HomeMy WebLinkAboutB12-0471 REV4 PLANS approvedPROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M
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193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO A0.01107AUGUST 1, 2013 COVER SHEETMARSHALLRESIDENCEREMODELREVISED PERMIT6-20-12DRB CONCEPTUAL 7-23-12FINAL DRB 8-31-12PERMIT 1-2-13DRB CHANGES 2-20-13DRB CHANGES 3-13-13REVISED PERMIT 3-13-13CONSTRUCTION DOCUMENTS 5-1-13DRB CHANGES 5-15-13DRB CHANGES 5-15-13DRB CHANGES- SOLAR PAN.5-22-13CD UPDATE 8-21-13DRB CHANGESDATEISSUE 8-1-13REVISED PERMIT By David Rhoades at 3:25 pm, Aug 02, 2013B12-0471
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A0.11107AUGUST 1, 2013 PROJECT INFORMATIONMARSHALLRESIDENCEREMODELREVISED PERMIT
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POINTQUARRY TILEREFERENCEREFRIGERATORREQUIREDRESILIENTREVISIONRISERROD AND SHELFROOF DRAINROOMROUGH OPENINGROUGH SAWNSHOULDERSIMILARSPECIFICATION (S)SQUARESQUARE FEETSTANDARDSTEEL STRUCTURALTO BE DETERMINEDTRASH COMPACTORTELEPHONETELEVISIONTONGUE AND GROOVETOP OF BEAMTOP OF CONCRETE SLABTOP OF WINDOW/DOOR FRAMETOP OF PLYWOODTOP OF STEELTOP OF WALLTOWEL BARTREADTYPICALUNLESS NOTED OTHERWISEVERTICALWATER CLOSETWATERPROOFINGWATERPROOFING MEMBRANEWORKPOINTWELDED WIRE FABRICWIDTH, WIDEWINDOWWITHWITHOUTWOODSTONE1 STORY + BASEMENTTYPE OF OCCUPANCY:TYPE OF CONSTRUCTION:LEVELS:TYPE V-NR3 (SINGLE FAMILY)PROJECT INFORMATIONMEP ENGINEERARCHITECT STRUCTURAL ENGINEERLANDSCAPE ARCHITECT GENERAL CONTRACTORPROJECT DIRECTORY
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INDEX OF DRAWINGSDOUGLAS MILLER DeCHANT ARCHITECTS Shepherd Resources, Inc / AIA 37347 US Highway 6, Suite 101 PO Box 1624 Avon, CO 81620 (Phone) 970.949.3302 Monroe & Newell Engineers, Inc.PO Box 1597 Avon, CO 81620 (Phone) 970.949.7768FieldscapePO Box 1871 Avon, CO 81620 (Phone) 970.328.4006Rader Engineering, Inc.40690 Highway 6, Suite E1 PO Box 8610 Avon, CO 81620 (Phone) 970.845.7910 George Shaeffer Construction Co.PO Box 373 Vail, CO 81658 (Phone) 970.845.5656 HEIGHT:EXISTING + NEW ROOF INSULATION & ROOFINGPARKING:EXISTING FIRE SUPPRESSION SYSTEM:YES, TO BE ADDED GRFA:BUILDING LOT SIZE:0.5179 6,026 SF (MAXIMUM=7,483 SF)CURRENT APPLICABLE CODES:ACRES (22,560 SF)PARCEL NUMBER:2101-071-12-003LEGAL DESCRIPTION:VAIL VILLAGE FILING 1 BLOCK: 7 LOT:38 BK-0465 PG-0868 QCD 07-11-87CLASS OF WORK:REMODEL/ADDITIONSlifer Designs 216 Main Street, C-100 Edwards, CO 81632 (Phone) 970.926.8200INTERIOR FIXED FINISHES
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LIGHTING DESIGNER White Lighting Design, Inc.3775 Chase Street Wheat Ridge, CO 80212 (Phone) 303.463.6661 6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-30-12PERMIT 1-2-13DRB CHANGES 2-20-13DRB CHANGES 3-13-13REVISED PERMIT A0.0COVER SHEET A0.1PROJECT INFORMATION L1SITE LAYOUT AND GRADING CONSTRUCTION SET L2PLANTING PLAN L3SITE DETAILS L4SITE DETAILS A2.0CRAWL SPACE FLOOR PLAN EX-A2.OEXISTING LOWER LEVEL FLOOR PLAN A2.0aLOWER LEVEL FLOOR PLAN PARTIAL A2.0bLOWER LEVEL FLOOR PLAN PARTIAL EX-A2.1 EXISTING MAIN LEVEL FLOOR PLAN A2.1aMAIN LEVEL FLOOR PLAN PARTIAL A2.1bMAIN LEVEL FLOOR PLAN PARTIAL EX-A2.2 EXISTING ROOF PLAN A2.2ROOF PLAN EX-A3.0EXISTING EXTERIOR ELEVATIONS EX-A3.1EXISTING EXTERIOR ELEVATIONS A3.0EXTERIOR ELEVATIONS A3.1EXTERIOR ELEVATIONS A3.2EXTERIOR ELEVATIONS EX-A4.0EXISTING BUILDING SECTIONS EX-A4.1EXISTING BUILDING SECTIONS EX-A4.2EXISTING BUILDING SECTIONS A4.0BUILDING SECTIONS A4.1BUILDING SECTIONS A4.2BUILDING SECTIONS A5.0LOWER LEVEL REFLECTED CEILING PLAN A5.1MAIN LEVEL REFLECTED CEILING PLAN A8.0GRAPHIC WINDOW SCHEDULE A8.1GRAPHIC WINDOW & DOOR SCHEDULE EX-S2.0EXISTING LOWER LEVEL FRAMING AND FOUNDATION PLAN EX-S2.0aEXISTING GARAGE ROOF FRAMING AND FOUNDATION PLAN S2.0LOWER LEVEL FRAMING AND FOUNDATION PLAN EX-S2.1EXISTING UPPER (MAIN) LEVEL FRAMING PLAN S2.1MAIN LEVEL FRAMING PLAN EX-S2.2EXISTING ROOF FRAMING PLAN S2.2ROOF FRAMING PLAN EX-S3.0EXISTING GENERAL NOTES AND FOUNDATION DETAILS S3.0GENERAL NOTES AND DETAILS S3.1FOUNDATION DETAILS EX-S3.1EXISTING FRAMING AND ROOF FRAMING DETAILS S3.2FOUNDATION DETAILS S4.1FRAMING DETAILS S4.2FRAMING DETAILS AND FIRE PIT M1.0MECHANICAL SCHEDULES M1.1MECHANICAL SCHEMATICS M2.0CRAWLSPACE MECHANICAL PLAN M2.1LOWER AND MAIN LEVEL MECHANICAL PLANS M3.0MECHANICAL SPECIFICATIONS AND SEQUENCE OF OPERATION E-0FIXTURE SCHEDULE E-1LOWER LEVEL E-2MAIN LEVEL E-3SITE PLAN3-13-13CONSTRUCTION DOCUMENTS 5-22-13CD UPDATE 8-1-13REVISED PERMIT
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D w a r f E v e r g r e e n s
General Notes and Specifications1. Location of all trees shall be staked by the Contractor and approved by the Landscape Architectprior to final installation.2. Exact placement and shape of planting beds shall be reviewed by the Landscape Architect priorto installation of irrigation system.3. All plant materials shall be backfilled with one part peatmoss/compost mixture with two partstopsoil.4. All plants shall be "Colorado Grown", "Colorado Fielded" or "Northern Grown".5. Spruce trees to be nursery grown with leader in tact and undamaged.6. All herbaceous planting beds shall be amended with well rotted manure/compost mixture (onecubic yard compost per 350 s.f. one cubic yard sphagnum peatmoss per 250 s.f.) and tilled intorock-free topsoil to a minimum depth of 6".7. All herbaceous beds shall be top dressed with 1" extra fine shredded hardwood bark mulch.8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardwood bark mulch.9. All plant beds shall receive Mira-Fi filter fabric or equal weed barrier.10. Place a variety (species and bloom) of perennials and ground covers in masses (min. 6 plants)where designated on Plan. Plant masses of bulbs in perennials beds.11. All deciduous trees 212" cal. and greater shall be staked with 6' steel "T" stakes and guyed with#14 gauge galvanized wire and 112" wide x 18" green nylon tree straps; all trees less than 212" cal.shall be staked by 6' Lodgepole stakes with the same guying and wrapping specifications.12. All deciduous trees shall be provided with a tree well at its base. Wells are to be earthconstructed, having a minimum shallow depth of 4".13. All newly planted trees shall be rootfed at time of installation. Rootfeeding shall consist of aliquid root growth stimulator including vitamin B-2 and al slow release fertilizer composedof14+14+10+2% iron.14. All trees, shrubs, vines and mixed flowers shall receive drip irrigation at a schedule consistentwith their individual needs. All sod areas shall receive spray irrigation with 100% overlap. Alldisturbed areas shall be revegetated with native grasses and wildflower grasses and shall receivetemporary irrigation for a minimum of 2 growing seasons; thereafter decrease water applicationgradually.15. Aspen trees shall be field collected with a minimum of three clear trunks unless otherwisespecified.16. Unless otherwise noted on the drawings or technical specifications, all planting beds shall beseparated from sod and revegetation areas by Bend-A-Board edger.17. One application of di-ammonium phosphate fertilizer, 18-46-0 shall be broadcast prior toseeding at a rate of 7-8 lbs per 1,000 s.f.18. All disturbed areas to be revevetated with native grasses shall be revegetated by sewing thefollowing seed mixture at a rate of 42 lbs. per acre:Seed% mixSheep Fescue20Creeping Red Fescue20Canada Bluegrass20Canby Bluegrass20Rocky Mountain Wildflower Mix2019. All areas to receive wildflower seeding shall be sewn with the following mix of wildflowerseed:Seed% mixSiberian Wallflower15.08Perennial Lupine13.08Sweet Williams Pink12.04Rocky Mountain Penstemmon12.04Perennial Gallardia12.04Blue Flax10.04Dwarf Cornflower6.04Annual Baby's Breath6.04Corn Poppy3.04California Poppy3.00Dame's Rocket3.00Shasta Daisy3.00Giant Columbine1.00White Yarrow.32Aspen Daisy.2420. All seed, sown and fertilized area are to be lightly raked into the soil.21. Mulch all sown areas with 2-3" straw or hay, free of weeds.22. All straw mulched areas area to be tackified with an appropriate organic tackifier at the rate of120 lbs. per acre.23. All finish grades shall provide for natural runoff of water without low spots or pockets. Setflow lines accurately and provide a minimum 2% and a maximum 33% gradient unless otherwisenoted. Contractor shall be responsible for positive drainage throughout the site with accurately setflow lines. No low spots or ponding of water will be accepted in the final work. Positive drainageshall occur away from all improvements.24. "Specimen" plant material shall be flagged at the holding nursery for approval from theLandscape Architect.25. Plant quantities in the Plant Schedule are for information only. Landscape Contractor isresponsible to do their own quantity take-offs for all plant material on the Plans. In case ofdiscrepancy, the Plans take precedence over the Plant Schedule.26. Contractor shall field verify existing grades, utilities and conditions, and notify the Owner ofany discrepancies before starting work or making modifications. Contractor will be required tocomplete the work of this project according to the proposed drawings, details and specifications.If conflicts arise in the field, contact the Owner or Owner's representative for resolution.27. Verify locations and conditions of existing trees and plant materials prior to beginning work.Contractor shall take appropriate measures to protect them and avoid compaction within theirdrip lines. Avoid cutting of roots over 1" in diameter. Damage to existing plant material by theContractor shall result in the Contractor replacing damaged material at his/her cost.28. It shall be the Landscape Contractor's responsibility to conform to all design criteria as notedon the Drawings or the technical specifications. Any discrepancies, deletions, additions oralterations to the Drawings or specifications shall be presented in writing to the project LandcapeArchitect prior to installation.29. The Landscape Contractor shall submit the Company's written document regarding its policyin plant guarantee and replacement to the Owner. Each guarantee shall conform to the minumumstandard of replacing all material, including labor, due to the sickness or death of a plant for theperiod of one year following final acceptance.30. The Landscape Architect will have the sole and exclusive right to accept and reject any plantmaterial brought onto the Site which he/she may find unacceptable.31. The Landscape Architect must have a minimum of 24 hours notice prior to a desired site visit.32. Topsoil Depth: all shrub beds shall receive a minimum of 12" topsoil; sod areas to receive 18"topsoil.33. Watering schedule for sod areas: soak newly-installed sod to field capacity; keep moist for twoweeks, adjusting for the weather conditions; gradually reduce the watering to allow for the rootsto stretch and search for water. Once this is established, use a soil tensionmeter to avoidover-moisture of the soil.34. Erosion control blankets are to be used on steep slopes, generally steeper than 3:1, and slopeswhere erosion hazard is high and in sensitive areas such as steams and wetlands and whereplanting is likely to be slow in providing adequate protective cover. Additionally, it shall be usedon slopes where mulch must be anchored and other methods such as crimping or tackifying areneither feasible nor adequate.a. Mats/ Blankets shall be installed vertically.b. The sloped surface shall be free of rocks, clods of dirt, sticks, and grass. Mats/Blankets shall have a good soil contact.c. Apply permanent seeding before placing the mat.d. Lay the Blankets loosely and stake or staple to maintain direct contact with the soil.Do not stretch.3) Nylon webbing strap
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23 Backfill, 13 compost mixture.1. Measure height of the tree ball (Ht.)2. Dig a tree pit twice the root diameter (Width), and shallower than its Ht. depending onthe size of the root ball (X): 60" diameter root balls and larger should be 6-12" above naturalgrade; 2-3" caliper trees should be 2-6" above natural grade.3. Set the root ball on undisturbed soil.4. Remove twine, burlap, and baskets from top 13 of root ball.5. Fill pit with 23 backfill and 13 compost. No rocks larger than baseball size are permitted.Foot pack in 6" lifts.6. Water thoroughly, to the point of saturation, removing all air pockets from backfillmaterial. Utilize a long metal pipe watering wand. Do not fertilize at time of planting.7. Tree shall be planted vertically and maintained throughout construction. Any siteretaining above or below the tree shall be provided as necessary and shall be outside of thedrip line of the tree. Boulder retaining shall match the other site retaining. For steep slopes,refer to Evergreen Tree Planting on Slope Detail.Ht.Width X"
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Score container rootbalswith encircling roots.Remove container. Placerootball on undisturbed soil.
23 b
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Scale: 1"=10'-0"
North
P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
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P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE EX-A2.11107AUGUST 1, 2013 EXISTING MAIN LEVEL FLOOR PLANMARSHALLRESIDENCEREMODELREVISED PERMIT6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT 1-2-13DRB CHANGES 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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B
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L
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EXIST
EXIST
LINE OF WALL BELOW
LI
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L
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EXIST
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T
LI
N
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L
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N
BE
L
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N
BE
L
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,
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1' - 0"
12' - 2 1/4"
EX
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R1
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R1
A
R1
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A
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2
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2
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R3
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1
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R3
E
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A
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1
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.
0
12
EXIST + NEW
3'
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4
5
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8
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1
3
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2
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1
1
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2
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2
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.
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ROOF PLAN GENERAL NOTES 1. ALL EXISTING ROOFING TO BE REPLACED WITH PRE-PATINATED COPPER STANDING SEAM ROOF.ALL NEW ROOFING TO MATCH.2. EXIST SNOW FENCES TO BE REPLACED WITH NEW SNOW FENCES, DESIGN TBD.3. SNOW FENCE LOCATIONS AND LENGTHS ARE DIAGRAMMATIC &SHOULD BE REVIEWED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO PROVIDE SHOP DRAWINGS.4. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED. GUTTER AND DOWNSPOUT LOCATIONS & LENGTHS ARE DIAGRAMMATIC & SHOULD BE REVIEWED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO PROVIDE SHOP DRAWINGS.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.21107AUGUST 1, 2013 ROOF PLANMARSHALLRESIDENCEREMODELREVISED PERMIT
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1
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N6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-31-12PERMIT 1-2-13DRB CHANGES 2-20-13DRB CHANGES 3-13-13REVISED PERMIT 3-13-13CONSTRUCTION DOCUMENTS 5-1-13DRB CHANGES 5-15-13DRB CHANGES- SOLAR PAN.5-16-13ASI 04 5-22-13CD UPDATE 8-1-13REVISED PERMIT
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A3.01107AUGUST 1, 2013 EXISTING EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT 1-2-13DRB CHANGES 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A3.11107AUGUST 1, 2013 EXISTING EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT 1-2-13DRB CHANGES 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES ARE NEW, UNO.ELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 3. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.4. ALL WINDOWS AND DOORS ARE NEW.5. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED. GUTTER AND DOWNSPOUT LOCATIONS & LENGTHS ARE DIAGRAMMATIC & SHOULD BE REVIEWED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO PROVIDE SHOP DRAWINGS.DCOPPER PANELS 2. COPPER PANEL SIZE/LAYOUT IS A REPRESENTATION OF INTENT. ACTUAL PANELS SHALL BE REVIEWED W/ ARCHITECT PRIOR TO FABRICATION LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O ST/WD 8155' - 2 5/8"
1
2
3
4
5
6
7
89
15
'
-
0
"
A
B
B
A
B
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B
A
A
A
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1
4 A4
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MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
PR
O
P
O
S
E
D
B
O
U
L
D
E
R
W
A
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L
15
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-
0
"
1
5
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-
0
"
1
7
'
-
0
"
1
3
'
-
0
"
1
5
'
-
0
"
1
4
'
-
0
"
1
8
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-
0
"
2 A4
.
1
73 71
83
D
D
D
75
92
91
10
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81
7
4
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8
5
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8
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T
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H
I
M
N
E
Y
2' - 3"
2'
-
7
"
82
15
7270
19
N
2'
-
3
"
2'
-
3
"
6"
2'
-
3
"
2'
-
3
"
6"
2'
-
3
"
2'
-
3
"
14
'
-
6
"
1 SK-35
LO
W
E
R
L
E
V
E
L
T
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G
Y
P
C
81
4
4
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8
5
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8
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MA
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N
L
E
V
E
L
T
O
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W
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81
5
5
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2
5
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8
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dd
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5
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8
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4
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PR
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FI
N
I
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8'
-
0
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1
2
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4
3
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4
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2
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9
1
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4
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2
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9
1
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4
"
1
1
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3
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4
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37
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2
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2' - 3"
89
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2
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51
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LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O ST/WD 8155' - 2 5/8"
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MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"EXISTING GRADE PROPOSED FINISHED GRADE
PR
O
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N
I
S
H
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D
G
R
A
D
E
EX
I
S
T
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N
G
G
R
A
D
E
352 SF TOTAL 0 SF UNEXPOSED
11
'
-
2
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
1
2
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-
4
3
/
4
"
8
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-
0
"
37
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-
2
"
A
A
A A
D4.2B
20
4
F
68
D4.4B
D4.3B
2 A4
.
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.01107AUGUST 1, 2013 EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELREVISED PERMIT
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1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES ARE NEW, UNO.ELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 3. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.4. ALL WINDOWS AND DOORS ARE NEW.5. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED. GUTTER AND DOWNSPOUT LOCATIONS & LENGTHS ARE DIAGRAMMATIC & SHOULD BE REVIEWED BY ROOFING CONTRACTOR. ROOFING CONTRACTOR TO PROVIDE SHOP DRAWINGS.DCOPPER PANELS 2. COPPER PANEL SIZE/LAYOUT IS A REPRESENTATION OF INTENT. ACTUAL PANELS SHALL BE REVIEWED W/ ARCHITECT PRIOR TO FABRICATION 1
2
3
4
5
6
7
8
9
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D
B
B
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PROPOSED FINISHED GRADEEXISTING GRADE
EX
I
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T
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N
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G
R
A
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PR
O
P
O
S
E
D
FI
N
I
S
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E
D
G
R
A
D
E
15' - 0"
15
'
-
0
"
15
'
-
0
"
17
'
-
0
"
13
'
-
0
"
15
'
-
0
"
14
'
-
0
"
18
'
-
0
"
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.
1
62
1659
12
3
11
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52
04
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A
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B
A
A
A
A
A
D
D
A
A
A
21
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12
1
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53
20
4
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81
7
0
'
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5
5
/
1
6
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SP
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81
7
4
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9
"
T
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N
E
Y
2' - 3"
81
7
7
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CH
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5
6
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5
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81
6
3
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2
1
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6
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2
19
A
19
B
19
C
10
4B
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20
4
A
20
1
200B
58
1
SK
-
3
5
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O ST/WD 8155' - 2 5/8"ENTRY LEVEL T O STONE 8157' - 0 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
D
D
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BR
I
D
G
E
21
2
BR
I
D
G
E
12
1
61
67
66
65 64 63
PR
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P
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D
F
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N
I
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H
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D
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R
A
D
E
EX
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T
I
N
G
G
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A4.01107AUGUST 1, 2013 EXISTING BUILDING SECTIONSMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT 1-2-13DRB CHANGES 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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CEILING GENERAL NOTES 1. CEILING DATUM HEIGHTS ARE: TOP OF FLOOR STRUCTURE TO BOTTOM OF CEILING FINISH 2. ALL INTERIOR BEAMS/COLUMNS ARE BOX CONSTRUCTION UNO.
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A5.11107AUGUST 1, 2013 MAIN LEVEL REFLECTED CEILING PLANMARSHALLRESIDENCEREMODELREVISED PERMIT
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LOWER LEVEL T O GYPC 8144' - 8 5/8"LOWER LEVEL T O PLY 8144' - 7 1/8"073' - 0"7' - 0"5' - 0"LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O ST/WD 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
09 08
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4'
-
6
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4'
-
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5' - 0"
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1' - 3"
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81
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81
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81
4
4
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1
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12
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4'
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0
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4'
-
0
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5' - 0"
4' - 0"1' - 6"
4'
-
0
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81
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4
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81
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81
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81
4
4
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-
7
1
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8
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59 16
2' - 0"5' - 6"
7' - 9 1/2"
5'
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7' - 11 1/2"
5'
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5' - 6"
7' - 11 1/2"
9'
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0
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12
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19
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19
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19
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2'
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6
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4'
-
6
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5' - 10"2' - 0"
7' - 8 3/4"
LOWER LEVEL T O GYPC 8144' - 8 5/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
12
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7' - 11 1/2"
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81
4
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29
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-
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EXIST
LO
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81
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81
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MA
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81
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4
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LO
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81
4
4
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-
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4' - 6"2' - 0"
1' - 5 1/2"
4'
-
6
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4'
-
6
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19
7' - 11 1/2"
20
22
23
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2'
-
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0
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4'
-
6
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4'
-
6
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7' - 8 3/4"
LO
W
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81
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4
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81
4
4
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-
7
1
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8
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2'
-
4
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30
2'
-
4
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7' - 11 3/4"
4' - 6"
MAIN LEVEL T O ST/WD 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"515' - 0"5' - 0"2' - 6"2' - 6"2' - 6"2' - 6"8' - 10 1/4"9 5/16"2' - 6 9/16"200A50D8.14 D8.15D8.11
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81
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MA
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81
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4
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1
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1
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7'
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7'
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81
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MA
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81
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3 1/2"
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7
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81
5
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MA
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81
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52
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81
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10
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5
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81
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67
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4
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4
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17
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-
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14' - 9"
14' - 9"
2' - 3 1/2"
MA
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81
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5' - 6"2' - 0"
5'
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21
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MAIN LEVEL T O ST/WD 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"1' - 5"682' - 4"EXIST
MA
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8155' - 2 5/8"
MA
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8154' - 11 1/8"
73 71
1'
-
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1'
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3' - 0"
13' - 7 1/2"
70
72
8' - 7 1/2"
1'
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1' - 10"3' - 2"
1'
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5' - 5"2'
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7' - 8 1/2"
5' - 5"
2'
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75
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3' - 0"
19
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3'
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6' - 3 3/4"
1' - 4"
6' - 3 3/4"
1' - 4"
WINDOW NOTES COORDINATE THIS SCHEDULE WITH FLOOR PLANS,BUILDING ELEVATIONS, BUILDING SECTIONS AND DETAIL MANUAL FOR LOCATION, OPERATION & DETAILS OF WINDOWS AND PATIO DOORS.1.U-VALUES:WEILAND .39 JELD-WEN & KOLBE- VARIES AGGEGRATE PROJECT U-VALUE= 0.3142.ALL WINDOWS ARE JELD-WEN UNLESS NOTED OTHERWISE.3.HEAD HEIGHT IS FROM TOP OF GYPCRETE FLOOR ON LOWER LEVEL AND TOP OF PLYWOOD SUBFLOOR ON MAIN LEVEL, UNO.4.MAIN LEVEL T O ST/WD 8155' - 2 5/8"
1
MAIN LEVEL T O PLY 8154' - 11 1/8"
2'
-
6
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2' - 4"
11' - 3"
70S
2'
-
4
7
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81
5
4
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1
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5' - 6"
2' - 0"
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A8.01107AUGUST 1, 2013 GRAPHIC WINDOW SCHEDULEMARSHALLRESIDENCEREMODELREVISED PERMIT BEDROOM #4
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MASTER DRESSING 8-27-12WINDOW SHOPS 8-31-12PERMIT LOWER LEVEL, UNOMAIN LEVEL
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3-13-13REVISED PERMIT2-7-13LOWER LEVEL WIN & DR CD 3-13-13CONSTRUCTION DOCUMENTSTVROOM 4-26-13ASI 02 5-22-13CD UPDATE
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8-1-13REVISED PERMIT
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MAIN LEVEL T O ST/WD 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"15 4' - 6 1/2"1' - 3"2' - 6"2' - 6"2' - 6"2' - 6"7' - 3 1/2"4' - 0"
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MAIN LEVEL T O ST/WD 8155' - 2 5/8"45 MAIN LEVEL T O PLY 8154' - 11 1/8"3' - 0"3' - 0"3' - 0"3' - 0"6' - 0"6' - 0"3' - 8"12' - 5 1/4"16' - 1 1/4"3' - 8"12' - 5 1/4"16' - 1 1/4"9291 DOOR NOTES COORDINATE THIS SCHEDULE WITH FLOOR PLANS,BUILDING ELEVATIONS, BUILDING SECTIONS, DETAIL MANUAL AND INTERIOR DRAWINGS FOR HEAD HEIGHT,LOCATION, SIZE, OPERATION & DETAILS FO DOORS.1."DR SIZE W x H x T" DOES NOT INDICATE ROUGH OPENING DIMENSIONS, IT ONLY DESCRIBES THE GENERIC SIZE OF THE DOOR, UNO.2.REFER TO INTERIOR DESIGNER HARDWARE SCHEDULE FOR HARDWARE SPECIFICATIONS.3.WINDOW NOTES COORDINATE THIS SCHEDULE WITH FLOOR PLANS,BUILDING ELEVATIONS, BUILDING SECTIONS AND DETAIL MANUAL FOR LOCATION, OPERATION & DETAILS OF WINDOWS AND PATIO DOORS.1.U-VALUES:WEILAND .39 JELD-WEN & KOLBE- VARIES AGGEGRATE PROJECT U-VALUE= 0.3142.ALL WINDOWS ARE JELD-WEN UNLESS NOTED OTHERWISE.3.HEAD HEIGHT IS FROM TOP OF GYPCRETE FLOOR ON LOWER LEVEL AND TOP OF PLYWOOD SUBFLOOR ON MAIN LEVEL, UNO.4.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A8.11107AUGUST 1, 2013 GRAPHIC WINDOW &DOOR SCHEDULEMARSHALLRESIDENCEREMODELREVISED PERMITUPPER GALLERY
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S2.01107AUGUST 1, 2013 EXISTING LOWER LEVEL FRAMING AND FOUNDATION PLANMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S2.0a1107AUGUST 1, 2013 EXISTING GARAGE ROOF FRAMING AND FOUNDATION PLANMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By M Haeberle at 9:47 am, Aug 29, 2013
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S2.11107AUGUST 1, 2013 EXISTING UPPER LEVEL FRAMING PLANMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By M Haeberle at 9:47 am, Aug 29, 2013
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S2.21107AUGUST 1, 2013 EXISTING ROOF FRAMING PLANMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By M Haeberle at 9:47 am, Aug 29, 2013
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S3.01107AUGUST 1, 2013 EXISTING GENERAL NOTES AND FOUNDATION DETAILSMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By M Haeberle at 9:48 am, Aug 29, 2013
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S3.11107AUGUST 1, 2013 EXISTING FRAMING AND ROOF FRAMING DETAILSMARSHALLRESIDENCEREMODELREVISED PERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT 3-13-13REVISED PERMIT 8-1-13REVISED PERMIT
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Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By M Haeberle at 9:48 am, Aug 29, 2013
Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By M Haeberle at 9:48 am, Aug 29, 2013
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Reviewed for Code Compliance Code: 2012 International Residential Code (IRC) By M Haeberle at 9:49 am, Aug 29, 2013
General1.Immediately notify the Engineer of any discrepancies.2.It shall be assumed that all subcontractors are experienced and thoroughly knowle
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construction industry and shall perform in a responsible manner in an appropriate
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q
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c
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.
3.Do not scale drawings. Verify dimensions in field prior to commencement of wor
k
.
4.It is the intent of these drawings and specifications to establish a standard of quali
t
y
.
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exceptions to approve methods and materials not reflected herein.5.Failure to order, or release order, for materials and/or equipment will not be accep
t
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,
equipment, or installation methods.6.Work shall be performed in a workmanlike manner to the satisfaction of the Arch
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7.Labor, materials, and equipment shall conform to the latest applicable editions of
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and ordinances. If conflict between those publications exists, the most stringent r
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8.Provide record drawings to architect. Drawings shall include all addendum items
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9.The drawings show the intent of the mechanical systems but do not show all detai
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Contractors to install complete & operable systems, which conform to the manufa
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standards.10.Systems shall be tested for proper operation. If tests show work is defective, Con
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cost to Owner.11.It is the Contractors' and manufacturers' responsibility to assure themselves that th
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be installed on the project.12.Systems shall be professionally labeled. Piping shall be labeled with color coded c
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service and flow direction. Equipment, pumps and valves shall be labeled with en
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equipment/valve schedule shall be provided and mounted on the mechanical room
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nomenclature as the mechanical drawings.13.Coordinate architectural, structural, electrical, landscaping, fire protection, and int
e
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drawings prior to installation.14.Offset piping, ductwork, etc. as necessary to accommodate structure, beams, colum
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Electrical15.Contractor must carefully verify electrical service voltage and phase available bef
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16.The following are to be furnished by MC and wired by EC: equipment motors, m
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disconnect switches (if specified as part of factory wired equipment) resistance he
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17.The following are to be furnished and wired by EC: disconnect switches, therma
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and contactors.18.The following are to be furnished and wired by MC: low voltage thermostats, co
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motorized valves, motorized dampers, pilot lights, multi-speed switches and interl
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Shop Drawings19.Submit entire HVAC shop drawing submittal data at one time. Submittal to be bo
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orderly manner. Partial submittals will not be accepted. Submittals shall include,
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pumps.Remodel, Demolition & Unforeseen Conditions20.Visit site prior to bid and verify the conditions. Include in the bid, costs required
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indicated or not.21.Provide mechanical demolition required. Refer to architectural demolition drawin
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required. Visit site prior to bid to determine extent of work involved. Provide lab
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restore continuity of service to existing systems.22.In as much as design for remodel, renovation and/or rehabilitation requires that ce
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conditions and because some of these assumptions cannot be verified without dest
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portions of the building, the Engineer cannot assure the Owner or the Contractor t
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encompass all contingencies. Field coordination during construction is imperative
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reasonable allowances for unseen conditions and should include associated allowa
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23.Field verify locations of all existing piping, equipment, ductwork, etc.Insulation24.Insulate all new heating water piping with U.L. approved, white, all service, glass
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alternate price to insulate with Armaflex.25.Insulation for all types of piping shall be carried full size through pipe hangers or
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insulation are butted together, use factory recommended adhesive.Piping28.Heating Water piping - Type 'L' copper, wrought copper fittings, and no lead sold
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l
l
h
e
a
t
i
n
g
w
a
t
e
r
p
i
p
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n
g
p
a
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s
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n
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t
h
r
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j
o
i
s
t
s
a
n
d
s
t
u
d
s
.
Du
c
t
w
o
r
k
38
.
Du
c
t
s
i
z
e
s
s
h
o
w
n
o
n
d
r
a
w
i
n
g
s
a
r
e
o
u
t
s
i
d
e
(
s
h
e
e
t
m
e
t
a
l
)
d
u
c
t
d
i
m
e
n
s
i
o
n
s
.
39
.
Al
l
d
u
c
t
w
o
r
k
s
h
a
l
l
b
e
s
e
a
l
e
d
a
i
r
t
i
g
h
t
w
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t
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d
u
c
t
m
a
s
t
i
c
.
D
u
c
t
t
a
p
e
i
s
p
r
o
h
i
b
i
t
e
d
.
40
.
Al
l
r
e
t
u
r
n
s
s
h
a
l
l
b
e
d
u
c
t
e
d
.
P
a
n
n
i
n
g
o
f
s
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u
d
c
a
v
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t
i
e
s
,
j
o
i
s
t
b
a
y
s
,
e
t
c
.
i
s
n
o
t
a
l
l
o
w
e
d
.
41
.
Pr
o
v
i
d
e
1
/
4
"
g
a
l
v
a
n
i
z
e
d
m
e
s
h
s
c
r
e
e
n
o
n
a
l
l
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m
b
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s
t
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o
n
a
i
r
d
u
c
t
s
o
r
o
p
e
n
i
n
g
s
.
42
.
Se
a
l
a
l
l
d
u
c
t
w
o
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k
j
o
i
n
t
s
a
n
d
v
a
p
o
r
b
a
r
r
i
e
r
p
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n
e
t
r
a
t
i
o
n
s
a
t
a
l
l
e
x
t
e
r
i
o
r
w
a
l
l
s
.
43
.
Pr
o
v
i
d
e
t
u
r
n
i
n
g
v
a
n
e
s
i
n
a
l
l
m
i
t
e
r
e
d
r
e
c
t
a
n
g
u
l
a
r
e
l
b
o
w
s
.
44
.
Pr
o
v
i
d
e
v
o
l
u
m
e
d
a
m
p
e
r
s
a
t
a
l
l
a
c
c
e
s
s
i
b
l
e
r
o
u
n
d
d
u
c
t
t
a
k
e
-
o
f
f
s
.
45
.
Ma
k
e
a
l
l
f
i
n
a
l
c
o
n
n
e
c
t
i
o
n
s
t
o
s
u
p
p
l
y
G
R
D
'
s
w
i
t
h
a
c
o
u
s
t
i
c
f
l
e
x
i
b
l
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d
u
c
t
.
M
i
n
i
m
u
m
l
e
n
g
t
h
s
h
a
l
l
b
e
4
f
e
e
t
.
M
a
x
i
m
u
m
l
e
n
g
t
h
s
h
a
l
l
be
8
f
e
e
t
.
46
.
Al
l
d
u
c
t
w
o
r
k
o
r
s
u
r
f
a
c
e
s
w
h
i
c
h
a
r
e
v
i
s
i
b
l
e
b
e
h
i
n
d
a
g
r
i
l
l
e
,
r
e
g
i
s
t
e
r
,
d
i
f
f
u
s
e
r
o
r
l
o
u
v
e
r
s
h
a
l
l
b
e
p
a
i
n
t
e
d
f
l
a
t
b
l
a
c
k
.
47
.
Sh
e
e
t
m
e
t
a
l
a
n
d
f
i
t
t
i
n
g
s
t
o
b
e
p
u
r
s
u
a
n
t
t
o
S
M
A
C
N
A
a
n
d
A
S
H
R
A
E
s
t
a
n
d
a
r
d
s
.
48
.
Co
n
t
r
a
c
t
o
r
t
o
c
o
o
r
d
i
n
a
t
e
e
x
a
c
t
l
o
c
a
t
i
o
n
o
f
g
r
i
l
l
e
s
a
n
d
r
e
g
i
s
t
e
r
s
b
e
f
o
r
e
i
n
s
t
a
l
l
a
t
i
o
n
.
49
.
Se
a
l
o
f
f
a
l
l
d
u
c
t
s
d
u
r
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
.
Vi
b
r
a
t
i
o
n
I
s
o
l
a
t
i
o
n
50
.
Wh
e
r
e
s
p
e
c
i
f
i
e
d
,
d
u
c
t
-
t
o
-
f
a
n
c
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
m
a
d
e
w
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t
h
f
l
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x
i
b
l
e
c
a
n
v
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s
d
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c
t
c
o
n
n
e
c
t
o
r
m
a
t
e
r
i
a
l
.
P
r
o
v
i
d
e
d
u
c
t
a
l
i
g
n
m
e
n
t
wi
t
h
i
n
1
/
2
"
a
t
t
h
e
f
a
n
c
o
l
l
a
r
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n
d
d
u
c
t
c
o
l
l
a
r
.
51
.
Wh
e
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e
s
p
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c
i
f
i
e
d
,
s
p
r
i
n
g
v
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b
r
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t
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n
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s
o
l
a
t
o
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f
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p
p
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f
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q
u
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p
m
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t
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h
a
l
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p
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l
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h
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t
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p
p
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t
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d
d
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a
c
t
sp
r
i
n
g
h
o
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s
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n
g
.
Co
n
t
r
o
l
s
52
.
Mo
u
n
t
a
l
l
t
h
e
r
m
o
s
t
a
t
s
a
n
d
h
u
m
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d
i
s
t
a
t
s
5
'
-
0
"
a
b
o
v
e
f
i
n
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h
e
d
f
l
o
o
r
.
53
.
Th
e
r
m
o
s
t
a
t
s
&
r
e
m
o
t
e
t
e
m
p
e
r
a
t
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r
e
s
e
n
s
o
r
s
s
h
a
l
l
n
o
t
b
e
i
n
s
t
a
l
l
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d
a
b
o
v
e
h
e
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m
i
t
t
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n
g
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q
u
i
p
m
e
n
t
,
i
n
c
l
u
d
i
n
g
w
a
l
l
m
o
u
n
t
e
d
t
o
u
c
h
sc
r
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e
n
c
o
n
t
r
o
l
s
.
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o
n
o
t
m
o
u
n
t
o
n
e
x
t
e
r
i
o
r
w
a
l
l
s
o
r
a
b
o
v
e
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b
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w
f
o
r
c
e
d
a
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r
s
u
p
p
l
y
r
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i
s
t
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r
s
.
54
.
Al
l
t
h
e
r
m
o
s
t
a
t
s
s
h
a
l
l
h
a
v
e
a
t
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m
p
e
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a
t
u
r
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r
a
n
g
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s
u
i
t
a
b
l
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f
o
r
t
h
e
a
p
p
l
i
c
a
t
i
o
n
a
n
d
h
a
v
e
a
d
j
u
s
t
a
b
l
e
s
e
t
p
o
i
n
t
s
.
T
h
e
t
h
e
r
m
o
s
t
a
t
s
s
h
a
l
l
be
a
b
l
e
t
o
d
i
s
p
l
a
y
t
e
m
p
e
r
a
t
u
r
e
s
e
t
p
o
i
n
t
a
n
d
r
o
o
m
t
e
m
p
e
r
a
t
u
r
e
.
A
l
l
t
h
e
r
m
o
s
t
a
t
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s
h
a
l
l
b
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a
p
p
r
o
v
e
d
b
y
t
h
e
O
w
n
e
r
.
55
.
Se
e
S
e
q
u
e
n
c
e
o
f
O
p
e
r
a
t
i
o
n
f
o
r
a
d
d
i
t
i
o
n
a
l
c
o
n
t
r
o
l
i
n
f
o
r
m
a
t
i
o
n
.
Ba
l
a
n
c
i
n
g
56
.
Ai
r
a
n
d
w
a
t
e
r
f
l
o
w
s
m
u
s
t
b
e
b
a
l
a
n
c
e
d
,
a
n
d
f
a
n
b
e
l
t
s
,
p
u
m
p
s
,
a
n
d
d
r
i
v
e
s
y
s
t
e
m
s
a
d
j
u
s
t
e
d
a
s
r
e
q
u
i
r
e
d
.
B
a
l
a
n
c
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
fu
r
n
i
s
h
s
u
b
s
e
q
u
e
n
t
a
i
r
b
a
l
a
n
c
e
s
a
f
t
e
r
a
c
c
e
p
t
a
n
c
e
o
f
t
h
e
b
u
i
l
d
i
n
g
.
57
.
Ai
r
s
i
d
e
m
e
a
s
u
r
e
m
e
n
t
s
s
h
a
l
l
i
n
c
l
u
d
e
a
l
l
m
o
t
o
r
a
m
p
e
r
a
g
e
,
v
o
l
t
a
g
e
r
e
a
d
i
n
g
s
,
m
o
t
o
r
R
P
M
,
f
a
n
R
P
M
,
f
a
n
C
F
M
,
f
a
n
i
n
l
e
t
s
t
a
t
i
c
pr
e
s
s
u
r
e
,
f
a
n
o
u
t
l
e
t
s
t
a
t
i
c
p
r
e
s
s
u
r
e
,
a
n
d
e
x
h
a
u
s
t
g
r
i
l
l
e
C
F
M
.
58
.
Hy
d
r
o
n
i
c
m
e
a
s
u
r
e
m
e
n
t
s
s
h
a
l
l
i
n
c
l
u
d
e
a
l
l
m
o
t
o
r
a
m
p
e
r
a
g
e
,
v
o
l
t
a
g
e
r
e
a
d
i
n
g
s
,
m
o
t
o
r
R
P
M
,
p
u
m
p
R
P
M
,
p
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m
p
G
P
M
a
s
c
a
l
c
u
l
a
t
e
d
fr
o
m
t
h
e
p
u
m
p
c
u
r
v
e
,
i
n
l
e
t
a
n
d
o
u
t
l
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t
p
r
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s
s
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r
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a
t
p
u
m
p
s
,
a
n
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t
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m
p
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n
d
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s
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r
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d
r
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p
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t
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l
l
c
o
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l
s
.
59
.
Ad
j
u
s
t
f
l
o
w
s
t
o
w
i
t
h
i
n
1
0
%
o
f
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u
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t
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t
y
.
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f
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u
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l
q
u
a
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n
9
0
%
o
f
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s
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g
n
,
i
n
v
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s
t
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g
a
t
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a
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e
,
a
t
t
e
m
p
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t
o
re
c
t
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r
.
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u
b
m
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t
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f
o
r
r
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j
e
c
t
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n
of
r
e
p
o
r
t
.
Mechanical Specifications
1.
FC
-
1
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a
n
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a.
MA
K
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:
1.
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