"6'‐8 1/2"4'‐0"3'‐0"4'‐0"3'‐6 1/2"
3'‐0"4'‐0"3'‐3 1/2"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"15'‐7 1/2"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"2'‐2"3'‐8"8'‐11"3'‐8"2'‐2"3'‐0"5'‐4 1/2"6'‐4"15'‐7 1/2"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"
5'‐0 1/2"5'‐0 1/2"
W5W5 W5W5
A402
1
STAIRS
2110
STAIRS
2111
8'‐5 1/2"
6'‐4"
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
2'‐10"
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
2 2 2
2
3 3 3 3
2
2 2
2
3 3
8
33
1
91
1
3333
1
11
1
8'‐6"
8'‐6"
8'‐5 1/2"
2'‐10"
4
A4022
3
8107
DATUM
8109
DATUM
8107
DATUM
8109
DATUM
2101A
R @
6 27/32"
19
2102C
2101C
2103C
E4 E4 E4 E4
E4E4E4
E4
TYPE 'A' ACCESSIBLE
E3E3E3
E2
E3 E3 E3 E3
E2
E2 E2 E2
E2E2E2E2
E3 E3 E3 E3 E3
E3
E3 E3 E3E3
E3
E3
E2
E3
A403
1 Sim
A501
4
A501
15
FE FE
TYPE 'B' ACCESSIBLE TYPE 'B' ACCESSIBLE TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLE
8'‐0"
8'‐0"
A123
1
A1233
A123
2
A123 4
5
A124
3
A124
4
A124
1
A124
2
A124
MODEL
1 BEDROOM
1 BATH
2201
A
MODEL
2 BEDROOM
2 BATH
2202
D
MODEL
2 BEDROOM
2 BATH
2203
C
MODEL
2 BEDROOM
2 BATH
2204
D
MODEL
2 BEDROOM
2 BATH
2205
C
MODEL
2 BEDROOM
2 BATH
2206
D
MODEL
2 BEDROOM
2 BATH
2207
C
MODEL
2 BEDROOM
2 BATH
2208
E
10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"9'‐4 1/4"13'‐8 1/2"5'‐11"10'‐6 1/2"
155'‐1"
8'‐5 1/2"
2'‐10"
21'‐11 1/4"
22'‐3 3/4"
8'‐5 1/2"
2'‐10"
66'‐10"
10'‐1"5'‐11"11'‐6"6'‐11 1/2"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"1'‐0"
155'‐1"
8'‐5 1/2"
2'‐10"
21'‐11 1/4"
22'‐3 3/4"
2'‐10"
8'‐5 1/2"
66'‐10"
23'‐7"8"7'‐5 1/2"8"33'‐8"11"33'‐8"8"7'‐5 1/2"8"33'‐8"
33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
34'‐8"
2202C
2202A
2202B
2201A
2201B
2201C
2203C
2203B
2203A
2204A
2204B
2204C 2206C
2206B
2206A
2205A
2205B
2205C
2207B
2207C
2207A
2208A
2208B
2208C
8'‐0"
13'‐11 1/4"
8'‐1 3/4"
14'‐2"
W1A
W5
W1A
W5
W1A
E1 E1E1
E1
E1
E1
E1
E1
W2
W2
3'‐0"4'‐0"3'‐3 1/2"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"4'‐0"12'‐7"4'‐0"3'‐0"5'‐4 1/2"6'‐4"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"
6'‐4"
15'‐11 3/4"
7'‐10 1/4"
7'‐9"
6'‐4"
5'‐4"5'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐6"9'‐5 1/2"3'‐6"2'‐8 1/2"7'‐0"4'‐0"4'‐0"13'‐4"4'‐0"4'‐0"7'‐0"2'‐8 1/2"3'‐7"9'‐6"4'‐6"3'‐0"6'‐8 1/2"4'‐0"5'‐0"5'‐6 1/2"
W5 W5
W5 W5
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
1
1
1 1
1
1 1
1
1 9
1
1
5
8
33
2
22
2
11
2
222
6
5
8'‐6"
8'‐6"
10
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
R @
6 27/32"
19
R @
6 27/32"
17
10
4
STAIRS
2210 STAIRS
2211
42" WALL TYP.
SEE DETAIL (11/A403)
42" WALL TYP.
SEE DETAIL (11/A403)
6'‐6"
6'‐6"
E4
E4 E4 E4
E4E4E4E4
E3E3E3
E2
E3 E3 E3 E3
E2
E3
E2
E3E2
E2 E2 E2 E2
E2E2E2
E2
E3
A403
2 Sim
A501
4
OVERALL PLAN NOTES
1.SEE STRUCTURAL SHEETS FOR DIMENSIONS OF FOUNDATION WALLS & SLAB.
2.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION
3.SEE EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR WALL TYPES AND FINISHES.
4.STUD DEMISING (PARTY) WALLS ON THIS PLAN ARE DIMENSIONED TO CENTERLINE OF WALL U.N.O.
5.ALL INTERIOR STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O.
6.SEE ENLARGED SCALE PLANS FOR 1/4" SCALE PLANS FOR UNITS & COMMON AREAS
7.ALL INTERIOR UNIT DOOR NUMBERS ARE LOCATED ON UNIT PLANS.
8.DOOR LOCATIONS ARE DOOR WITDH PLUS 8 INCHES (4 INCHES EACH SIDE) TO ACCOUNT FOR TRIM U.N.O.
9.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE
10.SEEE SHEET A602 FOR UNIT DOOR SCHEDULE & ROOM FINISH SCHEDULES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:00:50 PM
A121
BLDG 2 F1 & F2 PLANS
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14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 2 ‐ 1ST FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 2 ‐ 2ND FLOOR
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
DNDN
A123
1
A1233
A123
2
A123 4
5
A124
3
A124
4
A124
1
A124
2
A124
MODEL
1 BEDROOM
1 BATH
2301
A
MODEL
2 BEDROOM
2 BATH
2302
D
MODEL
2 BEDROOM
2 BATH
2303
C
MODEL
2 BEDROOM
2 BATH
2304
D
MODEL
2 BEDROOM
2 BATH
2305
C
MODEL
2 BEDROOM
2 BATH
2306
D
MODEL
2 BEDROOM
2 BATH
2307
C
MODEL
2 BEDROOM
2 BATH
2308
E
2'‐10"
8'‐5 1/2"
22'‐3 3/4"
21'‐11 1/4"
2'‐10"
8'‐5 1/2"
66'‐10"
10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"9'‐4 1/4"13'‐8 1/2"5'‐11"10'‐6 1/2"
155'‐1"
10'‐1"5'‐11"11'‐6"6'‐11 1/2"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"1'‐0"
155'‐1"
8'‐5 1/2"
2'‐10"
44'‐3"
2'‐10"
8'‐5 1/2"
66'‐10"
33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
34'‐8"
23'‐7"
8"
7'‐5 1/2"
8"
33'‐8"11"33'‐8"8"7'‐5 1/2"8"33'‐8"
2302C
2302B
2302A
2301A
2301B
2301C
2303B
2303A
2303C
2304B
2304A
2304C 2306C
2306B
2306A
2305A
2305B
2305C 2307C
2307B
2307A
2308A
2308B
2308C
6'‐4"
15'‐11 3/4"
7'‐10 1/4"
7'‐9"
6'‐4"
8'‐0"
13'‐11 1/4"
8'‐1 3/4"
14'‐2"
W1A
W5
W1A
W5
W1A
E1E1
E1E1
E1
E1
E1
W2
3'‐0"5'‐4 1/2"6'‐4"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"4'‐0"12'‐7"4'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"5'‐0"5'‐3 1/2"
5'‐4"5'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐6"9'‐5 1/2"3'‐6"2'‐8 1/2"7'‐0"4'‐0"4'‐0"7'‐0"2'‐8 1/2"3'‐7"9'‐6"4'‐6"3'‐0"6'‐8 1/2"4'‐0"5'‐0"5'‐6 1/2"4'‐0"13'‐4"4'‐0"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
1
1
1 1
1
1 1
1
1 9
1
1
5
8
1
2
22
2
11
2
22
5
6
8'‐6"
8'‐6"
E1
10
2'‐10"
2'‐10"
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
2'‐10"
W5W5W2W5W5
10
4
STAIRS
2310
STAIRS
2311
42" WALL TYP.
SEE DETAIL (11/A403)42" WALL TYP.
SEE DETAIL (11/A403)
R3
6'‐6"
6'‐6"
E4 E4 E4 E4
E4E4E4
E4
E2E2E2
E2
E3 E3 E3 E3
E2
E2
E2
E2
E2
E2
E2
E2
E1
E2 E2 E2 E2
A403
3 Sim
A501
4
A123
1
A123
2
5
A124
3
A124
4
A124
1
A124
2
A124
12'‐8"21'‐8 1/2"14'‐4 1/2"21'‐8 1/2"19'‐3"21'‐8 1/2"15'‐6"21'‐8 1/2"9'‐6 1/2"3'‐0"
76'‐1"85'‐1"
1'‐0"19'‐6"19'‐9"19'‐6"5'‐3"13'‐3"19'‐6"19'‐6 1/2"19'‐6"11'‐3"
65'‐0"83'‐0 1/2"
3'‐0"
4'‐0"
3'‐0"
10'‐3 1/2"
7'‐7 1/4"
2'‐10 1/4"
2'‐0"
10'‐6"
9'‐0"
13'‐3 1/2"
10'‐5 1/2"
3'‐10 1/4"
4'‐0"
R2
R3
R2 R2 R3 R2
R1
R1
R1
R2R2
R2
R2
R1
R1
R1
4" / 12"
3" / 12"
3" / 12"
4" / 12"
3" / 12"
4" / 12"
3" / 12"
4" / 12"
3" / 12"
9" / 12"
3" / 12"
9" / 12"
3" / 12"
9" / 12"
3" / 12"
9" / 12"
9" / 12"
9" / 12"
9" / 12"
9" / 12"
3" / 12"3" / 12"
127'‐7 7/8"129'‐7 7/8"
LOWER UPPER
OVERALL PLAN NOTES
1.SEE STRUCTURAL SHEETS FOR DIMENSIONS OF FOUNDATION WALLS & SLAB.
2.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION
3.SEE EXTERIOR BUILDING ELEVATIONS FOR EXTERIOR WALL TYPES AND FINISHES.
4.STUD DEMISING (PARTY) WALLS ON THIS PLAN ARE DIMENSIONED TO CENTERLINE OF WALL U.N.O.
5.ALL INTERIOR STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O.
6.SEE ENLARGED SCALE PLANS FOR 1/4" SCALE PLANS FOR UNITS & COMMON AREAS
7.ALL INTERIOR UNIT DOOR NUMBERS ARE LOCATED ON UNIT PLANS.
8.DOOR LOCATIONS ARE DOOR WITDH PLUS 8 INCHES (4 INCHES EACH SIDE) TO ACCOUNT FOR TRIM U.N.O.
9.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE
10.SEEE SHEET A602 FOR UNIT DOOR SCHEDULE & ROOM FINISH SCHEDULES
1.ROOF PITCHES TO BE AS INDICATED
2.ALL VENT CAPS SHALL BE PREFINISHED METAL AND LOCATED TO REAR SIDES
OF RIDGE. NO VISIBLE PVC VENT STACKS WILL BE PERMITTED ‐
COORDINATE WITH HVAC AND PLUMBING CONTRACTORS FOR ALL ROOF
PENETRATIONS
3.PAINT ALL ROOF MOUNTED ITEMS THAT ARE NOT PREFINISHED TO MATCH
ROOF COLORS, INCLUDING PVC VENTS, ETC.
4.CONTINUOUS SHINGLE OVER RIDGE VENT THROUGHOUT. VENT TO 1'‐0"
SHORT OF ROOF RIDGE END ‐ 18 SQ. IN. FREE AREA PER LINEAL FT.
5.TYPICAL VALLEY ‐ PREFINISHED METAL W‐FLASHING OVER ICE & WATER
SHIELD. CONTOUR AT VALLEY
6.TYPICAL EAVE ‐ ASPHALT SHINGLES OVER ICE & WATER SHIELD OVER
PREFINISHED METAL GUTTER APRON
7.SEE ELEVATIONS FOR J‐BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND
FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS,
UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH SECTION OF
HEAT TAPE AT ROOF EAVE ABOVE GUTTER.
8.DOWNSPOUT LOCATIONS TO BE VERIFIED BY INSTALLER, ARCHITECT & SITE
UTILITY CONTRACTOR‐ SEE SITE UTILITY PLAN FOR DOWNSPOUT
UNDERGROUND DRAINAGE PLAN
9. PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE
AND SNOW LOAD. SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD
ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF
AREAS. SEE SPEC FOR MORE INFORMATION ‐ TYPICAL.
4' RATED ZONE ‐ NON COMBUSTABLE SHEATHING ‐
NO PENETRATIONS OF SHEATHING ‐ ROOF &
BUILDING FACES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:01:07 PM
A122
BLDG 2 F3 & ROOF
PLANS
LI
O
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D
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A
R
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HO
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E
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12
6
5
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6
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14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 2 ‐ 3RD FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 2 ‐ ROOF PLAN
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
3
A124
4
A124
1
A124
2
A124
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"1
1
3 3
1
1
1 9
9
9 1
1
1
1
1
1
1
1
3 3
1
1
3 3
1
1
1
1 1
1 1
1 1 1
1
1 1
1
2306B
2206B
2106B2108B
2208B
2308B
2304B
2204B
2104B
2302B
2202B
2102B
A
D
G
B
H
D
G
H
B
S
N
3 3
R1
R2 R2
R2 R2
R1
E2E1
E3
E2
E3
E1
E2
E3
E2
E1
E3
E3 E1
E3
E3
R2
E2
E3
E3
4'‐0"4'‐0"
BB
A
GGGG
HHH
T
N
FF
P
K
P
K
T
DD
GG
TT
RRN
4'‐0"4'‐0"
E.J.
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
E3A
E2A
E2
1
Q
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
3
A124
4
A124
1
A124
2
A124
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
2
2
2
2
2
2
2
2
2
2
2
2
1
1
3 3
3 3
1
1 2
2
2 2
2
2 2
2
2 2
2
2
1
3
3 3
3
10
10
GG
B
AA
G
N
D
N
HHH
FF
R2
R1
R2 R2
R1
R1
R2 R2
R1
E1
E3
E3
E2
E1
E3
E3
E2
E2
E2
E3
E1 E3
E3
E2
E1
E3
4'‐0"4'‐0"
4'‐0"4'‐0"
R3
R3
E2
E2E1
?E2
E3
E3
E3
E3
P
KK
A
B
H
GGG
DD
A
FF
HH
TT
E.J.
Q
B
Q
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
KK
E2
E2A
E3A
P
1FIRE DEPT KNOCK BOX
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A124
04‐TRUSS BRG UPPER
130'‐8 7/8"
8
8
8
5
5
B
D
S
F
GG
HH
S
A
R2
R1 R1
R2
E2
E3
E3
E1
E3
E3
E2
14
A501
Sim
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
N
5
A124
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
5 6
65
4
4
4
A
F
H
D
GGG
D
SS
R2 R1 R1 R2
E3 E1 E2
E3
E3
E3
E3
R2
14
A501
Sim
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
N
P
EXTERIOR MATERIAL LEGEND
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS TUSCAN GOLD
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS KHAKI BROWN
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS MOUNTAIN SAGE
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS COUNTRYLANE RED
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL SIERRA TAN
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL WEATHERED COPPER
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE EARLY MORNING MIST
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE STAMPEDE
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: BROWNWOOD
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: DRIFTWOOD
ANDERSEN 100 WINDOWS / 200 DOORS
DARK BRONZE
FASCIA TREX TRANSCEND ‐ TREE HOUSE
A
B
C
D
E
F
G
H
J
K
M
N
1.5" 24ga STANDING SEAM METAL ROOF
DURATECH COOL WEATHERED COPPER
P
EXPOSED HEAVY TIMBER STRUTQ
EXTERIOR SHEATHING LEGEND
FIRE RETARDANT SHEATHING
NO PENETRATIONS @ ROOF
NON COMBUSTIBLE SHEATHING (DENSGLASS)
@ 4'‐0" OF 2 HOUR FIRE RATED ASSEMBLY
2x6 TREX SQUARE EDGE BOARD ‐ TREEHOUSER
1x HARDIE TRIM ‐ TIMBER BARKS
1x CEDAR TRIM ‐ NATURAL COLOR WATERPROOF STAINT
EXTERIOR ELEVATION NOTES
INDICATES EXTERIOR WALL TYPE. SEE WALL TYPE DETAILS.
INDICATES WINDOW TYPE, SEE WINDOW ELEVATIONS AND
DETAILS
ALL BUILDING FINISHES INDICATED WRAP AROUND THE
HIDDEN CORNER UNLESS NOTED OTHERWISE.
E#
Z
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:01:15 PM
A123
BLDG 2 ELEVATIONS
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S
12
6
5
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14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 2 NORTH ELEVATION
SCALE: 1/8" = 1'‐0"
2 BLDG 2 SOUTH ELEVATION
SCALE: 1/8" = 1'‐0"
3 BLDG 2 EAST ELEVATION
SCALE: 1/8" = 1'‐0"
4 BLDG 2 WEST ELEVATION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A124
04‐TRUSS BRG UPPER
130'‐8 7/8"
0‐TOW UPPER
99'‐8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
2306
2206
2106
2305
2205
2105
3"
1'‐0"
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
F2
F2 F2
F2
F1
F3
F3
F3
F3
F1
E2
E2
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
A301
8
A301
7
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A124
04‐TRUSS BRG UPPER
130'‐8 7/8"
0‐TOW UPPER
99'‐8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
2308 2307
2208 2207
2108 2107
3"
1'‐0"
4"
1'‐0"
9"
1'‐0"
9"
1'‐0"
3"
1'‐0"
E4
W1A
E4
F2
F2
F1
F2
F2
F1
E2
E3E3
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
5
A124
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
04‐TRUSS BRG LOWER
128'‐8 7/8"
2302
2202
2102
SPRINKLER
CLOSET
2109
3"
1'‐0"
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
4
4
4
1
1
3
E1 E1
F2
F2
F1
E3 E3W1AF1
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
3'‐0"4'‐0"
5
A124
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
0‐TOW LOWER
97'‐8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
STAIRS
2210
STAIRS
2310
STAIRS
2110
2304
2204
2104
9"
12"
9"
12"
4"
12"
3"
12"
3"
12"
2302A
2202A
2102A2101A
2201A
2301A
2302C
2202C
2102C
2201C
2301C 1
1
1
10 F2
F2
F3F3
F3
F1
F3F3
F3
A301
4 Sim
A
G
T
F
N
GGG
T
R
N
E1
E1
E3
E3
PROVIDE 5/8" GYP BOARD DRAFTSTOPPING
ABOVE PARTITION BETWEEN UNITS AT THIS LOCATION ‐ TYP.
FIRE CAULK ALL PENETRATIONS TO ROOF DECKING
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
Q
T
R
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
3
A124
4
A124
1
A124
2
A124
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
A301
2 Sim
A301
1 Sim
A301
1 Sim
10'‐9 7/8"
10'‐9 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
9'‐1 1/8"
STAIRS
2311
STAIRS
2211
STAIRS
2111
STAIRS
2310
STAIRS
2210
STAIRS
2110
2308
2208
2108 2106
2206
2306
2304
2204
2104 2102
2202
2302
3"
12"
F2
F2
F1
F2
F2
F1
F2
F2
F1
F2
F2
F1
E1E1
W5W5 W2 W5W5
F3
F3
F3
F3
6
6
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
BUILDING SECTION NOTES
1.ALL WINDOW OPENING DIMENSIONS ARE ROUGH OPENING FROM
FINISHED FLOOR TO TOP OF WINDOW SILL PLATE TO BOTTOM OF
WINDOW HEADER
2.CONFIRM ALL FLOOR JOIST, ROOF JOIST AND RIM BOARDS WITH
STRUCTURAL
3.EXTERIOR WALLS NOT TAGGED IN SECTION, SEE EXTERIOR
ELEVATIONS FOR WALL TYPES AND FINISHES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:01:27 PM
A124
BLDG 2 BUILDING
SECTIONS
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To
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of
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14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 2 SECTION @ BALCONIES
SCALE: 1/8" = 1'‐0"
2 BLDG 2 SECTION @ EXTERIOR STORAGE
SCALE: 1/8" = 1'‐0"
3 BLDG 2 SECTION @ GABLE
SCALE: 1/8" = 1'‐0"
4 BLDG 2 SECTION THROUGH CORRIDOR
SCALE: 1/8" = 1'‐0"
5 BLDG 2 LONGITUDINAL SECTION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UPUPUP
UPUPUP
DN
A133
1
A133 4 A1333
A133
2
5
A134
1
A134
4
A134
2
A134
3
A134
MODEL
2 BEDROOM
2 BATH
3102
CMODEL
2 BEDROOM
2 BATH
3104
D
MODEL
2 BEDROOM
2 BATH
3105
CA
MODEL
2 BEDROOM
2 BATH
3106
D
MODEL
1 BEDROOM
1 BATH
3107
A
MODEL
1 BEDROOM
1 BATH
3108
B
MODEL
1 BEDROOM
1 BATH
3109
A
MODEL
2 BEDROOM
2 BATH
3110
D
2'‐10"
8'‐5 1/2"
22'‐3 3/4"
21'‐11 1/4"
2'‐10"
8'‐5 1/2"
10'‐1"5'‐11"11'‐6"6'‐11 1/2"8'‐1 1/2"6'‐11 1/2"11'‐6"6'‐4 1/2"9'‐10"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"8'‐3"6'‐11 1/2"11'‐6"5'‐11"10'‐1"
186'‐8 1/2"
10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"22'‐6 1/4"6'‐4 1/2"10'‐2 1/2"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"11'‐1 1/2"7'‐8"6'‐10 1/2"11'‐6"5'‐11"10'‐3 1/2"
186'‐8 1/2"
11'‐3 1/2"
29'‐5 1/2"
14'‐9 1/2"
8'‐5 1/2"
2'‐10"
66'‐10"
33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"11"7'‐5 1/2"
8"
33'‐8"
21'‐0 1/4"
1'‐3 1/2"
21'‐0 1/4"
21'‐0 1/4"
1'‐3 1/2"
21'‐0 1/4"
23'‐7"8"7'‐5 1/2"8"23'‐7"11"33'‐8"8"7'‐5 1/2"8"33'‐8"11"7'‐5 1/2"8"23'‐7"
SPRINKLER
CLOSET
3111
15'‐11 3/4"
6'‐4"
6'‐4"
8'‐5 1/2"
6'‐8 1/4"
16'‐5 1/4"
6'‐4"
66'‐10"
W1AW1AW1AW1AW1A
W5
W1A
W5
W1A
W2
3'‐3 1/2"4'‐0"3'‐4 1/2"4'‐0"7'‐0"2'‐8 1/2"3'‐8"9'‐1 1/2"6'‐9 1/2"8'‐2"3'‐0"3'‐4"4'‐0"3'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐8"9'‐1 1/2"3'‐8"2'‐8 1/2"7'‐2"3'‐10"3'‐4"4'‐0"3'‐9 1/2"3'‐10 1/2"3'‐0"2'‐7 1/2"5'‐10 1/2"3'‐0"3'‐0"4'‐0"3'‐3 1/2"
3'‐0"5'‐4 1/2"6'‐4"7'‐9 3/4"7'‐9 3/4"6'‐4"5'‐4 1/2"3'‐0"3'‐1 3/4"4'‐0"3'‐1 3/4"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"3'‐0"4'‐0"7'‐5 3/4"7'‐5 3/4"6'‐5 3/8"5'‐7 1/8"3'‐0"
E4
A401
1
A401
4
A401
7
A401
10
2 2
3109B
3113A 2
3107B
3107C
3 3
2 3105B
2 3113A 2
2
3 3 3112A 2 2
4
3111A
5
33
3102C
2
3102B233
1
3104C
3104B113106B
1
3106C
332
3108B
3110B 1 1
1
33
4
3109A 3107A
3110A 3108A 3106A
3105A 3103A
3104A
3102A
3101A
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
2'‐10"
2'‐10"
5'‐0"5'‐3 1/2"
W5
8'‐6"
8'‐6"
W5 W5
W2
W2
W5W5
3103B
3101B
3101C
8105
DATUM
8103
DATUM
8105
DATUM
8103
DATUM
STAIRS
3114
STAIRS
3113
STAIRS
3112
9'‐4"
E4E4
E4 E4
E4
E4
E4 E4 E4
E4
3105C
3109C
3103C
3110C
3108C
TYPE 'A' ACCESSIBLE
E3E3E3
E3
E3
E3 E3
E3 E3
E3
E2E2E2
E2
E2
E3 E3 E3 E3 E3
E3
E3
E3
E3
E2
E2E2
E2E2E3 E3 E3E3
E3
E3 A403
1 Sim
A403
6 Sim
A501
4
A501
15
FE FEFETYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLE TYPE 'B' ACCESSIBLE TYPE 'B' ACCESSIBLE
MODEL
1 BEDROOM
1 BATH
3101
A
TYPE 'B' ACCESSIBLE
MODEL
2 BEDROOM
2 BATH
3103
C
TYPE 'B' ACCESSIBLE
8'‐0"
E5
E5
E5
1
1
1
A133
1
A133 4 A1333
A133
2
5
A134
1
A134
4
A134
2
A134
3
A134
MODEL
1 BEDROOM
1 BATH
3201
A
MODEL
2 BEDROOM
2 BATH
3202
C
MODEL
2 BEDROOM
2 BATH
3203
C
MODEL
2 BEDROOM
2 BATH
3204
D
MODEL
2 BEDROOM
2 BATH
3205
C
MODEL
2 BEDROOM
2 BATH
3206
D
MODEL
1 BEDROOM
1 BATH
3207
A
MODEL
1 BEDROOM
1 BATH
3208
B
MODEL
1 BEDROOM
1 BATH
3209
A
MODEL
2 BEDROOM
2 BATH
3210
D
10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐9 3/4"13'‐8 1/2"6'‐4 1/2"10'‐2 1/2"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"11'‐1 1/2"7'‐8"6'‐10 1/2"11'‐6"5'‐11"10'‐3 1/2"
186'‐8 1/2"
8'‐5 1/2"
2'‐10"
21'‐11 1/4"
22'‐3 3/4"
8'‐5 1/2"
64'‐0"
10'‐1"5'‐11"11'‐6"6'‐11 1/2"8'‐1 1/2"6'‐11 1/2"11'‐6"6'‐4 1/2"9'‐10"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"8'‐3"6'‐11 1/2"11'‐6"5'‐11"10'‐1"
186'‐8 1/2"
8'‐5 1/2"
2'‐10"
22'‐9 1/4"
21'‐5 3/4"
8'‐5 1/2"
64'‐0"
8'‐5 1/2"
8'‐5 1/2"
2'‐10"
6'‐4"
7'‐9"
7'‐10 1/4"
15'‐11 3/4"
6'‐4"
6'‐4"
7'‐9"
8'‐8 1/4"
15'‐1 3/4"
6'‐4"
E1
E1
E1
E4
E1
E1
E1E1
W5
W1A
W5
W1A
W5
W1AW1AW1AW1AW1A
W2
5'‐1 3/4"5'‐1 3/4"3'‐10 1/2"3'‐0"2'‐7 1/2"5'‐10 1/2"3'‐0"3'‐10"7'‐2"2'‐8 1/2"3'‐8"9'‐1 1/2"3'‐8"2'‐8 1/2"7'‐2"3'‐10"4'‐10 1/2"5'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐8"9'‐8 1/2"6'‐2 1/2"8'‐2"3'‐0"5'‐3 1/2"5'‐4 1/2"
5'‐0"9'‐5 3/4"7'‐5 3/4"6'‐5 3/8"5'‐7 1/8"3'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"4'‐10"5'‐0"3'‐0"5'‐4 1/2"6'‐4"7'‐9 3/4"7'‐9 3/4"6'‐2 1/8"5'‐6 3/8"3'‐0"
E1
E1
E1
W5 W5 W5 W5
3209C
3209B
3209A 3207A
2 2 2
3207C
2 1
3205C
3205B
3205A 3203A
22 3203B
3203C
1 2
3201B
2
3201C
4
5
6
1
2
3202C
3202B21
3202A
1
3204C
3204B
3204A
11
3206A
3206B
3206C
3208C
3208B
3208A3210A
3210B
3210C
1
1211
1
1
7
6
4
33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"
11"
7'‐5 1/2"
8"
33'‐8"
2
8'‐5 1/2"
2'‐10"8'‐5 1/2"
10 10
5'‐4"5'‐9 1/2"
2'‐10"
8'‐5 1/2"
STAIRS
3214 STAIRS
3213
STAIRS
3212
3201A
42" WALL TYP.
SEE DETAIL (11/A403)42" WALL TYP.
SEE DETAIL (11/A403)
42" WALL TYP. SEE
DETAIL (11/A403)
7'‐1"
8'‐6"
8'‐6"
7'‐7"
16'‐7"
10
23'‐7"8"7'‐5 1/2"8"23'‐7"11"33'‐8"8"7'‐5 1/2"8"33'‐8"11"7'‐5 1/2"8"23'‐7"
6'‐6"
E4E4E4
E4
E4
E4 E4
E4 E4
E4
E3
E3
E3 E3 E3
E3
E3E3
E2E2
E3
E2E2
E2
E2 E2
E3 E3E2
E2
E2
E2
A403
2 Sim
A403
7 Sim
A501
4
E5
E5
E5
1
1
1
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:01:34 PM
A131
BLDG 3 F1 & F2 PLANS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 3 ‐ 1ST FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 3 ‐ 2ND FLOOR
SEE PRECEDING FLOOR PLAN SHEETS FOR OVERALL FLOOR PLAN NOTES
SEE PRECEDING FLOOR PLAN SHEETS FOR OVERALL FLOOR PLAN NOTES
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
DN
UP
A133
1
A133 4 A1333
A133
2
5
A134
1
A134
4
A134
2
A134
3
A134
MODEL
1 BEDROOM
1 BATH
3301
A
MODEL
2 BEDROOM
2 BATH
3302
C
MODEL
2 BEDROOM
2 BATH
3303
C
MODEL
2 BEDROOM
2 BATH
3304
D
MODEL
2 BEDROOM
2 BATH
3305
C
MODEL
2 BEDROOM
2 BATH
3306
D
MODEL
1 BEDROOM
1 BATH
3307
A
MODEL
1 BEDROOM
1 BATH
3308
B
MODEL
1 BEDROOM
1 BATH
3309
A
MODEL
2 BEDROOM
2 BATH
3310
D
10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐9 3/4"13'‐8 1/2"6'‐4 1/2"10'‐2 1/2"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"11'‐1 1/2"7'‐8"6'‐10 1/2"11'‐6"5'‐11"10'‐3 1/2"
186'‐8 1/2"
8'‐5 1/2"
2'‐10"
21'‐11 1/4"
22'‐3 3/4"
8'‐5 1/2"
64'‐0"
10'‐1"5'‐11"11'‐6"6'‐11 1/2"8'‐1 1/2"6'‐11 1/2"11'‐6"6'‐4 1/2"9'‐10"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"8'‐3"6'‐11 1/2"11'‐6"5'‐11"10'‐1"
186'‐8 1/2"
64'‐0"
6'‐4"
7'‐9"
7'‐10 1/4"
15'‐11 3/4"
6'‐4"
E1 E1
W5
W1A
W5
W5
W1A
W5 W2 W5
E1E5E1
E1
E1
E1
E1
E1
E1
3'‐0"5'‐4 1/2"6'‐4"7'‐9 3/4"7'‐9 3/4"6'‐2 1/8"5'‐6 3/8"3'‐0"4'‐10"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"5'‐0"9'‐5 3/4"7'‐5 3/4"6'‐5 3/8"5'‐7 1/8"3'‐0"
5'‐1 3/4"5'‐1 3/4"3'‐10 1/2"3'‐0"2'‐7 1/2"5'‐10 1/2"3'‐0"5'‐4"5'‐9 1/2"3'‐10"7'‐2"2'‐8 1/2"3'‐8"9'‐1 1/2"3'‐8"2'‐8 1/2"7'‐2"3'‐10"
4'‐10 1/2"5'‐4"
4'‐0"7'‐0"2'‐8 1/2"3'‐8"9'‐8 1/2"6'‐2 1/2"8'‐2"3'‐0"5'‐4"5'‐4"
3302B3304B3306B
3308B
3310B
3309C
3309B
3309A 3307A
3310A 3308A
3310C
3307C
3308C
3305B
3305C
3305A
3303A
3304A3306A
3304C
3303C
3303B
3301B
3301C
3302A
2 2 2 2 1 2 2
2
1 2 2
4
6
5
1
2
3302C
21
1
11
3306C
1
1211
1
1
7
6
4
2'‐10"
W1A
W5W5
W1A
W2
W1A
W1A
W5
W2
10
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
STAIRS
3314
STAIRS
3313 STAIRS
3312
3301A
8'‐6"
8'‐6"
5'‐4 3/4"
7'‐7"
3307B
6'‐6"
6'‐6"
6'‐6"
33'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"23'‐7"11"33'‐8"8"3'‐1"
1'‐3 1/2"
3'‐1"8"33'‐8"11"7'‐5 1/2"
8"
33'‐8"
23'‐7"8"7'‐5 1/2"8"23'‐7"11"33'‐8"8"7'‐5 1/2"8"33'‐8"11"7'‐5 1/2"8"23'‐7"
E4
E4 E4
E4 E4
E4
E4E4E4
E4
E3E3E3
E3
E3
E2 E2
E2 E2
E2
E2
E1
E2E2
E2 E2
E2
E1 E1 E1
E2
E2E2E2
E2
E2
E2
E1 A403
3 Sim
A403
8 Sim
A501
4
42" WALL TYP.
SEE DETAIL (11/A403)
42" WALL TYP.
SEE DETAIL (11/A403)
42" WALL TYP.
SEE DETAIL (11/A403)
8'‐5 1/2"
22'‐3 3/4"
21'‐11 1/4"
11'‐3 1/2"
8'‐5 1/2"
2'‐10"
6'‐4"
7'‐9"
7'‐10 1/4"
15'‐11 3/4"
6'‐4"
1
1
1
E5
E5
A133
1
A133 4 A1333
A133
2
5
A134
1
A134
4
A134
2
A134
3
A134
2'‐0"
1'‐0"19'‐6"19'‐11 1/2"19'‐6"
2'‐10 1/4"
7'‐7 1/4"
10'‐6"
9'‐0"
10'‐9 1/2"19'‐6"19'‐6 1/2"19'‐6"23'‐5"19'‐6"1'‐0"
2'‐0"
7'‐5 1/2"
3'‐0"
14'‐0"
1'‐2"
10'‐6"
9'‐0"
10'‐6"
9'‐0"13'‐3 1/2"
11'‐2"
18'‐0"
2'‐0"
11'‐8"21'‐8 1/2"14'‐11 1/2"21'‐8 1/2"
4'‐1 3/4"
3'‐0"
10'‐3 1/2"
3'‐0"
7'‐5 1/2"
11'‐2"21'‐8 1/2"14'‐4 1/2"21'‐8 1/2"23'‐7"19'‐6"11'‐3 1/2"
3'‐0"
10'‐3 1/2"
3'‐0"
2'‐0"
1'‐1"
2'‐0"
11'‐0"
4'‐0"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"3" / 12"3" / 12"
9" / 12"
9" / 12"
9" / 12"
9" / 12"
9" / 12"
9" / 12"
4" / 12"
9" / 12"
4" / 12"
9" / 12"
[No Slope][No Slope]
R2
R2 R2
R3
R2
R3 R2
R2
R1
R2R2
R2R2R2R1 R1 R1
R1
R3
R1
R1
R1
R3
13'‐3 1/2"
13'‐3 1/2"
ROOF AT GROUND LEVEL
ROOF AT GROUND LEVEL ENTRY
ROOF AT GROUND LEVEL
ROOF AT GROUND LEVEL ENTRY
ROOF AT GROUND LEVEL ENTRY
130'‐10 27/32"
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:01:43 PM
A132
BLDG 3 F3 & ROOF
PLANS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 3 ‐ 3RD FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 3 ‐ ROOF PLAN
SEE PRECEDING FLOOR PLAN SHEETS FOR OVERALL FLOOR PLAN NOTES
SEE PRECEDING FLOOR PLAN SHEETS FOR OVERALL ROOF PLAN NOTES
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
1
A134
4
A134
2
A134
3
A134
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"2
2
1
1
2 3 3 2
2
2 2
2
2
2
2
2
2
2
2 2
2
2 1
1
3 3
2
2
2
2
2
2
2
2
2
2
2
2
3307B
3207B
3107B
3309B
3209B
3109B
3113A
3105B
3205B
3305B
3113A
3301B
3201B
3101B 3112A 3103B
3203B
3303B
3111A
10
10
10
GG
HH
G
AAAA
C
C
BBB
EE
P
JJ
CCC
GG
HH
EE
BBB
AAA
P
N
P
E1
E2
E3
E3
E3
E1
E2
E3
E3
E1
E2
E3
E1
E2
E3
E1
E3
E3
E2
E2
E2
E2
E2
E3
E2
R1
R2
R2
R2 R1
R1
R2 R2
R2
R3 R3
R3
R3
4'‐0"4'‐0"
4'‐0"
E2
4'‐0"4'‐0"
4'‐0"4'‐0"
H
E.J.
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
JJ
G
E1A
E3A
E2A
N
T
S
1 1
FIRE DEPT
KNOCK BOX
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
1
A134
4
A134
2
A134
3
A134
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
1
1
33
1
1
1
1
1
1
1
1
1
2
2
2
1
1
33
1
1
1
1
1
1
1
1
1
1
1
1 3 3
1
1 2
2
2
2
2
2
1
1
3 3
3310B
3210B
3110B 3108B
3208B
3308B
3306B
3206B
3106B
3304B
3204B
3104B 3102B
3202B
3302B
HHH
GG
E
E
CCCC
G
J
P
R
HH
GG
BB
EE
P
J
R
CC
S
H
B
BB
R
AA
R2
R1
R2R2R2
R2
R1
R2
E1
E3
E3
E1
E3
E3 E3
E2
E3
E3
E1
E3
E3
E1
E3
E1 E1
E3E3
E2 E2
E2
E3
E2 E2 E2
4'‐0"4'‐0"
4'‐0"
4'‐0"4'‐0"
4'‐0"
H
G
GGGG
T
E
E
H
Q
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
E2A
E3A
E1A
E3A
S
N
T
N
T
1 1
QQ
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A134
04‐TRUSS BRG UPPER
130'‐8 7/8"
65
5 6
5 4
4
4
A
C
H
E
A
P
GGG
S
R2
R1
R1 R2
R2
E3 E1 E2
E3 E3
E3
E3
E2
14
A501
Sim
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
N
Q
5
A134
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
4
4
4
6
6 7
7
GG
H
A
F
C
P
R3E3
E2
E1
E3
E3
R2
R1
R2
R1
14
A501
Sim
Q
03.5‐RAFTER BRG LOWER
127'‐8 7/8"SS
N
EXTERIOR MATERIAL LEGEND
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS TUSCAN GOLD
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS KHAKI BROWN
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS MOUNTAIN SAGE
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS COUNTRYLANE RED
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL SIERRA TAN
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL WEATHERED COPPER
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE EARLY MORNING MIST
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE STAMPEDE
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: BROWNWOOD
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: DRIFTWOOD
ANDERSEN 100 WINDOWS / 200 DOORS
DARK BRONZE
FASCIA TREX TRANSCEND ‐ TREE HOUSE
A
B
C
D
E
F
G
H
J
K
M
N
1.5" 24ga STANDING SEAM METAL ROOF
DURATECH COOL WEATHERED COPPERP
EXPOSED HEAVY TIMBER STRUTQ
EXTERIOR SHEATHING LEGEND
FIRE RETARDANT SHEATHING
NO PENETRATIONS @ ROOF
NON COMBUSTIBLE SHEATHING (DENSGLASS)
@ 4'‐0" OF 2 HOUR FIRE RATED ASSEMBLY
2x6 TREX SQUARE EDGE BOARD ‐ TREEHOUSER
1x HARDIE TRIM ‐ TIMBER BARKS
1x CEDAR TRIM ‐ NATURAL COLOR WATERPROOF STAINT
EXTERIOR ELEVATION NOTES
INDICATES EXTERIOR WALL TYPE. SEE WALL TYPE DETAILS.
INDICATES WINDOW TYPE, SEE WINDOW ELEVATIONS AND
DETAILS
ALL BUILDING FINISHES INDICATED WRAP AROUND THE
HIDDEN CORNER UNLESS NOTED OTHERWISE.
E#
Z
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:01:48 PM
A133
BLDG 3 ELEVATIONS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 3 NORTH ELEVATION
SCALE: 1/8" = 1'‐0"
2 BLDG 3 SOUTH ELEVATION
SCALE: 1/8" = 1'‐0"
3 BLDG 3 EAST ELEVATION
SCALE: 1/8" = 1'‐0"
4 BLDG 3 WEST ELEVATION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
5
A134
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
3307 3308
3207 3208
3107 3108
3"
12"
4"
12"
9"
12"
9"
12"
3"
12"
3307C
3207C
3107C 3108C
3208C
3308C
W1A
F2 F3
F2 F3
F1
F2
F2F3
F3
A301
5 Sim
E2
E2
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
A301
7
A301
8
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A134
04‐TRUSS BRG UPPER
130'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
STAIRS
3313
STAIRS
3213
STAIRS
3113
3306
3206
3106
W5
W5
W5
F3
F3
3"
1'‐0"
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
F1
F3
F3
3303A
3203A
3103A 3104A
3204A
3304A
1
1
1
10
E1
F2
F2
F1
A301
4 Sim
E
G
??
GE3
E3
E2
PROVIDE 5/8" GYP BOARD DRAFTSTOPPING
ABOVE PARTITION BETWEEN UNITS AT THIS LOCATION ‐ TYP.
FIRE CAULK ALL PENETRATIONS TO ROOF DECKING
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
1
A134
4
A134
2
A134
3
A134
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
0‐TOW LOWER
97'‐8"
0‐TOW UPPER
99'‐8"
A301
2 Sim
A301
1 Sim
A301
1 Sim
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
3310
3210
3110 3108
3208
3308
3306
3206
3106
3304
3204
3104
3302
3202
3102
STAIRS
3314
STAIRS
3214
STAIRS
3114
STAIRS
3313
STAIRS
3213
STAIRS
3113
STAIRS
3312
STAIRS
3212
STAIRS
3112
F2
F2
F1
E1
F2
F2
F1
F2
F2
F1
F2
F2
F1
F2
F2
F1
F3
F3F3
F3
F3
F3
W5 W5
W2
W5 W5 W2 W5
E16
6
6
6
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A134
04‐TRUSS BRG UPPER
130'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
3303 3304
3203 3204
3103 3104
3"
1'‐0"
4"
1'‐0"9"
1'‐0"
9"
1'‐0"
3"
1'‐0"
E4W1AE4
F2
F2
F1
F2
F2E2
E3
E3
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A134
04‐TRUSS BRG UPPER
130'‐8 7/8"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
3302
3202
3102
SPRINKLER
CLOSET
3111
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
3"
1'‐0"
1
1
4
4
4
E1 E1
F2
F2
F1
3'‐0"
4'‐0"
E3
E3
W1A F1
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
BUILDING SECTION NOTES
1.ALL WINDOW OPENING DIMENSIONS ARE ROUGH OPENING FROM
FINISHED FLOOR TO TOP OF WINDOW SILL PLATE TO BOTTOM OF
WINDOW HEADER
2.CONFIRM ALL FLOOR JOIST, ROOF JOIST AND RIM BOARDS WITH
STRUCTURAL
3.EXTERIOR WALLS NOT TAGGED IN SECTION, SEE EXTERIOR
ELEVATIONS FOR WALL TYPES AND FINISHES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:02:06 PM
A134
BLDG 3 BUILDING
SECTIONS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 3 SECTION @ BALCONIES
SCALE: 1/8" = 1'‐0"
4 BLDG 3 SECTION @ CORRIDOR
SCALE: 1/8" = 1'‐0"
5 BLDG 3 LONGITUDINAL SECTION
SCALE: 1/8" = 1'‐0"
2 BLDG 3 SECTION @ EXTERIOR STORAGE
SCALE: 1/8" = 1'‐0"
3 BLDG 3 SECTION @ GABLE
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UPUP UP
DNDN
UPUP UP
DN
A143
1
A143
2
A143 4 A1433
5
A144
1
A144
4
A144
2
A144
3
A144
MODEL
2 BEDROOM
2 BATH
4101
C
MODEL
1 BEDROOM
1 BATH
4102
B
MODEL
2 BEDROOM
2 BATH
4103
C
MODEL
2 BEDROOM
2 BATH
4104
D
MODEL
2 BEDROOM
2 BATH
4105
C
MODEL
2 BEDROOM
2 BATH
4106
D
MODEL
2 BEDROOM
2 BATH
4107
C
MODEL
2 BEDROOM
2 BATH
4108
D
MODEL
1 BEDROOM
1 BATH
4109
AA
MODEL
1 BEDROOM
1 BATH
4110
B
MODEL
2 BEDROOM
2 BATH
4111
C
MODEL
1 BEDROOM
1 BATH
4112
B
10'‐1"5'‐11"13'‐8 1/2"8'‐9 3/4"8'‐9 3/4"13'‐8 1/2"6'‐4 1/2"10'‐2 1/2"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐9 3/4"13'‐8 1/2"5'‐11"10'‐1"
221'‐0 1/2"
8'‐5 1/2"
22'‐3 3/4"
21'‐11 1/4"
2'‐10"
8'‐5 1/2"
64'‐0"
10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐11 1/2"11'‐6"6'‐4 1/2"9'‐10"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"8'‐8"1'‐7 1/2"
221'‐0 1/2"
2'‐10"
30'‐9 1/4"
21'‐11 1/4"
9'‐8"
1'‐7 1/2"
66'‐10"
21'‐0 1/4"
1'‐3 1/2"
21'‐0 1/4"
33'‐8"8"7'‐5 1/2"8"23'‐7"11"33'‐8"8"7'‐5 1/2"8"33'‐8"11"33'‐8"8"7'‐5 1/2"8"33'‐8"
E1
W5
W5 W5
W1A
W1A
W1A
W1A
W5 W5
W1A
W5W5
4111A 4109A
4112A 4110A
4107A 4105A
4108A 4106A
4103A 4101A
4104A 4102A
4111B
4112B
4109B
4110B
4108B
4107B 4105B
4106B 4104B
4103B 4101B
4102B
4113A
SPRINKLER
CLOSET
4113
2'‐10"
3'‐3 1/2"4'‐0"3'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"15'‐7 1/2"6'‐0"5'‐8 1/2"3'‐0"2'‐8 1/4"4'‐0"3'‐1 3/4"
8'‐5 1/2"
8'‐5 1/2"
8'‐5 1/2"
2'‐10"
6'‐4"
15'‐7 1/4"
3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
3'‐0"4'‐0"6'‐7"4'‐0"3'‐0"
2'‐10"
8'‐5 1/2"
2
15'‐11 3/4"
6'‐4"
3'‐0"8'‐2"6'‐11"8'‐10 1/2"6'‐11"8'‐2"3'‐0"4'‐10 1/2"5'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐6"9'‐5 1/2"3'‐6"2'‐8 1/2"7'‐0"4'‐0"3'‐0"4'‐0"7'‐4"4'‐0"3'‐0"4'‐0"7'‐0"2'‐8 1/2"3'‐10"8'‐9 1/2"6'‐11 1/2"8'‐2"3'‐0"
14'‐1"
7'‐10 1/4"
STAIRS
4116
STAIRS
4115
STAIRS
4114
W1A
2'‐10"
8'‐5 1/2"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"
2'‐10"
2'‐10"
2'‐10"
2'‐10"
EQ EQ
W1A
4116A 4115A 4114A
8'‐6"
23'‐7"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"
8'‐6"
8'‐6"
1 1
1
3 3 3 3
1
1 1 2
1
12112
4
7
3 3
2
2 2 2 3 3 2 2
2
3 3 3 3
2
2 2
2
W1A
W2
W2
W1A
W5W5
W2
W2
8103
DATUM
8101
DATUM
8103
DATUM
8101
DATUM
8101
DATUM
8099
DATUM
8101
DATUM
8099
DATUM
R @
6 27/32"
19
R @
6 27/32"
19
12'‐0"
E4
E4
E4 E4 E4 E4
E4
E4E4E4
E4
7
1'‐0"
3'‐0 3/4"
4111C
4112C 4110C
4109C
4107C
4108C 4106C 4104C
4102C
4101C4103C4105C
TYPE 'A' ACCESSIBLE
E4
E3
E3
E3 E3 E3 E3
E3
E3E3E3
E3E3
E2 E3 E2
E2 E2 E2
E2E3E3E3E3
E3 E2
E2 E2 E2 E2 E2
E3E3E3E3E3
E3
E3
E3
E3
A403
1 Sim
A501
4
A501
15
FE FE FE
TYPE 'B' ACCESSIBLE
TYPE 'B 'ACCESSIBLE TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLE TYPE 'B' ACCESSIBLE TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLE
TYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLETYPE 'B' ACCESSIBLE
E5
E5
1
1
A143
1
A143
2
A143 4 A1433
5
A144
1
A144
4
A144
2
A144
3
A144
MODEL
2 BEDROOM
2 BATH
4201
C
MODEL
1 BEDROOM
1 BATH
4202
B
MODEL
2 BEDROOM
2 BATH
4203
C
MODEL
2 BEDROOM
2 BATH
4204
D
MODEL
2 BEDROOM
2 BATH
4205
C
MODEL
2 BEDROOM
2 BATH
4206
D
MODEL
2 BEDROOM
2 BATH
4207
C
MODEL
2 BEDROOM
2 BATH
4208
D
MODEL
1 BEDROOM
1 BATH
4209
A
MODEL
1 BEDROOM
1 BATH
4210
B
MODEL
2 BEDROOM
2 BATH
4211
C
MODEL
1 BEDROOM
1 BATH
4212
B
10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐11 1/2"11'‐6"6'‐4 1/2"9'‐10"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"
221'‐0 1/2"
8'‐5 1/2"
2'‐10"
21'‐11 1/4"
22'‐3 3/4"
8'‐5 1/2"
2'‐10"
66'‐10"
10'‐1"5'‐11"13'‐8 1/2"8'‐9 3/4"8'‐9 3/4"13'‐8 1/2"6'‐4 1/2"10'‐2 1/2"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐9 3/4"13'‐8 1/2"5'‐11"10'‐1"
221'‐0 1/2"
2'‐10"
8'‐5 1/2"
22'‐3 3/4"
21'‐11 1/4"
2'‐10"
8'‐5 1/2"
66'‐10"
4211C
4209C
4209A4211A
4211B
4209B
4212A 4210A
4210C4212C
4212B
4207B
4207C
4207A 4205A
4206A4208A
4208B
4208C 4206C
4206B
4205B
4205C 4203C
4203A
4204A
4203B
4204C
4204B
4202B
4202C
4202A
4201A
4201B
4201C
6'‐4"
7'‐9"
7'‐10 1/4"
15'‐11 3/4"
6'‐4"
5'‐3 1/2"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"6'‐4"5'‐4 1/2"3'‐0"4'‐10"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"5'‐0"10'‐7"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"5'‐0"5'‐3 1/2"
3'‐0"8'‐2"6'‐11"8'‐10 1/2"6'‐11"8'‐2"3'‐0"4'‐10 1/2"5'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐6"9'‐5 1/2"3'‐6"2'‐8 1/2"7'‐0"4'‐0"5'‐0"11'‐4"5'‐0"4'‐0"7'‐0"2'‐8 1/2"3'‐10"8'‐9 1/2"6'‐11 1/2"8'‐2"3'‐0"
6'‐4"
15'‐11 3/4"
7'‐10 1/4"
14'‐1"
E1
E1
E1 E1
E1
E1E1
E1
W5
W1A
W2
W1A
W5
W1AW1AW1A
W1AW1A
W1A
W5
W1A
W5W5 W5 W5W5W5
8'‐5 1/2"8'‐5 1/2"
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
8'‐5 1/2"
2'‐10"
4210B
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
11'‐3 1/2"
11'‐3 1/2"
2'‐10"
8'‐5 1/2"
7
6
1 1 2 1 1 1
1
1 1 1 1
4
7
1
2
22
2
11
2
22
2
1222
2
33'‐8"
8"
7'‐5 1/2"
8"
23'‐7"11"33'‐8"8"7'‐5 1/2"8"33'‐8"11"33'‐8"8"7'‐5 1/2"8"33'‐8"
4
2
1 1
2
1 1010
8'‐6"
W2
W2
W2
10
STAIRS
4216 STAIRS
4215 STAIRS
4214
24'‐3"3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"
E4
E4
E4 E4 E4 E4
E4
E4E4
E4
R @
6 27/32"
19
R @
6 27/32"
19
R @
6 27/32"
19
E4
6'‐6"
6'‐6"
6'‐6"
E4
E1
E3
E3E3E3
E3E3
E2
E3
E3 E3 E3 E2
E2 E2 E2 E2 E2
E2E2E2
E2E2
E3 E3
E1
E2E2E2E2
E2
E2
E2
E1
14
A501
A403
2 Sim
A501
4
42" HALF WALL
SEE DETAIL (11/A403)
42" HALF WALL
SEE DETAIL (11/A403)
42" HALF WALL
SEE DETAIL (11/A403)
1
1
E5
E5
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:02:16 PM
A141
BLDG 4 F1 & F2 PLANS
LI
O
N
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S
RI
D
G
E
AP
A
R
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M
E
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HO
M
E
S
12
6
5
N.
Fr
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g
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Ro
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We
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To
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n
of
Va
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l
,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 4 ‐ 1ST FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 4 ‐ 2ND FLOOR
SEE PROCEEDING FLOOR PLAN SHEETS FOR OVERALL FLOOR PLAN NOTES
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
DNDN DN
A143
1
A143
2
A143 4 A1433
5
A144
1
A144
4
A144
2
A144
3
A144
MODEL
2 BEDROOM
2 BATH
4301
C
MODEL
1 BEDROOM
1 BATH
4302
B
MODEL
2 BEDROOM
2 BATH
4303
C
MODEL
2 BEDROOM
2 BATH
4304
D
MODEL
2 BEDROOM
2 BATH
4305
C
MODEL
2 BEDROOM
2 BATH
4306
D
MODEL
2 BEDROOM
2 BATH
4307
C
MODEL
2 BEDROOM
2 BATH
4308
D
MODEL
1 BEDROOM
1 BATH
4309
A
MODEL
1 BEDROOM
1 BATH
4310
B
MODEL
2 BEDROOM
2 BATH
4311
C
MODEL
1 BEDROOM
1 BATH
4312
B
4311C
4311B
4311A
4312C
4312B
4312A 4310A
4309A
4309B
4307C
4307A 4305A
4306A4308A
4305C
4306C 4304C
4303C
4303A
4304A 4302A
4301A
4301C
4302C
4308C
4310C
4309C
4303B 4301B
4302B
4304B4306B
4305B4307B
4308B
4310B
10'‐1"5'‐11"13'‐8 1/2"8'‐9 3/4"8'‐9 3/4"13'‐8 1/2"6'‐4 1/2"10'‐2 1/2"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐2 3/4"13'‐8 1/2"5'‐11"10'‐8"10'‐8"5'‐11"13'‐8 1/2"8'‐2 3/4"8'‐9 3/4"13'‐8 1/2"5'‐11"10'‐1"
221'‐0 1/2"
8'‐5 1/2"
2'‐10"
21'‐11 1/4"
22'‐3 3/4"
8'‐5 1/2"
2'‐10"
6'‐4"
7'‐9"
7'‐10 1/4"
15'‐11 3/4"
6'‐4"
5'‐3 1/2"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"6'‐4"5'‐4 1/2"3'‐0"4'‐10"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"5'‐0"10'‐7"5'‐0"3'‐4"5'‐6 1/2"2'‐7 1/2"3'‐0"7'‐9 3/4"7'‐9 3/4"3'‐0"2'‐7 1/2"5'‐6 1/2"3'‐4"5'‐0"5'‐3 1/2"
3'‐0"8'‐2"6'‐11 1/2"8'‐9 1/2"6'‐11 1/2"8'‐2"3'‐0"4'‐10 1/2"5'‐4"4'‐0"7'‐0"2'‐8 1/2"3'‐6"9'‐5 1/2"3'‐6"2'‐8 1/2"7'‐0"4'‐0"5'‐0"11'‐4"5'‐0"4'‐0"7'‐0"2'‐8 1/2"3'‐10"9'‐5 1/2"6'‐3 1/2"8'‐2"3'‐0"
14'‐1"
7'‐10 1/4"
15'‐11 3/4"
6'‐4"
8'‐5 1/2"
22'‐3 3/4"
21'‐11 1/4"
11'‐3 1/2"
64'‐0"
10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐11 1/2"11'‐6"6'‐4 1/2"9'‐10"5'‐11"11'‐6"10'‐9 3/4"10'‐9 3/4"11'‐6"5'‐11"10'‐3 1/2"10'‐3 1/2"5'‐11"11'‐6"6'‐9"8'‐1 1/2"6'‐9"11'‐6"5'‐11"10'‐3 1/2"
221'‐0 1/2"
66'‐10"
2'‐10"
2'‐10"
2'‐10"
8'‐5 1/2"
2'‐10"
2'‐10"
8'‐5 1/2"
8'‐5 1/2"
23'‐7"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
33'‐8"11"33'‐8"
8"
3'‐1"
1'‐3 1/2"
3'‐1"
8"
23'‐7"
8'‐5 1/2"
8'‐5 1/2"
2'‐10"
8'‐5 1/2"
2'‐10"
2 1 1 2 1
1
1 1
1
1 1
1
1 1 2
4
7
1
2
22
2
11
2
22
2
1222
2
1
7
6
4
10
E1
E1
E1
E1
W5
W1A
E4
E1
E1
E4
E1 E1 E4
E1
E1
E1
E4
E1
W5W5
E4
W2
W5
W1A
W1A W1AW1AW1A
W5
W1A
W5W5W5W5
E4
E1
E4
E4
E4
E4
W2
W1AW1A
10 10
8'‐6"
8'‐6"
6'‐6"
STAIRS
4316
STAIRS
4315 STAIRS
4314
5'‐5"
4 1/2"4'‐0"
4'‐0"
4'‐0"
4'‐0"4 1/2"
E4
33'‐8"8"7'‐5 1/2"8"23'‐7"11"33'‐8"8"7'‐5 1/2"8"33'‐8"11"33'‐8"8"7'‐5 1/2"8"33'‐8"
6'‐6"
E4
E3 E3
E3 E3 E3
E3
E2E2E2E2
E2
E2 E2
E2
E2 E2 E2 E2
E2
E2
14
A501
A403
3 Sim
A501
4
42" HALF WALL
SEE DETAIL (11/A403)
42" HALF WALL
SEE DETAIL (11/A403)
42" HALF WALL
SEE DETAIL (11/A403)
E5
1
E5
1
A143
1
A143
2
A143 4 A1433
5
A144
1
A144
4
A144
2
A144
3
A144
11'‐3 1/2"19'‐6"19'‐9"19'‐6"8'‐2 1/2"19'‐6"19'‐6 1/2"19'‐6"18'‐6"19'‐6"19'‐6 1/2"19'‐6"12'‐3 15/32"
OH
2'‐0"
69'‐0"
79'‐0 1/2"
82'‐1"
11'‐2"
18'‐0"
15'‐0"
OH
3'‐0"
OH
4'‐1 3/4"
10'‐3 1/8"
8'‐3 1/2"
OH
1'‐11 5/8"
10'‐6"
9'‐0"
3'‐0"
5'‐5 1/2"
OH
1'‐11 5/8"
OH
1'‐0"17'‐11 5/8"
OH
6 3/8"
1'‐0"21'‐8 1/2"15'‐7"21'‐8"8'‐7"21'‐8 1/2"14'‐4 1/2"21'‐8 1/2"7'‐7 1/2"11'‐7 1/2"21'‐8 1/2"14'‐11 1/2"21'‐8 1/2"2'‐0"
OH
2'‐0"
10'‐5 1/2"
OH
2'‐10 1/4"
5'‐7 1/4"
OH
2'‐0"
128'‐10"126'‐10 27/32"128'‐10"130'‐10 27/32"
OH
2'‐0"
OH
2'‐11 23/32"
8'‐3 25/32"
OH
2'‐0"
13'‐3 1/2"
72'‐0"
79'‐0 1/2"
58'‐11"
OH
2'‐0"
OH
2'‐10 1/4"
5'‐7 1/4"
OH
2'‐0"
10'‐5 1/2"
OH
3'‐0"
OH
1'‐0"19'‐8 1/2"
OH
1'‐0"
10'‐3 1/2"
OH
3'‐0"
15'‐0"
OH
3'‐0"
7'‐0 1/4"
OH
4'‐0"
OH
2'‐0"
8'‐3 1/2"
OH
3'‐0"
13'‐3 1/2"
10'‐6"
9'‐0"
OH
1'‐0"17'‐6"
OH
1'‐0"
129'‐7 7/8"127'‐7 7/8"
10'‐6"
9'‐0"
OH
1'‐0"17'‐6"
OH
1'‐0"
10'‐5 1/8"
9" / 1'‐0"
3" / 1'‐0"
3" / 1'‐0"
3" / 1'‐0"
3" / 1'‐0"
3" / 1'‐0"
3" / 1'‐0"3" / 1'‐0"3" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"9" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
9" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
4" / 1'‐0"
3" / 1'‐0"
9" / 1'‐0"
3" / 1'‐0"3" / 1'‐0"
R2
R3 R2
R2 R2
R3
R2 R3 R2
R2
R1
R1
R1
R2
R1
R2R2 R2
R1
R2R2
R1
R1
R1
14
A501
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:02:32 PM
A142
BLDG 4 F3 & ROOF
PLANS
LI
O
N
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RI
D
G
E
AP
A
R
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M
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T
HO
M
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S
12
6
5
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Fr
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We
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n
of
Va
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,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 4 ‐ 3RD FLOOR
SCALE: 1/8" = 1'‐0"
2 BLDG 4 ‐ ROOF PLAN
SEE PROCEEDING FLOOR PLAN SHEETS
FOR OVERALL FLOOR PLAN NOTES
SEE PROCEEDING FLOOR PLAN SHEETS
FOR OVERALL ROOF PLAN NOTES
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
1
A144
4
A144
2
A144
3
A144
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
01‐FP LOW
96'‐0"
02‐FP LOW
106'‐9 7/8"
03‐FP LOW
117'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
1
1
332
2
22
2
2
2
2
2 2
2
2
1
1
332
2
22
2
22
2
22
2
233
1
1
1
1
33
2
2
2
2
2
22
2
22
2
2
1
1
4113A
4114A 4115A
4116A
4311B
4211B
4111B
4309B
4209B
4109B
4307B
4207B
4107B
4305B
4205B
4105B
4303B
4203B
4103B
4301B
4201B
4101B
04‐TRUSS BRG LOW
126'‐8 7/8"
10
10
10
GG
HH
AA
DD
F
Q
BB
H
DD
BBB
AA
HH
GGGG
D ABH
FF
P
K
P
K
G
P
T
F
P
P
B
R1
R1
R2 R2
R2
R1
R2
E2
E3
E1
E3
E2
E1
E2
E3
E2
E3
E2
E3
E2
E1
E3
E2
E3
E3
E2
E2
E3
E1
E3
E2
E3
E3
E1
R2 R2
R2 R3
R3
R3
4'‐0"4'‐0"
4'‐0"4'‐0"
4'‐0"4'‐0"4'‐0"
K
E2
E2
E2
E2
A
E.J.
Q
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
E2A
E3A
E2A
E3A
S
N
T
S
N
1 1
QQ
FIRE DEPT
KNOCK BOX
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
1
A144
4
A144
2
A144
3
A144
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
01‐FP LOW
96'‐0"
02‐FP LOW
106'‐9 7/8"
03‐FP LOW
117'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
2
2
2 1
1
1 1
1
1 2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3 3
3 3
1
1 1
1
1 1
1
1 1
1
1
2
2
2
4302B
4202B
4102B4104B
4204B
4304B
4306B
4206B
4106B4108B
4208B
4308B
4310B
4210B
4110B
4312B
4212B
4112B
04‐TRUSS BRG LOW
126'‐8 7/8"
HH
GGGG
FF
BB
DD
PP
KK
H
BB
FF
GGGG
R
T
P
K
H
PK A FBTG
E
P
K
H
DD
H FBBNA GKH
A
RR
R
R3
R3
R2
R1
R2
R1
R2 R2 R2 R2
R1
R1
R1
R1
E1
E3
E1
E3
E2 E2
E2
E2
E2
E2
E2
E3
E3
E1
E3
E2 E2 E3
E1
E3
E3
E3
4'‐0"4'‐0"
4'‐0"4'‐0"
4'‐0"
4'‐0"4'‐0"
E3
E.J.
Q
Q
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
E2A
E3A
E2A
E3A
E2
E3
E3
T
S
T
S
N
S
1 1
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A144
04‐TRUSS BRG UPPER
130'‐8 7/8"
4
4
7
7
HH
A
D
G
FF
FF
7 Q
SS
G
R2
R1
R1
R2
R3
E3
E1
E3
E2
E3
E3
R2
14
A501
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
N
5
A144
01‐FP LOW
96'‐0"
02‐FP LOW
106'‐9 7/8"
03‐FP LOW
117'‐7 3/4"
7 6
67
7 4
4
4
04‐TRUSS BRG LOW
126'‐8 7/8"
GG
A
F
10'‐9 7/8"
10'‐9 7/8"
9'‐1 1/8"
D
SS
E2 E1
E3
E3
E3
R2
R1
R1
R2
R3
H
S
Q
N
EXTERIOR MATERIAL LEGEND
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS TUSCAN GOLD
FIBER CEMENT LAP SIDING ‐ 5" REVEAL
HARDIE COLORPLUS KHAKI BROWN
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS MOUNTAIN SAGE
FIBER CEMENT LAP SIDING ‐ 7" REVEAL
HARDIE COLORPLUS COUNTRYLANE RED
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL SIERRA TAN
7/8" 24ga CORRUGATED METAL SIDING
DURATECH COOL WEATHERED COPPER
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE EARLY MORNING MIST
STUCCO W/ LIGHT SAND TEXTURE
BENJAMIN MOORE STAMPEDE
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: BROWNWOOD
40YR ASPHALT SHINGLES ‐ OWENS CORNING
TRUDEFINITION DURATION STORM
COLOR: DRIFTWOOD
ANDERSEN 100 WINDOWS / 200 DOORS
DARK BRONZE
FASCIA TREX TRANSCEND ‐ TREE HOUSE
A
B
C
D
E
F
G
H
J
K
M
N
1.5" 24ga STANDING SEAM METAL ROOF
DURATECH COOL WEATHERED COPPERP
EXPOSED HEAVY TIMBER STRUTQ
EXTERIOR SHEATHING LEGEND
FIRE RETARDANT SHEATHING
NO PENETRATIONS @ ROOF
NON COMBUSTIBLE SHEATHING (DENSGLASS)
@ 4'‐0" OF 2 HOUR FIRE RATED ASSEMBLY
2x6 TREX SQUARE EDGE BOARD ‐ TREEHOUSER
1x HARDIE TRIM ‐ TIMBER BARKS
1x CEDAR TRIM ‐ NATURAL COLOR WATERPROOF STAINT
EXTERIOR ELEVATION NOTES
INDICATES EXTERIOR WALL TYPE. SEE WALL TYPE DETAILS.
INDICATES WINDOW TYPE, SEE WINDOW ELEVATIONS AND
DETAILS
ALL BUILDING FINISHES INDICATED WRAP AROUND THE
HIDDEN CORNER UNLESS NOTED OTHERWISE.
E#
Z
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:02:38 PM
A143
BLDG 4 ELEVATIONS
LI
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AP
A
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M
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HO
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S
12
6
5
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Fr
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a
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We
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To
w
n
of
Va
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l
,
CO
81
6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 4 NORTH ELEVATION
SCALE: 1/8" = 1'‐0"
2 BLDG 4 SOUTH ELEVATION
SCALE: 1/8" = 1'‐0"
3 BLDG 4 EAST ELEVATION
SCALE: 1/8" = 1'‐0"
4 BLDG 4 WEST ELEVATION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
5
A144
01‐FP LOW
96'‐0"
02‐FP LOW
106'‐9 7/8"
03‐FP LOW
117'‐7 3/4"
04‐TRUSS BRG LOW
126'‐8 7/8"
4309
4209
4109 4110
4210
4310
3"
1'‐0"
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
4309C
4209C
4109C 4110C
4210C
4310C
10'‐9 7/8"
10'‐9 7/8"
9'‐1 1/8"
W1A
F1
F2
F2 F3
F3
F2
F2F3
F3
F1
A301
5
A
G GE2E2
A301
7
A301
8
5
A144
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"
4305
4205
4105 4106
4206
4306
3"
1'‐0"
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
3"
1'‐0"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
E4 E4W1A
F2
F2
F1
F2
F2
F2
F2
F2
F2
F1
E2
E3 E3
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
5
A144
04‐TRUSS BRG UPPER
130'‐8 7/8"
4301
4201
4101
SPRINKLER
CLOSET
4113
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
3"
1'‐0"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
1
1
4
4
E1E1
F2
F2
F1
A501
12
14
A501
E3
E3
W1A F1
03.5‐RAFTER BRG UPPER
129'‐8 7/8"
4'‐0"3'‐0"
5
A144
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
04‐TRUSS BRG LOWER
128'‐8 7/8"STAIRS
4315
STAIRS
4215
STAIRS
4115
5'‐7 1/2"16'‐7"5'‐5 1/2"
12'‐1 1/2"16'‐7"5'‐5 1/2"
6'‐6"5'‐7 1/2"16'‐7"5'‐5 1/2"
9"
1'‐0"
9"
1'‐0"
4"
1'‐0"
3"
1'‐0"
3"
1'‐0"
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
3'‐6"
4 1/2"4'‐0"4'‐0"4'‐0"4'‐0"4 1/2"
4205A
4305A 4306A
4206A
4106A4105A
F3
F3
W5
1
1
1
9'‐1 1/8"
10'‐9 7/8"
10'‐9 7/8"
F2
F2
F1
A301
3
F
G
R
T
B
N
T
F
T
R
GG
E1
E3
E2
E3
PROVIDE 5/8" GYP BOARD DRAFTSTOPPING
ABOVE PARTITION BETWEEN UNITS AT THIS LOCATION ‐ TYP.
03.5‐RAFTER BRG LOWER
127'‐8 7/8"
Q
01‐FP UPPER
100'‐0"
02‐FP UPPER
110'‐9 7/8"
03‐FP UPPER
121'‐7 3/4"
1
A144
4
A144
2
A144
3
A144
01‐FP LOWER
98'‐0"
02‐FP LOWER
108'‐9 7/8"
03‐FP LOWER
119'‐7 3/4"
01‐FP LOW
96'‐0"
02‐FP LOW
106'‐9 7/8"
03‐FP LOW
117'‐7 3/4"
04‐TRUSS BRG UPPER
130'‐8 7/8"04‐TRUSS BRG LOWER
128'‐8 7/8"
04‐TRUSS BRG LOW
126'‐8 7/8"
A301
2 Sim
A301
2 Sim
A301
1 Sim
A301
1 Sim
A301
1 Sim
STAIRS
4114
STAIRS
4214
STAIRS
4314
4301
4201
41014103
4203
4303
4105
4205
43054307
4207
4107
4109
4209
43094311
4211
4111
STAIRS
4315
STAIRS
4215
STAIRS
4115
STAIRS
4316
STAIRS
4216
STAIRS
4116
3"
12"
F2
F2
F1
F2
F2
F1
F2
F2
F1
F2
F2
F1
F2
F2
F1
F2
F2
F1
W2
W2
W5W5
W5W5
W5W5
F3
F3
F3
F3
F3
F3
03.5‐RAFTER BRG UPPER
129'‐8 7/8"03.5‐RAFTER BRG LOWER
127'‐8 7/8"
BUILDING SECTION NOTES
1.ALL WINDOW OPENING DIMENSIONS ARE ROUGH OPENING FROM
FINISHED FLOOR TO TOP OF WINDOW SILL PLATE TO BOTTOM OF
WINDOW HEADER
2.CONFIRM ALL FLOOR JOIST, ROOF JOIST AND RIM BOARDS WITH
STRUCTURAL
3.EXTERIOR WALLS NOT TAGGED IN SECTION, SEE EXTERIOR
ELEVATIONS FOR WALL TYPES AND FINISHES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:02:55 PM
A144
BLDG 4 BUILDING
SECTIONS
LI
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CO
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6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 1/8" = 1'‐0"
1 BLDG 4 SECTION @ BALCONIES
SCALE: 1/8" = 1'‐0"
2 BLDG 4 SECTION @ EXTERIOR STORAGE
SCALE: 1/8" = 1'‐0"
3 BLDG 4 SECTION @ GABLE
SCALE: 1/8" = 1'‐0"
4 BLDG 4 SECTION THROUGH CORRIDOR
SCALE: 1/8" = 1'‐0"
5 BLDG 4 LONGITUDINAL SECTION
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
1 2 3 4 5 6 7 8 9 10
TYPIC
AL HEAD HEIG
HT
8'‐0"
5'‐6"
6'‐0"
5'‐6"
5'‐0"
5'‐0"
3'‐0"
2'‐6"
7'‐6"6'‐0"2'‐6"3'‐0"2'‐6"7'‐6"
5'‐0"
2'‐6"
5'‐0"
5'‐6"
5'‐6"
WINDOW DIMENSIONS ARE APPROXIMATE ‐ VERIFY ALL UNIT SIZES WITH WINDOW MANUFACTURER AS WELL AS ALL ROUGH OPENINGS PRIOR TO THE START OF FRAMING ‐ WINDOW APPEARANCE IS APPROXIMATE ‐ VERIFY ALL DIMENSIONAL DATA WITH WINDOW MANUFACTURER
5 1/4" x 5 1/4"
PSL ‐ TYP.
‐ SEE STRUC.
TRIM W/ RUSTED
GRAIN HARDIETRIM
‐ TIMBER BARK
16'‐4 1/2"
6'‐5 1/4"
4'‐0"
5 1/4"
7'‐6"
5 1/4"
4'‐0"
4'‐0"5 1/4"2'‐0"
2'‐0"
2'‐0"
2'‐0"
5 1/4"
7'‐6"
5 1/4"
2'‐0"
INTEGRAL WINDOW
GRILL
FIBER COMPOSITE WINDOW TYP.
LOW MODULUS SEALANT TYP.
3 1/4 X 5/4 COMPOSITE TRIM
CULTURED MARBLE STOOL ‐ TYP.
5/8" EXTERIOR GRADE APA RATED SHEATHING
BUILDING WRAP
CEMENTIOUS LAP SIDING ‐
REVEAL VARIES BY LOCATION
WOOD STOP @ STOOL ‐ TYP.
LOW MODULUS SEALANT TYP.
LOW MODULUS SEALANT
TWO LAYERS 15 LB. FELT W/ OVERLAPPING
EDGES
1 COAT STUCCO SYSTEM
5/8" EXTERIOR GRADE APA RATED SHEATHING
FIBER COMPOSITE WINDOW TYP.
DRYWALL RETURNS @ WINDOWS ‐ TYP.
CULTURED MARBLE STOOL ‐ TYP.
J‐BEAD @ WINDOW FACE‐ TYP.
CORNER BEAD
WOOD HEADER ‐ SEE STRUCTURAL
LOW MODULUS SEALANT
WEEP SCREED
TWO LAYERS 15 LB. FELT W/
OVERLAPPING EDGES
1 COAT STUCCO SYSTEM
5/8" EXTERIOR GRADE APA RATED
SHEATHING
FIBER COMPOSITE WINDOW TYP.
DRYWALL RETURNS @ WINDOWS ‐ TYP.
OUTSIDE CORNER BULL NOSE ‐ TYP.
J‐BEAD @ WINDOW FACE‐ TYP.
GALVANIZED PLASTER STOP CASING BEAD
LOW MODULUS SEALANT
DRIP SCREED
TWO LAYERS 15 LB. FELT W/ OVERLAPPING
EDGES
1 COAT STUCCO SYSTEM
5/8" EXTERIOR GRADE APA RATED SHEATHING
FIBER COMPOSITE WINDOW TYP.
CULTURED MARBLE STOOLS ‐ TYP.
WOOD STOP @ STOOL ‐ TYP.
LOW MODULUS SEALANT ‐ TYP
FIBER COMPOSITE WINDOW ‐TYP.
LOW MODULUS SEALANT ‐ TYP
DRYWALL RETURNS @ WINDOWS ‐ TYP.
1/2" EXTERIOR GRADE APA RATED SHEATHING
BUILDING WRAP
CEMENTIOUS LAP SIDING
OUTSIDE CORNER BULL NOSE ‐ TYP.
J‐BEAD @ WINDOW FACE‐ TYP.
CULTURED MARBLE STOOL ‐ TYP.
3 1/4 X 5/4 COMPOSITE TRIM
1"
1"
DRIP SCREED
LOW MODULUS SEALANT
WOOD HEADER ‐ SEE STRUCTURAL
FIBER COMPOSITE WINDOW TYP.
5 1/4X5/4 COMPOSITE HEADER TRIM MATERIAL
DRYWALL RETURNS @ WINDOWS ‐ TYPICAL
1/2" EXTERIOR GRADE APA RATED SHEATHING
BLDG WRAP
CEMENTIOUS LAP SIDING ‐
REVEAL VARIES BY LOCATION
OUTSIDE CORNER BULL NOSE ‐ TYPICAL
J‐BEAD @ WINDOW FACE‐ TYPICAL
LOW MODULUS SEALANT
WINDOW INSTALLATION SEQUENCING:
1.PROVIDE WINDOW ROUGH OPENING PER WINDOW
MANUFACTURERS SPECIFICATIONS.
2.INSTALL 6" WIDE PEEL AND STICK WINDOW FLASHING MATERIAL AT
SILL OF ROUGH OPENING EXTENDING 7" MINIMUM BEYOND
OPENING AT EACH SIDE TYPICAL.
3.INSTALL 6" WIDE PEEL AND STICK WINDOW FLASHING MATERIAL AT
JAMBS OF ROUGH OPENING EXTENDING 7" MINIMUM BEYOND
OPENING AT TOP AND BOTTOM TYPICAL.
4.PROVIDE CONTINUOUS BEAD OF CAULK AROUND ENTIRE
PERIMETER OF OPENING AT WINDOW NAILING FLANGE LOCATION.
5.SET WINDOW WITH NAILING FLANGES IN FULL BEAD OF CAULK ‐
NAIL FLANGE PER WINDOW MANUFACTURERS SPECIFICATIONS.
6.INSTALL 6" WIDE PEEL AND STICK WINDOW FLASHING MATERIAL AT
HEAD OF WINDOW COVERING THE NAILING FLANGE AND
EXTENDING 7" MINIMUM BEYOND OPENING AT EACH SIDE TYPICAL.
7.INSTALL BUILDING PAPER (FELT) IN LAYERS ON WALL SHEATHING
STARTING FROM THE BOTTOM OF THE WALL IN SHIP LAP MANOR
OVER STARTER COURSE.
8.SLIDE BUILDING PAPER COURSE UNDERNEATH "PEEL AND STICK"
FLASHING AT WINDOW SILLS TYPICAL.
9.EXTEND BUILDING PAPER FULLY TO WINDOW UNIT AT WINDOW
JAMBS AND HEAD TYPICAL.
10. EXTEND GALVANIZED LATH FULLY TO WINDOW UNIT AT WINDOW
JAMBS AND HEAD TYPICAL. PROVIDE DIAGONAL 6"x12"
GALVANIZED METAL LATH AT WINDOW CORNERS AS SHOWN
TYPICAL.
WINDOW FLASHING NOTES:
1. SET WINDOWS IN FULL BEAD OF CAULK TYPICAL.
2. EXTEND BUILDING PAPER ENTIRELY OVER WINDOW FLANGES OR SHEATHING TYPICAL.
3. USE ONLY NON‐CORROSIVE FASTENERS ‐ ALL FASTENERS ARE TO BE DRIVEN FLUSH TYPICAL.
4. NO WINDOW ATTACHMENTS ALLOWED WITHIN 3" FROM CORNERS TYPICAL.
5. NO CLINCHED FASTENERS ALLOWED.
6. NO VERTICAL SPLICES ALLOWED IN BUILDING PAPER BELOW WINDOW SILLS TYPICAL.
7. REPAIR ALL TORN OR DAMAGED FLASHING WITH SEALANT OR SELF‐ADHERING SEAM TAPE TYPICAL.
6"
1" MIN
.
6"1" MIN.
SLIDE STARTER COURSE OF BUILDING
PAPER UP UNDERNEATH PEEL AND STICK
FLASHING AT SILL TYPICAL.
INSTALL PEEL AND STICK FLASHING AT SILL
FIRST
INSTALL PEEL AND STICK FLASHING AT
JAMBS SECOND
INSTALL WINDOW THIRD ‐ WINDOW
FLANGE TO BE SET IN FULL BEAD OF CAULK
‐ PROVIDE NAILS IN FLANGE PER
MANUFACTURERS SPECIFICATIONS
INSTALL PEEL AND STICK FLASHING AT
HEAD LAST OVER WINDOW NAILING
FLANGE
6"
1" MIN.
6"
1" MIN.
PROVIDE 6"x12" 2.5# GALVANIZED
EXPANDED METAL LATH AT WINDOW
CORNERS AFTER WINDOW, BUILDING
PAPER, AND GALVANIZED LATH
INSTALLATION TYPICAL
METAL STOREFRONT FRAME
BACKER ROD & SEALANT ALL AROUND &
BOTH SIDES OF FRAMES, TYP.
CEMENTIOUS LAP SIDING ‐ REVEAL VARIES BY
LOCATION
EXTERIOR WALL FRAMING
5 1/4 X 5/4" COMPOSITE TRIM
FLASHING @TOP OF TRIM / BOTTOM OF LAP
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:05 PM
A201
WINDOW ELEVATIONS &
SCHEDULE
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14LION‐00‐01
crd/dmk
2014.03.14
WINDOW SCHEDULE
MARK
ROUGH
OPENING HEAD
HT STYLEMANUFACTURERMODEL SERIESMATERIALSCOLOR
GLAZING
U‐FACTOR COMMENTSWHTTHICKNESSTYPE
172"66"96"DOUBLE UNIT SINGLE HUNGANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.3CAPELLARY TUBES & HEAT LOCK GLASS
260"66"96"DOUBLE UNIT SINGLE HUNGANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.3CAPELLARY TUBES & HEAT LOCK GLASS
336"66"96"SINGLE UNIT SINGLE HUNGANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.3CAPELLARY TUBES & HEAT LOCK GLASS
490"30"96"TRIPLE UNIT FIXEDANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.29CAPELLARY TUBES & HEAT LOCK GLASS
572"60"96"DOUBLE UNIT SINGLE HUNGANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.3CAPELLARY TUBES & HEAT LOCK GLASS
630"30"96"SINGLE UNIT FIXED ANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.29CAPELLARY TUBES & HEAT LOCK GLASS
736"60"96"SINGLE UNIT SINGLE HUNGANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.3CAPELLARY TUBES & HEAT LOCK GLASS
830"66"96"SINGLE UNIT SINGLE HUNG ANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.3CAPELLARY TUBES & HEAT LOCK GLASS
990"66"96"TRIPLE UNIT SINGLE HUNGANDERSEN WINDOWS100 SERIESGLASS FIBER COMPOSITEDARK BRONZE1/2"LOW E0.3CAPELLARY TUBES & HEAT LOCK GLASS
SCALE: 3" = 1'‐0"
2 WINDOW SILL ‐ TYPE 1
SCALE: 3" = 1'‐0"
7 WINDOW JAMB ‐ TYPE 2
SCALE: 3" = 1'‐0"
8 WINDOW HEAD ‐ TYPE 2
SCALE: 3" = 1'‐0"
6 WINDOW SILL ‐ TYPE 2
SCALE: 3" = 1'‐0"
3 WINDOW JAMB ‐ TYPE 1
SCALE: 3" = 1'‐0"
4 WINDOW HEAD ‐ TYPE 1
SCALE: 1" = 1'‐0"
1 WINDOW FLASHING ELEVATION
SCALE: 3" = 1'‐0"
5 STOREFRONT HEAD @ LAP SIDING
10 77 1/4"196 1/2"96 1/2"SIX WINDOWS FIXED ANDERSEN WINDOWS 100 SERIES GLASS FIBER COMPOSITE DARK BRONZE 1/2"LOW E 0.29 CAPELLARY TUBES & HEAT LOCK GLASS
DateIssue Description
2014.04.10REVISION 1
1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
4
A114
W5W5
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
F2
F2
F2
F2
F1 F1
TRUSS BRNG
ROUGH FLOOR
3rd
ROUGH FLOOR
2nd
T.O. SLAB
1st
A501
20
WINDOW
BEYOND
2x4 TREX TRANSEND
TREEHOUSE SQUARE
EDGE POST OVER
4x4 POST ‐ TYP.
A501
2
A501
1
A501
3
FIRE RETARDANT ROOF SHEATHING
TO 4'‐0" ON EITHER SIDE OF FIRE WALL
PER EXCEPTION 4 SECTON 706.6 2012 IBC
CLASS A ROOFING
NO PENETRATIONS THROUGH ROOF
FOR 4'‐0" ON EITHER SIDE OF FIRE WALL.
WOOD ROOF TRUSS ‐ SEE STRUCTURAL
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
9'
‐1 1/
8
"
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
9'
‐1 1/
8
"
W2
F2
F2
F2
F2
F1
F1
4'‐0"4'‐0"
ROUGH FLOOR
2nd UPPER
T.O. SLAB
1st UPPER
ROUGH FLOOR
3rd UPPER
ROUGH FLOOR
3rd LOWER
ROUGH FLOOR
2nd LOWER
T.O. SLAB
1st LOWER
TRUSS BRNG
TRUSS BRNG
R‐50 BLOWN‐IN INSUL ‐ TYP.
CONTINUE FIRE WALL WITH H‐STUDS AND BREAK
AWAY CLIPS THROUGH ATTIC TO ROOF SHEATHING.
FIRE CAULK CONNECTION TO SHEATHING.
IN ATTIC ‐ SEE CHOICE OF GA #ASW 1000 THRU
#ASW 1005 2 HR FIRE RATED LISTINGS.
2'‐0"
2
9'
‐1 1/
8
"
3/
4
"
1'
‐8"
9'
‐1 1/
8
"
3/
4
"
1'
‐8"
9'
‐1 1/
8
"
F2
F2
R1
F1
WOOD ROOF TRUSS
‐ SEE STRUCTURAL
A501
11
A501
10
A501
9
A501
10
4"
12"
TRUSS BRNG
ROUGH FLOOR
3rd
ROUGH FLOOR
2nd
T.O. SLAB
1st
A201
5
A501
11
A502
8
R1
F1
1'
‐0 1/
2
"
16
'
‐4 1/
2
"
5'
‐1 7/
8
"
8'
‐2"
4"
12"
10
TRUSS BRNG
ROUGH FLOOR
3rd
ROUGH FLOOR
2nd
ROUGH FLOOR
1st
CONC WALK SLAB BEYOND
SLOPE GRADE AWAY
‐ SEE CIVIL
1x HARDIE TRIM
RUSTED GRAIN
TIMBER BARK ‐ TYP.
10
'
‐9 7/
8
"
10
'
‐9 7/
8
"
9'
‐1 1/
8
"
TRUSS BRNG
ROUGH FLOOR
3rd
ROUGH FLOOR
2nd
T.O. SLAB
1st
5'
‐7 1/
8
"
4'
‐2 1/
2
"
6'
‐7 3/
8
"
3'
‐6"
8 1/
2
"
6'
‐7 3/
8
"
3'
‐6"
CONNECT DOWN
SPOUT TO STORM
PIPE ‐ RUN TO
OPEN AIR
12" HARDIE SOFFIT
CEDARMILL COLOR PLUS
‐ KHAKI BROWN
1x10 TREX FASCIA
DOWN SPOUT BEYOND
A501
17
A501
19
A501
16
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
9'
‐1 1/
8
"
1'
‐8"
3/
4
"
9'
‐1 1/
8
"
F2
F2
F1
R1A501
8
A501
9
TRUSS BRNG
ROUGH FLOOR
3rd
ROUGH FLOOR
2nd
T.O. SLAB
1st
A502
8
T.O. SLAB
?
A201
2
8"
F5
2'
‐6"
A501
16
ROUGH FLOOR
E
F3F2
A201
2
1'
‐1 1/
8
"
1'
‐8"
3/
4
"
2'
‐6"
A501
17BUILDING SECTION NOTES
1.ALL WINDOW OPENING DIMENSIONS ARE ROUGH OPENING FROM
FINISHED FLOOR TO TOP OF WINDOW SILL PLATE TO BOTTOM OF
WINDOW HEADER
2.CONFIRM ALL FLOOR JOIST, ROOF JOIST AND RIM BOARDS WITH
STRUCTURAL
3.EXTERIOR WALLS NOT TAGGED IN SECTION, SEE EXTERIOR
ELEVATIONS FOR WALL TYPES AND FINISHES
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
5/1/2014 1:13:58 PM
A301
WALL SECTIONS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 3/8" = 1'‐0"
1 CORRIDOR WALL
SCALE: 3/8" = 1'‐0"
2 2‐HR FIRE WALL
SCALE: 3/8" = 1'‐0"
3 EXTERIOR WALL
SCALE: 3/8" = 1'‐0"
4 SECTION @ STAIRS ENTRY
SCALE: 3/8" = 1'‐0"
5 BALCONY SECTION
SCALE: 3/8" = 1'‐0"
6 EXTERIOR WALL
SCALE: 1/2" = 1'‐0"
7 PATIO SECTION
SCALE: 1/2" = 1'‐0"
8 BALCONY SECTION
DateIssue Description
2014.04.10REVISION 1
2014.04.29REVISION 2
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
E4
A401
3
2
X3'‐0"7'‐0"
X
3'‐0"
8'‐0"
X3'‐0"7'‐0"
2 2
DOOR ID VARIES
BY BLDG & FLOOR
DOOR ID
VARIE
S
BY BLDG & FLOOR
BEDROOMLIVING / DINING AREA
KITCHEN
UTILITIES
BATH
CLOSET
PATIO STORAGE
REFR
RANGE
DW
WH
AHUW/D
DOOR ID VARIES
BY BLDG & FLOOR
21'‐0 1/4"
9'‐11 3/4"
‐
8'‐0"
6'‐10 1/4"
3'‐1 1/2"
1'‐10"
9'‐2 1/2"
10'‐9"
‐
2'‐2"
5 1/2"
7'‐4 1/4"
5'‐0"11'‐6"
23'‐7"
11'‐7"‐5'‐9"‐5'‐8"
AP01
AP07
AP11
AP02
X5'‐0"7'‐0"
11'‐7"‐11'‐8 1/2"
CO
A
T
12" SH & R
16" SH & R
(5) 16" SH
VS6D48B
MODULAR TUB
SURROUND
5'‐0"
W4
W3
W2
W3W4
W4A
W1A
W5
W4W4
ALL PATIO RAILS 42" A.F.F
OSB SHEATHING & PT
MW / HOOD
PATIO VARIES BY FLOOR
E4
10'‐8 1/2"
‐
10'‐0 1/4"
21'‐0 1/4"2'‐6"
5 1/2"
7'‐4 1/4"
7'‐4 1/2"
‐
13'‐4 1/4"
8'‐6"
BEDROOMLIVING / DINING AREA
KITCHEN
UTILITIES BATH
COATS
PATIO STORAGE
REFRDW
RANGE
X
3'‐0"
8'‐0"
X3'‐0"7'‐0"
21
A4015
6
AHU
WH
W/D
6'‐10 1/4"
‐
1'‐10"
3'‐6 1/2"
DOOR ID VARIES
BY BLDG &FLOOR
DOOR ID
VARIE
S
BY BLDG &FLOOR
ALL PATIO RAILS 42" A.F.F
AP02
AP01
AP07
AP11
AP11
8'‐0"
5'‐0"
12'‐6 1/2"2'‐9 1/2"‐
CL
O
S
E
T
16" SH & R
12" SH & R
11'‐7"‐5'‐9"‐5'‐8"
23'‐7"
3'‐9"
X3'‐0"7'‐0"
OSB SHEATHING & PT
MODULAR TUB
SURROUND
MW / HOOD
VS6D48B
PATIO VARIES BY FLOOR
E4
21'‐0 1/4"
MASTER BEDROOM
WIC
MASTER BATHBATH
COATS
BEDROOM
LIVING / DINING AREA
KITCHEN
UTILITIES
PATIO STORAGE
DW
RANGE WH
AHUW/D
REFR
2
3 32X
3'‐0"
8'‐0"
X3'‐0"7'‐0"
33'‐8"
DOOR ID VARIES
BY BLDG & FLOOR
DOOR ID
VARIE
S
BY BLDG & FLOOR
ALL PATIO RAILS 42" A.F.F
A401
9
8
DOOR ID VARIES
BY BLDG & FLOOR
W5
W1A
W2
10'‐10 1/2"‐9'‐10"‐2'‐4 1/2"10'‐0"
5'‐6 1/4"
‐
2'‐10"
1'‐6"
10'‐10 1/2"
23'‐10 1/4"
11'‐2 1/2"‐5'‐9"‐5'‐8"‐10'‐2"
AP01
AP01
AP13
AP02
AP02AP11
X
5'‐0"
7'‐0"
10'‐10 1/2"
‐
4'‐0 1/2"
8'‐10 1/4"
‐
1'‐10"
10'‐0 1/2"
3'‐9"
W4
W4
W4W4
W4
W3 W3
W3
W4
W4
W4
W4A
W4
7'‐3 3/4"
5 1/2"
2'‐1"
‐
3'‐9"
3 1/2"
9'‐8"
8'‐0"
X3'‐0"7'‐0"
OSB SHEATHING & PT
CLOSET
MODULAR TUB
SURROUND MODULAR TUB
SURROUNDMW / HOOD VS6D48B
VS6D48B
PATIO VARIES BY FLOOR
E4
8'‐6"
KITCHEN
LIVING / DINING AREA BEDROOM MASTER BEDROOM
MASTER BATH
WIC
BATHUTILITIES
COATS
PATIO STORAGE
REFRDW
RANGE
AHUW/D
WH
33'‐8"
X3'‐0"7'‐0"
X3'‐0"7'‐0"
X
3'‐0"
8'‐0"
33
1
1
DOOR ID VARIES
BY BLDG & FLOOR
DOOR ID VARIES
BY BLDG & FLOOR
DOOR ID
VARIE
S
BY BLDG & FLOOR
A401
12
11
11'‐2 1/2"‐5'‐9"‐5'‐8"‐10'‐2"
9'‐10 1/4"
3'‐6 1/2"
1'‐10"
‐
6'‐10 1/4"
9'‐8"
‐
3'‐9"
3'‐8 1/2"
‐
5'‐8"
21'‐0 1/4"
AP02
AP13
AP11
AP01
AP02
AP01
W4W4
W4
W4
W4
W4
W4
W3
W3W3
W4A
W4
W4
W4
3'‐9"
‐
2'‐6 1/2"
7'‐3 3/4"
8'‐0 1/2"4'‐1"‐11'‐11 1/2"‐2'‐1"‐10'‐4 1/2"
10'‐10 1/2"
‐
4'‐0 1/2"
‐
5'‐6 1/4"
8'‐0"
5'‐0"ALL PATIO RAILS 42" A.F.F
CLOSET
MODULAR TUB
SURROUND
MODULAR TUB
SURROUND
OSB SHEATHING & PT
W2
W5
W5
W1A
MW / HOOD
VS6D48B
VS6D48B
PATIO VARIES BY FLOOR
FILLER AS REQ'D
FILLER AS REQ'D UNIT ENTRY
DOOR
W3012
MW / HOOD
W1530W2430W361524
W2430
DW
SS SINK W/ SINGLE
LEVER FAUCET
PLAM
COUNTERTOP
SLIDE‐IN RANGE
/ OVEN
B4D15
SLS36
AP07
FILLER AS REQ'D
W2430
W3918
W2430
W3012
SLS36SB39
DW
W361524
REFR
PLAM
COUNTERTOP
SS SINK W/ SINGLE
LEVER FAUCET
MW / HOOD
SLIDE‐IN RANGE
/ OVEN
84"
36"
18"
W1530
W3012
W2430
W361524
MW / HOOD
SLIDE‐IN RANGE
/ OVEN
PLAM
SLS36B4D15
FILLER AS REQ'D
36"
18"
30"
7'‐0"
UNIT ENTRY
DOOR
SS SINK W/ SINGLE
LEVER FAUCET
PLAM
COUNTERTOP
W2430
W3918
W2430
W361524
REFR
DW
SS SINK W/ SINGLE
LEVER FAUCET
SB39
SLIDE‐IN RANGE
/ OVEN SLS36
PLAM
COUNTERTOP
MW / HOOD
W3012
FILLER AS REQ'D
30"
18"
36"
7'‐0"
W2430 W3930
W3012
SLIDE‐IN RANGE
/ OVEN
MW / HOOD
B4D15
PLAM
COUNTERTOP
SLS36
SS SINK W/ SINGLE
LEVER FAUCET
DW
FILLER AS REQ'D
30"
18"
36"
7'‐0"
UNIT ENTRY
DOOR
W2430
B24
W361524
W2430
W3618
W2430
W3012
MW / HOOD
SLIDE‐IN RANGE
/ OVEN
PLAM
COUNTERTOP
SLS36
SB36
SS SINK W/ SINGLE
LEVER FAUCET
DW
REFR
FILLER AS REQ'D
36"
18"
30"
7'‐0"
W1530
W3012
W2430
W361524
REFR
MW / HOOD
SLIDE‐IN RANGE
/ OVEN
B4D15
PLAM
UNIT ENTRY
DOOR
FILLER AS REQ'D
FILLER AS REQ'D
15"
69"
7'‐0"
W3012
W2430
W3618
W2430
W361524
REFR
PLAM
COUNTERTOP
DWSB36
SS SINK W/ SINGLE
LEVER FAUCET
SLS36SLIDE‐IN RANGE
/ OVEN
MW / HOOD
FILLER AS REQ'D
7'‐0"
30"
18"
36"
ENLARGED FLOOR PLAN NOTES
1.ALL INTERIOR UNIT PLAN DIMENSIONS ARE FROM FACE OF BARE STUD TO FACE
OF BARE STUD, U.N.O. (UNLESS NOTED OTHERWISE).
2.ALL INTERIOR WALLS TO GO TO STRUCTURE ABOVE, U.N.O.
3.ALL DIMENSIONS PROVIDED FOR WALLS BATHROOM TUBS AND SHOWERS ARE
TO BE VERIFIED WITH FIXTURE MANUFACTURER.
4.VERIFY TYPE A UNITS WITH SITE PLAN
5.PROVIDE GRAB BARS PER ACCESSIBILITY DETAILS @ UNIT 2101
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:12 PM
A401
ENLARGED SCALE UNIT
PLANS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/4" = 1'‐0"
1 MODEL A
SCALE: 1/4" = 1'‐0"
4 MODEL B
SCALE: 1/4" = 1'‐0"
7 MODEL C
SCALE: 1/4" = 1'‐0"
10 MODEL D
SCALE: 3/8" = 1'‐0"
2 MODEL A KITCHEN 1
SCALE: 3/8" = 1'‐0"
3 MODEL A KITCHEN 2
SCALE: 3/8" = 1'‐0"
5 MODEL B KITCHEN 1
SCALE: 3/8" = 1'‐0"
6 MODEL B KITCHEN 2
SCALE: 3/8" = 1'‐0"
8 MODEL C KITCHEN 1
SCALE: 3/8" = 1'‐0"
9 MODEL C KITCHEN 2
SCALE: 3/8" = 1'‐0"
11 MODEL D KITCHEN 1
SCALE: 3/8" = 1'‐0"
12 MODEL D KITCHEN 2
UNITS 1102, 1104, 1106, 2102, 2106, 3110, 4104, 4106,
AND 4108 ARE TYPE 'B' ACCESSIBLE. DIMENSIONED
CLEARANCES REFER TO THESE UNITS.
UNITS 1103, 1105, 2103, 2105, 2107, 3102, 3103, 4101,
4103, 4105, 4107, AND 4111 ARE TYPE 'B' ACCESSIBLE.
DIMENSIONED CLEARANCES REFER TO THESE UNITS.
UNITS 3108, 4102, 4110, AND 4112 ARE TYPE 'B' ACCESSIBLE.
DIMENSIONED CLEARANCES REFER TO THESE UNITS.
UNITS 1101, 3101, AND 3107 ARE TYPE 'B' ACCESSIBLE.
DIMENSIONED CLEARANCES REFER TO THESE UNITS.
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
E4
X3'‐0"7'‐0"
X
3'‐0"
8'‐0"
X3'‐0"7'‐0"
1
9 3 3
REFRDW
RANGE
AHU
WH
W/D
DOOR ID VARIES
BY BLDG & FLOOR
DOOR ID
VARIE
S
BY BLDG & FLOOR
DOOR ID VARIES
BY BLDG & FLOOR
KITCHEN UTILITIES
LIVING / DINING AREA BEDROOM MASTER BEDROOM
WIC
MASTER BATHBATH
COATS
PATIO STORAGE
A4022
3
W1A
W5
W5
W1A
W4W4
W3
W3
W3
W4
W4
W4W4
W4A
W4
W4
W4
W4
12'‐2 1/2"‐5'‐9"‐5'‐8"‐10'‐2"
34'‐8"
5'‐6 1/4"
‐
2'‐10"
1'‐6"
10'‐10 1/2"
21'‐0 1/4"
9'‐2"4'‐4 1/2"‐11'‐8"‐2'‐1"‐10'‐3"
3'‐8 1/2"
‐
5'‐8"
4'‐0 1/2"
‐
10'‐10 1/2"
6'‐10 1/4"
‐
1'‐10"
3'‐6 1/2"
8'‐6"
9'‐10 1/4"
3'‐9"3'‐9"
‐
2'‐1"
7'‐9 1/4"
W4
16" SH & R
AP01
AP01
AP13
AP02
AP02
16" SH & R
AP11
8'‐0"
5'‐0"
ALL PATIO RAILS 42" A.F.F
OSB SHEATHING & PT
CLOSETX
5'‐0"
7'‐0"
9 3/4"
9 3/4"
PATIO VARIES BY FLOOR
MW/HOOD
VS6D48B
VS6D48B
W1830 W2430
W3012
W1530
MW / HOOD
SLIDE‐IN RANGE
/ OVEN B4D15
DW
SS SINK W/ SINGLE
LEVER FAUCET
PLAM
COUNTERTOP
SLS36
FILLER AS REQ'D
36"
18"
30"
UNIT ENTRY
DOOR
7'‐0"
W361524
W1830
W3618
W2430
W3012
MW / HOOD
SLIDE‐IN RANGE
/ OVENSLS36
SS SINK W/ SINGLE
LEVER FAUCET
PLAM
COUNTERTOP
SB36
DW
W1830
B12
REFR 7'‐0"
36"
18"
30"
FILLER AS REQ'D
MODEL AA
W5
2 2
4
8'‐4"5 1/2"2'‐10"‐11'‐8"
‐
14'‐8 1/2"
5 1/2"
8'‐0"
9'‐10 1/2"
‐
5'‐2"
‐
11'‐7 1/2"‐11'‐8"
‐
1'‐11"
‐
1'‐10"
9'‐3 1/2"
2'‐1"
AP03
AP11
AP02
AP01
W4
W4
W4A
W3
W3
E4
W4
W4
W4
W4
X
4'‐0"
7'‐0"X
5'‐0"
7'‐0"
TYPE A
FRONT
LOADING
WASHER
FRONT
LOADING
DRYER
DINING / LIVING AREA
KITCHEN
BEDROOM
BATH
AHU
CLOSET
12" SH & R
16" SH & R
CLOSET
A402
7
5
D O O R ID VARIES
BY BLD G & FLO O R
DOOR ID
VARIE
S
BY BLDG & FLOOR
DOOR ID VARIES
BY BLDG & FLOOR
X3'‐0"7'‐0"
X
3'‐0"
8'‐0"
X
3'‐0"
7'‐0"
MODULAR TUB
SURROUND
STORAGE PATIO
OSB SHEATHING & PT
ALL PATIO
RAIL
S = 42" A.F.F
.
REFR RANGE
MW
DW
VS
B
3
6
B
H
C
R
F
HOOD
WH ABOVE
ø 5'‐0"
30"x48"
MODEL CA
E1
E1 E1
3'‐3 1/2"4'‐0"3'‐0"
E1E1E1
W5
11'‐10 1/4"
9'‐7 1/2"
2'‐10"2
2
33
8
5'‐6 1/4"
‐
15'‐2 1/2"
10'‐0"12'‐6"‐1'‐10"2'‐2"6'‐10 1/2"
10'‐0 1/2"‐5'‐9 1/2"‐6'‐3 1/2"‐10'‐8"
4'‐0 1/2"
3'‐10"
‐
5'‐6 1/2"
5 1/2"
8'‐0"
9'‐8"
‐
3'‐9"
‐
2'‐4 1/2"
7'‐5 3/4"
8'‐10 1/4"
‐
1'‐10"
10'‐0 1/2"
AP12
AP01
AP12
AP02AP01
AP02
X
4'‐0"
7'‐0"
X
5'‐0"
7'‐0"
MASTER BEDROOM
CLOSET
MASTER BATH
BATH
COATS
BEDROOM LIVING / DINING AREA
KITCHEN
UTILITIES
PATIOSTORAGE
DW
RANGE
WH
AHU
FRONT LOADING
WASHER
REFR
DOOR ID VARIES
BY BLDG & FLOOR
DOOR ID
VARIE
S
BY BLDG & FLOOR
ALL PATIO RAILS 42" A.F.F
DOOR ID VARIES
BY BLDG & FLOOR
FRONT LOADING
DRYER
CLOSET
X3'‐0"7'‐0"
X
3'‐0"
8'‐0"
X3'‐0"7'‐0"
TYPE A
MW
16" SH & R
16" SH & R
12" SH & R
A402
9
8
16" SH
MODULAR TUB
SURROUND
36X36 ROLL‐IN
HOOD
VRF48
VS6D48B
ø 5'‐0"
30"x48"
30"x48"
30"x48"
ENLARGED FLOOR PLAN NOTES
1.ALL INTERIOR UNIT PLAN DIMENSIONS ARE FROM FACE OF BARE STUD TO FACE
OF BARE STUD, U.N.O. (UNLESS NOTED OTHERWISE).
2.ALL INTERIOR WALLS TO GO TO STRUCTURE ABOVE, U.N.O.
3.ALL DIMENSIONS PROVIDED FOR WALLS BATHROOM TUBS AND SHOWERS ARE
TO BE VERIFIED WITH FIXTURE MANUFACTURER.
4.VERIFY TYPE A UNITS WITH SITE PLAN
5.PROVIDE GRAB BARS PER ACCESSIBILITY DETAILS @ UNIT 2101
PLAM
COUNTERTOP
UNIT ENTRY
DOOR
34"
OPEN BELOW
34"
RANGE HOOD
CONTROL
34"
14"
36"
84"
W3936
W3018
W1836
B4D18
FRONT
CONTROL
RANGEA.D.W.
W2436
SS SINK W/ SINGLE
LEVER FAUCET
PLAM
COUNTERTOP
MW
RANGE HOOD
OPEN BELOW
FILLER AS REQ'D
END PANEL ‐ COUNTERTOP SUPPORT
UNIT ENTRY
DOOR
RANGE HOOD
CONTROL
FILLER AS REQ'D
END PANEL ‐ COUNTER SUPPORT
W361524
W2436
W3624
W2436
W3018
RANGE HOOD
FRONT
CONTROL
RANGE
SS SINK W/ SINGLE
LEVER FAUCET
PLAM
COUNTERTOP
A.D.W.
REFR
SB36BHCRF
36"
14"
34"
84"
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:14 PM
A402
ENLARGED SCALE UNIT
PLANS
LI
O
N
'
S
RI
D
G
E
AP
A
R
T
M
E
N
T
HO
M
E
S
12
6
5
N.
Fr
o
n
t
a
g
e
Ro
a
d
We
s
t
To
w
n
of
Va
i
l
,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/4" = 1'‐0"
1 MODEL E
SCALE: 3/8" = 1'‐0"
2 MODEL E KITCHEN 1
SCALE: 3/8" = 1'‐0"
3 MODEL E KITCHEN 2
SCALE: 1/4" = 1'‐0"
4 MODEL A TYPE A
SCALE: 1/4" = 1'‐0"
6 MODEL C TYPE A SCALE: 3/8" = 1'‐0"
5 MODEL AA KITCHEN 1
SCALE: 3/8" = 1'‐0"
7 MODEL AA KITCHEN 2
SCALE: 3/8" = 1'‐0"
8 MODEL CA KITCHEN 1
SCALE: 3/8" = 1'‐0"
9 MODEL CA KITCHEN 2
UNITS 2101 AND 4109
UNITS 1107 AND 3105
UNITS 1108 AND 2108 ARE TYPE 'B' ACCESSIBLE.
DIMENSIONED CLEARANCES FEFER TO THESE UNITS.
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
UPUP
DNDN
UPUP
8"7'‐5 1/2"8"
E1
E1
W5W1A
8'‐6"
W5W5
3'‐9 1/2"3'‐8"
5'‐5"
4 1/2"
4'‐0"
4'‐0"
4'‐0"
4'‐0"
4 1/2"
12'‐0"
3'‐9 3/4"
2'‐10 1/2"
2'‐10 1/2"
TO BOTTOM RIS
ER
11'‐9 7/16"
5
A403
1ST FLOOR ENTRY @ GRADE
RECESS SLAB
FOOT GRATE ‐
TYP.
COMPOSITE WOOD /FIBER
VERTICAL SLATS
UNIT ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
8x8 POST ‐ SEE STRUC.
5/4" TREX TRANSCEND
TREEHOUSE ‐ TYP.
E1
W5
W1A
W5 W5
5'‐6 1/16"
16'‐6"
5'‐7"
5'‐5"
4 1/2"
4'‐0"
4'‐0"
4'‐0"
4'‐0"
4 1/2"
5'‐5 1/16"
3'‐9 1/2"3'‐8"
2'‐10 1/2"
2'‐10 1/2"
8'‐6"
5
A403
COMPOSIT
E WOOD /FIB
ER VERTIC
AL SLATS
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
COMPOSITE WOOD /FIBER
HORIZONTAL SLATS & TOP RAIL
R @
6 29/32"
19
15
A403
E1
W5W1A
W5
E1
W5
8'‐6"
5'‐7 3/4"
16'‐5 1/4"
5'‐7"
5'‐5"
4 1/2"
4'‐0"
4'‐0"
4'‐0"
4'‐0"
4 1/2"
5'‐6"
2'‐10 1/2"
2'‐10 1/2"
3'‐9 1/2"3'‐8"
5
A403
COMPOSIT
E WOOD /FIB
ER VERTIC
AL SLATS W/ TOP RAIL
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
COMPOSITE WOOD /FIBER
HORIZONTAL SLATS W/ TOP RAIL
15
A403
5
A403
48X22 ATTIC ACCESS
PANEL @ EA 4 UNITS
SEE DETAIL (10/A502)
5/8" GWB OVER 1/2" RESILIENT
CHANNEL @ 12" O.C. CEILING
SYSTEM
W5W5
W1A
W1A
W5
W1A
W5
DRAFTSTOPPING ACCESS
DOOR W/ CLOSER ABOVE
IN ATTIC SPACE ‐ SEE
DETAIL (2/A601)
1 HOUR RATED ACCESS
PANEL ABOVE IN ATTIC
SPACE ‐ SEE DETAIL (1/A601)
FIN
IS
HED CEILING
9'‐0"
T.O. JST ‐
T.O
. JST
10'‐9 7/8"
UNFIN
FLOOR ‐
T.O
.J
ST
10'‐9 7/8"
5'‐5"4 1/2"4'‐0"4'‐0"4'‐0"4'‐0"4 1/2"5'‐3 1/4"
R @ 6 27/32"19
R @ 6 29/32"19
A.F
.F
.
3'‐6"
UNIT ENTRY
DOOR
UNIT ENTRY
DOOR
UNIT ENTRY
DOOR
UNIT ENTRY
DOOR
UNIT ENTRY
DOOR
UNIT ENTRY
DOOR
F3
F3
16'‐5"
W5
W5
W5
15
A403
TOP OF DECKING
21'9"
TOP OF DECKING
10' 11 1/8"
A403
12
A403
13
A301
4
A403
14
4x4 POST ‐ TYP.
NON‐SKID STAINED CONCRETE ‐ STANDARD COLOR BY ARCHITECT
POST CONNECTOR ‐ TYP.
CLOSED STRINGER
@ CUT END OF TREADS ‐ TYP.
A403
11
5/4" FIBER COMPOSITE DECKING ‐ TYP.
COLOR FROM STANDARD COLORS
11"7'‐5 1/2"8"
W1A
W2
E1E5E1
3112A
2
W5
1ST FLOOR ENTRY @ GRADE
COMPOSIT
E WOOD /FIB
ER
VERTIC
AL SLATS
UNIT
ENTRY ‐
TYP
7'‐6"
4 1/2"
4'‐0"
4'‐0"
4'‐0"
4'‐0"
4 1/2"
12'‐0"
TO BOTTOM RIS
ER
12'‐1"
3'‐9 1/2"3'‐8"
RECESS SLAB FOOT
GRATE ‐ TYP.
5'‐0"
5'‐5 1/2"
UNIT
ENTRY ‐
TYP
1'‐6"
R @
6 27/32"
19
E4
10
A403
MECHANICAL CHASE
5/4" TREX TRANSCEND
TREEHOUSE ‐ TYP.
8x8 POST ‐ SEE STRUC.
E5E1E1
10
STAIRS
3212
COMPOSIT
E WOOD /FIB
ER VERTIC
AL SLATS
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
COMPOSITE WOOD /FIBER
HORIZONTAL SLATS & TOP RAIL ‐
42" HT TYP
6'‐7"
5'‐6"
16'‐7"
7'‐7"
7'‐6"
4 1/2"
4'‐0"
4'‐0"
4'‐0"
4'‐0"
4 1/2"
5'‐5"
3'‐9 1/2"3'‐8"
E4W2
W5
R @
6 27/32"
19
10
A403
E1E5E1
10
COMPOSIT
E WOOD /FIB
ER VERTIC
AL SLATS W/ TOP RAIL
‐
42 HT TYP.
UNIT
ENTRY ‐
TYP
UNIT
ENTRY ‐
TYP
COMPOSITE WOOD /FIBER
HORIZONTAL SLATS W/ TOP RAIL
‐ 42" HT TYP.
E4
W2
W5
6'‐6 15/16"
5'‐5 1/16"
4 1/2"
8'‐0"
4'‐0"
4'‐0"
4 1/2"
7'‐6"
3'‐9 1/2"3'‐8"
TOP RIS
ER
7'‐7"
10
A403
W2
W5
W1A
W1A
E4
W2
10
A403
1'‐10"
4'‐0"
A502
10
48X22 ATTIC ACCESS
PANEL @ EA 4 UNITS
5/8" GWB OVER 1/2" RESILIENT
CHANNEL @ 12" O.C. CEILING
SYSTEM
7'‐6"4 1/2"4'‐0"4'‐0"4'‐0"4'‐0"4 1/2"5'‐3 1/4"6'‐8 3/4"
T.O. JST TO TRUSS BEARIN
G
9'‐1 1/8"
T.O JST ‐
T.O JST
10'‐9 7/8"
UNFIN
FLOOR TO T.O
JST
10'‐9 7/8"
F3
F3
R @ 6 27/32"19
R @ 6 27/32"19
CHASE CAVITY
16'‐6"
E4
TOP OF DECKING
21'‐9"
TOP OF DECKING
10' 11 1/8"
10'‐11 1/8"
A403
11
A403
12
A403
13
A403
14
A301
4 Sim
CLOSED STRINGER
@ CUT END OF TREADS ‐ TYP
4x4 POST ‐ TYP.
POST CONNECTOR ‐ TYP.
5/4" FIBER COMPOSITE DECKING ‐ TYP.
COLOR FROM STANDARD COLORS
NON‐SKID STAINED CONCRETE ‐ STANDARD COLOR BY ARCHITECT
3'‐6"
1 1/
2
"
1 1/
2
"
1 1/
2
"
1 1/
2
"
1 1/
2
"
1 1/
2
"
1 1/
2
"
2"
5/4X5 1/2 COMPOSITE BOARD
CAP
5/4X3 1/2 COMPOSITE BOARD
HORIZONTAL RAIL
2" DIA WOOD RAILING
1/2" GAP CLEAR TO WALL
FLOOR SYSTEM @ STAIRS
4X4 POST
PROVIDE TRIM DECKING AT EDGE
OFF END CUT DECK BOARDS ‐ TYP.
11 3/16"1"
2x DECKING TREADS
WOOD STRINGER ‐ TYP
SEE STRUCTURAL
11 3/16"1"
SEE STRUCTURAL
FOR FRAMING INFO
5/4" RISER TYP.
2x DECKING TREADS
5/4" RISER TYP.
SEE STRUCTURAL FOR
FRAMING INFO
11"1"
5/4" FIBER COMPOSITE
DECKING
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:23 PM
A403
ENLARGED SCALE STAIR
PLANS
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6
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To
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CO
81
6
5
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14LION‐00‐01
crd
2014.03.14
SCALE: 1/4" = 1'‐0"
1 1ST FLOOR
SCALE: 1/4" = 1'‐0"
2 2ND FLOOR
SCALE: 1/4" = 1'‐0"
3 3RD FLOOR
SCALE: 1/4" = 1'‐0"
4 RCP
SCALE: 1/4" = 1'‐0"
5 SECTION THROUGH STAIRS ‐ TYPICAL
SCALE: 1/4" = 1'‐0"
6 1ST FLOOR
SCALE: 1/4" = 1'‐0"
7 2ND FLOOR
SCALE: 1/4" = 1'‐0"
8 3RD FLOOR
SCALE: 1/4" = 1'‐0"
9 RCP
STAIRS @ FIRE WALLSTAIRS @ FIRE WALLSTAIRS @ FIRE WALLSTAIRS @ FIRE WALL TYPICAL STAIRSTYPICAL STAIRSTYPICAL STAIRSTYPICAL STAIRS
SCALE: 1/4" = 1'‐0"
10 SECTION THROUGH STAIRS @ FIRE WALL
SCALE: 1/2" = 1'‐0"
11 RAILING @ CORRIDORS
SCALE: 1" = 1'‐0"
12 STAIRS @ CONCRETE FLOOR
SCALE: 1" = 1'‐0"
13 TERMINATION @ LANDING
SCALE: 1" = 1'‐0"
14 1ST RISER @ LANDING
BLDG 3 BLDG 3 BLDG 3 BLDG 3
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
01‐FP UPPER
100'‐0"
01‐FP LOWER
98'‐0"
2" C‐TRACK POWER DRIVEN FASTENER 24" O.C.
(2) LAYERS 1" GYP BD SHAFT LINER PANELS
‐ 2 HR RATED
1" AIR SPACE EACH SIDE
FIBERGLASS BATT INSULATION
2x4 WOOD STUD WALL ‐ SEE STRUCTURAL
5/8" GWB TYPE "X"
0‐TOW LOWER
97'‐8"
0‐TOW UPPER
99'‐8"
11"
5/8" GWB TYPE "X" TAPE AND FINISH
ALL JOINTS AND FASTENERS
2x4 WOOD STUD WALL, SEE STRUCTURAL
FIBERGLASS BATT INSULATION
1" AIR SPACE EACH SIDE
(2) LAYERS 1" GYP BD SHAFT LINER PANELS
IN MTL TRACK SYSTEM
CONT. ACOUSTICAL ISOLATION
AND SEALANT
LOOSE FILL INSULATION
F2F2
W2
ROUGH FLOOR
LOWER
ROUGH FLOOR
UPPER
2'
‐0"
DRAFTSTOPPING
1
1
(2) LAYERS 1" DENSGLASS SHAFT LINER
PANELS IN MTL TRACK SYSTEM
2x4 WOOD STUD WALL ‐ SEE STRUCTURAL
FIRE RETARDANT ROOF SHEATHING
TO 4'‐0" ON EITHER SIDE OF FIRE WALL
PER EXCEPTION 4, SECTION 706.6 2012 IBC
1x10 FASCIA
HARDIE SOFFIT CEDARMILL COLORPLUS
12" ‐ KHAKI BROWN
1'‐6"FIBER CEMENT SIDING ON 1/2" OSB SHEATHING
TRUSS
FIRE CAULK @ DECKING CONNECTION SEAM
SHINGLE ROOF OVER ICE & WATER SHIELD
T.O. SLAB
1'‐3 1/2"
SEE STRUC. FOR
FOUNDATION INFO
W1A1
ROUGH FLOOR
F2
1" GYPSUM FLOOR TOPPING
OVER 1/4" SOUND REDUCTION
MAT ‐ MIN. 2500 PSI
W1A
PROVIDE DRAFTSTOPPING
‐ SEE STRUCTURAL FOR
RIM BOARD INFORMATION
FLOOR SHEATHING
NO SEAM UNDER WALL
FIRE STOP ALL PENETRATIONS
AT EACH FLOOR
MECH PIPING AND DUCTS ‐ SEE MECH PLANS
NOTE: NO DAMPERS REQUIRED PER ICC
SECTION 717.5.4 EXCEPTION 4
1 HR RATED
1 HR RATED
1
TRUSS BEARING
TYP.
W1A
ENGINEERED WOOD TRUSSES @
24" O.C. W/ 5/8" OSB SHEATHING,
15# FELT PAPER, AND ASPHALT
SHINGLES, TYP.
DRAFTSTOPPING ‐
FIRE STOP ALL PENETRATIONS
R‐50 LOOSE FILL INSUL
R1
MECH PIPING AND DUCTS ‐ SEE MECH PLANS
NOTE: NO DAMPERS REQUIRED PER ICC
SECTION 717.5.4 EXCEPTION 4
1 HR RATED
1 HR RATED
1
R1
A201
4
1x10 TREX FASCIA
TRANSCEND TREEHOUSE
BRONZE COLORED ALUM GUTTER
3'‐0"
HEEL
1'‐1"
24" VENT BAFFLE BETWEEN
TRUSSES ‐ TYP.
ENGINEERED WOOD TRUSSES @ 24" O.C.W/ 5/8" OSB SHEATHING,
ICE & WATER SHIELD (THROUGHOUT ALL 3/12 AND 4/12 PITCHED
ROOFS,) AND ASPHALT SHINGLES, TYP.
4"
12"
VENTED HARDIE SOFFIT
CEDARMILL COLORPLUS 12"
‐ KHAKI BROWN
F2
1" GYPSUM FLOOR TOPPING
OVER 1/4" SOUND REDUCTION
MAT ‐ MIN 2500 PSI
ROUGH FLOOR
A201
4
SEE STRUCTURAL FOR RIM INFO
4" CONC SLAB
R‐10 RIGID INSUL
F1
T.O. SLAB
SILL GASKET
A502
2
8"
SEE STRUCTURAL DWGS
FOR FOUNDATION INFORMATION
STUCCO OVER VAPOR BARRIER
LAPPED OVER FLASHING 2"
VINYL/CARPET FLOOR FINISH
SEALED CONC @ STORAGE ROOMS
P.T. PLATE
GRADE ‐ SEE CIVIL
6"
HEEL
1'‐1"
3'‐0"
R1
A201
4
9"
12"
ENGINEERED WOOD TRUSSES @ 24" O.C.
W/ 5/8" OSB SHEATHING, 15# FELT PAPER (ICE &
WATER SHIELD @ PERIMETER 4' OF 9/12 ROOF,)
AND CLASS A ASPHALT SHINGLES, TYP.
24" VENT BAFFLE BETWEEN
TRUSSES ‐ TYP.
1x10 TREX FASCIA
BRONZE COLORED ALUM GUTTER
VENTED HARDIE SOFFIT
CEDARMILL COLORPLUS 12"
‐ KHAKI BROWN
2x10 SUBFASCIA
R1
HARDIE SOFFIT CEDARMILL
COLORPLUS 12"
‐ KHAKI BROWN
TYP
3'‐0"
SEE STRUCTURAL FOR FRAMING INFO
7/8" 24ga CORRUGATED MTL SIDING
W/ COOL DURATECHCOATING SYSTEM
‐ SEE ELEVATIONS FOR COLOR
TREX TRIM
AIR & WATER BARRIER OVER SHEATHING
ANDERSEN 100 WINDOW SYSTEM
‐ SEE ELEVATIONS FOR SIZE AND TYPE
PFSM METAL TRIM ‐ MATCH COLOR TO MTL SIDING
(2) LAYERS 1" GYP BD SHAFT LINER PANELS
1" AIR SPACE
2" H‐STUD
C‐SHAPED MTL TRACK SET IN SEALANT
NON COMBUSTIBLE SHEATHING (DENSGLASS)
@ 4'‐0" OF 2 HOUR FIRE RATED ASSEMBLY
FIRE CAULK SEAM
R‐10 RIGID INSUL
4" CONC SLAB
T.O. SLAB
6"FLASHING
VINYL/CARPET FLOOR FINISH
SEALED CONC @ STORAGE ROOMS
FOUNDATION WATERPROOFING
SILL GASKET
FOUNDATION WALL ‐ SEE STRUC.
5"
TREATED SILL
SEE STRUCT.
VARIES
1/2" TREATED PLYWOOD NAILER
ATTACHED TO CONC W/ CASE
HARDENED NAILS, ATTACH GYP
BD W/ 1" DRYWALL SCREWS
STUCCO OVER VAPOR BARRIER
LAPPED OVER FLASHING 2"
SEE STRUCTURAL DWGS
FOR FOUNDATION INFORMATION
8"
10x10 POST
2X CEDAR RIPPED DOWN TO APPROX
10 3/4" W/ SEMI TRANSPARENT
STAIN FINISH PER COLOR BOARD
5.5" HARDIETRIM 5/4 HZ RUSTIC GRAIN
CORNER BOARDS
2X4 CEDAR W/ SEMI
TRANSPARENT STAIN TO
MATCH POST LAG BOLTED TO
EXTERIOR WALL W/ 1/4"
SPACER/WASHER TO HOLD OFF
WALL1/4"
1/4"
1/4"1/4"
2X6 TREX SQUARE EDGE BOARD SLATS
ATTACHED W/ COUNTERSUNK TREX
RECOMMENDED FASTENERS IN 'GOLD'
COLOR TO BLEND INTO BOARD SLATS3 1/2"
2X6 TREX SQUARE EDGE
BOARD HAND RAIL ABOVE
4X4 CEDAR POSTS W/ SEMI
TRANSPARENT STAIN TO
MATCH POST W/ METAL
COLUMN BASE
32" MAX
32" MAX
SPACER/WASHER TO CREATE 1/4"
SPACE BETWEEN STUCCO & CEDARSTUCCO
EXTERIOR
STORAGE
1 1/2"9 1/4"1 1/2"
12 1/4"
E3
E2
3'‐6"
3 1/2"
12 1/4"
2X6 TREX SQUARE EDGE
BOARD SLATS
2X6 TREX SQUARE
EDGE BOARD HAND
RAIL
GAP TYP.
1 1/2"
5 1/2"
5/16"
4X4 CEDAR POST W/
SEMI TRANSPARENT
STAIN TO MATCH POST
METAL COLUMN BASE
10X10 SUPPORT COLUMN
WRAPPED W/ 2X12 RIPPED
CEDAR W/ SEMI TRANSPARENT
STAIN FINISH PER COLOR BOARD
1 1/2"
7/8"
5/8"3 1/2"5/8"
7/8"
WEATHER BARRIER LAPPED OVER
FLASHING BELOW
FLASHING CAP
7/8" 24ga CORRUGATED MTL SIDING
W/ COOL DURATECH COATING SYSTEM
‐ SEE ELEVATIONS FOR COLOR
5/8" OSB SHEATHING
PRE‐FORMED SHEET METAL FLASHING,
COLOR TO MATCH METAL SIDING
TREX DECKING
2x RIM BOARD
2x BLOCKING
TREATED FRAMING ‐ TYP.
SEE STRUCTURAL FOR FRAMING INFO
1' ICE & WATER SHIELD OVER PFSM ‐
COLOR TO MATCH STUCCO
EXPOSED FASTENER
6 1/2"
6 1/2"
1 1/2"
7/8"
5/8"3 1/2"5/8"
7/8"
WEATHER BARRIER LAPPED OVER
FLASHING BELOW
FLASHING CAP
7/8" 24ga CORRUGATED MTL SIDING
W/ COOL DURATECH COATING SYSTEM
‐ SEE ELEVATIONS FOR COLOR
5/8" OSB SHEATHING
EXPOSED FASTENER
TREX DECKING
PRE‐FORMED SHEET METAL FLASHING
‐ COLOR TO MATCH METAL SIDING
2x RIM BOARD
2x BLOCKING
TREATED FRAMING ‐ TYP.
SEE STRUCTURAL FOR FRAMING INFO
TREX TRIM ‐ TYP.
1' ICE & WATER SHIELD OVER PFSM
2x RIM BOARD
2x BLOCKING
SEE STRUCTURAL
FOR CONNECTION
WOOD POST WITH TRIM
‐ SEE PLAN DETAIL
3/4"
1/2"3 1/2"1/2"
3/4"
6"
FLASHING CAP
5/8" OSB SHEATHING
WEEP
1 1/2"
ONE COAT STUCCO SYSTEM
‐ COLORS AS DESIGNATED
TREATED FRAMING ‐ TYP.
SEE STRUCTURAL FOR FRAMING INFORMATION
1' ICE & WATER SHIELD OVER PFSM
‐ COLOR TO MATCH STUCCO
W5
ROUGH FLOOR
F2
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:34:15 PM
A501
ARCHITECTURAL DETAILS
LI
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Fr
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We
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To
w
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of
Va
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,
CO
81
6
5
7
14LION‐00‐01
dmk
2014.03.14
SCALE: 1" = 1'‐0"
1 2‐HR FIRE WALL @ FOUNDATION
SCALE: 1" = 1'‐0"
2 2‐HR FIRE WALL @ FLOOR JOISTS
SCALE: 1" = 1'‐0"
3 2‐HR FIRE WALL @ ROOF
SCALE: 1" = 1'‐0"
5 WALL W1A @ FOUNDATION
SCALE: 1" = 1'‐0"
6 WALL W1A @ FLOOR JOISTS
SCALE: 1" = 1'‐0"
7 WALL W1A @ ROOF TRUSS
SCALE: 1" = 1'‐0"
11 EXTERIOR WALL @ ROOF TRUSS
SCALE: 1" = 1'‐0"
10 EXTERIOR WALL @ FLOOR JOISTS
SCALE: 1" = 1'‐0"
9 EXTERIOR WALL @ FOUNDATION
SCALE: 1" = 1'‐0"
12 EXTERIOR WALL @ ROOF TRUSS
SCALE: 1" = 1'‐0"
8 LOOKOUT FRAME EAVE DETAIL
SCALE: 1" = 1'‐0"
14 CORRUGATED MTL PANEL SECTION
SCALE: 1" = 1'‐0"
4 2‐HR FIRE WALL PLAN DETAIL
SCALE: 1" = 1'‐0"
13 EXTERIOR WALL @ FOUNDATION
SCALE: 1" = 1'‐0"
15 TREX RAIL @ LOWER LEVEL PATIO
SCALE: 1" = 1'‐0"
16 TREX RAIL @ LOWER LEVEL PATIO SECTION
SCALE: 1 1/2" = 1'‐0"
17 MTL GUARD RAIL W/ STUCCO
SCALE: 1 1/2" = 1'‐0"
18 MTL GUARD RAIL W/ WOOD FASCIA
SCALE: 1 1/2" = 1'‐0"
19 BALCONY COLUMN TO STUCCO WALL
SCALE: 1" = 1'‐0"
20 STAIR WALL @ FLOOR JOISTS
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
WOOD WALL FRAMING
APPROVED EXTERIOR SHEATHING
APPROVED WEATHER RESISTIVE BARRIER
‐ 2 LAYERS TYPICAL
APPROVED LATH/MESH
BASE/BROWN/SCRATCH COAT
FINISH COAT ‐ SEE ELEVATIONS FOR COLOR
APPROVED WEEP ACCESSORY ‐ CONTINUOUS
FINISH COAT
BASE/BROWN/SCRATCH COAT
APPROVED LATH / MESH
APPROVED WEATHER RESISTIVE BARRIER ‐ 2 LAYERS TYPICAL
OVER SELF ADHERING ICE & WATER SHIELD
@ 3' BASE OF WALL ‐ TYPICAL
LAP WEATHER RESISTIVE BARRIER OVER
APPROVED EXTERIOR SHEATHING
INSULATION IN ALL VOIDS (WHERE OCCURS)
P.T. PLATE
APPROVED WEEP ACCESSORY ‐ CONTINUOUS
FOUNDATION / SLAB
SEE NOTE 1
MIN2"
NOTE:
4" MIN. ABOVE GRADE, 2" MIN ABOVE PAVED SURFACES / HARDSCAPE, OR AS SPECIFIED BY LOCAL CODE
WRAP ICE & WATER SHIELD ON EDGE OF SHEATHING
OVER BASE FLASHING
FINISH COAT ‐ COLOR TO BE DETERMINED
BASE / BROWN / SCRATCH COAT
APPROVED WEEP ACCESSORY ‐ CONTINUOUS
FLASHING NO. 3, EXTEND BEHIND WEEP ACCESSORY ‐
CONTINUOUS
DECK BOARDS
FLASHING NO. 2 , EXTEND BEHIND FLASHING
NO. 3, 3" MIN.
WOOD SUPPORT STRIP
DECK FRAMING LEDGER
FLASHING NO. 1, EXTEND BEHIND FLASHING
NO. 2, 3" MIN.
APPROVED EXTERIOR SEALANT
APPROVED LATH / MESH
APPROVED WEATHER RESISTIVE BARRIER
‐ 2 LAYERS TYPICAL
APPROVED EXTERIOR SHEATHING
2" MIN.
3 1/4" MIN.
1/4" MIN.
INSULATION IN ALL VOIDS (WHERE OCCURS)
EXTERIOR WOOD WALL FRAMING
APPROVED EXTERIOR SHEATHING
APPROVED WEATHER RESISTIVE BARRIER
‐ 2 LAYERS TYPICAL
APPROVED CONTROL JOINT ACCESSORY
APPROVED LATH / MESH
BASE / BROWN / SCRATCH COAT
FINISH COAT ‐ COLOR TO BE DETERMINED
NOTES:
1.RESTRICT USE OF THIS DETAIL TO AREAS WHERE MINIMAL MOVEMENT IS ANTICIPATED
2.ANTICIPATED MOVEMENT WILL USE AN EXPANSION JOINT DETAIL
3.AESTHETIC JOINTS MAY BE INSTALLED OVER LATH/MESH AND WIRE TIE
INSULATION IN ALL VOIDS ( WHERE OCCURS)
APPROVED SHEATHING
APPROVED WEATHER RESISTIVE BARRIER
‐ 2 LAYERS TYPICAL
BASE/BROWN/SCRATCH COAT
APPROVED EXPANSION JOINT ACCESSORY
FINISH COAT ‐ COLOR TO BE DETERMINED
WOOD FRAMING
VERTICAL EXPANSION JOINT
W/ APPROVED EXPANSION
JOINT ACCESSORY
VERTICAL EXPANSION JOINT
W/ BACKER ROD & SEALANT
NOTES:
‐OPTIONAL FLASHING MEMBRANE MAY BE USED BEHIND THE EXPANSION JOINT
‐DETAILS FOR USE WHEN RECOMMENDED BY MANUFACTURER
EXPANSION JOINT @ FLOOR LINE
APPROVED CASING BEAD
APPROVED ROD & SEALANT
CORNER AID
FINISH COAT ‐ COLOR TO BE DETERMINED
APPROVED LATH / MESH
BASE / BROWN / SCRATCH COAT
APPROVED WEATHER RESISTIVE BARRIER
‐ 2 LAYERS TYPICAL
APPROVED EXTERIOR SHEATHING
WOOD WALL FRAMING
FINISH COAT ‐ COLOR TO BE DETERMINED
BASE/BROWN/SCRATCH COAT
APPROVED MESH / LATH
WINDOW UNIT
WOOD WALL FRAMING
APPROVED WEATHER RESISTIVE BARRIER ‐ 2 LAYERS TYPICAL
INSULATION ALL VOIDS (WHERE OCCURS)
WINDOW UNIT
MEMBRANE FLASHING
APPROVED EXTERIOR SHEATHING
APPROVED SEALANT AND CLOSED CELL BACKER ROD
APPROVED CASING ACCESSORY
WINDOW UNIT
SILL
HEAD
JAMB
OPTIONAL
BACKER ROD &
SEALANT
PFSM DRIP EDGE ‐ MATCH WINDOW COLOR
1 1/2" STUCCO BAND ‐ SEE ELEVATIONS FOR HEIGHT AFF
1 COAT STUCCO SYSTEM ‐ COLORS AS
DESIGNATED ON ELEVATIONS
FLASHING
CEMENTIOUS FIBER BOARD SIDING W/ 5" OR 7"
REVEAL ‐ COLORS AS DESIGNATED
SHEATHING ‐ SEE STRUCTURAL
BLDG WRAP
FOAM PLANT‐ON
E3
E1/2
VARIE
S
HEIGHT AFF
7 1/2"
1'‐10 1/2"
1/2" OSB SURROUND TO RETAIN
INSULATION ‐ CONFIRM HEIGHT
LAMINATE 4 LAYERS 2" EXTRUDED
RIGID INSULATION ON 1/2"
PLYWOOD OVER 5/8" GWB
ACCESS PANEL
RETURN DRYWALL 2" W/ J‐
CHANNEL TO SUPPORT
ACCESS PANEL
CORNER AID ALL AROUND @
OPENINGNOTE:
R‐50 BLOWN ATTIC INSULATION NOT SHOWN FOR CLARITY
O.C.
WOOD TRUSSES
2'‐0"
WOOD ROOF TRUSSES TYPICAL ‐ SEE STRUCTURAL SHEETS
5/8" GWB DRAFT STOPPING ONE FACE OF TRUSS FROM CEILING
TIGHT TO ROOF DECK ABOVE ‐ INSTALLED BY DRYWALL
CONTRACTOR
SEE ROOF FRAMING & ROOF PLANS FOR DRAFT STOP LOCATIONS IN EACH BUILDING
R50 BLOWN‐IN INSULATION
5/8" GWB OVER 1/2" RC CEILING TYPICAL
ROOF SHEATHING
PREFIN MTL VENT CAP
LAP SEALANT
STAINLESS STEEL CLAMPING RING
PRE‐MOLDED PIPE STACK BOOT
‐ PAINT SAME COLOR AS ROOF
LAP SEALANT
ASPHALT SHINGLES
ROOF SHEATHING
TRUSS SPACE
CASING /
CHAIR RAIL
BASE STOP SHOE HANDRAIL
7/16"
3/4"
7/16"
1 3/8"
7/16"
3 1/4"
7/16"
3 1/4"
NOTE:
TRIM PROFILES SHOWN ARE THE TYPICAL PROFILES WHERE REQUIRED FOR SPECIFIC APPLICATIONS
ALT BID:
AT THE SUPPLIERS OPTION , 9/16" OR 1/2" CASING AND BASE TRIM MAY BE BID ‐ SO STATE ON THE BID FORM
2"
VARIES ‐ SEE PLAN
LINEN SHELVES IN
LAUNDRY ROOM
16" DEEP PLASTIC COATED WIRE LINEN
SHELVES UNO ON THE FLOOR PLANS.
44"
14"
14"
72"
VARIES ‐ SEE PLAN
COAT SHELF 20"
12" DEEP PLASTIC COATED WIRE LINEN
SHELVES UNO ON THE FLOOR PLANS.
69"
3"
NOTE:
REFER TO
MANUFACTURER'S
INSTRUCTIONS FOR FOR
FASTENING MATERIALS,
SPACING AND DEVICES
FOR INSTALLATION
72"
1 SHELF CONDITION SHOWN (20" DEEP SHELVES)
‐ REFER TO FLOOR PLANS FOR LOCATIONS
3 SHELF CONDITION SHOWN (16" DEEP SHELVES)
‐ REFER TO FLOOR PLANS FOR LOCATIONS
12" PLASTIC COATED
WIRE SHELVING W/ FREE
SLIDE HANGINB BAR IN
BEDROOM CLOSET ‐ TYP.
PLASTIC LAMINATE COUNTERTOP W/ BULLNOSE
EDGE, COVED BACKSPLASH AND SIDE SPLASHES
OVER HIGH DENSITY PARTICLE BOARD WHERE
NOTED ON PLANS
SCRIBE STRIPE PER BRUCE
FINISHED FRAMED WALL
MIN 3" WIDE SPACERS FRONT & BACK
CABINET UNIT BELOW
1" MIN. OVERHANG
VARIES ‐ SEE PLANS
8'‐0" NOMIN
AL
TYPICAL WHERE 2 SHELVES & RODS ARE SHOWN ON FLOOR PLANS
6'‐8"
12" PLASTIC COATED WIRE SHELVING W/ FREE
SLIDE HANGING BAR IN BEDROOM CLOSET TYPICAL
LOWER (2ND) 16" PLASTIC COATED WIRE
SHELVING W/ FREE SLIDE HANGING BAR IN
BEDROOM CLOSET @ DESIGNATED LOCATIONS
3'‐4"
EQ EQ
REFER TO MANUFACTUER'S INSTRUCTIONS FOR FASTENING
MATERIALS, SPACING AND DEVICES FOR INSTALLATION
VARIES ‐ SEE PLAN
6'‐5"
3"
VARIES ‐
SEE PLAN
14
A502
DROPPED HEADER ‐
DRYWALL WRAPPED
POLISHED CHROME OPEN/CLOSED
FLANGE ROD SUPPORTS
(@ EA. SIDE)
1‐5/16" DIA POLISHED
CHROME CURTAIN ROD
CURTAIN PANELS(2) ‐ WIDTH
VARIES PER OPENING ‐ VERIFY
ALL OPENING WIDTHS PRIOR
TO START
6'‐8"
DRYWALL RETURNS
@JAMBS/HEAD TYP.
EQ EQ
3"
VARIES ‐
SEE PLAN
2X BLOCKING
2X STUDS 16" OC
5/8" GWB
2X HEADER
POLISHED CHROME
CURTAIN ROD AND FLANGE
PROVIDE SOLID PLYWOOD BLOCKING AT BACKSIDE OF MODULE WALL
AS NEEDED TO PROVIDE CONTINUOUS SUPPORT TO WALL BLOCKING
‐ CAN BE INTEGRAL WITH MODULE
2X8 WOOD BLOCKING IN STUD WALL CENTERED ON GRAB BAR HEIGHT
FRAMED STUD WALL, SEE PLAN
5/8" TYPE 'X' 'MR' SPACING GWB ENTIRE WALL AT
PLUMBING PARTY WALLS
5/8" 'MR' GWB LAPPED OVER MODULE FLANGE @ TUB
WALLS ‐ CAULK ALL JOINTS WITH SILICONE
PREFORMED FIBERGLASS TUB/SHOWER MODULE
TREATED 2X WOOD BLOCKING OR METAL STUD TO ANCHOR MODULE
FLANGE
MODULE FLANGE
5/8" TYPE 'X' 'MR' SPACING GWB ENTIRE WALL AT
PLUMBING PARTY WALLS
5/8" 'MR' GWB LAPPED OVER MODULE FLANGE @ TUB
WALLS ‐ CAULK ALL JOINTS WITH SILICONE
PREFORMED FIBERGLASS TUB/SHOWER MODULE
TREATED 2X WOOD BLOCKING OR METAL STUD TO
ANCHOR MOUDLE FLANGE
MODULE FLANGE
FOOT GRILL SYSTEM @ COMMON ENTRY DOORS
‐ SEE SPECIFICATIONS
CONCRETE FLOOR SLAB ‐ SEE STRUCTURAL
RECESSED AREA OF SLAB TO
ACCOMMODATE FLOOR GRILL SYSTEM
1 3/4"
SEE PLANS FOR LOCATION & SIZE ‐ VERIFY DIMENSIONS & RECESS DEPTH OF FLOOR W/ MFR
STAINED CONCRETE
Sheet No.
Sheet Title
D
C
B
A
12345
D
C
B
A
12345
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:34 PM
A502
ARCHITECTURAL DETAILS
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14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1 1/2" = 1'‐0"
1 STUCCO OVER SHEATHING APPLICATION
SCALE: 1 1/2" = 1'‐0"
2 STUCCO TERMINATION @ FOUNDATION
SCALE: 1 1/2" = 1'‐0"
3 STUCCO TERMINATION @ DECK
SCALE: 1 1/2" = 1'‐0"
4 STUCCO TYPICAL CONTROL JOINT
SCALE: 1 1/2" = 1'‐0"
5 STUCCO TYPICAL EXPANSION JOINT
SCALE: 3" = 1'‐0"
6 STUCCO TYPICAL CORNER
SCALE: 1 1/2" = 1'‐0"
7 STUCCO TERMINATION @ WINDOWS
SCALE: 1 1/2" = 1'‐0"
8 STUCCO BAND PLANT‐ON & FLASHING
SCALE: 1 1/2" = 1'‐0"
10 ATTIC ACCESS PANEL
SCALE: 1 1/2" = 1'‐0"
11 ATTIC DRAFT STOP
SCALE: 1 1/2" = 1'‐0"
12 PIPE PENETRATION @ ROOF
SCALE: 6" = 1'‐0"
18 WOOD TRIM PROFILES
SCALE: 3/8" = 1'‐0"
15 CLOSET SHELVES
SCALE: 1 1/2" = 1'‐0"
17 COUNTERTOP FINISHING
SCALE: 1/2" = 1'‐0"
16 BEDROOM CLOSET SHELVES
SCALE: 1/2" = 1'‐0"
13 CLOSET ELEVATION ‐ TYP.
SCALE: 3/4" = 1'‐0"
14 CLOSET HEAD ‐ TYP.
SCALE: 1 1/2" = 1'‐0"
19 CONT. BLOCKING @ BATH MODULE
SCALE: 1 1/2" = 1'‐0"
20 MODULE FLANGE @ WALL
SCALE: 6" = 1'‐0"
9 DTL‐RECESSED ENTRY MAT EDGE
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
34 1/2"
24"
19" MAX
17" MIN
18"
6".
36" MIN. (24"
ALLOWED WHERE
ADJACENT
RECESSED FIXTURE
OR LIMITED WALL
SPACE DOES NOT
ALLOW 36" DIM.)
FRONT
FLUSH
CONTROLS ON
OPEN SIDE OF
WATER CLOSET
15 3/4"
WHERE TOILETS DO NOT HAVE
FULL SIDE WALLS (56" MIN.),
REINFORCING BEHIND TOILET
MUST BE ENLARGED TO
SUPPORT A FOLDING GRAB BAR
(SEE GRAB BAR BLOCKING
DETAIL)
NOTE:
GRAB BAR INSTALLATION TO BE MANDATORY AT TYPE 'A' ACCESSIBLE UNITS AND WHEDA UNITS. ALL UNITS TO
HAVE 42" GRAB BAR @ TOILET SIDE WALL AND 18" VERTICAL @ TUB/SHOWER. BLOCKING PER GRAB BAR
BLOCKING DETAIL TO BE INSTALLED AT ALL DWELLING UNITS.
FRONT ALTERNATE SIDE
8"
24"34 1/2"
42" MIN.12"
GRAB BAR
ADD APPROXIMATELY 2"
VARIES ‐ 24" MIN.
ADD APPROXIMATELY 2"
TO EACH SIDE OF CENTER
TO CENTER DIMENSION
TO EACH SIDE OF CENTER
TO CENTER DIMENSION
1 1/2"2 1/2"‐3"MOUNTING PLATE GRAB BAR
GRAB BAR DETAIL
32" MAX.
38" MIN.
24" MIN.
6" MAX.
38" MIN.
6" MAX.
6" MAX.
48" MIN.6" MAX.
32" MAX.
20" MIN.
38" MIN.
6"24" MIN.
6" MAX.
HEAD FOOTSIDE
LOCATION OF GRAB BAR REINFORCEMENTS (BLOCKING) FOR ADAPTABLE BATHTUBS
18"
6"
MIN.
12"
MIN.
24" *
32" MAX.
38" MIN.
12"42" MIN.
32" MAX.
38" MIN.
18"
24"40" MIN.
6"12"24"
32" MAX.
38" MIN.
*12" MIN. ALLOWED WHERE RECESSED FIXTURE IS
ADJACENT TO WATER CLOSET OR LIMITED WALL SPACE
DOES NOT PERMIT 24" MIN. DIM. (TYPE B UNITS ONLY)
SEE DETAIL BELOW FOR GRAB BAR INFORMATION
LOCATION OF GRAB BAR REINFORCEMENTS (BLOCKING) FOR ADAPTABLE WATER CLOSETS
**ADDITIONAL GRAB BAR REINFORCEMENT AT WATER
CLOSETS THAT DO NOT HAVE A FULL SIDE WALL (56" MIN.)
34"9"
MAX
12"
MIN
24"
MAX
24"
BACK WALLCONTROL WALL
4"
2"24" MIN.
34"
3"‐6"
18" MIN
.
OFFSET
CONTROL AREA
MIN
.
24"
2"REMOVABLE SEAT,
17"‐19" ABOVE FLOOR
MIN
.
12"
MAX.
12"
MIN.
24"
MAX.
24"NOTE:
GRAB BAR INSTALLATION TO BE MANDATORY AT
TYPE A ACCESSIBLE UNITS AND AN UPGRADABLE
OPTION FOR OTHER DWELLING UNITS. BLOCKING
PER GRAB BAR DETAIL TO BE INSTALLED AT ALL
DWELLING UNITS.
18" MAX
34"
18"
WALL
ENTIR
E CONTROL
18"
PLAN
BACK WALLCONTROL WALL
48" MAX.
38" MIN.
34"
4"
18" MIN.
4"
18" MAX.
NOTE:
GRAB BAR INSTALLATION TO BE MANDATORY AT TYPE
A ACCESSIBLE UNITS AND AN UPGRADABLE OPTION
FOR OTHER DWELLING UNITS. BLOCKING PER
BLOCKING DETAIL TO BE INSTALLED AT ALL
DWELLING UNITS.
1."CLEAR FLOOR SPACE" = A 30" X 48" AREA FOR WHEELCHAIR ACCESS
2."ICC/ANSI" = REFERS TO THE AMERICAN NATIONAL STANDARD: ACCESSIBLE AND USABLE BUILDING AND FACILITIES; ICC/ANSI
A117.1‐1998; PUBLISHED BY THE INTERNATIONAL CODE COUNCIL.
GENERAL NOTES:
1.ROUTE HAS 1:20 RUNNING SLOPE MAX. / 1:50 CROSS SLOPE MAX.
2.ROUTE IS STABLE FIRM AND SLIP RESISTANT.
3.VARIATIONS IN FLOOR FINISH ARE 1/2" OR LESS. MAXIMUM 1/4" VERTICAL CHANGES IN LEVEL. CHANGES IN LEVEL BETWEEN
1/4" AND 1/2" MAX. SHALL BE BEVELED WITH SLOPE OF 1:2 MAX. (SEE HC‐6).
4.OPENINGS IN FLOOR OR GROUND DO NOT LET 1/2" DIA. SPHERE PASS AND ARE PERPENDICULAR TO PATH OF TRAVEL.
5.PROTRUDING OBJECTS MAY BE DETECTED BY A PERSON WITH A VISUAL DISABILITY USING A CANE (ICC/ANSI:307)
6.ALL DOORS INTENDED FOR PASSAGE TO HAVE CLEAR OPENING OF 32"
7.LOW PILE CARPET (1/2" MAX. PILE) (HUD UM44d STANDARDS)
ACCESSIBLE ROUTE
GENERAL:
1.ALL DOORS TO HAVE LEVER TYPE HARDWARE.
2.ACCESSIBLE ROUTE CONNECTS ALL SPACES AND ELEMENTS.
3.ALL PUBLIC USE DOORS TO HAVE 80" MINIMUM CLEAR HEADROOM.
4.MAXIMUM THRESHOLD / CHANGE IN FLOOR ELEVATION IS 1/2" (SEE HC‐6). STOOPS AT HANDICAP ACCESSIBLE ENTRY MAY SLOPE
AWAY FROM BUILDING AT MAXIMUM OF 1/8" PER 1'‐0".
5.LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MOUNTED AT 44" MAX. TO TOP ABOVE FINISH FLOOR. WALL OUTLETS
MOUNTED AT 18" TO CENTER LINE ABOVE FINISH FLOOR.
6.FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWED BY CODE BUT NOT TO EXCEED 5 LBS.
7.DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR
TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM.
8.DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE
CLOSED POSITION IN 1.5 SECONDS MINIMUM.
9.BRAILLE LETTERING, COMPLYING WITH ICC/ANSI: 703.5, SHALL BE USED IN CONJUNCTION WITH VISUAL SIGNAGE OUTSIDE
ELEVATOR DOORS AND AT DOORS TO EXIT STAIRWAYS. EACH DOOR TO AN EGRESS STAIR WAY AND EXIT DISCHARGE SHALL HAVE A
TACTILE SIGN INCLUDING RAISED LETTERS AND BRAILLE STATING 'EXIT.' STAIR LEVEL IDENTIFICATION W/ TACTILE CHARACTERS
PROVIDED AT EACH FLOOR LANDING. EXIT DOOR DISCHARGING TO OUTSIDE OF LEVEL OF DISCHARGE HAS TACTILE SIGN STATING
'EXIT.'
10.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE DISPLAYED AT ACCESSIBLE ENTRANCES, ACCESSIBLE COMMON
BATHROOMS, AND ACCESSIBLE PARKING SPACES. THE SIZE, STYLE, LOCATION, AND HEIGHT OF THE SYMBOL SHALL COMPLY WITH
ICC/ANSI: 703.
11.DIRECTIONAL SIGNAGE (INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY) INDICATING THE ROUTE TO THE NEAREST LIKE
ACCESSIBLE ELEMENT WITHIN THE BUILDING SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES AND INACCESSIBLE EXITS.
12.STAIR HANDRAILS TO BE MOUNTED AT 34" ABOVE FINISH FLOOR. STAIR TREADS TO HAVE BEVELED NOSINGS
‐ SEE BUILDING DETAILS
13.PROVIDE HANDRIALS ON BOTH SIDES OF ALL STAIRS.
14.STAIR HANDRAIL GRIPPING SURFACE CROSS SECTION TO COMPLY WITH ANSI 505.6 & 505.7. CIRCULAR CROSS SECTION SHALL
HAVE AN OUTSIDE DIAMETER OF 1 1/4" MIN. AND 2" MAX. NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION
OF 4" MIN. AND 6 1/4" MAX., AND A CROSS SECTION DIMENSION OF 2 1/4" MAX.
15.HORIZONTAL WALL‐MOUNTED MAILBOXES SHALL COMPLY WITH USPS STD‐4C.
●MIN. COMPARTMENT SIZE OF 12" W x 15" D x 3" H
●1 PARCEL LOCKER FOR EACH 10 CUSTOMER COMPARTMENTS
●AT LEAST ONE CUSTOMER COMPARTMENT POSITIONED 48" MAX. A.F.F.
●NO PARCEL LOCKER POSITIONED LESS THAN 15" A.F.F.
●NO PATRON LOCK POSITIONED ABOVE 67" A.F.F. OR SHELF LESS THAN 28" A.F.F.
●USPS ARROW LOCK LOCATED BETWEEN 36" AND 48" A.F.F.
16.BUILDING WATER SUPPLY CONNECTED TO ANTI‐SCALD TEMPERATURE CONTROLS
AREA OF REFUGE REQUIREMENT:
17.30" x 48" CLEAR FLOOR SPACE
18.PROVIDE TWO‐WAY COMMUNICATION SYSTM PER IBC 1007.6.3, INSTRUCITONS ON THE USE OF THE AREA UNDER EMERGENCY
CONDITIONS SHALL BE POSTED ADJOINING THE COMMUNICAITONS SYSTEM. THE INSTRUCTIONS SHALL INCLUDE ALL OF THE FOLLOWING
(SEE HC‐11):
●DIRECTIONS TO FIND OTHER MEANS OF EGRESS
●"PERSONS ABLE TO USE THE EXIT STAIRWAY DO SO AS SOON AS POSSIBLE UNLESS THEY ARE ASSISTING OTHERS"
●INFORMATION ON PLANNED AVAILABILITY OF ASSISTANCE IN THE USE OF STAIRS OR SUPERVISED OPERATION OF
ELEVATORS AND HOW TO SUMMON SUCH ASSISTANCE.
●DIRECTIONS FOR USE OF THE EMERGENCY COMMUNICATIONS SYSTEM.
●EACH DOOR PROVIDING ACCESS TO AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA SHALL HAVE THE
FOLLOWING:
●●A SIGN COMPLYNG WITH ICC/ANSI STATING: "AREA OF REFUGE", INCLUDING THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY
●●AREA OF REFUGE SIGN SHALL BE ILLUMINATED
●●TACTILE SIGNAGE COMPLYING WITH ICC/ANSI
NOTES:
19.MEANS OF EGRESS LIGHTING: MEANS OF EGRESS SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING IN ACCORDANCE WITH THE
REQUIREMENTS OF IBC 1006.
20.EXIT SIGNS: MEANS OF EGRESS SHALL BE PROVIDED WITH EXIT SIGNS IN ACCORDANCE WITH THE REQUIREMENTS OF IBC 1011.
COMMON AREA ACCESSIBILITY NOTES:
GENERAL:
1.ALL DOORS TO HAVE LEVER TYPE HARDWARE.
2.ACCESSIBLE ROUTE CONNECTS ALL SPACES AND ELEMENTS
3.1/2" MAX. THRESHOLD, EXCEPT AT SLIDING PATIO/DECK DOORS WHERE 3/4" THRESHOLD IS ALLOWED (SEE HC‐7, HC‐8, HC‐10, HC‐11,
HC‐12, HC‐13)
4.SPRING HINGE CLOSERS TO BE ADJUSTED SO THAT FROM THE 70 DEGREE OPEN POSITION, THE DOOR TAKES A MIN. OF 1.5 SECONDS
TO CLOSE.
5.LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MOUNTED AT 44" MAX TO TOP AFF. WALL OUTLETS MOUNTED AT 18" TO
CENTER LINE ABOVE FINISH FLOOR. CIRCUIT BREAKERS MOUNTED AT 48" MAX. AFF. SWITCHES, CONTROLS, AND OUTLETS TO HAVE
CLEAR FLOOR SPACE. OUTLETS FOR RANGE, REFRIGERATOR, AND HVAC UNITS ARE EXEMPT FROM THIS REQUIREMENT.
6.PROVISION FOR VISUAL ALARM TO BE CONNECTED TO BUILDING ALARM SYSTEM IN EACH UNIT AND EACH SLEEPING AREA OF UNIT.
AUDIBLE AND VISUAL ALARMS TO COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY STANDARDS, SECTION 4.28
7.LOW PILE CARPET (1/2" MAX. PILE) (HUD UM44d STANDARDS)
8.BUILDING WATER SUPPLY CONNECTED TO ANTI‐SCALD TEMPERATURE CONTROLS
BATHROOMS:
9.ALL BATHROOMS SHALL HAVE 42" GRAB BAR INSTALLED AT TOILET SIDE WALL AND A VERTICAL 18" GRAB BAR AT ALL TUBS &
SHOWERS (U.N.O.). REFER TO FLOOR PLANS FOR LOCATIONS & DETAILS HC‐2 & HC‐4 FOR GRAB BAR LOCATIONS. REINFORCING
SHALL BE IN LOCATIONS SHOWN IN DIAGRAMS PER DETAIL HC‐1.
10.VANITIES AND LAVATORIES SHALL HAVE A MINIMUM OF 24" FROM THE CENTER LINE OF THE FIXTURE TO THE ADJOINING WALL.
11.WATER CLOSETS SHALL HAVE THE FOLLOWING CLEARANCES: 1'‐6" FROM CENTER LINE OF FIXTURE TO THE BATHTUB OR SHOWER
UNIT OR WALL AND 1'‐3" MIN. FROM THE CENTER LINE OF FIXTURE TO THE ADJOINING VANITY.
12.OFFSET TUB & SHOWER CONTROLS REQUIRED. CENTERLINE OF CONTROLS TO BE LOCATED 9" FROM APRON OF TUB OR SHOWER OR
ADJOINING HEADWALL (WHICHEVER IS FURTHER.) U.N.O.
13.ALL PLUMBING CONTROLS TO HAVE SINGLE LEVER TYPE HARDWARE.
KITCHEN:
14.ALL PLUMBING CONTROLS TO HAVE SINGLE LEVER TYPE HARDWARE.
15.48" WIDE CLEAR FLOOR SPACE FOR REQUIRED AT EACH RANGE, REFRIGERATOR, AND SINK (SEE 1/4" PLANS)
16.THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER OR THE SINK.
17.SLIDE‐IN RANGE W/ ANTI‐TIP HARDWARE
LAUNDRY:
18.WASHERS AND DRYERS TO HAVE FLEXIBLE HOSE AND VENT (METAL) CONNECTIONS ALLOWING UNITS TO SLIDE FORWARD TO BE
FLUSH WITH OUTSIDE FACE OF LAUNDRY CLOSET WHERE APPLICABLE.
19.48" WIDE CLEAR FLOOR SPACE CENTERED AT EACH WASHER AND DRYER (SEE 1/4" PLANS)
GENERAL UNIT ACCESSIBLITY NOTES:
GENERAL:
1.ALL HARDWARE, INCLUDING INTERIOR DOORS, REQUIRE 5 lbs. OR LESS FORCE TO ACTIVATE.
2.CLOSETS WITH ADJUSTABLE RODS AND SHELVING, MOUNTED @ 48" MAX. ABOVE FINISH FLOOR.
3.ALL WINDOW & DOOR LOCKS TO HAVE OPENING / CLOSING AND SINGLE POINT LOCKING HARDWARE
@ 48" A.F.F. MAX. AND 15" A.F.F. MIN.
4.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS & LAVS.
KITCHEN:
5.ELECTRICAL RECEPTACLES, SWITCHES, AND APPLIANCE CONTROLS INCLUDING RANGE HOOD FAN & LIGHT AT KITCHEN
COUNTERTOPS MUST BE MOUNTED 1) ON FACE OF CABINETS, 2) ON SIDE WALL 18" FROM CLEAR FLOOR SPACE, OR 3) ON BACK
WALL BEHIND 34" HIGH CABINETS. FOR EACH LENGTH OF COUNTERTOP (UNINTERRUPTED BY AN APPLIANCE OR SINK) THAT HAS
ACCESSIBLE RECEPTACLES, ONE NON‐ACCESSIBLE RECEPTACLE CAN BE ADDED. SEE DETAIL HC‐15.
6.SELF DEFROSTING REFRIGERATORS WITH BOTTOM FREEZER.
7.REFRIGERATOR/FREEZER ‐ PROVISION SHALL BE MADE FOR REFRIGERATORS WHICH ARE:
1. FREEZERS SHALL BE THE SELF‐DEFROSTING TYPE.
2. OF THE VERTICAL SIDE‐BY‐SIDE REFRIGERATOR/FREEZER TYPE; OR
3. OF THE OVER‐AND‐UNDER TYPE AND MEET THE FOLLOWING REQUIREMENTS:
(A) HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE BELOW 54" ABOVE THE FLOOR.
(B) HAVE 100 PERCENT OF THE REFRIGERATOR SPACE AND CONTROLS BELOW 54".
8.FRONT CONTROL RANGES, SELF‐CLEANING OVENS.
9.PROVIDE "WORK SPACE" AREA OF COUNTERTOP THAT IS 30" WIDE MIN. AND 34" MAX. ABOVE FINISH FLOOR. PROVIDE
REMOVABLE BASE CABINETRY PER DETAIL HC‐14. FINISH FLOOR UNDER WORK SPACE TO EXTEND TO WALL.
10.AT WORK SPACE, WALL UPPER CABINETS ABOVE TO BE MOUNTED AT 48" A.F.F. TO THE BOTTOM OF THE UPPER CABINET.
11.DOOR PULLS AND KNOBS TO BE MOUNTED AS CLOSE TO THE BOTTOM OF WALL CABINETS AS POSSIBLE. DOOR PULLS AND KNOBS
TO BE MOUNTED AS CLOSE TO THE TOPS OF BASE CABINETS AS POSSIBLE.
KITCHEN SINK:
12.SEE DETAILS HC‐16 & HC‐17
13.SINK MOUNTED AT 34" MAX. ABOVE FINISH FLOOR. 30" MIN. CLEAR WIDTH UNDER SINK. PROVIDE REMOVABLE BASE
CABINETRY PER DETAIL HC‐14. FINISH FLOOR TO EXTEND UNDER SINK TO WALL.
14.COUNTER AND SUPPORTING STRUCTURE TO BE 2" THICK MAX.
15.KITCHEN SINK WITH OFFSET DRAIN.
16.SINK TO HAVE 6 1/2" MAX. BOWL DEPTH.
17.30" WIDE CLEAR FLOOR SPACE TO EXTEND 19" MIN. UNDER SINK.
18.50% OF SHELF SPACE IN CABINETS HAS CLEAR FLOOR SPACE IN FRONT AND IS WITHIN REACH RANGES PER ICC/ANSI: 905.
BATHROOMS:
19.LAVATORY CLEARANCES SHALL BE AS SHOWN IN DETAILS HC‐17 & HC‐18.
20.LAVATORIES TO HAVE 6 1/2" DEEP BOWL MAXIMUM.
21.30" MINIMUM CLEAR OPEN KNEE SPACE BELOW LAVS WITH NO BASE CABINETRY.
22.BATHROOM SINK WITH OFFSET DRAIN.
23.PERMANENT NON‐SKID SURFACE IN TUBS & SHOWERS.
24.ALL BATH TUBS TO HAVE REMOVABLE SEAT & HAND‐HELD SHOWER SPRAY UNIT ON MIN. 60" LONG HOSE.
25.SHOWER THRESHOLD IS 1/2" MAX. AND COMPLIES UNDER "ACCESSIBLE ROUTE" GUIDELINES.
26.ALL SHOWER COMPARTMENTS TO HAVE ATTACHED OR INTEGRAL SEAT & HAND‐HELD SHOWER SPRAY UNIT ON MIN. 60" LONG
HOSE.
27.ANY SHOWER ENCLOSURE DOES NOT OBSTRUCT SHOWER CONTROLS OR TRANSFER FROM WHEELCHAIR.
28.TOILET SEAT HEIGHT TO BE 17"‐19" ABOVE FINISH FLOOR.
29.WATER CLOSETS SHALL HAVE THE FOLLOWING CLEARANCES: 1'‐6" FROM CENTER LINE OF FIXTURE TO THE BATHTUB OR SHOWER
UNIT OR WALL AND 1'‐6" MIN. FROM THE CENTER LINE OF FIXTURE TO THE ADJOINING VANITY.
30.INSTALL GRAB BARS AT WATER CLOSETS, SHOWERS, AND TUBS PER HC‐2, HC‐4, HC‐5.
31.MEDICINE CABINET AND MIRROR TO BE ACCESSIBLE: BOTTOM OF MIRROR AT NO MORE THAN 40" AFF, MEDICINE CABINET AT 40"
TO LOWEST SHELF OF CABINET.
32.FLUSH CONTROLS TO BE ON OPEN SIDE OF WATER CLOSET.
LAUNDRY:
33.PROVIDE FRONT LOADING WASHERS AND DRYERS WITH FRONT MOUNTED CONTROLS. BOTTOM OF OPENING TO LAUNDRY
COMPARTMENT TO BE 15" MIN. AND 34" MAX. ABOVE FINISH FLOOR, ADD PERMANENT BASE TO RAISE APPLIANCES IF NECESSARY.
'TYPE A' ACCESSIBLE UNIT NOTES
(UNITS 1107, 2101, 3105, 4109)
THE FOLLOWING NOTES IN ADDITION TO NOTES 1‐19 'GENERAL ACCESSIBLITY NOTES' APPLY TO UNITS
TYPICAL MOUNTING HEIGHTS (A.F.F)
DEVICE UNIVERSAL DESIGN ACCESSIBLE
APT. NUMBER (DOOR)54" TO CENTERLINE 54" TO CENTERLINE
BATHROOM MIRROR 40" TO BOTTOM 40" TO BOTTOM
CURTAIN ROD (SHOWER)76 1/2" TO CENTERLINE 76 1/2" TO CENTERLINE
CURTAIN ROD (TUB)81" TO CENTERLINE 81" TO CENTERLINE
DOOR PEEP HOLE 60" TO CENTER 42" TO CENTER
ELECTRICAL OUTLETS 18" TO CENTER 18" TO CENTER
ELECTRICAL OUTLETS @ COUNTER 18"‐21" TO CENTER 18"‐21" TO CENTER
ELECTRICAL PANELS 48" TO TOP BREAKER 48" TO TOP BREAKER
FIRE ALARM / EMER. CALL 42" TO PULL 42" TO PULL
FIRE EXTINGUISHER 48" TO TOP 48" TO TOP
FURNACE FILTER GRILLES 24" TO THUMBSCREW 24" TO THUMBSCREW
HUMIDISTAT 80" TO CENTER 80" TO CENTER
INTERCOM PANELS IN UNITS 48" TO TOP 48" TO TOP
KIT. DISPOSAL / FAN SWITCHES 44"‐46" OVER COUNTER 44"‐46" OVER COUNTER
PAPER TOWEL DISPENSER 36"‐40" TO BOTTOM 36"‐40" TO BOTTOM
ROBE HOOKS 66" TO TOP 48” TO TOP
SHOWER HEAD 82” TO CENTERLINE 82” TO CENTERLINE
TELEPHONE JACKS 49" TO CENTER 49" TO CENTER
TELEPHONE JACKS @ COUNTER 18"‐21" TO CENTER 18"‐21" TO CENTER
THERMOSTATS 48" TO TOP 48" TO TOP
TOILET PAPER HOLDER 24” TO CENTERLINE 24” TO CENTERLINE
TOWEL BARS, BEHIND TOILET 54" TO CENTERLINE 48" TO CENTERLINE
TOWEL BARS, SIDE WALL 48" TO CENTERLINE 48" TO CENTERLINE
6" MIN.
LOCATION OF GRAB BAR REINFORCEMENTS (BLOCKING) FOR ADAPTABLE SHOWERS
SIDE BACK SIDE
6" MIN.
32" MAX.
6" MIN.
32" MAX.
32" MAX.
6" MIN.
20" MIN.
SHOWER SEAT REINFORCEMENT REQUIRED
42"
18"
DOOR HEIG
HT PER SCHEDULE
TYP. VIEWER
LOCATION
TYP. VIEWER
LOCATION @ TYPE
'A'/UFAS UNITS
EQ EQ
Sheet No.
Sheet Title
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:36 PM
A503
ACCESSIBILITY NOTES &
DETAILS
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14LION‐00‐01
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2014.03.14
SCALE: 3/8" = 1'‐0"
2 TOILET GRAB BAR ELEVATIONS
SCALE: 1" = 1'‐0"
1 GRAB BAR BLOCKING
SCALE: 3/8" = 1'‐0"
3 BATHTUB GRAB BAR ELEVATIONS
SCALE: 3/8" = 1'‐0"
4 SHOWER GRAB BAR ELEVATIONS
DWELLING UNIT
DWELLING UNIT
DWELLING UNIT
SCALE: 1/2" = 1'‐0"
5 DOOR VIEWER LOCATIONS
TYPE B UNITS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1004.
PER 1004.2 THE PRIMARY ACCESSIBLE ENTRANCE TO THE UNIT WILL BE PROVIDED FROM AN ACCESSIBLE ROUTE FROM PUBLIC OR
COMMON AREAS.
PER 1004.3 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS THAT ARE PART OF THE UNIT. TURNING
SPACES ARE NOT REQUIRED.
PER 1004.4 WALKING SURFACES SHALL BE LEVEL WITH A CLEAR WIDTH OF 36”. AT FRAMED OPENINGS A MINIMUM CLEAR WIDTH OF
32” IS REQUIRED.
PER SECTION 1004.9 OPERABLE PARTS SUCH AS SWITCHES AND RECEPTACLES SHALL COMPLY WITH SECTION 309.2 AND 309.3.
PER SECTION 1004.10 LAUNDRY EQUIPMENT SHALL BE PROVIDED WITH A 30x48” PARALLEL CLEAR FLOOR SPACE CENTERED ON THE
APPLIANCE.
PER SECTION 1004.11 ALL BATHROOMS SHALL MEET OPTION A REQUIREMENTS AND AT LEAST ONE BATHROOM SHALL COMPLY WITH
OPTION B REQUIREMENTS. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE A
CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. CLEAR FLOOR SPACES, FIXTURE CLEARANCES AND TURNING
SPACES ARE PERMITTED TO OVERLAP. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER
SEATS. CABINETRY SHALL BE PERMITTED UNDER THE LAVATORY PROVIDED IT CAN BE REMOVED WITHOUT REMOVAL OF THE LAVATORY, THE
FLOOR FINISH EXTENDS UNDER THE CABINETRY AND WALLS SURROUNDING AND BEHIND ARE FULLY FINISHED. MIRRORS SHALL HAVE A
BOTTOM EDGE A MAX. OF 40” AFF. WATER CLOSETS MUST COMPLY WITH SECTION 1003.11.7 REGARDING LOCATION, CLEARANCES, HEIGHT
AND FLUSH CONTROLS. BATHTUBS SHALL COMPLY WITH SECTION 607 AND HAVE A 30” CLEAR FLOOR SPACE BY THE LENGTH OF THE TUB.
SHOWER SHALL COMPLY WITH SECTION 608.
KITCHENS SHALL COMPLY WITH SECTION 1003.12. CLEAR FLOOR SPACES OF 30x48” SHALL BE PROVIDED FOR THE WORK SURFACE, SINK,
CABINET ACCESS AND APPLIANCES. WHERE TOE AND KNEE CLEARANCES ARE PROVIDED, THIS CLEARANCE CAN EXTEND BENEATH. AT LEAST
ONE SECTION OF COUNTER SHALL PROVIDE A WORK SURFACE OF AT LEAST 30” IN LENGTH AND A MAXIMUM OF 34” AFF WITH TOE AND KNEE
CLEARANCES AND A CLEAR FLOOR SPACE CENTERED ON THE WORK SURFACE. CABINETRY BELOW THE WORK SURFACE IS PERMITTED
PROVIDED IT IS REMOVABLE, THE FLOOR FINISH EXTENDS UNDER THE CABINETRY AND WALLS SURROUNDING AND BEHIND ARE FULLY
FINISHED. SINKS, FAUCETS, EXPOSED SURFACES, ACCESS TO APPLIANCES AND STORAGE MUST ALSO COMPLY WITH THIS SECTION.
THIS OUTLINE INCLUDES A PARTIAL SUMMARY OF SPECIFIC ICC/ANSI A117.1 REQUIREMENTS WHICH EFFECT GENERAL DESIGN AND
CONSTRUCTION OF THE BUILDING. THE OWNER, CONTRACTORS AND SUBCONTRACTORS SHOULD THOROUGHLY REVIEW THE ACTUAL ANSI
A117.1 DOCUMENT FOR MORE DETAILED INSTALLATION REQUIREMENTS.
PER 307.2 4” MAXIMUM PROJECTION FOR PROTRUDING OBJECTS GREATER THAN 27” ABOVE FLOOR. PROTRUDING OBJECTS
HANGING ON THE WALL WITH LEADING EDGES LESS THAN 27” ARE DETECTABLE. EXCEPTION HANDRAILS ARE PERMITTED TO PROTRUDE 4.5”
PER 307.3 POST MOUNTED OBJECTS ‐OBJECTS ABOVE 27” ON A SINGLE POST MAY OVERHANG 12” ‐ 80” MINIMUM HEADROOM.
PER 308.2 WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH REACH IS 48” MAX AND 15” MIN
PER 308.2.2 FORWARD REACH OVER AN OBSTRUCTION:
A MINIMUM 30” WIDE CLEAR KNEE SPACE AS DEEP AS THE REACH DISTANCE, ADJOINING A 36” WIDE ACCESSIBLE ROUTE, MUST BE
AVAILABLE BELOW THE OBSTRUCTION AND A 27” MINIMUM VERTICAL CLEARANCE AT KNEE SPACE IS REQUIRED.
FOR OBSTRUCTIONS EXTENDING FROM 0 TO 20” INCHES FROM THE WALL THE MAXIMUM HEIGHT FOR A CONTROL OR OUTLET OVER
THE OBSTRUCTION IS 48 INCHES ABOVE THE FLOOR.
DEEPER SHELVES, EXTENDING 20‐25 INCHES FROM THE WALL, REDUCE THE MAXIMUM MOUNTING HEIGHT OF CONTROLS AND
OUTLETS TO 44 INCHES.
PER 308.3.1 SIDE REACH WHEN THERE IS NO OBSTRUCTION AND A PARALLEL APPROACH, IS 48” MAX. AND 15” MIN
PER 308.3.2 SIDE REACH OVER AN OBSTRUCTION 34” HIGH OR LESS WITH A MAX DEPTH OF 24”WHEN THERE IS A PARALLEL APPROACH,
IS 46” MAX. IF THE REACH IS 10” OR LESS THE MAX HEIGHT IS 48”
PER TABLE 403.5 IF THE ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 36” (BUT MUST BE AT LEAST 32”) BY A WALL HUNG OBJECT,
THEN THE WIDTH OF THE OBJECT MAY BE NO WIDER THAN 24” AND MUST BE SEPARATED BY AT LEAST 48” LENGTH FROM OTHER POINTS
LESS THAN 36” WIDE
ANSI CHAPTER 5 – ACCESSIBLE PARKING AND SITE ELEMENTS MUST COMPLY WITH ANSI CHAPTER 5
ACCESSIBLE PARKING SPACES MUST BE 96” WIDE WITH 60” ADJACENT AISLE WITH MAXIMUM SLOPE OF 1:48. PROVIDE VAN SPACES AS
REQUIRED.
ALL ROOMS SHALL HAVE 60” WHEEL CHAIR TURNING SPACE COMPLYING WITH SECTION 304.
ACCESSIBLE ENTRANCE WITH SLOPED WALK LESS THAN 5% OR PROVIDE ACCESSIBLE RAMP PER SECTION 405 WITH A LANDING AREA WITH
SLOPE LESS THAN 1:48 – THRESHOLD MAXIMUM OF ½” WITH CLEARANCES PER SECTION 404
1.HANDRAILS ARE NOT REQUIRED ON WALKS WITH SLOPES BETWEEN 0% AND 5%, BUT ARE REQUIRED ON THOSE WITH A LEVEL
CHANGE MORE THAN 6” AND STEEPER THAN 5% AND UP TO 8.33% (1:12).
2.AN ACCESSIBLE ROUTE IS A PATH AT LEAST 36 INCHES WIDE, SMOOTH, AS LEVEL AS POSSIBLE, AND WITHOUT HAZARDS OR
OBSTRUCTIONS.
3.MUST MAINTAIN A 36 INCH‐WIDE ACCESSIBLE ROUTE AROUND ANY OBSTACLE. AN ACCESSIBLE ROUTE MUST BE PROVIDED
INTO AND THROUGHOUT THE PROJECT.
4.THE MAXIMUM VERTICAL FLOOR LEVEL CHANGE IS ¼”, EXCEPT WHEN A TAPERED THRESHOLD IS USED, THE MAXIMUM HEIGHT
MAY BE ½”.
5.AT EXTERIOR DOORS, THE MAXIMUM CHANGE IN LEVEL FROM INSIDE TO OUTSIDE WALKING SURFACES IS ½” FOR IMPERVIOUS
MATERIALS AND 0” FOR PERVIOUS MATERIALS. THE EXTERIOR SURFACE MAY BE SLOPED AT A MAXIMUM OF 1/8”:12”. THE
MAXIMUM DOOR THRESHOLD IS ½” SO SPECIAL ACCESSIBLE DOOR THRESHOLD WILL NEED TO BE PROVIDED.
BATHROOMS MUST BE PROVIDED GRAB BARS PER SECTION 604.5, 607.4 AND 610 AS OUTLINED BELOW. REINFORCING TO BE
PROVIDED AT WALLS AS REQUIRED FOR GRAB BARS
ACCESSIBILITY RESTROOM REQUIREMENTS @ SITE MANAGEMENT OFFICE
LAVATORIES, SHALL COMPLY WITH SECTION 606 PROVIDE KNEE CLEARANCE, MAX OF 6.5” DEPTH AT SINK WITH FAUCET PER SECTION 309.
MAX RIM OF SINK AND COUNTER HEIGHT IS 34”
MIRRORS BOTTOM OF MIRROR AT 40” MAX
WATER CLOSET, SEE DIAGRAMS FOR CLEARANCES, GRAB BARS ARE REQUIRED. TOILET MUST BE LOCATED MIN 16” OFF WALL AND A MAX OF
18” OF WALL. A 48” WIDE SPACE MUST BE PROVIDED AT BACK WALL OF TOILET MEASURED 18” OFF
REQUIREMENTS @ TYPE B UNITS
(1st FLOOR UNITS THAT ARE NOT TYPE A
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
3 SIDES
1" OVERHANG
11 1/4"
TYPE A SURFACE HTS ‐
TYP.
34"
PLASTIC LAMINATE TOP W/ 1"
RADIUS CORNERS @ 1" OVERHANG
AND 3" RADIUS AT ALL OTHERS
ELECTRICAL OUTLET
ACCESSIBILITY CABINETRY
WITH REMOVEABLE FRONTS
TYP., REMOVEABLE 8" KICKS,
TYP.
NOTE:
TOE KICK AT CABINETS SHALL MATCH CABINET FACE FINISH.
FURNISHED BY CABINET SUPPLIER, INSTALLED BY FINISH CARPENTER
WALL TYPE PER PLAN
40" MAX
9" MIN.
MAX.
6"
MIN. MAX.
17"‐25"
8" MIN.
27" MIN.
34" MAX.
40" MAX.
HOT WATER AND DRAIN PIPES SHALL
BE PROTECTED AGAINST CONTACT
DROP ‐IN MOUNTED SINK, BOWL
DEPTH 6 1/2" MAX. OFFSET
SINGLE LEVER TYPE FAUCET
MIRROR
TOE
SPACE
KNEE
SPACE
21" MIN.
30" MIN.
48" MIN
.
CLEAR FLOOR SPACE
REMOVABLE FRONT CABINETS ALLOWED AT BATHROOM LAV. SHOWING
CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT FRONT SINK
APPROACH SINKS ‐ "TYPE A" UNITS = UNIT #XXX
COUNTERTOP SINK COUNTERTOP
C.TOP APPLIANCE C.TOP APPLIANCE
SWITCHES FOR GARBAGE
DISPOSAL, AND PENDANT
LIGHTS
SINK COUNTERTOP
LOWERED TO 34" A.F.F.
MAX.
18"
A
AA A
A A A
48" WIDE CLEAR FLOOR
SPACE CENTERED ON
ACCESSIBLE SWITCHES AND
RECEPTACLES, TYP.
SWITCHES FOR RANGE LIGHT
AND RANGE EXHAUST FAN
FOR EACH LENGTH OF 36" HIGH
COUTERTOP (UNINTERUPTED BY AN
APPLIANCE OR SINK), ONE NON‐
ACCESSIBLE OUTLET MAY BE
PROVIDED IF AT LEAST ONE
ACCESSIBLE OUTLET IS PROVIDED
A
A
"A" INDICATES
ELEC. ELEMENTS
AT ACCESSIBLE
LOCATIONS
ELECTRICAL SYMBOL KEY MOUNTING HEIGHT
ELECTRICAL OUTLETS
‐ABOVE COUNTERTOP (SIDES)................BOTTOM FLUSH W/TOP OF BACKSPLASH
‐BELOW COUNTERTOP............................TOP FLUSH W/BOTTOM OF COUNTERTOP
ELECTRICAL SWITCHES
‐ABOVE COUNTERTOP (SIDES)................BOTTOM FLUSH W/TOP OF BACKSPLASH
‐BELOW COUNTERTOP............................TOP FLUSH W/BOTTOM OF COUNTERTOP
A
48"
60"
12" *
18"
22"
12" *
48" W/CLOSER
42" *
(ALT 42")
36"24"
24"
48" W/CLOSER
42" *
54" W/CLOSER
48" *
FRONT APPROACHES HINGE SIDE APPROACHES LATCH SIDE APPROACHES
* W/LATCH & CLOSER
34" MAX.
9" MIN.
17" MIN.
27" MIN
.
MAX.
6 1/2"
8" MIN.
8" MAX.
EXTEND FINISHED
FLOOR UNDER SINK
TO WALL
REMOVABLE
FRONT BASE
CABINET
DISPOSAL
SINK W/OFFSET
DRAIN
KNEE
SPACE
TOE
SPACE
SINK TO HAVE SINGLE LEVER
FAUCET, AND OFFSET DRAIN
HOT WATER AND DRAIN PIPES SHALL
BE PROTECTED AGAINST CONTACT
CARRY FLOOR AND WALL FINISHES
UNDER AND BEHIND REMOVABLE
CABINET AREA
REMOVABLE
BASE CABINET
CUT AWAY BACK &
FRAME AND
REINFORCE WITH
GUSSETS
LEDGER BOARD
DECKING AT 1/4" LOWER THAN
THE INTERIOR FINISH FLOOR
1/2" MAX. GAP FOR DRAINAGE
THRESHOLD SET ON SUBFLOORING.
G.C. TO COORDINATE THRESHOLD
DETAIL WITH ARCHITECT PRIOR TO
FAMING DECK
INTERIOR FINISHED
FLOOR LEVEL
BEVEL FILLER AT MAXIMUM
SLOPE OF 1:2 REQUIRED
STANDARD GLASS DOOR TRACK
ADDITIONAL RECOMMENDED
CONTINUOUS FILLER PIECE (1:2 OR LESS)
AT INACTIVE LEAF TRACK TO ELIMINATE
ABRUPT CHANGE IN ELEVATION
1/2" MAX.
LEDGER FLASHING ‐ CONTINUE
UNDER DOOR FRAME
SHEATHING FLASHING ‐ CONTINUE
UNDER WOOD SILL
1/2" MAX.
1/2" MAX.
INTERIOR FLOOR
LEVEL
SLAB ON GRADE
SLOPE 1/8"
PER 1'0"AWAY 1" MIN.
1/2" MAX
1/4" MAX.1:2 SLOPE MAX
1/8" PER FOOT MAXIMUM SLOPE
OPENING EDGE
1:2 SLOPE MAX
OPENING EDGE
1/2" MAXIM
UMDOOR SLAB
STAINED CONCRETE
FINISH FLOORING
IN UNIT
BEVEL VERTICAL RISE WITH APPROAPRIATE
MATERIAL BASED ON EXISTING SUBSTRATE
1/2" MAX.
1:2 MAX. SLOPE
1/4" MAX.
VARIES ‐ SEE PLANS
8'‐0" NOMIN
AL
48"
12" PLASTIC COATED WIRE SHELVING W/ FREE
SLIDE HANGING BAR IN BEDROOM CLOSET TYPICAL
REFER TO MANUFACTUER'S INSTRUCTIONS FOR FASTENING
MATERIALS, SPACING AND DEVICES FOR INSTALLATION
Sheet No.
Sheet Title
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:38 PM
A504
ACCESSIBILITY DETAILS
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14LION‐00‐01
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2014.03.14
SWINGING 2ND DOOR
SCALE: 1/2" = 1'‐0"
8 ACCESSIBLE ISLAND SECTION
SCALE: 3/4" = 1'‐0"
12 ACCESSIBLE LAV. SECTION
SCALE: 3/4" = 1'‐0"
11 ACCESSIBLE SINK CLEARANCE
SCALE: 1/4" = 1'‐0"
9 LOCATIONS WITHIN TYPE 'A' UNITS
SCALE: 1/4" = 1'‐0"
4 DOOR CLEARANCE DETAIL
SCALE: 3/4" = 1'‐0"
10 KITCHEN SINK CLEARANCES
SCALE: 1/4" = 1'‐0"
7 REMOVABLE BASE CABINET
SCALE: 1 1/2" = 1'‐0"
5 SWINGING 2ND DOOR @ WOOD DECK
SCALE: 1 1/2" = 1'‐0"
6 @ IMPERVIOUS PATIO
ALLOWABLE /REQ'D RECEPTACLE& SWITCH
SCALE: 3" = 1'‐0"
2 ALONG ACCESSIBLE ROUTE
SCALE: 3" = 1'‐0"
3 THRESHOLD AT UNIT ENTRY
SCALE: 3" = 1'‐0"
1 ALONG THE ACCESSIBLE ROUTE DETAIL
TYPICAL SWING DOOR THRESHOLD
SMALL CHANGES IN ELEVATION
SCALE: 1/2" = 1'‐0"
13 ACCESSIBLE UNIT CLOSET SHELVING
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
1 2 3 4
7'‐0"
3'‐0"3'‐0"
8'‐0"
3'‐0"
7'‐0"8'‐0"
3'‐0"
SC WD
SEE SCHED
FOR FIRE
RATING
COMPOSITE
TEMPERED
FULL LITE
INSUL HM
SEE SCHED
FOR FIRE
RATING
METAL W/
TEMPERED
FULL LITE
SEE SCHED
FOR FIRE
RATING
TE TDO
O
R
S
1 2 3 4
7'‐0"
2"
2"3'‐0"2"2"3'‐0"2"
8'‐0"
2"
2"3'‐0"2"
7'‐0"
2"
8'‐0"
2"
2"3'‐0"2"1'‐6"2"
5'‐0"
WELDED HM
FRAME 18 GA
PRIMED
SEE SCHED FOR
FIRE RATING
PREHUNG WD
OR COMOPSITE
METAL STORE
FRONT
SEE SCHED
FOR FIRE
RATING T
WELDED HM
FRAME 16 GA
PRIMED
SEE SCHED FOR
FIRE RATING
T
FR
A
M
E
S
DOOR SCHEDULE ABBREVIATIONS
TEMP ‐ TEMPERED GLAZING
S&SC ‐ SANDED AND STAINED ‐ CLEAR FINISH
T DENOTES TEMPERED GLAZINGE
DENOTES LOW E INSULATED
GLAZING
SC ‐ SOLID CORE
HC ‐ HOLLOW CORE
INSUL ‐ INSULATED
AL ‐ ALUMINUM DOOR (STOREFRONT)
WD ‐ WOOD DOOR
HM ‐ HOLLOW METAL
PT ‐ PAINT
NOTES:
‐ BLANK BOXES EQUALS NOT APPLICABLE.
‐ SEE SPECS FOR DOOR HARDWARE.
FB ‐ FIBERGLASS
36"
48"
22"
BOTTOM CHORD OF TRUSSES
ONE HOUR RATED ACCESS
PANELS 48" x 22"
UL 263 ‐ TYP.
DEMISING DRAFTSTOPPING
BEYOND
2X ADJACENT TO DOOR OPENING
DOOR PULL
FRAME DOOR W/ 2X4 CROSS BRACE COVER W/ 5/8" GWB EF
STANLEY 54 SPRING HINGE (2 PER DOOR)
TYPICAL ATTIC PARTITION SEPARATION
2X ADJACENT TO DOOR OPENING
Sheet No.
Sheet Title
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:43 PM
A601
SCHEDULES ‐ COMMON
AREA DOORS
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14LION‐00‐01
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2014.03.14
DOOR SCHEDULE ‐ COMMON AREAS BLDG
MARK
DOORFRAME
FIRE
RATING CommentsWHT
EL
TYPE MATLFINISHGLAZINGMATL
EL
TYPE FINISH
5
M101A3'‐0"7'‐0"1 3/4"3HMPT ‐HM3PT20 MINDOOR @ MAINTENANCE
M101B8'‐0"8'‐0"2"MTLPOLYU24X12MTL GALV OH GARAGE DOOR
M102A3'‐0"7'‐0"1 3/4"3HMPT ‐HM3PT20 MINDOOR @ REFUSE ROOM
M102B16'‐0"7'‐6"MTLPT MTL PT OH DOOR @ DUMPSTER
6
T1A3'‐0"7'‐0"1 3/4"3HMPT ‐‐HM3PT20 MINDOOR @ DUMPSTER
T1A3'‐0"7'‐0"1 3/4"3HMPT ‐‐HM3PT20 MINDOOR @ DUMPSTER
T1B16'‐0"8'‐0"MTLPT ‐MTL PT OH DOOR @ DUMPSTER
T1B16'‐0"8'‐0"MTLPT ‐MTL PT OH DOOR @ DUMPSTER
DOOR SCHEDULE ‐ COMMON AREAS BLDG
MARK
DOORFRAME
FIRE
RATINGCommentsWHT
EL
TYPEMATLFINISHGLAZINGMATL
EL
TYPEFINISH
4
4109A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4109B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4109C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4110A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4110B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4110C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4111A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4111B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4111C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4112A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4112B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4112C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4116A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
4105A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4105B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4105C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4106A3'‐0"7'‐0"1 3/4"1SC WD S&SC MTL1PT45 MINUNIT ENTRY
4106B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4106C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4107A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4107B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4107C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4108A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4108B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4108C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4115A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
4101A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4101B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4101C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4102A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4102B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4102C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4103A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4103B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4103C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4104A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4104B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4104C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4113A3'‐0"7'‐0"1 3/4"3HMPT HM3PT SPRINKLER CLOSET
4114A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
4209A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4209B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4209C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4210A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4210B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4210C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4211A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4211B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4211C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4212A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MIN UNIT ENTRY
4212B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4212C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4205A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4205B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4205C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4206A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4206B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4206C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4207A 3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4207B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4207C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4208A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4208B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4208C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4201A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4201B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4201C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4202A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4202B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4202C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4203A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4203B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4203C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4204A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4204B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4204C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4309A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4309B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4309C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4310A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4310B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4310C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4311A3'‐0"7'‐0"1 3/4"1SC WD S&SC MTL1PT45 MINUNIT ENTRY
4311B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4311C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4312A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4312B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4312C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4305A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4305B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4305C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4306A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4306B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4306C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4307A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4307B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4307C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4308A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4308B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4308C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4301A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4301B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4301C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4302A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4302B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4302C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4303A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4303B 3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4303C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
4304A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
4304B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
4304C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
DOOR SCHEDULE ‐ COMMON AREAS BLDG
MARK
DOORFRAME
FIRE
RATINGCommentsWHT
EL
TYPEMATLFINISHGLAZINGMATL
EL
TYPEFINISH
3
3107A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3107B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3107C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3108A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3108B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3108C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3109A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3109B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3109C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3110A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3110B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3110C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3113A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
3101A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3101B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3101C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3102A3'‐0"7'‐0"1 3/4"1SC WD S&SC MTL1PT45 MINUNIT ENTRY
3102B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3102C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3103A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3103B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3103C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3104A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3104B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3104C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3105A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3105B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3105C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3106A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3106B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3106C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3111A3'‐0"7'‐0"1 3/4"3HMPT HM3PT SPRINKLER CLOSET
3112A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
3113A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
3207A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3207B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPAL2 ‐‐PATIO DOOR
3207C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3208A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3208B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3208C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3209A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3209B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3209C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3210A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3210B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3210C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3201A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3201B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3201C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3202A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MIN UNIT ENTRY
3202B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3202C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3203A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3203B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3203C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3204A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3204B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3204C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3205A 3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3205B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3205C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3206A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3206B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3206C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3307A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3307B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3307C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3308A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3308B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3308C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3309A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3309B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3309C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3310A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3310B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3310C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3301A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3301B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3301C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3302A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3302B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3302C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3303A3'‐0"7'‐0"1 3/4"1SC WD S&SC MTL1PT45 MINUNIT ENTRY
3303B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3303C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3304A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3304B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3304C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3305A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3305B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3305C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
3306A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
3306B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
3306C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
DOOR SCHEDULE ‐ COMMON AREAS BLDG
MARK
DOORFRAME
FIRE
RATINGCommentsWHT
EL
TYPEMATLFINISHGLAZINGMATL
EL
TYPEFINISH
2
2101A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2101B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2101C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2102A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2102B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2102C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2103A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2103B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2103C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2104A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2104B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2104C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2109A3'‐0"7'‐0"1 3/4"3HMPT HM3PT SPRINKLER CLOSET
2110A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
2105A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2105B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2105C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2106A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2106B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2106C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2107A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2107B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2107C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2108A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2108B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2108C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2111A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
2201A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2201B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2201C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2202A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2202B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2202C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2203A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2203B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2203C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2204A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2204B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2204C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2205A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2205B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2205C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2206A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2206B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2206C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2207A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2207B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2207C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2208A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2208B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2208C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2301A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2301B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2301C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2302A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2302B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2302C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2303A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MIN UNIT ENTRY
2303B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2303C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2304A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2304B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2304C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2305A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2305B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2305C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2306A 3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2306B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2306C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2307A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2307B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2307C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
2308A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
2308B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
2308C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
DOOR SCHEDULE ‐ COMMON AREAS BLDG
MARK
DOORFRAME
FIRE
RATINGCommentsWHT
EL
TYPEMATLFINISHGLAZINGMATL
EL
TYPEFINISH
1
1009A3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1101A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1101B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1101C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1102A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1102B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1102C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1103A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1103B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1103C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1104A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1104B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1104C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1110A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
1105A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1105B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1105C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1106A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1106B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1106C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1107A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1107B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1107C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1108A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1108B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1108C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1111A3'‐0"8'‐0"1 3/4"4ALANODINSUL TEMPAL4ANOD STAIRS ENTRY
1201A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1201B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1201C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1202A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1202B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1202C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1203A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1203B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1203C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1204A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1204B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1204C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1205A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1205B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1205C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1206A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1206B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1206C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1207A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1207B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1207C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1208A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1208B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1208C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1301A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1301B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1301C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1302A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1302B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1302C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1303A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MIN UNIT ENTRY
1303B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1303C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1304A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1304B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1304C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1305A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1305B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1305C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1306A 3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1306B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1306C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1307A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1307B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1307C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
1308A3'‐0"7'‐0"1 3/4"1SC WDS&SC MTL1PT45 MINUNIT ENTRY
1308B3'‐0"8'‐0"1 3/4"2FB ‐‐INSUL TEMPFB2 ‐‐PATIO DOOR
1308C3'‐0"7'‐0"1 3/4"3HMPT HM3PT STORAGE LOCKER
SCALE: 1/2" = 1'‐0"
1 INTERIOR ELEVATION‐ATTIC SPACE
SCALE: 1 1/2" = 1'‐0"
2 DRAFT STOP SEPARATION DOOR
1 2 3 4
5/6
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
FINISH MATERIALS SPECIFIED FOR COMMON AREAS
MATERIAL MANUFACTURER STYLE Color LOCATION
FLOORS
SC‐1 Schofield Sealer Clear Fire sprinkler room
SC‐2 Schofield Chemstain
‐
Building entry vestibule slab on grade
TD‐1 Trex ‐
Padre Brown
Stair corridors on 2nd and 3rd floors
WALLS
PT‐1 Benjamin Moore Flat 1465 Nimbus General
WALL BASE
VB‐1 Johnsonite 4.25 Reveal 24 Gray Haze General Common
DOORS & FRAMES ‐ UNIT INTERIORS
DOOR
NUMBER
DOOR SIZE FRAME
MAT'L
UL FIRE RATING
HARDWARE GROUP REMARKSMAT'L TYPE GRILLE TYPEWHT DOOR FRAME
UN
I
T
S
IN
T
E
R
I
O
R
S
AP‐1 3‐0 6‐8 1 3/8 WD A WD A AP‐1 BEDROOM
AP‐2 3‐0 6‐8 1 3/8 WD A WD A AP‐2 BATH
AP‐3 2‐4 6‐8 1 3/8 WD C WD A AP‐3 CLOSET‐FURNACE
AP‐4 1‐4 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
AP‐5 1‐6 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
AP‐6 1‐8 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
AP‐7 2‐0 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
AP‐8 2‐4 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
AP‐9 2‐6 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
AP‐10 2‐8 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
AP‐11 2‐10 6‐8 1 3/8 WD C WD A AP‐4 CLOSET
AP‐12 3‐0 6‐8 1 3/8 WD A WD A AP‐4 CLOSET
DOOR SCHEDULE NOTES:
1.FURNISH FURNACE ROOM DOORS W/ INTEGRAL SOUND SEALS, HALF SADDLE & LOUVERED GRILL ‐ COORDINATE GRILLE W/ HVAC CONTR
2.DOOR HARDWARE SHALL BE CAPABLE OF OPERATION WITH THE USE OF ONE (1) HAND AND SHALL NOT REQUIRE TIGHT PINCHING, TIGHT
GRASPING OR TWISTING OF THE WRIST TO OPERATE. THUMBTURN DEADBOLTS ARE PROHIBITED; LEVER OR PADDLE DEADBOLT RELEASES
ARE ACCEPTABLE. DOOR THRESHOLD SHALL NOT EXCEED ONE‐HALF INCH (%") IN HEIGHT, THRESHOLDS EXCEEDING ONE‐QUARTER INCH
(114) IN HEIGHT SHALL HAVE A 1:2 BEVEL. DOOR CLOSERS SHALL MEET OPENING FORCE AND SWEEP PERIOD REQUIREMENTS.
AP‐13 PR 2‐0 6‐8 1 3/8 WD B WD B AP‐4 CLOSET
2'x2'
FINISH SCHEDULE MATERIALS SPECIFIED FOR UNITS
MATERIAL MANUFACTURER Style Color LOCATION
CPT‐1 Shaw XV805 703 Cobblestone Bedrooms
LVT‐1 Evoke 7"x48"Shirley General and Baths (see note 1)
PT‐1 Benjamin Moore Flat 973 Ice Formations General / Ceilings
PT‐2 Benjamin Moore Flat 998 Cabot Trail Single Accent Wall in Living Room
PLAM Pionite ‐Cressida AT371 Kitchen Countertops
CM‐1 Elite Cultured Marble #100 Brite White Bath tops, Integral Bowl, Sills
CAB‐1 Smart Rockport Honey Kitchens and Baths
PW‐1 ‐3.5 Reveal White With shoe trim
KEY
CPT Carpet
LVP Luxury Vinyl Plank
LVT Luxury Vinyl Tile
PT Paint over GWB
PW Painted Wood
CM Cultured Marble
CAB Cabinet / Casework
VB Vinyl Base
FLOORS
WALLS
SURFACES
CASEWORK
WALL BASE
VB‐1 Johnsonite 4.25 Reveal Snow White ‐01 General
PLAM Plastic Lamonate
SC
TD Prefinished Trex Decking
Stained Concrete
N/A Not Applicable
GENERAL NOTES: ADD ALTERNATES
1. Include add alternate for porcelain tile in bathrooms: Arizona "Legacy," color "Legacy" with 3.5x20 bullnose base.
2. Include add alternate for Squire Style cabinets in pecan.
3. Include add alternate for Corian solid surface counter tops in kitchen, fawn color.
UNIT FINISH SCHEDULE
LOCATION FLOOR BASE WALL CEILING COUNTERTOPS NOTES
FOYER / ENTRY LVT‐1 PW‐1 PT‐1 PT‐1
KITCHEN LVT‐1 PW‐1 PT‐1 PT‐1 PLAM
LIVING/ DINING LVT‐1 PW‐1 PT‐1 PT‐1 One Accent wall in PT‐2
CORRIDORS LVT‐1 PW‐1 PT‐1 PT‐1
CLOSETS LVT‐1 VB‐1 PT‐1 PT‐1
LAUNDRY LVT‐1 VB‐1 PT‐1 PT‐1 Use adjacent room flooring in laundry
BATH (S)LVT‐1 VB‐1 PT‐1 PT‐1 CM‐1
BEDROOM (S)CPT‐1 PW‐1 PT‐1 PT‐1
BEDROOM CLOSETS CPT‐1 VB‐1 PT‐1 PT‐1
A B
6'‐8"
VARIES
VARIES 3'‐0"VARIES
PREFIN
PREHUNG
WD
FR
A
M
E
S
6'‐8"
VARIES
VARIES 4'‐0"VARIES
PREFIN
PREHUNG
WD
A B
HC WD
PREFIN ‐
PREHUNG
DO
O
R
S
PR HC WD
PREFIN ‐
PREHUNG
C
SC WD
PREFIN ‐
PREHUNG
2X2 GRILL
1.WALLS ARE TYPICALLY DIMENSION TO THE FACE OF THE STUD TO THE FACE OF STUD.
2.ALL INTERIOR WOOD STUD DIMENSIONING IS FROM STUD FACE TO STUD FACE U.N.O.
3.WOOD STUD DEMISING WALLS ON THIS PLAN ARE DIMENSIONED TO C.L. OF WALL
4.FOR WALL TYPES SEE WALL TYPE DETAILS SHEET G103
5.SEE STRUCTURAL SHEETS FOR STRUCTURAL ELEMENTS AND ADDITIONAL INFORMATION
6.FOR ALL NEW DOOR OPENINGS ALLOW FOR DOOR WIDTH PLUS 8 INCHES (4 INCHES EA. SIDE) TO ACCOUNT FOR TRIM U.N.O.
7.SEE SHEET A601 FOR COMMON AREA DOOR SCHEDULE AND A602 FOR UNIT DOOR SCHEDULE
8.TUB BACKER / PREROCK MATERIALS SHALL BE "DENSARMOR PLUS" OR CEMENTIOUS TILE BACKER BOARD INSTALLED BY THE ROUGH
CARPENTRY CONTRACTOR.
9.ALL LINEN CLOSETS TO HAVE SHELVES IN NUMBERS AND SIZES INDICATED ON THE DRAWINGS. ALL OTHER CLOSETS (EXCEPT BEDROOM
CLOSETS) TO HAVE ONE WIRE SHELF WITH FREE SLIDE CLOTHES ROD. ALL CLOSET SHELVES ARE VINYL COATED WIRE WITH INTEGRAL ‐
FREE SLIDE CLOTHES ROD.
10.BEDROOM CLOTHES CLOSET SHELVES SHALL BE 16" DEEP WITH THE HANGING ROD MOUNTED AT 12" FROM THE FACE OF THE
MOUNTING WALL. IN THE BEDROOM CLOSETS WHERE DOUBLE SHELF AND ROD (2 SH & R) HAVE BEEN DESIGNATED, PROVIDE
SHELVING WITH THE TOP SHELF MOUNTED AT 80" A.F.F. AND SHELF MOUNTED AT 40" A.F.F. DOUBLE SHELVES IN REACH IN CLOSETS ‐
12" UPPER AND 16" LOWER SHELVES.
11.ENTRY COAT CLOSET SHELVES SHALL BE 12' DEEP. WHERE COAT & CLOTHES CLOSETS CONTAIN ONLY ONE SHELF, MOUNT AT 68" TO
TOP OF SHELF.
SEE DOOR SCHEDULE FOR
DOOR TYPE
FINISHED JAMBS & STOPS
FINISHED TRIM BOTH SIDES
WOOD STUD WALL ‐ SEE PLAN FOR
TYPE
SEALANT, BOTH SIDES
1/4"
1/4"
VARIES
SEE DOOR SCHEDULE FOR
DOOR TYPE
FINISHED JAMBS & STOPS
FINISHED TRIM, BOTH SIDES
WOOD STUD WALL ‐ SEE PLAN
FOR TYPE
VARIES W/ WALL THICKNESS VARIES
SEALANT, BOTH SIDES
VARIES
UNIT ENTRY DOOR
DOOR DOOR DESCRIPTION LOCATION SIGN TEXT SYMBOL BRAILLE
1101A
1108A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
1101
< UNIT NUMBERS PER PLAN >
1108
1110A
1111A
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE
1109A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM
UNIT ENTRY DOOR1201A
1208A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
1201
< UNIT NUMBERS PER PLAN >
1208
UNIT ENTRY DOOR1301A
1308A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
1301
< UNIT NUMBERS PER PLAN >
1308
UNIT ENTRY DOOR2102A
2108A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
2202
< UNIT NUMBERS PER PLAN >
2108
2110A
2111A
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 1 ENTRANCE
2109A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM
UNIT ENTRY DOOR2201A
2208A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
2201
< UNIT NUMBERS PER PLAN >
2208
UNIT ENTRY DOOR2301A
2308A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
2301
< UNIT NUMBERS PER PLAN >
2308
2101A OFFICE ENTRY DOOR CORRIDOR SIDE MANAGEMENT OFFICE
OFFICE BATHROOM DOOR OFFICE SIDE RESTROOM
UNIT ENTRY DOOR3101A
3110A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
3101
< UNIT NUMBERS PER PLAN >
3110
3112A
3113A
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE
3111A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM
UNIT ENTRY DOOR3201A
3210A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
3201
< UNIT NUMBERS PER PLAN >
3210
UNIT ENTRY DOOR3301A
3310A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
3301
< UNIT NUMBERS PER PLAN >
3310
3114A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE
UNIT ENTRY DOOR4101A
4112A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
4101
< UNIT NUMBERS PER PLAN >
4112
4114A
4115A
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE
BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE
4113A FIRE SUPRESSION ROOM DOOR EXTERIOR SIDE FIRE SUPRESSION ROOM
UNIT ENTRY DOOR4201A
4212A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
4201
< UNIT NUMBERS PER PLAN >
4212
UNIT ENTRY DOOR4301A
4312A
UNIT ENTRY DOOR
UNIT ENTRY DOOR
CORRIDOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
4301
< UNIT NUMBERS PER PLAN >
4312
4116A BUILDING ENTRY DOOR EXTERIOR SIDE BUILDING 3 ENTRANCE
M101A MAINTENANCE ROOM ENTRY DOOR EXTERIOR SIDE SITE MAINTENANCE
TRASH ENCLOSURE ENTRY DOORM102A
T1A
TRASH ENCLOSURE ENTRY DOOR
TRASH ENCLOSURE ENTRY DOOR
EXTERIOR SIDE
CORRIDOR SIDE
CORRIDOR SIDE
TRASH COLLECTION ROOM
TRASH COLLECTION ROOM
TRASH COLLECTION ROOM
T1A
BU
I
L
D
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G
1
BU
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D
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2
BU
I
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3
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4
SI
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DOOR SIGNAGE LEGEND NOTES:
1. ALL SIGNAGE LETTERING TO USE TACTILE CHARACTERS PER ICC/ANSI: SECT. 703.
2. SIGNAGE WITH THE INTERNATIONAL ACCESSIBILITY SYMBOL TO BE AT ALL ACCESSIBLE
ENTRANCES PER APPLICABLE BUILDING CODE.
3. A TACTILE EXIT SIGN WITH THE WORD "EXIT" SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR
EXIT DOOR. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT
ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS
REQUIRED TO HAVE A VISUAL EXIT SIGN.
4. ALL SIGNAGE TO BE MOUNTED @ 60" A.F.F. TO THE CENTERLINE OF THE SIGN.
5. MOUNTING LOCATION SHALL BE SO THAT A PERSON APPROACHING WITHIN 3" OF SIGN
DOES NOT ENCOUNTER PROTRUDING OBJECTS OR WITHIN THE SWING OF A DOOR.
6. ALL TACTILE SIGNAGE PROVIDED AT A DOOR SHALL BE MOUNTED ON THE LATCH SIDE OF
THE DOOR, TYP.
7. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, THE SIGN SHALL
BE MOUNTED ON THE NEAREST ADJACENT WALL.
8. * INTERNATIONAL SYMBOL OF ACCESSIBILITY TO BE DISPLAYED AT THIS LOCATION. SIZE,
STYLE, LOCATION, AND HEIGHT TO COMPLY WITH ICC/ANSI: SECT. 703.
NOTE: SIGNAGE LIST DOES NOT INCLUDE THE FOLLOWING:
‐ WARNING SIGNAGE FOR ELECTRICAL OR OTHER HAZARDOUS EQUIPMENT.
‐ SIGNAGE FOR ACCESSIBLE PARKING STALLS.
DOOR SIGNAGE SCHEDULE
X
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
INTERIOR SIDE EXIT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
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Sheet No.
Sheet Title
REAL ESTATE
DEVELOPMENT &
MANAGEMENT
200 N. MAIN STREET
OREGON, WI 53575
Plot Date:
Project No.
Drawn by:
Consultant
Seal
Issue Date:
4/14/2014 4:03:46 PM
A602
SCHEDULES ‐ ROOM
FINISHES
LI
O
N
'
S
RI
D
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E
AP
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HO
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S
12
6
5
N.
Fr
o
n
t
a
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e
Ro
a
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t
To
w
n
of
Va
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,
CO
81
6
5
7
14LION‐00‐01
crd/dmk
2014.03.14
SCALE: 1/4" = 1'‐0"
UNIT FRAME & DOOR ELEVATIONS
COMMON AREA ROOM FINISH SCHEDULE
BLDG
ROOM
NO.NAMEFLOORBASEWALLCEILINGCLG HTREMARKS
1
11009SPRINKLER CLOSETSC‐1VBPT‐1PT‐19'‐0"
11110STAIRSSC‐2VBPT‐1N/A9'‐0"
11111STAIRSSC‐2VBPT‐1N/A9'‐0"
11210STAIRSTD‐1N/APT‐1N/A9'‐0"
11211STAIRSTD‐1N/APT‐1N/A9'‐0"
11310STAIRSTD‐1N/APT‐1PT‐19'‐0"
11311STAIRSTD‐1N/APT‐1PT‐19'‐0"
2
22109SPRINKLER CLOSETSC‐1VBPT‐1PT‐19'‐0"
22110STAIRSSC‐2VBPT‐1N/A9'‐0"
22111STAIRSSC‐2VBPT‐1N/A9'‐0"
22210STAIRSTD‐1N/APT‐1N/A9'‐0"
22211STAIRSTD‐1N/APT‐1N/A9'‐0"
22310STAIRSTD‐1N/APT‐1PT‐19'‐0"
22311STAIRS TD‐1N/APT‐1PT‐19'‐0"
3
33111SPRINKLER CLOSETSC‐1VBPT‐1PT‐19'‐0"
33112STAIRS SC‐2VBPT‐1N/A9'‐0"
33113STAIRS SC‐2VBPT‐1N/A9'‐0"
33114STAIRS SC‐2VBPT‐1N/A9'‐0"
33212STAIRS TD‐1N/APT‐1N/A9'‐0"
33213STAIRS TD‐1N/APT‐1N/A9'‐0"
33214STAIRS TD‐1N/APT‐1N/A9'‐0"
33312STAIRS TD‐1N/APT‐1PT‐19'‐0"
33313STAIRS TD‐1N/APT‐1PT‐19'‐0"
33314STAIRS TD‐1N/APT‐1PT‐19'‐0"
4
44113SPRINKLER CLOSETSC‐1VBPT‐1PT‐19'‐0"
44114STAIRS SC‐2VBPT‐1N/A9'‐0"
44115STAIRS SC‐2VBPT‐1N/A9'‐0"
44116STAIRS SC‐2VBPT‐1N/A9'‐0"
44214STAIRS SC‐2VBPT‐1N/A9'‐0"
44215STAIRS TD‐1N/APT‐1N/A9'‐0"
44216STAIRS TD‐1N/APT‐1N/A9'‐0"
44314STAIRS TD‐1N/APT‐1PT‐19'‐0"
44315STAIRS TD‐1N/APT‐1PT‐19'‐0"
44316STAIRS TD‐1N/APT‐1PT‐19'‐0"
SCALE: 3" = 1'‐0"
4 INTERIOR DOOR JAMB
SCALE: 3" = 1'‐0"
5 INTERIOR DOOR HEAD
DateIssue Description
2014.04.10REVISION 1
Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
'*' ISSUED FOR INFORMATION ONLYISSUE LOG KEY:#DATEISSUE LOG MECHANICAL SHEET INDEX TITLE MECHANICAL COVER SHEETM00075% DD FOR PRICING 01.29.2014MECHANICAL SCHEDULESM001 MECHANICAL SITE PLANM100 BUILDING A MECHANICAL PLANSM111 BUILDING A MECHANICAL PLANSM112 BUILDING B MECHANICAL PLANSM121 BUILDING B MECHANICAL PLANSM122 BUILDING C MECHANICAL PLANSM131 BUILDING C MECHANICAL PLANSM132 BUILDING D MECHANICAL PLANSM141 BUILDING D MECHANICAL PLANSM142 UNIT MECHANICAL & PLUMBING PLANSM401 MECHANICAL DIAGRAMS M501
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RISER DIAGRAMSM601 RISER DIAGRAMSM602 1.THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK (PROJECT MANUAL).2.DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.3.ALL SUBCONTRACTORS SHALL BE LICENSED, EXPERIENCED, AND THOROUGHLY KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE CONSTRUCTION INDUSTRY AND SHALL PERFORM IN A RESPONSIBLE MANNER WITH ESTABLISHED CONSTRUCTION SEQUENCE,SHALL RECOGNIZE THE PRIORITY OF THE CONSTRUCTION DOCUMENTS, AND SHALL INFORM THE PRIME CONTRACTOR OF POTENTIAL PROBLEMS WHEN THE CONSTRUCTION DOCUMENTS ARE UNCLEAR OR INCONSISTENT.4.SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME CONTRACTOR OF DISCREPANCIES OR CONFLICTS IN THE CONSTRUCTION DOCUMENTS FOUND DURING BIDDING AND/OR PRIOR TO PERFORMING THE WORK.5.SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS REQUIRED BY THEIR RESPECTIVE AREA OF THE CONSTRUCTION, NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR CONFLICTS.6.IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS, MATERIALS AND/OR EQUIPMENT SHALL BE IDENTIFIED BY THE SUBCONTRACTOR WITH SUFFICIENT TIME TO ALLOW SELECTION, PURCHASE, AND DELIVERY TO MAINTAIN CONSTRUCTION SCHEDULE.7.VERIFY EXACT LOCATIONS OF NEW UNDERGROUND UTILITIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO TRENCHING.CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS.8.OFFSET PIPING, DUCTWORK, ETC. AS NECESSARY TO ACCOMMODATE STRUCTURE, BEAMS, AND COLUMNS.9.WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT, OWNER, AND ENGINEER.10.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN CONFORMANCE WITH ALL APPLICABLE CODES,ORDINANCES AND LIFE SAFETY FEATURES AS REQUIRED BY LOCAL, STATE, OR NATIONAL AUTHORITIES. THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT IF MODIFICATION OF HIS/HER WORK IS REQUIRED FOR COMPLIANCE.11.ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE, OR EXCEED THE MINIMUM MATERIAL AND METHOD REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING, MECHANICAL, PLUMBING, FUEL GAS, ENERGY CONSERVATION, FIRE AND 2011 NATIONAL ELECTRICAL CODES, MOST CURRENT NFPA, ALL LOCAL ORDINANCES AND AMENDMENTS AND MANUFACTURER'S INSTALLATION RECOMMENDATIONS. IF A CONFLICT BETWEEN THOSE PUBLICATIONS EXISTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY.12.PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS. PRIOR TO FINAL PAYMENT, TURN OVER TO ARCHITECT ALL CERTIFICATES OF COMPLETION.13.WARRANTY THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE WARRANTY SHALL BE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER.14.SUBMIT RECORD DOCUMENTS TO ARCHITECT. DOCUMENTS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS,ALTERATIONS, REROUTINGS, ETC.15.SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION PRIOR TO ACCEPTANCE BY THE OWNER.16.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. PERFORM AT A MINIMUM ALL CODE REQUIRED TESTS OR SYSTEMS. IF TESTS OF WORK ARE DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO ADDITIONAL COST TO OWNER.17.ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.18.FAILURE TO ORDER, OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS.19.TEMPORARY HEAT SHALL BE FURNISHED BY THE GENERAL CONTRACTOR. USE OF THE PERMANENT HEATING SYSTEM WILL NOT BE ALLOWED.20.PROVIDE 4” HIGH CONCRETE EQUIPMENT PADS BENEATH FLOOR MOUNTED MECHANICAL EQUIPMENT, IN ADDITION TO ANY BASE ASSEMBLIES REQUIRED OR RECOMMENDED BY THE MANUFACTURER.21.SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL CEILING PENETRATIONS AND AIR DEVICE LOCATIONS.22.COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE PROTECTION, ELECTRICAL, LANDSCAPING, AND INTERIOR DESIGN DRAWINGS PRIOR TO INSTALLATION.23.CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AVAILABLE.24.MOUNT ALL STATS AT 48” A.F.F. IN “ACCESSIBLE” AREAS, 4'6” A.F.F. IN OTHER AREAS, UNLESS NOTED OTHERWISE. COORDINATE LOCATION WITH WALL FINISH, AND TO AVOID CASEWORK, FURNITURE, DOOR SWINGS, HEAT SOURCES, AND EXTERIOR WALLS.NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO BEGINNING THERMOSTAT INSTALLATION.25.PROVIDE ¼” GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR DUCTS OR OPENINGS, AND ALL OPEN END RETURN AND EXHAUST DUCTS.26.ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEET METAL DIMENSIONS. DUCT LINER HAS BEEN ACCOUNTED FOR.27.DUCTWORK NOTES:A.DIFFUSER NECK SIZE IS SAME AS FLEXIBLE DUCT SIZE.B.UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION SHALL BE MADE WITH RADIUS ELBOWS WITH RADIUS TO CENTERLINE EQUAL TO 1.5 DUCT WIDTH.31.REFER TO PLUMBING FIXTURE CONNECTIONS SCHEDULE FOR PIPE SIZES TO INDIVIDUAL PLUMBING FIXTURES.32.PROVIDE SHOCK ARRESTERS AT ALL DOMESTIC HOT AND COLD WATER BRANCHES SERVING FIXTURES AND EQUIPMENT WITH QUICK CLOSING VALVES. SUCH FIXTURES AND EQUIPMENT INCLUDES FLUSH VALVE WATER CLOSETS, DISHWASHERS, ICE MACHINES, AND CLOTHES WASHERS. SHOCK ARRESTERS SHALL BE CONSTRUCTED WITH A PISTON IN A SEALED COPPER TUBE CHAMBER, AND APPROVED FOR INSTALLATION WITHIN WALLS WITHOUT ACCESS PANELS. SIOUX CHIEF OR EQUIVALENT. BELLOWS TYPE NOT ACCEPTABLE.33.PROVIDE EXPANSION JOINTS OR LOOPS ON ALL HEATING WATER PIPING RUNS IN EXCESS OF 50 FEET AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.34.GRADE AND VALVE ALL HEATING WATER PIPING WITH 3/4" HOSE END VALVES TO PERMIT COMPLETE DRAINAGE OF THE SYSTEM.VENT ALL HIGH POINTS IN THE EQUIPMENT ROOMS AS NECESSARY WITH AUTOMATIC AIR VENTS PIPED TO A CONVENIENT DRAIN.PROVIDE ALL HIGH POINTS IN SYSTEM OUTSIDE OF EQUIPMENT ROOMS WITH COMBINATION AUTOMATIC/MANUAL AIR VENTS AS REQUIRED TO RELIEVE AIR IN THE SYSTEM.35.EQUIPMENT LABELS: LABEL ALL PIPING AND EQUIPMENT. PROVIDE FULL BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON PIPING. PROVIDE ENGRAVED PLASTIC VALVE TAGS WITH VALVE NUMBER AND ATTACH WITH STANDARD CHAIN OR S-HOOKS.PROVIDE ENGRAVED PLASTIC SIGN ON OR NEAR SPECIFIED EQUIPMENT.36.INSULATE ALL EXHAUST DUCTS PENETRATING THE ENVELOPE 10' INBOARD OF ENVELOPE PENETRATION, UNLESS NOTED OTHERWISE.MECHANICAL GENERAL NOTES:
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11 Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M001MECHANICAL SCHEDULESSMW/ZRW
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M100SITE MECHANICAL PLANSMW/ZRW
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31 CSST GAS RISER TO UNITS ABOVE.31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.37 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.1-1/4" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.RE: ENLARGED MODEL PLANS FOR EXTENT AND COORDINATION OF PIPING & VENTING IN MAIN CHASE WALL, TYP.37 CSST GAS RISERS TO UNITS ABOVE.CSST GAS PIPING AND DCW ROUTED AROUND STAIRWELL PERIMETERS TO BE STACKED VERTICALLY & PIPED WITHIN UNIT SIDEWALL ASSEMBLY.1" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.1FLAG NOTES:
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P11.CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL,FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS.2.AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C.CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR.3.RE: D/M501 FOR CLEANOUT DIAGRAMS.4.RE: B & C/M501 FOR DOMESTIC WATER ENTRANCE DIAGRAMS.5.RE: A/M501 FOR FIRE ENTRY PIPING DIAGRAM.6.NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER.7.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION.8.PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED.TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL OR COPPER AT PENETRATIONS AND PROVIDE FIRE RATED ACCESS PANELS TO FITTINGS.9.ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS.NOTES:
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M111BLDG 1 ‐ F1 & F2 Mechanical PlansSMW/ZRW
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51.CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL,FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS.2.AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C.CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR.3.ROOF PENETRATIONS MIN. 4' FROM FIREWALLS.4.RE: E/M501 FOR VTR DIAGRAM.5.NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER.6.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION.7.TERMINATE PLUMBING VENTS NOT LESS THAN 12"ABOVE ROOF.8.PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED.TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL OR COPPER AT PENETRATIONS AND PROVIDE FIRE RATED ACCESS PANELS TO FITTINGS.9.ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS.10.ALL 3RD FLOOR DUCTWORK SHALL BE INSULATED WITH MIN. R8 INSULATION.11.OFFSET VENTS AND EXHAUST DUCTS IN ATTIC WITH 45° FITTINGS IF POSSIBLE.NOTES:
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2
3
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D C B A
1
2
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M112BLDG 1 F3 & ROOF MECHANICAL PLANSSMW/ZRW
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NOTES:31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.31 CSST GAS RISERS TO UNITS ABOVE.RE: ENLARGED MODEL PLANS FOR EXTENTS AND COORDINATION OF PIPING AND VENTING IN MAIN CHASE WALL, TYP.1-1/4"DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.CSST GAS PIPING AND DCW ROUTED AROUND STAIRWELL PERIMETERS TO BE STACKED VERTICALLY & PIPED WITHIN UNIT SIDEWALL ASSEMBLY.1" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.1FLAG NOTES:
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M121BLDG 2 F1 & F2 MECHANICAL PLANSSMW/ZRW
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NOT USED.31 CSST GAS TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.1-1/4" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.RE: ENLARGED MODEL PLANS FOR EXTENT AND COORDINATION OF PIPING & VENTING IN MAIN CHASE WALL, TYP.1" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.1 2 3 41.CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL,FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS.2.AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C.CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR.3.ROOF PENETRATIONS MIN. 4' FROM FIREWALLS.4.RE: E/M501 FOR VTR DIAGRAM.5.NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER.6.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION.7.TERMINATE PLUMBING VENTS NOT LESS THAN 12"ABOVE ROOF.8.PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED.TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL OR COPPER AT PENETRATIONS AND PROVIDE FIRE RATED ACCESS PANELS TO FITTINGS.9.ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS.10.ALL 3RD FLOOR DUCTWORK SHALL BE INSULATED WITH MIN. R8 INSULATION.11.DRYER EXHAUST TERMINATIONS SHALL BE LOCATED A MINIMUM 10' FROM COMBUSTION AIR INLETS.12.OFFSET VENTS AND EXHAUST DUCTS IN ATTIC WITH 45° FITTINGS IF POSSIBLE.
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M122BLDG 2 F3 & ROOF MECHANICAL PLANSSMW/ZRW
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NOTES:31 CSST GAS RISERS TO UNITS ABOVE.37 CSST GAS RISERS TO UNITS ABOVE.31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.37 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.1-1/4" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.RE: ENLARGED MODEL PLANS FOR EXTENTS &COORDINATION OF PIPING & VENTING IN MAIN CHASE WALL, TYP.CSST GAS PIPING AND DCW ROUTED AROUND STAIRWELL PERIMETERS TO BE STACKED VERTICALLY & PIPED WITHIN UNIT SIDEWALL ASSEMBLY.1" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.1FLAG NOTES:
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1 31.CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL,FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS.2.AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C.CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR.3.RE: D/M501 FOR CLEANOUT DIAGRAMS.4.RE: B & C/M501 FOR DOMESTIC WATER ENTRANCE DIAGRAMS.5.RE: A/M501 FOR FIRE ENTRY PIPING DIAGRAM.6.NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER.7.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION.8.PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED.TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL OR COPPER AT PENETRATION AND PROVIDE FIRE RATED ACCESS PANELS TO FITTINGS.9.ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS.6 P3P253
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M131BLDG 3 F1 & F2 MECHANICAL PLANSSMW/ZRW
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FLAG NOTES:NOT USED.31 CSST GAS TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.37 CSST GAS TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.1-1/4" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.RE: ENLARGED MODEL PLANS FOR EXTENT AND COORDINATION OF PIPING & VENTING IN MAIN CHASE WALL, TYP.1" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.1 2 3 4 51.CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL,FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS.2.AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C.CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR.3.ROOF PENETRATIONS MIN. 4' FROM FIREWALLS.4.RE: E/M501 FOR VTR DIAGRAM.5.NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER.6.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION.7.TERMINATE PLUMBING VENTS NOT LESS THAN 12"ABOVE ROOF.8.PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL OR COPPER AT PENETRATIONS AND PROVIDE FIRE RATED ACCESS PANELS TO FITTINGS.9.ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS.10.ALL 3RD FLOOR DUCTWORK SHALL BE INSULATED WITH MIN. R8 INSULATION.11.OFFSET VENTS AND EXHAUST DUCTS IN ATTIC WITH 45° FITTINGS IF POSSIBLE.NOTES:
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61 Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M132BLDG 3 F1 & ROOF MECHANICAL PLANSSMW/ZRW
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NOTES:1.CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL,FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS.2.AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C.CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR.3.RE: D/M501 FOR CLEANOUT DIAGRAMS.4.RE: B & C/M501 FOR DOMESTIC WATER ENTRANCE DIAGRAMS.5.RE: A/M501 FOR FIRE ENTRY PIPING DIAGRAM.6.NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER.7.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION.8.PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED.TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL OR COPPER AT PENETRATIONS AND PROVIDE FIRE RATED ACCESS PANELS TO FITTINGS.9.ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS.W H P11
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RE: M401 FOR TYPICAL 2 BEDROOM LAYOUT.DOMESTIC WATER AND FIRE SPRINKLER ENTRY.4" DCW TO BUILDING FROM CIVIL.4"FIRE SPRINKLER SERVICE TO BUILDING. RE: CIVIL FCT.FFIRE SPRINKLER LINE TO FIRE PROTECTION SERVICE BY DESIGN BUILD CONTRACTOR.P1 ROUTE 2-1/2" DCW IN CEILING TO MAIN CHASE WALL. ROUTE DCW IN MAIN CHASE WALL TO RISERS.1 3P3P2 8 3 31 CSST GAS RISERS TO UNITS ABOVE.37 CSST GAS RISERS TO UNITS ABOVE.31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.37 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.1-1/4" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.RE: ENLARGED MODEL PLANS FOR EXTENTS &COORDINATION OF PIPING & VENTING IN MAIN CHASE WALL, TYP.CSST GAS PIPING AND DCW ROUTED AROUND STAIRWELL PERIMETERS TO BE STACKED VERTICALLY & PIPED WITHIN UNIT SIDEWALL ASSEMBLY.1" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.1FLAG NOTES:2 3 4 5 61
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ROUTE VERTICALLY STACKED CSST GAS &DCW IN WALL ABOVE DOOR HEADERS, TYP.SHOWN OFFSET FOR CLARITY.WV 2"1-1/2"WASTE AND VENT TO MAIN SANITARY SYSTEM.CONTINUATION DESIGN BUILD BY CONTRACTOR.8 Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M141BLDG 4 F1 & F2 MECHANICAL PLANSSMW/ZRW
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FLAG NOTES:31 CSST GAS TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.37 CSST GAS TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT UNIT. RE: M401 FOR CONTINUATION.1-1/4" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.RE: ENLARGED MODEL PLANS FOR EXTENT AND COORDINATION OF PIPING & VENTING IN MAIN CHASE WALL, TYP.1" DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE AT EACH UNIT.1 2 3 41.CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS,ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS.2.AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR.3.ROOF PENETRATIONS MIN. 4' FROM FIREWALLS.4.RE: E/M501 FOR VTR DIAGRAM.5.NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS.PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER.6.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION.7.TERMINATE PLUMBING VENTS NOT LESS THAN 12" ABOVE ROOF.8.PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL OR COPPER AT PENETRATIONS AND PROVIDE FIRE RATED ACCESS PANELS TO FITTINGS.9.ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS,OR WITH ACCESS PANELS IN HARD-LID CEILINGS.10.ALL 3RD FLOOR DUCTWORK SHALL BE INSULATED WITH MIN R8 INSULATION.11.OFFSET VENTS AND EXHAUST DUCTS IN ATTIC WITH 45° FITTINGS IF POSSIBLE.NOTES:
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51 Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M142BLDG 4 F3 & ROOF MECHANICAL PLANSSMW/ZRW
Re
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w
e
d
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 UNIT MECHANICAL AND PLUMBING PLANSMW/ZRW M401
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M501MECHANICAL DIAGRAMSSMW/ZRW
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4
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M502MECHANICAL DIAGRAMSSMW/ZRW
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1.TYPICAL WASTE AND VENT RISER DIAGRAMS SHOWN DO NOT REFLECT UNIQUE ACCESSIBLE UNIT LAYOUTS. RE: M402 FFI.2.FIRE SPRINKLER ROOM WASTE AND VENT NOT DEPICTED IN RISER DIAGRAMS SHOWN. SEE CORRESPONDING 1ST FLOOR MECHANICAL PLAN FFI.NOTES:
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1BLDG 4TOTAL BLDG. DFUs BLDG 3BLDG 2BLDG 1 710578491491 1 Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M601W & V ISOMETRICSSMW/ZRW
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 M602W & V ISOMETRICSSMW/ZRW
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BID AND BUILDING PERMIT
03/14/14
Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E000ELECTRICAL COVER SHEETMBS
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RECESS DEPTHLAMPSINPUT WATTSVOLTMANUFACTURERCATALOG NUMBERSPECIFICNOTESQTYTYPE
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TCH IN/OVER SYMBOL). MINIMUM LIGHT OUTPUT FOR EM BALLAST SHALL BE 600 LUMENS.
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WIRING SCHEDULE - COPPER AMPS(3WG)(4WG)1Ø, 3 WIRE, GROUND OR 3Ø, 3 WIRE, GROUND3Ø, 4 WIRE, GROUND 60(3#4 & 1#10 G) 1"C(4#4 & 1#10 G) 1 1/4"C 70(3#4 & 1#8 G) 1 1/4"C(4#4 & 1#8 G) 1 1/4"C 80(3#2 & 1#8 G) 1 1/4"C(4#2 & 1#8 G) 1 1/2"C 90(3#2 & 1#8 G) 1 1/4"C(4#2 & 1#8 G) 1 1/2"C 100(3#1 & 1#8 G) 1 1/2"C(4#1 & 1#8 G) 1 1/2"C 110(3#1 & 1#6 G) 1 1/2"C(4#1 & 1#6 G) 1 1/2"C 125(3#1 & 1#6 G) 1 1/2"C(4#1 & 1#6 G) 1 1/2"C 150(3#1/0 & 1#6 G) 1 1/2"C(4#1/0 & 1#6 G) 2"C 175(3#2/0 & 1#6 G) 2"C(4#2/0 & 1#6 G) 2"C 200(3#3/0 & 1#6 G) 2"C(4#3/0 & 1#6 G) 2"C 225(3#4/0 & 1#4 G) 2"C(4#4/0 & 1#4 G) 2 1/2"C 250(3-250 KCMIL & 1#4 G) 2 1/2"C(4-250 KCMIL & 1#4 G) 3"C 300(3-350 KCMIL & 1#4 G) 3"C(4-350 KCMIL & 1#4 G) 3"C 380(3-500 KCMIL & 1#3 G) 3"C(4-500 KCMIL & 1#3 G) 3 1/2"C 4002[(3#3/0 & 1#3 G) 2"C]2[(4#3/0 & 1#3 G) 2 1/2"C]4502[(3#4/0 & 1#2 G) 2"C]2[(4#4/0 & 1#2 G) 2 1/2"C]5002[(3-250 KCMIL & 1#2 G) 2 1/2"C]2[(4-250 KCMIL & 1#2 G) 3"C]6002[(3-350 KCMIL & 1#1 G) 3"C]2[(4-350 KCMIL & 1#1 G) 3"C]7002[(3-500 KCMIL & 1#1/0 G) 3"C]2[(4-500 KCMIL & 1#1/0 G) 3 1/2"C]7602[(3-500 KCMIL & 1#1/0 G) 3"C]2[(4-500 KCMIL & 1#1/0 G) 3 1/2"C]8003[(3-300 KCMIL & 1#1/0 G) 2 1/2"C]3[(4-300 KCMIL & 1#1/0 G) 3"C]10003[(3-400 KCMIL & 1#2/0 G) 3"C]3[(4-400 KCMIL & 1#2/0 G) 3"C]CONDUCTOR SIZES ARE BASED ON 60° TERMINATIONS LESS THAN 100A AND 75° TERMINATIONS GREATER THAN 100A CONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION).MECHANICAL EQUIPMENT SCHEDULE MARKDESCRIPTIONVOLT /PHASEWATTSFLADISCONNECTFEEDERSPECIFIC NOTES F-1DWELLING UNIT FURNACE120 / 1-4.820A 1P2-#12, #12 GRD WH-1DWELLING UNIT WATER HEATER120 / 1-5.020A 1P2-#12, #12 GRD WH-2DWELLING UNIT WATER HEATER120 / 175-20A 1P2-#12, #12 GRD EF-1DWELLING UNIT EXHAUST FAN120 / 115-20A 1P2-#12, #12 GRD CUH-1CABINET UNIT HEATER208 / 38,000--4-#10, #10 GRD UH-2CABINET UNIT HEATER208 / 12,000-20A 2P3-#12, #12 GRD GENERAL NOTES:A.SEE SPECIFICATIONS FOR ELECTRICAL DIVISION AND MECHANICAL DIVISION MOTOR STARTER COORDINATION.B.PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP.C.PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING.D.WHEN EQUIPMENT IS LISTED WITH ONLY A HORSEPOWER RATING THE DISCONNECT AND FEEDER ARE SIZED PER THE N.E.C.SPECIFIC NOTES:(1)(2)(3)(4)
1
Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E001ELECTRICAL SCHEDULESMBS
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1.SITE LIGHTING WILL BE CONTROLLED TOGETHER LIGHTING CONTROL PANEL LOCATED IN THE MAINTENANCE SHOP.2.TRASH ENCLOSURE LIGHTING WILL BE CIRCUITED TO NEAREST HOUSE PANEL.3.PANEL 'M1' SHALL BE SUB-FED OUT OF NEAREST HOUSE PANEL.NOTES:INSTALL LED FLEX LIGHT ON TOP AND BOTTOM BORDER OF ENTRY SIGN (2 SIDES). REFER TO ARCHITECTURAL PLANS FOR SIGN DETAIL.PROVIDE QTRAN LED DRIVER PRODUCT #Q-SET-ELED-60-UNV/12 WITH IN GRADE BOX PRODUCT # Q-VAULT-5 OR EQUIVALENT FOR SIGN LIGHTING. INSTALL BOX IN SIGN STRUCTURE COORDINATE WITH ARCHITECTURAL FOR MOUNTING DETAILS.PROVIDE DOUGLAS LITEPAK PRODUCT # WPAK8 FOR SITE LIGHTING CONTROL. LIGHTING CIRCUITS M1-1,3,5,9,11,13,15 SHALL BE CONTROLLED.PROVIDE POWER FOR ROLLER DOOR MOTOR.COORDIANTE INSTALLATION AND CONTROL WITH ROLLER DOOR MANUFACTURER.PROVIDE COLD WEATHER COMPATIBLE OCCUPANCY SENSOR WATTSTOPPER #CB-100 WITH WATTSTOPPER POWERPACK #BZ-150.1FLAG NOTES:
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5M1-10 Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E100SITE ELECTRICAL PLANMBS
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1.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 1110, 1210, 1111, AND 1211 TO CIRCUIT 'P21-22'.2.WALL SCONCES IN CORRIDORS FIXTURE TYPE 'W1' ARE TO BE MOUNTED 8'-6" AFF.NOTES:PROVIDE TWO (2) RAYCHEM # AMC-1A WITH E304 CONTACTER FOR HEAT TRACE CONTROL. REFER TO DIAGRAM E SHEET E502.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.COORDINATE EXACT QUANTITY AND LOCATION WITH FIRE PROTECTION CONTRACTOR.1FLAG NOTES:
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E111BLDG 1 F1 & F2 ELECTRICAL PLANSMBS
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1.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 1310 AND 1311 TO CIRCUIT 'P11-30'.3.WALL SCONCES IN CORRIDORS FIXTURE TYPE 'W1' ARE TO BE MOUNTED 8'-6" AFF.NOTES:PROVIDE JUNCTION BOX ON UNDER SIDE OF ROOF EAVE FOR HEAT TRACE POWER. CIRCUIT POWER TO 30MA GFCI TYPE CIRCUIT BREAKER.PROVIDE HEAT TRACE RAYCHEM # GM2XT 12W/FT SELF REGULATING. ROUTE IN ALL GUTTER AND DOWNSPOUTS. HEAT TRACE SHALL BE ROUTED 24"BELOW GRADE IN DOWNSPOUTS. PROVIDE ALL ROOF CLIPS, DOWNSPOUT HANGERS, POWER CONNECTORS, ETC, NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. PROVIDE AMBIENT THERMOSTAT CONTROLS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROVIDE ALL RECOMMENDED TESTING.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.1FLAG NOTES:
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Sheet No.Sheet TitleDCBA1
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3
4
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D C B A
1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E112BLDG 1 F3 & ROOF ELECTRICAL PLANSMBS
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PROVIDE TWO (2) RAYCHEM # AMC-1A WITH E304 CONTACTER FOR HEAT TRACE CONTROL. REFER TO DIAGRAM E SHEET E502.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.COORDINATE EXACT QUANTITY AND LOCATION WITH FIRE PROTECTION CONTRACTOR.1FLAG NOTES:
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P2
1
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P2
1
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P2
1
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P2
1
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P2
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P2
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X2 X2
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1.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 2110 AND 2210 TO CIRCUIT 'P21-22'.2.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 2111 AND 2211 TO CIRCUIT 'P22-6'.3.WALL SCONCES IN CORRIDORS FIXTURE TYPE 'W1' ARE TO BE MOUNTED 8'-6" AFF.NOTES:
P2
1
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2
0
P2
1
-
2
0
P2
1
-
2
0
P2
2
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X2 X2
X2 X2
X2 X2
X2 X2
P2
2
-
4
P2
2
-
4
X2 X2
X2 X2
Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E121BLDG 2 F1 & F2 ELECTRICAL PLANSMBS
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1.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 2310 TO CIRCUIT 'P21-22'.2.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 2311 TO CIRCUIT 'P22-6'.3.WALL SCONCES IN CORRIDORS FIXTURE TYPE 'W1' ARE TO BE MOUNTED 8'-6" AFF.NOTES:PROVIDE JUNCTION BOX ON UNDER SIDE OF ROOF EAVE FOR HEAT TRACE POWER. CIRCUIT POWER TO 30MA GFCI TYPE CIRCUIT BREAKER.PROVIDE HEAT TRACE RAYCHEM # GM2XT 12W/FT SELF REGULATING. ROUTE IN ALL GUTTER AND DOWNSPOUTS. HEAT TRACE SHALL BE ROUTED 24"BELOW GRADE IN DOWNSPOUTS. PROVIDE ALL ROOF CLIPS, DOWNSPOUT HANGERS, POWER CONNECTORS, ETC, NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. PROVIDE AMBIENT THERMOSTAT CONTROLS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROVIDE ALL RECOMMENDED TESTING.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.1FLAG NOTES:
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P2
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P2
1
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,
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P2
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,
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1
P2
1
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,
1
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P2
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,
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P2
1
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,
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P2
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P2
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E122BLDG 2 F3 & ROOF ELECTRICAL PLANSMBS
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1.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 3112 AND 3212 TO CIRCUIT 'P31-10'.2.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 3113, 3114, 3213, AND 3214 TO CIRCUIT 'P32-10'.3.WALL SCONCES IN CORRIDORS FIXTURE TYPE 'W1' ARE TO BE MOUNTED 8'-6" AFF.NOTES:PROVIDE TWO (2) RAYCHEM # AMC-1A WITH E304 CONTACTER FOR HEAT TRACE CONTROL. REFER TO DIAGRAM E SHEET E502.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.COORDINATE EXACT QUANTITY AND LOCATION WITH FIRE PROTECTION CONTRACTOR.1FLAG NOTES:
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P3
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E131BLDG 3 F1 & F2 ELECTRICAL PLANSMBS
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1.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 3312 TO CIRCUIT 'P31-10'.2.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 3313 AND 3314 TO CIRCUIT 'P32-10'.3.WALL SCONCES IN CORRIDORS FIXTURE TYPE 'W1' ARE TO BE MOUNTED 8'-6" AFF.NOTES:PROVIDE JUNCTION BOX ON UNDER SIDE OF ROOF EAVE FOR HEAT TRACE POWER. CIRCUIT POWER TO 30MA GFCI TYPE CIRCUIT BREAKER.PROVIDE HEAT TRACE RAYCHEM # GM2XT 12W/FT SELF REGULATING. ROUTE IN ALL GUTTER AND DOWNSPOUTS. HEAT TRACE SHALL BE ROUTED 24"BELOW GRADE IN DOWNSPOUTS. PROVIDE ALL ROOF CLIPS, DOWNSPOUT HANGERS, POWER CONNECTORS, ETC, NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. PROVIDE AMBIENT THERMOSTAT CONTROLS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROVIDE ALL RECOMMENDED TESTING.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.1FLAG NOTES:
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P31-8 Sheet No.Sheet TitleDCBA1
2
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4
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E132BLDG 3 F3 & ROOF ELECTRICAL PLANSMBS
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PROVIDE TWO (2) RAYCHEM # AMC-1A WITH E304 CONTACTOR FOR HEAT TRACE CONTROL. REFER TO DIAGRAM E SHEET E502.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.COORDINATE EXACT QUANTITY AND LOCATION WITH FIRE PROTECTION CONTRACTOR.1FLAG NOTES:2 C1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E141BLDG 4 F3 & ROOF ELECTRICAL PLANSMBS
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PROVIDE JUNCTION BOX ON UNDER SIDE OF ROOF EAVE FOR HEAT TRACE POWER.CIRCUIT POWER TO 30MA GFCI TYPE CIRCUIT BREAKER.PROVIDE HEAT TRACE RAYCHEM # GM2XT 12W/FT SELF REGULATING. ROUTE IN ALL GUTTER AND DOWNSPOUTS. HEAT TRACE SHALL BE ROUTED 24" BELOW GRADE IN DOWNSPOUTS. PROVIDE ALL ROOF CLIPS,DOWNSPOUT HANGERS, POWER CONNECTORS, ETC, NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.PROVIDE AMBIENT THERMOSTAT CONTROLS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROVIDE ALL RECOMMENDED TESTING.PROVIDE SWITCHING PHOTOSENSOR WATTSTOPPER # LS-102 WITH WATTSTOPPER POWERPACK #BZ-150.1FLAG NOTES:
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W1W1 W1W1 W1W1X2X2X2X21.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 4314 TO CIRCUIT 'P41-10'.2.CIRCUIT EXIT SIGNS AND EMERGENCY LIGHT FIXTURES IN CORRIDOR 4315 AND 4316 TO CIRCUIT 'P42-12'.3.WALL SCONCES IN CORRIDORS FIXTURE TYPE 'W1' ARE TO BE MOUNTED 8'-6" AFF.NOTES:
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P41-8 Sheet No.Sheet TitleDCBA1
2
3
4
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1
2
3
4
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E142BLDG 4 F3 & ROOF ELECTRICAL PLANSMBS
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1.PROVIDE TAMPER RESISTANT RECEPTACLES IN ACCORDANCE WITH NEC 406.12.2.PROVIDE ARC-FAULT PROTECTED CIRCUIT BREAKERS FOR ALL 120 VOLT CIRCUITS IN ACCORDANCE WITH NEC 210.12.3.NMM TYPE CABLE IS NOT PERMITTED MC TYPE CABLE SHALL BE USED FOR LIGHTING AND RECEPTACLE BRANCH CIRCUITS.NOTES:NOT USED.PROVIDE ADDRESSABLE TYPE SMOKE DETECTOR CONNECTED TO FIRE ALARM SYSTEM WITH SOUNDER BASE.EF-1 IS COMBINATION EXHAUST FAN/LIGHT PROVIDE ONE (1) SWITCH TO CONTROL FAN AND ONE (1) TO CONTROL LIGHT.PROVIDE CARBON MONOXIDE DETECTOR. CONNECT SENSOR TO CENTRAL FIRE ALARM PANEL.PROVIDE BACKING FOR CEILING FAN/LIGHT FOR TYPE 'S1' FIXTURES IN LIVING ROOMS AND BEDROOMS. PROVIDE ADD ALTERNATE PRICE FOR CEILING FAN/LIGHT SEE PRICING NOTE SHEET E000.1FLAG NOTES:
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E401ELECTRICALDIAGRAMXXXXXXMBS
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E402ELECTRICALDIAGRAMXXXXXXMBS
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4-2054-306 P4-24-1074-2074-307 4-1104-1094-2084-2104-3084-309 4-1084-2094-310 4-1114-1124-2124-2114-3124-311
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GROUND LEVELSECOND LEVELTHIRD LEVEL
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150(3WG)150(3WG)
150(3WG)
175(3WG)
175(3WG)
100(3WG)
150(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
150(3WG)
100(3WG)
100(3WG)100(3WG)
100(3WG)
100(3WG)
100(3WG)
150(3WG)150(3WG)
150(3WG)
150(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)
100(3WG)100(3WG)
100(3WG)
100(3WG)
100(3WG)
150(3WG)
150(3WG)
150(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
150(3WG)150(3WG)
150(3WG)
175(3WG)
175(3WG)
150(3WG)
150(3WG)
150(3WG)
150(3WG)
100(3WG)
100(3WG)
150(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)
100(3WG)100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)
100(3WG)150(3WG)150(3WG)150(3WG)150(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(3WG)100(4WG)
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F41
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F43F45F46F44F47F48F50F49F51F52F53F54
F5
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F5
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F109F116F115F110F112F114F113F111F122F121F119F120F118F117F126F125F124F123F127F128
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Sheet No.Sheet TitleDCBA1
2
3
4
5
D C B A
1
2
3
4
5
REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E501ELECTRICAL ONE‐LINE DIAGRAMMBS
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BOLLARD HOUSING 16" DIA.CONDUIT & WIRINGFINISHED GRADE BOLLARD BASE DIAGRAM NO SCALEBANCHOR BOLTS, PER MANUFACTURER'S TEMPLATE.24"18"12" FROM EDGE OF PATH CONCRETE BASECOILED BELOW CONCRETE BASE.20 L.F. OF BARE #4 COPPER 24" DIA.11-GAGE STEEL POLE.FINISHED GRADEBASE COVER.HANDHOLE COVER.6"GROUND LUG.4'-0" MINIMUM - CONFIRM DEPTH WITH STRUCTURAL CONDUIT & WIRING.POLE BASE DIAGRAM NO SCALEAGROUT AFTER LEVELING POLE.ANCHOR BOLTS, PER MANUFACTURER'S TEMPLATE.FINISH EXPOSED CONCRETE PER ARCHITECT.PRECAST REINFORCED CONCRETE POLE BASE24" MINIMUM36" FROM EDGE OF CURB (AA)12" FROM EDGE OF PATH (CC)EXTERIOR LIGHTING CONTROL DIAGRAM NO SCALETYPICAL120VSYSTEM CLOCK TC DOUGLAS LIGHTING CONTROL PANEL #WPAK-33524-S C(WPC-5527)TO EXTERIOR LIGHTSFACING NORTHMOUNTED ON ROOFPCPHOTOCELL
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E502ELECTRICAL DIAGRAMSMBS
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LOAD SUMMARY - MMC 11 (800 AMPS - 208 VOLTS)VOLTAGE:208NUMBER OFPANEL LOADUNIT TOTAL LOAD PHASE:3UNITS(VA)(VA)A327,842.883,528 C928,622.8257,605 D928,742.8258,685 E328,805.886,417 TOTAL NUMBER OF UNITS24 CALCULATED RESIDENTIAL LOAD686,236VA DEMAND FACTOR (PER TABLE 220-32)0.36 DEMANDED RESIDENTIAL LOAD247,045VA 685.7AMPS PANEL P1-131,670VA TOTAL DEMAND278,715VA 774.2AMPS Note:LOAD SUMMARY - MMC 21 (600 AMPS - 208 VOLTS)VOLTAGE:208NUMBER OFPANEL LOADUNIT TOTAL LOAD PHASE:3UNITS(VA)(VA)A327,842.883,528 C328,622.885,868 D628,742.8172,457 TOTAL NUMBER OF UNITS12 CALCULATED RESIDENTIAL LOAD341,854VA DEMAND FACTOR (PER TABLE 220-32)0.41 DEMANDED RESIDENTIAL LOAD140,160VA 389.0AMPS PANEL P2-125,902VA TOTAL DEMAND166,062VA 461.3AMPS Note:LOAD SUMMARY - MMC 22 (600 AMPS - 208 VOLTS)VOLTAGE:208NUMBER OFPANEL LOADUNIT TOTAL LOAD PHASE:3UNITS(VA)(VA)C628,622.8171,737 D328,742.886,228 E328,805.886,417 TOTAL NUMBER OF UNITS12 CALCULATED RESIDENTIAL LOAD344,383VA DEMAND FACTOR (PER TABLE 220-32)0.41 DEMANDED RESIDENTIAL LOAD141,197VA 391.9AMPS PANEL P2-210,424VA TOTAL DEMAND151,621VA 421.2AMPS Note:LOAD SUMMARY - MMC 31 (600 AMPS - 208 VOLTS)VOLTAGE:208NUMBER OFPANEL LOADUNIT TOTAL LOAD PHASE:3UNITS(VA)(VA)C628,622.8171,737 D328,742.886,228 E328,805.886,417 TOTAL NUMBER OF UNITS12 CALCULATED RESIDENTIAL LOAD344,383VA DEMAND FACTOR (PER TABLE 220-32)0.41 DEMANDED RESIDENTIAL LOAD141,197VA 391.9AMPS PANEL P3-126,709VA TOTAL DEMAND167,906VA 466.4AMPS Note:LOAD SUMMARY - MMC 32 (600 AMPS - 208 VOLTS)VOLTAGE:208NUMBER OFPANEL LOADUNIT TOTAL LOAD PHASE:3UNITS(VA)(VA)A927,842.8250,585 B327,944.883,834 C328,622.885,868 D328,742.886,228 TOTAL NUMBER OF UNITS18 CALCULATED RESIDENTIAL LOAD506,516VA DEMAND FACTOR (PER TABLE 220-32)0.38 DEMANDED RESIDENTIAL LOAD192,476VA 534.3AMPS PANEL P3-218,424VA TOTAL DEMAND210,900VA 585.8AMPS Note:LOAD SUMMARY - MMC 41 (800 AMPS - 208 VOLTS)VOLTAGE:208NUMBER OFPANEL LOADUNIT TOTAL LOAD PHASE:3UNITS(VA)(VA)B327,944.883,834 C928,622.8257,605 D628,742.8172,457 TOTAL NUMBER OF UNITS18 CALCULATED RESIDENTIAL LOAD513,896VA DEMAND FACTOR (PER TABLE 220-32)0.38 DEMANDED RESIDENTIAL LOAD195,281VA 542.0AMPS PANEL P4-131,670VA TOTAL DEMAND226,950VA 630.4AMPS Note:LOAD SUMMARY - MMC 42 (600 AMPS - 208 VOLTS)VOLTAGE:208NUMBER OFPANEL LOADUNIT TOTAL LOAD PHASE:3UNITS(VA)(VA)A327,842.883,528 B627,944.8167,669 C628,622.8171,737 D328,742.886,228 TOTAL NUMBER OF UNITS18 CALCULATED RESIDENTIAL LOAD509,162VA DEMAND FACTOR (PER TABLE 220-32)0.38 DEMANDED RESIDENTIAL LOAD193,482VA 537.1AMPS PANEL P4-220,848VA TOTAL DEMAND214,330VA 595.4AMPS Note:
N.
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18090VA MINIMUM ELECTRICAL SERVICE SIZE:87.0AMPS
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1200VA
DR
Y
E
R
1
5
0
0
0
V
A
=
5
0
0
0
V
A
TO
T
A
L
A
P
P
L
I
A
N
C
E
L
O
A
D
:
19456VAX100%=19456VA
TO
T
A
L
N
O
N
-
M
E
C
H
A
N
I
C
A
L
L
O
A
D
:
27034VA
NE
C
2
2
0
.
3
0
NE
C
D
E
M
A
N
D
F
A
C
T
O
R
F
O
R
O
P
T
I
O
N
A
L
M
E
T
H
O
D
S
I
N
G
L
E
U
N
I
T
:
FI
R
S
T
1
0
K
V
A
A
T
1
0
0
%
10000VA
RE
M
A
I
N
D
E
R
A
T
4
0
%
6814VA
TO
T
A
L
D
E
M
A
N
D
E
D
L
O
A
D
:
16814VA
ME
C
H
A
N
I
C
A
L
E
Q
U
I
P
M
E
N
T
:
FU
R
N
A
C
E
(
F
-
1
)
1
96
0
VA
=
960VA
WA
T
E
R
H
E
A
T
E
R
(
W
H
-
1
)
1
60
0
VA
=
600VA
EX
H
A
U
S
T
F
A
N
(
E
F
-
1
)
21
4
.
4
V
A
=
28.8VA
TO
TA
L
U
N
I
T
M
E
C
H
L
O
A
D
:
1588.8VAX100%=1589VA
TO
T
A
L
P
R
E
-
D
E
M
A
N
D
E
L
E
C
T
R
I
C
A
L
L
O
A
D
:
28623VA
TO
T
A
L
D
E
M
A
N
D
L
O
A
D
E
L
E
C
T
R
I
C
A
L
L
O
A
D
:
18402VA MINIMUM ELECTRICAL SERVICE SIZE:88.5AMPS
N.
E
.
C
.
L
O
A
D
C
A
L
C
U
L
A
T
I
O
N
F
O
R
D
W
E
L
L
I
N
G
U
N
I
T
S
(
O
P
T
I
O
N
A
L
)
BY
:
MB
S
DA
T
E
:
2/
2
6
/
2
0
1
4
PR
O
J
E
C
T
N
A
M
E
:
TI
M
B
E
R
R
I
D
G
E
R
E
D
E
V
E
L
O
P
M
E
N
T
BU
I
L
D
I
N
G
:
U
N
I
T
#
:
V
O
L
T
A
G
E
:
P
H
A
S
E
:
2D
20
8
1
.
LI
G
H
T
I
N
G
&
G
E
N
E
R
A
L
R
E
C
E
P
T
A
C
L
E
S
AR
E
A
(
S
.
F
.
)
:
VA
/
S
.
F
.
L
O
A
D
84
1
3
=
25
2
3
VA
SM
A
L
L
A
P
P
L
I
A
N
C
E
S
2
15
0
0
=
3
0
0
0
V
A
LA
U
N
D
R
Y
C
I
RC
U
I
T
S
:
1
15
0
0
=
1
5
0
0
V
A
TR
A
C
K
L
I
G
H
T
I
N
G
97
5=
6
75VA
TO
T
A
L
G
E
N
E
R
A
L
L
O
A
D
:
76
9
8
V
A
x
10
0
%
=
76
9
8
V
A
FA
S
T
E
N
E
D
I
N
P
L
A
C
E
A
P
P
L
I
A
N
C
E
S
:
AP
P
L
I
A
N
C
E
#
L
O
A
D
TO
T
A
L
RA
N
G
E
/
O
V
E
N
1
80
0
0
VA
=
80
0
0
VA
DIS
H
W
A
S
H
E
R
1
12
0
0
VA
=
12
0
0
VA
GA
R
B
A
G
E
D
I
S
P
O
S
A
L
1
1
6
5
6
V
A
=
1
6
5
6
V
A
MI
C
R
O
W
A
V
E
/
H
O
O
D
1
12
0
0
VA
=
12
0
0
VA
RE
F
R
I
G
E
R
A
T
O
R
1
12
0
0
VA
=
12
0
0
VA
WA
S
H
E
R
1
12
0
0
VA
=
12
0
0
VA
DR
Y
E
R
1
50
0
0
VA
=
50
0
0
VA
TO
T
A
L
A
P
P
L
I
A
N
C
E
L
O
A
D
:
19
4
5
6
V
A
X
10
0
%
=
19
4
5
6
V
A
TO
T
A
L
N
O
N
-
M
E
C
H
A
N
I
C
A
L
L
O
A
D
:
27
1
5
4
V
A
NE
C
2
2
0
.
3
0
NE
C
D
E
M
A
N
D
F
A
C
T
O
R
F
O
R
O
P
T
I
O
N
A
L
M
E
T
H
O
D
S
I
N
G
L
E
U
N
I
T
:
FI
R
S
T
1
0
K
V
A
A
T
1
0
0
%
10
0
0
0
VA
RE
M
A
I
N
D
E
R
A
T
4
0
%
68
6
2
VA
TO
T
A
L
D
E
M
A
N
D
E
D
L
O
A
D
:
16
8
6
2
VA
ME
C
H
A
N
I
C
A
L
E
Q
U
I
P
M
E
N
T
:
FU
R
N
A
C
E
(
F
-
1
)
1
96
0
VA
=
96
0
VA
WA
T
E
R
H
E
A
T
E
R
(
W
H
-
1
)
1
6
0
0
V
A
=
6
0
0
V
A
EX
H
A
U
S
T
F
A
N
(
E
F
-
1
)
21
4
.
4
V
A
=
2
8
.
8
V
A
TO
T
A
L
U
N
I
T
M
E
C
H
L
O
A
D
:
15
8
8
.
8
V
A
X
10
0
%
=
15
8
9
V
A
TO
T
A
L
P
R
E
-
D
E
M
A
N
D
E
L
E
C
T
R
I
C
A
L
L
O
A
D
:
28
7
4
3
VA
TO
TA
L
D
E
M
A
N
D
L
O
A
D
E
L
E
C
T
R
I
C
A
L
L
O
A
D
:
18
4
5
0
VA
MIN
I
M
U
M
E
L
E
C
T
R
I
C
A
L
S
E
R
V
I
C
E
S
I
Z
E
:
88
.
7
A
M
P
S
N.
E
.
C
.
L
O
A
D
C
A
L
C
U
L
A
T
I
O
N
F
O
R
D
W
E
L
L
I
N
G
U
N
I
T
S
(
O
P
T
I
O
N
A
L
)
BY
:
MB
S
DA
T
E
:
2/
2
6
/
2
0
1
4
PR
O
J
E
C
T
N
A
M
E
:
TI
M
B
E
R
R
I
D
G
E
R
E
D
E
V
E
L
O
P
M
E
N
T
BU
I
L
D
I
N
G
:
U
N
I
T
#
:
V
O
L
T
A
G
E
:
P
H
A
S
E
:
2E
2
0
8
1
.
LI
G
H
T
I
N
G
&
G
E
N
E
R
A
L
R
E
C
E
P
T
A
C
L
E
S
AR
E
A
(
S
.
F
.
)
:
VA
/
S
.
F
.
L
O
A
D
86
2
3
=
25
8
6
VA
SM
A
L
L
A
P
P
L
I
A
N
C
E
S
2
1
5
0
0
=
3
0
0
0
V
A
LA
U
N
D
R
Y
C
I
RC
U
I
T
S
:
1
15
0
0
=
15
0
0
VA
TR
A
C
K
L
I
G
H
T
I
N
G
97
5
=
6
7
5
V
A
TO
T
A
L
G
E
N
E
R
A
L
L
O
A
D
:
7
7
6
1
V
A
x
10
0
%
=
77
6
1
V
A
FA
S
T
E
N
E
D
I
N
P
L
A
C
E
A
P
P
L
I
A
N
C
E
S
:
AP
P
L
I
A
N
C
E
#
L
O
A
D
T
O
T
A
L
RA
N
G
E
/
O
V
E
N
1
8
0
0
0
V
A
=
8
0
0
0
V
A
DIS
H
W
A
S
H
E
R
1
12
0
0
VA
=
12
0
0
VA
GA
R
B
A
G
E
D
I
S
P
O
S
A
L
1
16
5
6
VA
=
16
5
6
VA
MI
C
R
O
W
A
V
E
/
H
O
O
D
1
1
2
0
0
V
A
=
1
2
0
0
V
A
RE
F
R
I
G
E
R
A
T
O
R
1
12
0
0
VA
=
12
0
0
VA
WA
S
H
E
R
1
1
2
0
0
V
A
=
1
2
0
0
V
A
DR
Y
E
R
1
50
0
0
VA
=
50
0
0
VA
TO
T
A
L
A
P
P
L
I
A
N
C
E
L
O
A
D
:
1
9
4
5
6
VA
X
10
0
%
=
19
4
5
6
VA
TO
T
A
L
N
O
N
-
M
E
C
H
A
N
I
C
A
L
L
O
A
D
:
27
2
1
7
V
A
NE
C
2
2
0
.
3
0
NE
C
D
E
M
A
N
D
F
A
C
T
O
R
F
O
R
O
P
T
I
O
N
A
L
M
E
T
H
O
D
S
I
N
G
L
E
U
N
I
T
:
FI
R
S
T
1
0
K
V
A
A
T
1
0
0
%
10
0
0
0
VA
RE
M
A
I
N
D
E
R
A
T
4
0
%
68
8
7
VA
TO
T
A
L
D
E
M
A
N
D
E
D
L
O
A
D
:
16
8
8
7
VA
ME
C
H
A
N
I
C
A
L
E
Q
U
I
P
M
E
N
T
:
FU
R
N
A
C
E
(
F
-
1
)
1
9
6
0
V
A
=
9
6
0
V
A
WA
T
E
R
H
E
A
T
E
R
(
W
H
-
1
)
1
60
0
VA
=
60
0
VA
EX
H
A
U
S
T
F
A
N
(
E
F
-
1
)
21
4
.
4
V
A
=
28
.
8
VA
TO
T
A
L
U
N
I
T
M
E
C
H
L
O
A
D
:
1
5
8
8
.
8
VA
X
10
0
%
=
15
8
9
VA
TO
T
A
L
P
R
E
-
D
E
M
A
N
D
E
L
E
C
T
R
I
C
A
L
L
O
A
D
:
28
8
0
6
VA
TO
T
A
L
D
E
M
A
N
D
L
O
A
D
E
L
E
C
T
R
I
C
A
L
L
O
A
D
:
18
4
7
6
VA
MIN
I
M
U
M
E
L
E
C
T
R
I
C
A
L
S
E
R
V
I
C
E
S
I
Z
E
:
88
.
8
A
M
P
S
SH
O
R
T
C
I
R
C
U
I
T
/
V
O
L
T
A
G
E
D
R
O
P
C
A
L
C
U
L
A
T
I
O
N
S
U
M
M
A
R
Y
POINT
TA
G
VO
L
T
A
G
E
/
PH
A
S
E
LE
N
G
T
H
(F
T
)
CO
P
P
E
R
/
AL
U
M
I
N
U
M
CO
N
D
U
I
T
WI
R
E
SI
Z
E
#
O
F
SE
T
S
FE
E
D
E
R
VO
L
T
A
G
E
DR
O
P
(
%
)
TO
T
A
L
VO
L
T
A
G
E
DR
O
P
(
%
)
Is
c
AV
A
I
L
A
B
L
E
UP
S
T
R
E
A
M
Is
c
(
F
A
U
L
T
)
F1
MM
C
-
1
1
20
8
V
,
3
Ø
42
A
N
40
0
3
0.
5
%
0
.
5
%
57
,
4
0
0
4
2
,
1
5
6
F2
P
1
-
1
20
8
V
,
3
Ø
16
5
C
N4
X
1
0.
8
%
1
.
2
%
42
,
1
5
6
9
,
4
2
2
F3
1
-
1
0
1
20
8
V
,
1
Ø
15
0
C
N
1
X
1
1.
3
%
1
.
8
%
42
,
1
5
6
5
,
6
0
1
F4
1-
1
0
2
20
8
V
,
1
Ø
14
8
C
N1
X
1
1.
3
%
1
.
8
%
42
,
1
5
6
5
,
6
6
7
F5
1
-
1
0
3
20
8
V
,
1
Ø
10
0
C
N1
1
1.
2
%
1
.
7
%
42
,
1
5
6
6
,
5
7
7
F6
1
-
1
0
4
20
8
V
,
1
Ø
10
8
C
N1
1
1.
3
%
1
.
8
%
42
,
1
5
6
6
,
1
6
1
F7
1
-
1
0
5
20
8
V
,
1
Ø
80
C
N
1
1
0.
9
%
1
.
4
%
42
,
1
5
6
7
,
9
1
3
F8
1
-
1
0
6
20
8
V
,
1
Ø
72
C
N1
1
0.
9
%
1
.
3
%
42
,
1
5
6
8
,
6
1
2
F9
1
-
1
0
7
20
8
V
,
1
Ø
30
C
N1
1
0.
4
%
0
.
9
%
42
,
1
5
6
1
6
,
0
7
2
F1
0
1
-
1
0
8
20
8
V
,
1
Ø
30
C
N1
1
0.
4
%
0
.
9
%
42
,
1
5
6
1
6
,
0
7
2
F1
1
1-
2
0
1
20
8
V
,
1
Ø
16
5
C
N1
X
1
1.
4
%
1
.
9
%
42
,
1
5
6
5
,
1
5
4
F1
2
1-
2
0
2
20
8
V
,
1
Ø
15
8
C
N1
X
1
1.
4
%
1
.
9
%
42
,
1
5
6
5
,
3
5
4
F1
3
1
-
2
0
3
20
8
V
,
1
Ø
11
0
C
N
1
1
1.
3
%
1
.
8
%
42
,
1
5
6
6
,
0
6
5
F1
4
1-2
0
4
20
8
V
,
1
Ø
11
8
C
N1
1
1.
4
%
1.
9
%
42
,
1
5
6
5
,
7
1
0
F1
5
1
-
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E503ELECTRICAL LOAD CALCS/SCHEDULESMBS
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PANEL:M1VOLTAGE:120/208V, 3PH, 4W MINIMUM BUS:100 LOCATION:MAITENCE SHOPMAIN:100/3 CB MOUNTING:RECESSEDMINIMUM AIC:10,000 NO.LOADTYPELOAD DESCRIPTIONBREAKERBUSBREAKERTYPELOAD DESCRIPTIONLOADNO.ABCPOLETRIPABCTRIPPOLEABC 1588LSW PARKING LIGHT (1)120+201RMAINTENANCE REC7202 355LSIGN LIGHTING (1)120+201RMAINTENANCE REC5404 5296LNE PARKING LIGHT (1)120+201RMAINTENANCE REC5406 7342LMAINTENANCE LIGHTING120+201MMAINTENANCE DOOR11768 945LBLDG 1 EXTERIOR L (1)120+201ELIGHTING CNTRL PNL54010 1145LBLDG 2 EXTERIOR L (1)120+201SPARE12 1363LBLDG 3 EXTERIOR L (1)120+201SPARE14 1563LBLDG 4 EXTERIOR L (1)120+201SPARE16 17SPARE120+201SPARE18 19SPARE120+201SPARE20 21SPARE120+201SPARE22 23SPARE120+201SPARE24 LOAD TYPEPANEL TOTALFEED THRU TOTALSUBFEEDTOTALFEEDERSUBTOTALDEMANDFEEDER TOTALGENERAL NOTES:A.(L) LIGHTING14971497125%1871B.(R) RECEPTACLES18001800NEC 2201800C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)11761176100%1176E.(E) EQUIPMENT540540100%540SPECIFIC NOTES:(A) APPLIANCES0000(1)CIRCUIT THROUGH DOUGLAS LIGHT PAK PANEL TOTAL (KVA):5.4(2)(3)PANEL TOTAL (A):15(4)(5)PANEL:P11VOLTAGE:120/208V, 3PH, 4W MINIMUM BUS:150 LOCATION:WATER ENTRYMAIN:MLO MOUNTING:SURFACEMINIMUM AIC:10,000 NO.LOADTYPELOAD DESCRIPTIONBREAKERBUSBREAKERTYPELOAD DESCRIPTIONLOADNO.ABCPOLETRIPABCTRIPPOLEABC 1930EHEAT TAPE (1)220+201RCORRIDOR RECEPT.5402 3930E+201RCORRIDOR RECEPT.5404 5990EHEAT TAPE (1)220+201REXTERIOR RECEPT.3606 7990E+201RSPRINKLER RECEPT.3608 9930EHEAT TAPE (1)220+201LTRASH ENLOSURE LGT11410 11930E+201EFACP50012 132667E CUH-1325+202EHEAT TAPE (1)93014 152667E+E93016 172667E+202EHEAT TAPE (1)99018 192667E CUH-1325+E99020 212667E+202EHEAT TAPE (1)93022 232667E+E93024 251000EUH-2220+201LCORRIDOR LTG54026 271000E+201LCORRIDOR LTG59728 29SPARE120+201LEXIT SIGN AND LTG8430 31SPARE120+201SPARE32 33SPARE120+201SPARE34 35SPARE120+201SPARE36 37SPARE120+201SPARE38 39SPARE120+201SPARE40 41SPARE120+201SPARE42 LOAD TYPEPANEL TOTALFEED THRU TOTALSUBFEEDTOTALFEEDERSUBTOTALDEMANDFEEDER TOTALGENERAL NOTES:A.(L) LIGHTING13351335125%1669B.(R) RECEPTACLES18001800NEC 2201800C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)00100%0E.(E) EQUIPMENT2990229902100%29902SPECIFIC NOTES:(A) APPLIANCES0000(1)PROVIDE 30MA GFPE TYPE CIRCUIT BREAKERS PANEL TOTAL (KVA):33.4(2)(3)PANEL TOTAL (A):93(4)(5)PANEL:P21VOLTAGE:120/208V, 3PH, 4W MINIMUM BUS:150 LOCATION:BLDG 2 WATER ENTRYMAIN:MLO MOUNTING:SURFACEMINIMUM AIC:22,000 NO.LOADTYPELOAD DESCRIPTIONBREAKERBUSBREAKERTYPELOAD DESCRIPTIONLOADNO.ABCPOLETRIPABCTRIPPOLEABC 11238EHEAT TAPE (1)220+201RWATER ENTRY REC.3602 31238E+201RCORRIDOR REC.7204 51335EHEAT TAPE (1)220+201EFACP5006 71335E+202EHEAT TAPE (1)12388 91238EHEAT TAPE (1)220+E123810 111238E+202EHEAT TAPE (1)133512 131000EUH-2220+E133514 151000E+202EHEAT TAPE (1)123816 172667E CUH-1330+E123818 192667E+201LCORRIDOR LTG59720 212667E+201LEXIT SIGNS AND LTG4222 23SPARE120+201SPARE24 25SPARE120+201SPARE26 27SPARE120+201SPARE28 29SPARE120+201SPARE30 LOAD TYPEPANEL TOTALFEED THRU TOTALSUBFEEDTOTALFEEDERSUBTOTALDEMANDFEEDER TOTALGENERAL NOTES:A.(L) LIGHTING639639125%799B.(R) RECEPTACLES10801080NEC 2201080C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)00100%0E.(E) EQUIPMENT2574525745100%25745SPECIFIC NOTES:(A) APPLIANCES0000(1)PROVIDE 30MA GFPE TYPE CIRCUIT BREAKERS PANEL TOTAL (KVA):27.6(2)(3)PANEL TOTAL (A):77(4)(5)PANEL:P22VOLTAGE:120/208V, 3PH, 4W MINIMUM BUS:100 LOCATION:EXTERIOR NEAR MMC-22MAIN:MLO MOUNTING:SURFACEMINIMUM AIC:22,000 NO.LOADTYPELOAD DESCRIPTIONBREAKERBUSBREAKERTYPELOAD DESCRIPTIONLOADNO.ABCPOLETRIPABCTRIPPOLEABC 12667E CUH-1330+201RCORRIDOR REC7202 32667E+201LCORRIDOR LTG5404 52667E+201LEXIT SGN AND LTG426 7SPARE120+201SPARE8 9SPARE120+201SPARE10 11SPARE120+201SPARE12 13SPARE120+201SPARE14 15SPARE120+201SPARE16 17SPARE120+201SPARE18 19SPARE120+201SPARE20 21SPACE+SPACE22 23SPACE+SPACE24 LOAD TYPEPANEL TOTALFEED THRU TOTALSUBFEEDTOTALFEEDERSUBTOTALDEMANDFEEDER TOTALGENERAL NOTES:A.PROVIDE NEMA 3R TYPE ENCLOSURE (L) LIGHTING582582125%728B.(R) RECEPTACLES720720NEC 220720C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)00100%0E.(E) EQUIPMENT80018001100%8001SPECIFIC NOTES:(A) APPLIANCES0000(1)PANEL TOTAL (KVA):9.4(2)(3)PANEL TOTAL (A):26(4)(5)
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A
C
P
50
0
6
7
1
3
1
3
E
+
20
1
L
C
O
R
R
I
D
O
R
L
I
G
H
T
I
N
G
5
9
7
8
9
16
5
0
E
HE
A
T
T
A
P
E
(
1
)
22
5
+
20
1
L
E
X
I
T
S
I
G
N
A
N
D
L
T
G
42
10
11
16
5
0
E
+
25
2
E
HE
A
T
T
A
P
E
(
1
)
16
5
0
1
2
13
2
6
6
7
E
CU
H
-
1
33
0
+
E
16
5
0
14
15
26
6
7
E
+
25
2
E
HE
A
T
T
A
P
E
(
1
)
13
1
3
1
6
17
26
6
7
E
+
E
13
1
3
1
8
19
1
0
0
0
E
UH
-
2
2
2
0
+
25
2
E
HE
A
T
T
A
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E
(
1
)
16
5
0
2
0
21
1
0
0
0
E
+
E
16
5
0
22
23
SP
A
R
E
1
20
+
20
1
SP
A
R
E
24
25
PA
N
E
L
'
M
1
'
S
U
B
-
F
E
E
D
3
6
0
+
20
1
SP
A
R
E
26
27
+
20
1
SP
A
R
E
28
29
+
20
1
S
P
A
R
E
30
LO
A
D
T
Y
P
E
P
A
N
E
L
T
O
T
A
L
FE
E
D
T
H
R
U
TO
T
A
L
SU
B
F
E
E
D
TO
T
A
L
FE
E
D
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R
SU
B
T
O
T
A
L
DE
M
A
N
D
F
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D
E
R
T
O
T
A
L
GE
N
E
R
A
L
N
O
T
E
S
:
A.
(L
)
L
I
G
H
T
I
N
G
63
9
1
4
9
7
21
3
6
12
5
%
26
7
0
B.
(R
)
R
E
C
E
P
T
A
C
L
E
S
10
8
0
18
0
0
28
8
0
NE
C
2
2
0
28
8
0
C.
(L
M
)
L
A
R
G
E
S
T
M
O
T
O
R
00
0
25
%
0
D.
(M
)
M
O
T
O
R
S
(
A
L
L
)
0
11
7
6
11
7
6
10
0
%
11
7
6
E.
(E
)
E
Q
U
I
P
M
E
N
T
28
9
5
3
54
0
29
4
9
3
10
0
%
29
4
9
3
SP
E
C
I
F
I
C
N
O
T
E
S
:
(A
)
A
P
P
L
I
A
N
C
E
S
00
0
00
(1
)
PR
O
V
I
D
E
3
0
M
A
G
F
P
E
T
Y
P
E
C
I
R
C
U
I
T
B
R
E
A
K
E
R
PA
N
E
L
T
O
T
A
L
(
K
V
A
)
:
36
.
2
(2
)
(3
)
PA
N
E
L
T
O
T
A
L
(
A
)
:
10
1
(4
)
(5
)
PA
N
E
L
:
P3
2
VO
L
T
A
G
E
:
12
0
/
2
0
8
V
,
3
P
H
,
4
W
MI
N
I
M
U
M
B
U
S
:
10
0
LO
C
A
T
I
O
N
:
EX
T
E
R
I
O
R
N
E
A
R
M
M
C
-
3
2
MA
I
N
:
ML
O
MO
U
N
T
I
N
G
:
SU
R
F
A
C
E
MI
N
I
M
U
M
A
I
C
:
22
,
0
0
0
NO
.
LO
A
D
TY
P
E
L
O
A
D
D
E
S
C
R
I
P
T
I
O
N
BR
E
A
K
E
R
B
U
S
B
R
E
A
K
E
R
TY
P
E
L
O
A
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D
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S
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R
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P
T
I
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N
LO
A
D
NO
.
AB
CP
O
L
E
TR
I
P
A
B
C
TR
I
P
PO
L
E
AB
C
1
2
6
6
7
E
CU
H
-
1
33
0
+
20
1
R
C
O
R
R
I
D
O
R
R
E
C
72
0
2
3
26
6
7
E
+
20
1
R
C
O
R
R
I
D
O
R
R
E
C
72
0
4
5
2
6
6
7
E
+
20
1
L
C
O
R
R
I
D
O
R
L
I
G
H
T
I
N
G
54
0
6
7
2
6
6
7
E
CU
H
-
1
33
0
+
20
1
L
C
O
R
R
I
D
O
R
L
I
G
H
T
I
N
G
5
4
0
8
9
26
6
7
E
+
20
1
L
E
X
I
T
S
I
G
N
S
A
N
D
L
T
G
84
1
0
11
26
6
7
E
+
20
1
SP
A
R
E
12
13
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
14
15
SP
A
R
E
1
20
+
20
1
S
P
A
R
E
16
17
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
18
19
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
20
21
SP
A
R
E
1
20
+
20
1
S
P
A
R
E
2
2
23
S
P
A
R
E
1
2
0
+
20
1
SP
A
R
E
24
LO
A
D
T
Y
P
E
P
A
N
E
L
T
O
T
A
L
FE
E
D
T
H
R
U
TO
T
A
L
SU
B
F
E
E
D
TO
T
A
L
FE
E
D
E
R
SU
B
T
O
T
A
L
DE
M
A
N
D
F
E
E
D
E
R
T
O
T
A
L
GE
N
E
R
A
L
N
O
T
E
S
:
A.
P
R
O
V
I
D
E
N
E
M
A
3
R
T
Y
P
E
E
N
C
L
O
S
U
R
E
(L
)
L
I
G
H
T
I
N
G
11
6
4
11
6
4
12
5
%
14
5
5
B.
(R
)
R
E
C
E
P
T
A
C
L
E
S
14
4
0
14
4
0
NE
C
2
2
0
14
4
0
C.
(L
M
)
L
A
R
G
E
S
T
M
O
T
O
R
0
0
25
%
0D
.
(M
)
M
O
T
O
R
S
(
A
L
L
)
0
0
10
0
%
0E
.
(E
)
E
Q
U
I
P
M
E
N
T
16
0
0
2
16
0
0
2
10
0
%
16
0
0
2
SP
E
C
I
F
I
C
N
O
T
E
S
:
(A
)
A
P
P
L
I
A
N
C
E
S
0
0
00
(1
)
PA
N
E
L
T
O
T
A
L
(
K
V
A
)
:
18
.
9
(2
)
(3
)
PA
N
E
L
T
O
T
A
L
(
A
)
:
52
(4
)
(5
)
PA
N
E
L
:
P4
1
VO
L
T
A
G
E
:
12
0
/
2
0
8
V
,
3
P
H
,
4
W
MI
N
I
M
U
M
B
U
S
:
15
0
LO
C
A
T
I
O
N
:
BL
D
G
4
W
A
T
E
R
E
N
T
R
Y
MA
I
N
:
ML
O
MO
U
N
T
I
N
G
:
SU
R
F
A
C
E
MI
N
I
M
U
M
A
I
C
:
22
,
0
0
0
NO
.
LO
A
D
TY
P
E
L
O
A
D
D
E
S
C
R
I
P
T
I
O
N
BR
E
A
K
E
R
BU
S
BR
E
A
K
E
R
TY
P
E
L
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A
D
D
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S
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R
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P
T
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N
LO
A
D
NO
.
AB
CP
O
L
E
TR
I
P
A
B
C
TR
I
P
PO
L
E
AB
C
1
19
7
3
E
HE
A
T
T
A
P
E
(
1
)
2
25
+
20
1
R
W
A
T
E
R
E
N
T
R
Y
R
E
C
.
36
0
2
3
19
7
3
E
+
20
1
R
C
O
R
R
I
D
O
R
R
E
C
.
72
0
4
5
17
0
3
E
HE
A
T
T
A
P
E
(
1
)
22
5
+
20
1
E
F
A
C
P
50
0
6
7
17
0
3
E
+
20
1
L
C
O
R
R
I
D
O
R
L
I
G
H
T
I
N
G
5
9
7
8
9
16
5
6
E
HE
A
T
T
A
P
E
(
1
)
22
5
+
20
1
L
E
X
I
T
S
I
G
N
A
N
D
L
T
G
42
10
11
16
5
6
E
+
25
2
E
HE
A
T
T
A
P
E
(
1
)
19
7
3
1
2
13
2
6
6
7
E
CU
H
-
1
33
0
+
E
19
7
3
14
15
26
6
7
E
+
25
2
E
HE
A
T
T
A
P
E
(
1
)
17
0
3
1
6
17
26
6
7
E
+
E
17
0
3
1
8
19
1
0
0
0
E
UH
-
2
2
20
+
25
2
E
HE
A
T
T
A
P
E
(
1
)
16
5
6
2
0
21
10
0
0
E
+
E
16
5
6
22
23
S
P
A
R
E
1
2
0
+
20
1
SP
A
R
E
24
25
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
26
27
SP
A
R
E
1
20
+
20
1
S
P
A
R
E
28
29
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
30
LO
A
D
T
Y
P
E
P
A
N
E
L
T
O
T
A
L
FE
E
D
T
H
R
U
TO
T
A
L
SU
B
F
E
E
D
TO
T
A
L
FE
E
D
E
R
SU
B
T
O
T
A
L
DE
M
A
N
D
F
E
E
D
E
R
T
O
T
A
L
GE
N
E
R
A
L
N
O
T
E
S
:
A.
(L
)
L
I
G
H
T
I
N
G
63
9
63
9
12
5
%
7
9
9
B.
(R
)
R
E
C
E
P
T
A
C
L
E
S
10
8
0
10
8
0
NE
C
2
2
0
10
8
0
C.
(L
M
)
L
A
R
G
E
S
T
M
O
T
O
R
0
0
25
%
0D
.
(M
)
M
O
T
O
R
S
(
A
L
L
)
0
0
10
0
%
0E
.
(E
)
E
Q
U
I
P
M
E
N
T
31
8
2
9
31
8
2
9
10
0
%
31
8
2
9
SP
E
C
I
F
I
C
N
O
T
E
S
:
(A
)
A
P
P
L
I
A
N
C
E
S
0
0
00
(1
)
PR
O
V
I
D
E
3
0
M
A
G
F
P
E
T
Y
P
E
C
I
R
C
U
I
T
B
R
E
A
K
E
R
S
PA
N
E
L
T
O
T
A
L
(
K
V
A
)
:
33
.
7
(2
)
(3
)
PA
N
E
L
T
O
T
A
L
(
A
)
:
94
(4
)
(5
)
PA
N
E
L
:
P4
2
VO
L
T
A
G
E
:
12
0
/
2
0
8
V
,
3
P
H
,
4
W
MI
N
I
M
U
M
B
U
S
:
10
0
LO
C
A
T
I
O
N
:
EX
T
E
R
I
O
R
N
E
A
R
M
M
C
-
4
2
MA
I
N
:
ML
O
MO
U
N
T
I
N
G
:
SU
R
F
A
C
E
MI
N
I
M
U
M
A
I
C
:
22
,
0
0
0
NO
.
LO
A
D
TY
P
E
L
O
A
D
D
E
S
C
R
I
P
T
I
O
N
BR
E
A
K
E
R
BU
S
BR
E
A
K
E
R
TY
P
E
L
O
A
D
D
E
S
C
R
I
P
T
I
O
N
LO
A
D
NO
.
AB
CP
O
L
E
TR
I
P
A
B
C
TR
I
P
PO
L
E
AB
C
1
26
6
7
E
CU
H
-
1
3
3
0
+
20
1
R
C
O
R
R
I
D
O
R
R
E
C
72
0
2
3
2
6
6
7
E
+
20
1
R
C
O
R
R
I
D
O
R
R
E
C
72
0
4
5
26
6
7
E
+
20
1
L
T
R
A
S
H
E
N
C
L
O
S
U
R
E
L
G
T
11
4
6
7
26
6
7
E
CU
H
-
1
3
3
0
+
20
1
L
C
O
R
R
I
D
O
R
L
I
G
H
T
I
N
G
54
0
8
9
26
6
7
E
+
20
1
L
C
O
R
R
I
D
O
R
L
I
G
H
T
I
N
G
54
0
10
11
26
6
7
E
+
20
1
L
E
X
I
T
S
I
G
N
A
N
D
L
T
G
84
1
2
13
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
14
15
SP
A
R
E
1
20
+
20
1
SP
A
R
E
1
6
17
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
18
19
SP
A
R
E
1
2
0
+
20
1
SP
A
R
E
20
21
SP
A
C
E
+
SP
A
C
E
22
23
SP
A
C
E
+
SP
A
C
E
24
LO
A
D
T
Y
P
E
P
A
N
E
L
T
O
T
A
L
FE
E
D
T
H
R
U
TO
T
A
L
SU
B
F
E
E
D
TO
T
A
L
FE
E
D
E
R
SU
B
T
O
T
A
L
DE
M
A
N
D
F
E
E
D
E
R
T
O
T
A
L
GE
N
E
R
A
L
N
O
T
E
S
:
A.
P
R
O
V
I
D
E
N
E
M
A
3
R
T
Y
P
E
E
N
C
L
O
S
U
R
E
(L
)
L
I
G
H
T
I
N
G
12
7
8
12
7
8
12
5
%
1
5
9
8
B.
(R
)
R
E
C
E
P
T
A
C
L
E
S
14
4
0
14
4
0
NE
C
2
2
0
14
4
0
C.
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Sheet No.Sheet TitleDCBA1
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E504ELECTRICAL PANEL SCHEDULESMBS
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ROOF SECOND LEVEL FIRST LEVEL1.DIAGRAM IS SCHEMATIC TO INDICATE DESIGN INTENT. QUANTITIES OF MATERIALS NECESSARY FOR DISTRIBUTION TO ALL UNITS IS NOT IDENTIFIED.2.CABLING FROM OUTLETS TO MEDIA CABINETS MAY BE RUN 'WILD' WITHIN UNIT. PROVIDE NAILPLATES, GROMMETS (FOR METAL STUD CONSTRUCTION), AND OTHER CABLE PROTECTION AND MANAGEMENT THROUGHOUT UNIT. CABLE MANAGEMENT THAT DEFORMS CABLE GEOMETRY IS NOT ALLOWED. STAPLE CABLES.3.TERMINATE ALL OUTLET CABLING ON MODULES IN MEDIA CABINET. TEST FOR CONTINUITY.LABEL CABLING AT OUTLET AND AT MEDIA CABINET.4.CABLING BETWEEN DEMARCATION AND MEDIA CABINETS SHALL BE INSTALLED IN CONDUIT AS INDICATED. LABEL CABLING AT DEMARCATION AND AT MEDIA CABINET. TERMINATE END AT MEDIA CABINET ON MODULES.5.REFERENCE FLOOR PLANS FOR DEVICE LOCATIONS.TELECOM NOTES:
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1.INFORMATION PROVIDED HEREIN IS INTENDED TO PROVIDE A DESIGN INTENT FOR USE BY THE DESIGN/BUILD FIRE ALARM CONTRACTOR.DESIGN SHOWN DOES NOT MAKE AN ATTEMPT TO IDENTIFY ALL NECESSARY COMPONENTS,DEVICES OR APPURTENANCES REQUIRED FOR A COMPLETE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE SYSTEM WHICH MEETS ALL LOCAL, STATE, AND NATIONAL REQUIREMENTS. BID PRICE SHALL REFLECT SUCH A COMPLETE SYSTEM.2.THE SYSTEM CONFIGURATION IS BASED ON A DIGITAL ADDRESSABLE FIRE ALARM SYSTEM AND MAY VARY WITH SOME MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL VERIFY ALL WIRING REQUIREMENTS WITH THE MANUFACTURER AND ADJUST ACCORDINGLY.3.PROVIDE ALL WIRING AND CABLING IN 3/4" EMT.EMT SHALL BE RED IN COLOR.4.REFER TO PLANS FOR DEVICE QUANTITIES AND LOCATIONS. VERIFY QUANTITIES AND LOCATIONS WITH AUTHORITY HAVING JURISDICTION.5.THE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER ALL CONSTRUCTION CLEAN-UP OF ALL TRADES IS FINAL.6.THE INSTALLATION OF THE SYSTEM SHALL BE PERFORMED BASED UPON SHOP DRAWINGS PREPARED BY THE SYSTEM MANUFACTURER AND/OR DESIGN/BUILD CONTRACTOR THAT HAS BEEN REVIEWED AND APPROVED BY ALL APPLICABLE AUTHORITIES HAVING JURISDICTION.7.ALL BUILDINGS SHALL BE INTERCONNECTED (NETWORKED). MAIN (MASTER) PANEL SHALL BE LOCATED AT BUILDING 2 WEST ENTRANCE (REFER TO PLANS). NETWORKING CABLING/MEDIA SHALL BE AT DISCRETION OF CONTRACTOR / VENDOR. PROVIDE COMMUNICATIONS MODULES AS REQUIRED.FIRE ALARM NOTES:
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1 11
1
Sheet No.Sheet TitleDCBA1
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D C B A
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REAL ESTATE DEVELOPMENT &MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Plot Date:BGCE Project No.Drawn by:ConsultantSeal 3/14/2014 4:00:00 PMLION'S RIDGE APARTMENT HOMES 1280 N. Frontage Road West Town of Vail, CO 81657 9443.00 DateIssue DescriptionCOPYRIGHT 2014BANZEGEAUDIN(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944Vail:Denver:Fort Collins:Albuquerque:Jackson:www.bgce.com 01/29/14Design Development 03/14/14Bid and Building Permit 04/10/14Revision 1 E601FIRE ALARM &COMMUNICATIONS DIAGRAMSAuthor
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