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HomeMy WebLinkAboutDRB130155 Plans ApprovedPOTATO P 31 LOT 31. 809 POTATO PATCH, VAIL, COLORADO GENERAL NOTES: I. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 1 I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT /ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND /OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. PROJECT SUMMARY: SYMBOLS: Code: A4.1 A INTERNATIONAL RESIDENTIAL CODE 2012 A4.00 Section Cut Reference Detail Area Reference Zoning: TWO FAMILY PRIMARY/SECONDARY 4h EL. 0' -0" Occupancy Classification: Elevation Reference Elevation Symbol TYPE R DIV. 3 A4.1 A A -20 Required Sprinklering: 0 Detail Cut Reference Large Area Detail Reference Conform to NFPA 13 -D A12/31/1999 Revision Cloud Revision Symbol PROJECT TEAM: ARCHITECT: K.H. WEBB ARCHITECTS P.C. 710 W. LIONSHEAD CIRCLE, UNIT A VAIL, CO 81657 PH. 970.477.2990 CONTACTS: KYLE H. WEBB MICHAEL CURRENT STRUCTURAL ENGINEER 1 \rxFI I.VI VJ Ili L I/`%IV IJ, II-4_ PO BOX 4572 VAIL,CO 81658 PH. 970.949.9391 FX. 970.949.1577 CONTACT: MIKE STRUMPH O O Grid Bubble Material Tag LANDSCAPE ARCHITECT: FIELDSCAPE DESIGN P.O. Box 1871 Avon, Colorado 81620 (970) 328 -4006 ph. (970)328 -4212 fax CONTACT: RIC FIELDS DRB 130155 DRB ISSUE 05.13.13 DRAWING INDEX CIID11[V C001 EXISTING TOPOGRAPHIC SURVEY LANDSCAPE LI SITE /GRADING PLAN L2 TURNING RADII PLAN L3 DETAILS AND NOTES L4 PLANTING PLAN ARCHITECTURAL A001 HOUSE 31 GRFA PLANS A002 EXTERIOR SITE LIGHTING A100 UNIT A CRAWL SPACE A101 UNIT A FIRST FLOOR PLAN A102 UNIT A SECOND FLOOR PLAN A103 UNIT A THIRD FLOOR PLAN A104 UNIT A ROOF PLAN A105 UNIT B FIRST FLOOR PLAN A106 UNIT B SECOND FLOOR PLAN A107 UNIT B THIRD FLOOR PLAN A108 UNIT B ROOF PLAN Al 10 UNIT A CRAWLSPACE ELECTRICAL PLAN Al 11 UNIT A FIRST FLOOR ELECTRICAL PLAN Al 12 UNIT A SECOND FLOOR ELECTRICAL PLAN Al 13 UNIT A THIRD FLOOR ELECTRICAL PLAN Al 15 UNIT B FIRST FLOOR ELECTRICAL PLAN Al 16 UNIT B SECOND FLOOR ELECTRICAL PLAN Al 17 UNIT B THIRD FLOOR ELECTRICAL PLAN A201 ELEVATIONS A202 ELEVATIONS A301 BUILDING SECTIONS A310 WALL SECTIONS A501 DETAILS A502 DETAILS A601 EXTERIOR WINDOW AND DOOR SCHEDULE A602 DOOR DETAILS A603 WINDOW DETAILS AND INTERIOR DR SCHED 0 DESIGN F xI�V1� 90?2RP. PROVAL TOWN OF VAIL Date: 90T ?RP 11 Community Development Planner: Joe Batcheller Department TOWN of VAIL RECEIVED Date: 05/13/2013 By: D. RHOADES v H V �L v i ME • V Q � M O O Q J 0 PROJECT: DRAWN BY: DATE: 4-10 �Lili 00 ON ry o V � J O Q f• Q O O� W O1 1— PV f• W O J r— V O, V D Q W z 0 J f- �n W I� W J A= O v c Q = cc V_ 0 J QO � V O Q Q O 1� 05.13.13 REVISIONS: PERMIT 01.30.01 CD # 1 10.23.01 RE -ISSUE 05.13.13 COVER A000 TRACT BLOCK FOUND PIN & YELLOW PLAST CAP LS #11413 ELE V= 8549.66 w ` 3 At lima! 1 41199 HIGHWAY 6 & 24, EAGLE —VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 NOTES: 1) DATE OF SURVEY: 10/31/06 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: SEWER MANHOLE 0540 INVERT = 8565.6 (SEE DRAWING). 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT (SEE DRAWING). 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 7) THIS ENTIRE LOT FALLS WITHIN A MEDIUM SEVERITY ROCKFALL HAZARD AREA ACCORDING TO OFFICIAL ROCKFALL HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAPTED BY COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000. 8) 2' CONTOUR INTERVAL. 9) NO BUILDINGS ON LOT. 10) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER 33.7 X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER 7 X.X�j DENOTES BUSH WITH APPROXIMATE DIAMETER 56 "W 0 ft 0' 10' 20' 30' O LLJ C SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. @ ---------------- SEWER MANHOLE 0540 Michael J Post INVERT = 8559.4 Colorado P.L.S. 30116 MEAS RIM = 8565.6 LOT 30 BASIS OF ELEVATION Date: 3086TOPO.DWG 11/06/06 KPJ Tract A, Block 1 i I I I I I �II�I� II�III���I CIO Property Li ne TL I 5.0' \ Stone X Patio I LL Family m><ly Room / FFE 8603.00' Unit 31B i �Ip Il,lr' i Pro sed Limit of Iii q Dlex (n Disturba i i / �l OW 1.8 SP, 1 ,,: bOLC 995 ae 9 05 1 1 94 96 Unit 32A 1� $ 10 12 14 16 to @ �g �\S �o \o �1. 12 C f -> F'IL�1,ted a er s. D. 6. 0.5 20 } Entry i FFE 8619.0' I 31B 151 s.f Snow 31B �C>> Stoage r �\\ � ' Garage p 8 FFE 8619.25' ' Roof Elevations Re: Arch. ` ~ P / 1;n7 Pe i Unit 31 A-< LL Family Room I'FFE 8602.00' FFE 8630` I Garage FFE 32.0' y Heated er Dr' Q V, M i i 7.2 120 6 f 34 >8 � 30 32 i 1 8633.01 20 Utility t' onnecti l 12 14 08 8614 X8.7 /i e� 1 1 i 6670 \ A. 8620 9 8637.2 ��— 38 \ 8638. eh Dr 1ve 8634.2 ° � ° Snow Stora e Calculations: 149 s.f. snow I Unheated 4 wide concrete pan Storage ., '° c I per T.O.V. requirements ,�/ g .3 w � °nn O L� e Heated Paver Drive in the Potato N ' Patch Drive ROW n .o a �m f- 8632.1 separate zone / 2� I Utll Water Curb / Stop 1 OYtr 16 1$ / Zo / I8630.1 JI Electric \ Transformer \ j 8630.2 Scale -1" = 10' -0" • Site an g • Total Driveway surface area: 1,846 s.f. Snow Storage Area Provision: 276 s.f. Area Required (10% paved area): 184 s.f. Site Coverage Calculations: Total Lot area: 20,987 s.f. Impermeable Area: 6,996 s.f. (33.33 %) 4,184 s.f. building 1,846 s.f. driveway 675 s.f. patios Permeable (landscaped) Area: 13,991 s.f (66.67 %). Total Disturbed area: 12,242 s.f. (58.33 %) TOWN OF VA IC 1 ARD DESIGN 06/05 W VIE / 2013 APPROVAL Pate: Community Development Planner: JO e B a t ch e l l e r Department Revisions v N � N � N DD o N 7 m cC o O � � X U w 0 o 0 t\ M � O c-1 � X � O Job No. 0714.00 Issue Date Final DRB May 29,'07 Revisions June 5, '07 Permit July 23, '07 Revisions Sept. 17,'07 �o V �-I O r--a O U -rN O U 1� r--a . r-q U O �0 O ®Copyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional. service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L1 of four t--a v � O O VJ N c� -�-+ O O � 4=j o 4-j 0 M 4-j O r--a . r-q U O �0 O ®Copyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional. service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L1 of four NoYth Scale -1" = 10' -0" Turning Radius Plan 8 m g 9 G F p M X u z 3 0 N � N O N R o O t.i rn G Oi .o d' °o n m � c 0 P. Job No. 0714.00 Issue Date Final DRB May29,'07 Revisions June 5,'07 Permit July 23,'07 -1--+ 0 UO H m 0 a M� t / r� ,1VJ_-�JJ r 0 raw V n� 0 -N 0 0 I� 0 7-i 0 0 U 0 U W 0 0 H U U G 0 0 x U 0 as c� 0 o�ary Fieldecape lnrorymafM All NBhISRUerved nla docv ,and Neideaa and designsinrorpo ared hereiry as an in Immenl of p[ofes'sional s'e[via. ie the pmperty of Fieldw�e InroryorafM and is nonobe uud, 'n M1ole or in Dart (or anY Olher awiflinnt Me written u�orriza mmf 2c F" Ids. Sheet L2 of four General Notes and S -Decifications 1. Location of all trees shall be staked by the Contractor and approved by the Landscape Architect prior to final installation. 2. Exact placement and shape of planting beds shall be reviewed by the Landscape Architect prior to installation of irrigation system. 3. All plant material shall be backfilled with one part peatmoss /compost mixture with two parts topsoil. 4. All plants shall be 'Colorado Grown'; if not available 'Colorado Fielded', or 'Northern Grown' may be acceptable. 5. Spruce trees to be nursery grown with leader intact and undamaged. 6. All herbaceous planting beds shall be amended with well rotted manure /compost mixture (one cubic yard compost per 350 s.f. one cubic yard sphagnum peatmoss per 250 s.f.) and tilled into rock 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. 10. Place a variety (species and bloom time) of perennials and ground covers in masses (min. 6 plants) where designated on the plan. Plant masses of bulbs in perennial beds. 11. All deciduous trees 2 -1/2' cal. and over shall be staked with 6' steel 'T' stakes and guyed with #14 gauge galvanized wire and 1 -1/2' wide x 18' green nylon tree straps; all trees less than 2 -1/2' 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 earth constructed having a minimum shallow depth of 4' 13. All newly planted trees shall be rootfed at time of installation. Rootfeeding shall consist of a liquid root growth stimulator, including vitamin B -2 and a slow release fertilizer composed of 14 +14 +10 +2% iron. 14. All trees, shrubs, vines and mixed flowers shall receive drip irrigation at a schedule consistent with their individual needs. All sod areas shall receive spray irrigation with 100% overlap. All disturbed areas to be revegetated with native grasses and wild- flower seed shall receive temporary irrigation for a minimum of 30 days; thereafter, decrease water application gradually. This system will have an automatic clock with an integrated rain sensor /shut -off. 15. Aspen trees shall be field collected with a minimum of three clear trunks unless otherwise specified. 16. Unless otherwise noted by the drawings or technical specifications, all planting beds shall be separated from sod and native seed mix by Bend -A -Board edger. 17. One application of di- ammonium phosphate fertilizer, 18 -46 -0 shall be broadcast prior to seeding at a rate of 7 -8 lbs. 1,000 s.f. 18. All disturbed areas located on the Landscape Plan to receive native grass treatment shall be revegetated by sewing the following seed mixture at a rate of 42 lbs. /acre. 19. Percent mix of each seed type shall be approved by the Landscape Architect. Seed % Mix Sheep Fescue 20 Creeping Red Fescue 20 Canada Bluegrass 20 Canby Bluegrass 20 Rocky Mountain Wildflower Mix 20 20. All areas to receive wildflower seeding shall be sown with the following mix of wildflower seed. Percent mix of each seed type shall be approved by the Landscape Architect. Seed % Mix Siberian Wallflower 15.08 Perennial Lupine 13.08 Sweet Williams Pink 12.04 Rocky Mountain Penstemmon 12.04 Perennial Gallardia 12.04 Blue Flax 10.04 Dwarf Cornflower 6.04 Annual Baby's Breath 6.04 Corn Poppy 3.04 California Poppy 3.00 Dame's Rocket 3.00 Shasta Daisy 3.00 Giant Columbine 1.00 White Yarrow .32 Aspen Daisy .24 21. All seed, sown and fertilized areas are to be lightly raked into soil. 22. Mulch all sown areas with 2 -3' of straw or hay free of weeds. 23. All straw mulched areas are to tackified with an approved organic tackifier at the rate of 120 lbs. per acre. 24. All finish grades shall provide for natural run -off of water without low spots or pockets. Set flow lines accurately and provide a minimum 2% and a maximum 33% gradient unless otherwise noted. Contractor shall be responsible for positive drainage throughout the site, with accurately set flow lines. No low spots or ponding of water will be accepted in the final work. Positive drainage shall occur away from all improvements. 25. 'Specimen' plant material shall be flagged at the holding nursery for approval from the Landscape Architect. 26. Plant quantities in the Plant Schedule are for information only. Landscape Contractor is responsible to do their own quantity takeoffs for all plant material on the plans. In case of discrepancies, plans take precedence over plant schedule. 27. Contractor shall field verify existing grades, utilities and conditions, and notify the Owner of any discrepancies before starting work, making modifications as directed by the Owner. Contractor will be required to complete the work of this project according to the proposed drawings, details and specifications. If conflicts arise in the field, contact the Owner for resolution. Contractor shall take take sole responsibility for any costs incurred due to damage of said utilities. 28. Verify locations and conditions of existing trees and plant material prior to beginning work. Contractor shall take appropriate measures to protect them and avoid compaction within drip lines. Avoid cutting of roots over 1' diameter. Existing plant material damage by contractor shall be replaced at contractors expense. 29. It shall be the Landscape Contractors responsibility to conform to all design criteria as noted on the Drawings or the technical specifications. Any discrepancies, deletions, additions or alterations to the Drawings or specifications shall be presented in writing to the project Landscape Architect prior to installation. 30. Landscape Contractor shall submit the Company's written document regarding it's policy in plant guarantee and replacement to the Owner. Each guarantee shall conform to the minimum standard of replacing all material, including labor due to the sickness or death of a plant for the period of one year following final acceptance. 31. Landscpe Architect will have the sole and exclusive right to accept and reject any plant material brought onto the Site which he /she may find unacceptable. 32. Landscape Architect must have a minimum of 24 hours notice prior to desired site visit. Native Seed Revegetation Specifications Native Seed Mix 9: Grass Seed: 'Multi -Color High Altitude Seed Mix' Mix as available from Arkansas Valley Seed Company, Denver, CO (303- 920 -7300) Grass Seed Mix: Ephraim Crested Wheatgrass 30% Dwarf Perennial Ryegrass 20% Blue Fescue 20% Reubens Canada Bluegrass 15% Chewings Fescue 10% Wildflower Seed 5% Grass Seed: 10 oz. per 1000 sq. ft. P.L.S. Native Seed Mix: 9 -10 oz. per 1000 sq. ft. P.L.S. Straw Mulch: Clean oat or wheat straw well seasoned before bailing, free from mature seed - bearing stalks or roots of prohibited or noxious weeds. Seeding: Loosen soil of seeded areas to depth of 4" Grade soil of seeded areas to smooth even surface with moderately coarse texture Apply seed at specified rates in (2) equal sowings at right angles to each other Place straw within 24 hours (2) 50 lb. balls per 1000 s.f., crimp into soil Temporary Erosion Control Straw bale siltation berms shall be utilized during the construction and landscaping periods. Berms shall be located according to the plans and as required to control run -off and shall be installed prior to excavation. Water dissipaters shall be installed at intervals in drainage swales not to exceed 25' o.c. The Contractor shall be responsible for preventing the release of sediment -laden water (mud) from the construction site, and shall be required to install additional control facilities at the direction of the Owner or Owner's Representative, should problems occur. All slopes greater than 2:1 will receive jute mesh erosion control fabric until revegetation grasses are established. Protecting Natural Features: The area of disruption will be completely fenced to protect surrounding undisturbed vegetation. The areas which are not landscaped but within the disruption zone will be revegetated to match the natural vegetation. All existing trees designated to remain will be surrounded with snow fence installed at the drip line. The fencing will remain through the entire construction period. 2' -0' Min. Diameter Boulders Heated Drive (paving to be selected) e 3/ Compact Backfill to 90% Min. Standard Proctor tit Mirafi 700x or Equ lant as needed to Maintain Gravel Behind Boulders Key Sotto oulders by 18' Min. Install Lateral Drain 20' -0' O.C. w/ 4' PVC Pipe or Gravel. Slope Drain at 1/4' Drop per 1 Lineal Foot of Drain. O +-1 bA 3/4' to 1 -1/2' Crushed Rock or Equivelant Mirafi 140N Fabric or Equivelant Typical Boulder Wall Not to Scale Heated Drive withing R.O.W. on a separate zone Proposed Drive Concrete Pan Section Not to Scale T -0' Asphalt Road 6' min. aggregate base course Unheated Concrete Pan adjacent to T.O.V. Roadway 0 N � N t-1 r-1 00 C14 06 O N ,: m cd o � n O � O X U w 0 o X as � O 0- Job No. 0714.00 Issue Date Final DRB May 29, '07 Revisions June 5, '07 Permit July 23, '07 O 75 r n� I--I N M O m v 0 I� I� va 1� u G 0 0 O O r--a O U O U w 1--a O O 4 O O U O O R OCopyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L3 of four c� X 0 4 Heated Drive (paving to be selected) e 3/ Compact Backfill to 90% Min. Standard Proctor tit Mirafi 700x or Equ lant as needed to Maintain Gravel Behind Boulders Key Sotto oulders by 18' Min. Install Lateral Drain 20' -0' O.C. w/ 4' PVC Pipe or Gravel. Slope Drain at 1/4' Drop per 1 Lineal Foot of Drain. O +-1 bA 3/4' to 1 -1/2' Crushed Rock or Equivelant Mirafi 140N Fabric or Equivelant Typical Boulder Wall Not to Scale Heated Drive withing R.O.W. on a separate zone Proposed Drive Concrete Pan Section Not to Scale T -0' Asphalt Road 6' min. aggregate base course Unheated Concrete Pan adjacent to T.O.V. Roadway 0 N � N t-1 r-1 00 C14 06 O N ,: m cd o � n O � O X U w 0 o X as � O 0- Job No. 0714.00 Issue Date Final DRB May 29, '07 Revisions June 5, '07 Permit July 23, '07 O 75 r n� I--I N M O m v 0 I� I� va 1� u G 0 0 O O r--a O U O U w 1--a O O 4 O O U O O R OCopyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L3 of four Tract A, Block 1 `L Property Line '' %�r q� Native Gra P� S SB Limit of Disturbance 25" WR O WR 20 e 2' WR WR wR wR < SB 2.5 " / o 2" Scale -1" = 10'-0" Planti* ng Plan i 1 O 1 = / r foil0�1 C �r i ve V at o O Plant Schedule DESIGN REVIEW BOARD APPROVAL TOWN of VAIL' Date: 06/05/2013 Community Development Planner: Joe B a t the 11 e r Department mbol Common Name Scientific Name Flower Growth Count Size Height /Spread Colorado Blue Spruce Picea pungens None 50'/25' 1 8' Ht. 3 10' Ht. 6 12' Ht. A Radiant Crabapple Malus spp. 'Radiant' Deep Pink 23718' 1 3" Cal. Quaking Aspen Populus tremuloides None 35/25 12 2' Cal. 6 2 1/2 " Cal. 1 3' Cal. S Serviceberry Amelanchier alnifolia White 6- 12'/6 -12' 3 5 Gal. wR Wood's Rose Rosa woodsii Pink 4'/4' 16 5 Gal. SB Snowberry Symphoricarpos albus White w/ Pink 3'/4' 15 5 Gal. C AC Alpine Currant Ribes alpinum Insignificant 3- 6'/3 -6' 5 5 Gal. D Redtwig Dogwood Cornus stolinifera 'Baileyi' White 81/8' 1 7 Gal. Native Grass Mix to Match Existing Grasses 103 32 ct., 12" o.c All Disturbed Areas N F-+ In C!� � O Q� U � o r 0 �Nco C4 00 O N c�S o � t\ O � O x U w O °o 00 L� m c o CD O Job No. 0714.00 Issue Date Final DRB May 29,'07 Revisions June 5, '07 Permit July 23, '07 Revisions Sept. 17, '07 ++ 0 OCopyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L4 of four 0 0 c� 1 'T ] 0 0 U .-1 r^ V.1 0 U 0 b!J t^1 W 0 V � I" 1 U O 0 0 (t 0 ++ 0 OCopyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L4 of four 0 � 1 'T ] 00 0 ++ 0 OCopyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L4 of four SITE COVERAGE 111 = 20' -0" HOUSE 31 BASEMENT WALL DEDUCTIONS: WPIISURFAC WALL SURFACE 6 6 1 2 3 4 PLL SURFACE - LLSUR -E W SURFA WALLSM —E AREA =80 SF AREA =242SF AEA =64S AREA =381 SF OW GRADE SELMGRADE B OW GRAD BELOW GRADE AREA =OSF AREA =OSF EA =GS AREA =08F 7 8 9 10 11 12 WALL DEDUCTIONS: TOTAL WALL AREA = 3077 SF AREA BELOW GRADE = 965 SF 999/3077 = 32% BELOW GRADE HOUSE 31 LOWEST LEVEL WALL DEDUCTION 1 " = 20' -0" GRFA CALCS WALL SUR AC AREA =41 S BELOW G D AREA =05F 0 DESIGN �F�VI11r�P��DiAPPROVAL TOWN OF UAfL gate: Community Development Panner:J02 Ba PROPOSED GRFA UNIT A PROPOSED GRFA UNIT B LEVEL 1 = 1422 SF (ADJ.) LEVEL 1 = 908 SF (ADJ.) LEVEL 2 = 2090 SF LEVEL 2 = 1353 SF LEVEL 3 = 782 SF LEVEL 3 = 600 SF TOTAL GRFA UNIT A= 4294 SQ. FT. TOTAL GRFA UNIT A= 2861 SQ. FT. TOTAL PROPOSED GRFA UNIT A TOTAL GRFA = 4294 SF UNIT B TOTAL GRFA = 2861 SF TOTAL GRFA = 7155 SF TOTAL ALLOWED = 7278 SQ. FT tC11yy,, e112Y' Department I I I � I I I�0 I LEVEL 3 -A 782 GRFA I I ' r ; THIRD FLOOR GRFA 1 " = 20' -0" I I I I I I I I I I ( Ir � - I I - LEVEL 2 -B 1348 GRFA /i LEVEL 3 -B GRFA CALCULATION: 600 SF LEVEL 3 -B 600 GRFA '" LEVEL 3 -A GRFA CALCULATION: 775 SF + �c �0 GARAGE SF AFTER DEDUCTION) = 775 SF �\ r SECOND FLOOR GRFA 1 " = 20' -0" �_ -- I I I I I I I I I II f I I / I 1 , FIRST FLOOR GRFA .EVEL 1 B GRFA CALCULATION: 1335 SF i8% ABOVE 1 " = 20' -0" � a v ry o J O • Q � H O� w p� v � r-4 GARAGE -A 529 GRFA .EVEL 2 -B GRFA CALCULATION: 1348 SF (605 SF GARAGE) - 600 SF GARAGE DEDUCTION 1353 SF .EVEL 2 -A GRFA CALCULATION: 2090 SF GARAGE -B 05 GRFA GRADE = 908 SF ADJ GRFA SEE WALL COVERAGE CALCULATIONS) .EVEL 1A GRFA CALCULATION: 2091 SF 6% ABOVE GRADE = 1422 SF ADJ GRFA SEE WALL COVERAGE CALCULATIONS) 0 0 0 V 0 QW J CL. M o Q cc V JO Q Q Q J o PROJECT: DRAWN BY: DATE : 1 0.23.01 REVISIONS: PERMIT 01.30.01 REVISED PERMIT 09.26.01 CD #1 1 0.23.01 GRFA A001 r� J R 0 a ' V V � a a Q v " "' z � z z O J 4/) W O 0 QW J CL. M o Q cc V JO Q Q Q J o PROJECT: DRAWN BY: DATE : 1 0.23.01 REVISIONS: PERMIT 01.30.01 REVISED PERMIT 09.26.01 CD #1 1 0.23.01 GRFA A001 PROJECT: DRAWN BY: DATE : 1 0.23.01 REVISIONS: PERMIT 01.30.01 REVISED PERMIT 09.26.01 CD #1 1 0.23.01 GRFA A001 EXTERIOR SITE LIGHTING PLAN 1 "= 201 -O" 0 EXTERIOR LIGHTING LEGEND 0 A - FX POST MODERNE BOLLARD B - B/K SINGLE 600 DRIVE OVER LIGHT �fl C - FX CUSTODE GRADINO STEP /WALL LIGHT o D - LUMIERE WESTWOOD UP /DOWN LIGHT OUTDOOR WATERPROOF CHRISTMAS TREE /CONVIENENCE OUTLET, HALF SWITCHED U.O.N. ** VERIFY LIGHTING KEY W/ MOST RECENT COPY OF EXTERIOR LIGHTING SCHEDULE EXTERIOR LIGHTING FIXTURE COUNTS: A - ( <18 "H) 2 - NOT IN FIXTURE COUNT B - ( <18 "H) 1 - NOT IN FIXTURE COUNT C - ( <18 "H) 11 - NOT IN FIXTURE COUNT D - ( >18 "H) 16 - INCLUDED IN FIXTURE COUNT TOTAL NUMBER OF LIGHTS 18" OR HIGHER & /OR IN EXCESS OF 40W OR 400 LUMENS: 16 TOTAL NUMBER ALLOWED FOR HOUSE 31 (21,000SF LOT) _ 21 FIXTURES. r� �o �n 0o o1, rr o r� V � J O Q f• Q O O, W Ol I— PV f• W O J r- V O, V D Q W S VI Z O J �n W O f• V QW M O v °Q z °C V � � J O c:) J Q Q o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD #1 10.23.07 RE -ISSUE 05.13.13 EXTERIOR SITE LIGHTING PLAN A002 5' -21" gAk / CRAWL SPACE - SIDE A 1/4" = 1' -0" I I I I I I I I MATCH LINE PARTY WALL SEPARATION I I I I i I i I i I i I I 1 1 SETBACK LINE TYP. 0 Z V QW n J � �o �n 140 0o Cl, v ~ O r— Q J 0 J O 1� Q O� ::._ O� 0 LuW V O� • � cc V -C p Q W V S i Z O J �n W 1� QW J � M cQ z °C V � I— J QQ o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD #1 10.23.07 RE -ISSUE 05.13.13 FLOOR PLANS A100 ao / / mrl N Ln N i / +IN '-11N ' N IN r-I �n m� mla r+IN Ln L? p m� �In W 0 �\1 O N® 1 ' -0" x 15' -0" io ROOM 151 a20' -6" x 17'-6" I J_ I I 2' -6211 1' -10411 41 011 21 0411 z 10' -5$11 8' -10$11 4'= 14„ ------------- 3� 6$'9 3' -1211 I N wl w2 MATCH LINE PARTY W — — — SEPA ION Cl % 0. 3 ti W9 E GUEST BED W9 3 A 105 10' -6" x 14' -0" W14 ..0 1a, ' �ry 6 -$Q11 1 Zb -A1 u Ln ` U In o U I sz �„ 5z MECH. � 1 z 1 2 -12 FT-) CHASE O° lsa D 1 j UNFINISHED 20 MIN. DOOR w/ +42" SELF CLOSER PRHT i VOID SPACE, qO MECH. B \ CESS, <5' 15 B WA - i \ 7' -0" x 9' -6" 5/8" TYPE "X" GYP. �� N I 0 ® \\ TYP. ALL MECH SPACES: AT RAWLSPACE, PROVIDE 4 CF MIN. (1 CFM / I GUEST 1 �s `, i ' LAUNDRY A 50sf FLR AREA) AIR BED 2B � k � i PS � EXCHANGER 10 VENT 152 A31 102 THROUGH ME H. CHASE. I X13' -0" x 7' -0" 8" CONC. WALL >1 9' -0" x 15' -0" HOUR FIRE RATING 10e MECH. 11 CHASE 1� -- -- -_ 1 � I ' ° LL LINE 1 _j 6' -0" CIL loz 12 liz v 36 "X36" FIR RATED ELEVATOR i 3 CRAWLSPACE CCESS _ 0 ti =a FLOOR HATCH - I 1, o0 GUEST BED TWO p 106 wla 101_ "x1 n los s? 5ti HALL A O 113 1 1/2" � \ c' HANDR IL @ MATCH LINE CLOSER STAIR IR OSIN oa 20 MIN. DOOR w/ 113 36" ABOVE PARTY WALL GENERAL PLAN NOTES: I TYP = SEPARATION i lO PROVIDE FIRE RESISTIVE TYPE "X" o GYP ON INTERIOR WALLS AND I ci� Qz `r� l03 NON - COMBUSTIBLE PLYWOOD \% los / l06 to �� Dui 20R@ 1/ "E . SHEATHING ON EXTERIOR WALLS / p? — UP _ 18 @ 1" A. SEPARATION, TYP. PARTY S E WALL , I �;L� LL POWDE RM A CPT. W . SHEET A501 6' 103 BA 4' -0" x 5'-0' O 6-61" 1 10 71 6211 6" 5/8" TYPE 11X11 GYP. 1 J' �j o LOWER LEVEL BOARD UNDER -k T.O.SUB FLR +8602' -0" 3 \ STAIRS, TYP. log ti A310 0 Q / A Will o E \ W9 WII v? 1, �0. 3 BOW +8 9' -4' .), ;l TOW +859 a F� 0' wll \ O 6V m LL AMILY 00 M A 'Fi11 25' -0" x 16' -0" RRA E D- FIRST LEVEL FLOOR PLAN - SIDE A 1/4" = 1' -0" W9 �I- i GUEST BED ONE A 109 16' -0" x 11' -6" D5 13 A602 1 301 / 1 \ 109 \ SETBACK LINE \ / � TYP. /Z11, GUEST BATH ONE A ✓4 < V."// ­ / ^ '-AL- V 1\ 1 Y L 1 \ 1 L V V 1 % 1 Lam\ 1 Y J 1 V L �\ I1\ LJ 1/4" = 1' -011 V I.n 1 � M o Q 0o o, V O N Q V N ..0 1a, ' �ry 6 -$Q11 1 Zb -A1 u Ln ` U In o U I sz �„ 5z MECH. � 1 z 1 2 -12 FT-) CHASE O° lsa D 1 j UNFINISHED 20 MIN. DOOR w/ +42" SELF CLOSER PRHT i VOID SPACE, qO MECH. B \ CESS, <5' 15 B WA - i \ 7' -0" x 9' -6" 5/8" TYPE "X" GYP. �� N I 0 ® \\ TYP. ALL MECH SPACES: AT RAWLSPACE, PROVIDE 4 CF MIN. (1 CFM / I GUEST 1 �s `, i ' LAUNDRY A 50sf FLR AREA) AIR BED 2B � k � i PS � EXCHANGER 10 VENT 152 A31 102 THROUGH ME H. CHASE. I X13' -0" x 7' -0" 8" CONC. WALL >1 9' -0" x 15' -0" HOUR FIRE RATING 10e MECH. 11 CHASE 1� -- -- -_ 1 � I ' ° LL LINE 1 _j 6' -0" CIL loz 12 liz v 36 "X36" FIR RATED ELEVATOR i 3 CRAWLSPACE CCESS _ 0 ti =a FLOOR HATCH - I 1, o0 GUEST BED TWO p 106 wla 101_ "x1 n los s? 5ti HALL A O 113 1 1/2" � \ c' HANDR IL @ MATCH LINE CLOSER STAIR IR OSIN oa 20 MIN. DOOR w/ 113 36" ABOVE PARTY WALL GENERAL PLAN NOTES: I TYP = SEPARATION i lO PROVIDE FIRE RESISTIVE TYPE "X" o GYP ON INTERIOR WALLS AND I ci� Qz `r� l03 NON - COMBUSTIBLE PLYWOOD \% los / l06 to �� Dui 20R@ 1/ "E . SHEATHING ON EXTERIOR WALLS / p? — UP _ 18 @ 1" A. SEPARATION, TYP. PARTY S E WALL , I �;L� LL POWDE RM A CPT. W . SHEET A501 6' 103 BA 4' -0" x 5'-0' O 6-61" 1 10 71 6211 6" 5/8" TYPE 11X11 GYP. 1 J' �j o LOWER LEVEL BOARD UNDER -k T.O.SUB FLR +8602' -0" 3 \ STAIRS, TYP. log ti A310 0 Q / A Will o E \ W9 WII v? 1, �0. 3 BOW +8 9' -4' .), ;l TOW +859 a F� 0' wll \ O 6V m LL AMILY 00 M A 'Fi11 25' -0" x 16' -0" RRA E D- FIRST LEVEL FLOOR PLAN - SIDE A 1/4" = 1' -0" W9 �I- i GUEST BED ONE A 109 16' -0" x 11' -6" D5 13 A602 1 301 / 1 \ 109 \ SETBACK LINE \ / � TYP. /Z11, GUEST BATH ONE A ✓4 < V."// ­ / ^ '-AL- V 1\ 1 Y L 1 \ 1 L V V 1 % 1 Lam\ 1 Y J 1 V L �\ I1\ LJ 1/4" = 1' -011 V QW I.n � M o Q 0o o, V O N Q V N OO Q Q J O • Q n H , W O% V � N N Lon r— V O� • � eC V -L p a V W �.Y � z 0 a J rr W 0 QW � M o Q = cc V o J OO Q Q o Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD #1 10.23.07 RE -ISSUE 05.13.13 FLOOR PLANS A101 36 "H GUARDR NOT TO ALLM PASSAGE OF 4 SPHERE, TYP. / / / / SECOND LEVEL FLOOR PLAN - SIDE A 1/4" = 1' -0" I I I I I I I I I I I I I I I I I I I 'PE ND OD VALLS I AIL 6, I I I 1 1 emmli N V QW r- - :.. --40 z °C c� V O 1�_ J o� V n o Q J O • Q � C> 4 Q a W O� 0 V O� • � CC V � p Q V W L V) Z O C3 J W O QW z °C V O 1�_ J QQ o Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD #1 10.23.07 RE -ISSUE 05.13.13 FLOOR PLANS A102 / / / THIRD LEVEL FLOOR PLAN - SIDE A 1/4" = P -0" v H 4— v a� y V a u V r— - -4o 0o o, O `: V J_ O Q Q O O� W C% H PV W O J V O� oc V D Q W V) Z O J W ►� 00 QW z °C V O O CL_ O QQ O Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 FLOOR PLANS A103 3:1� ROOF \ I \ \ I \ I I \ \ I \\ I \ I \ \ I I \ \\ \ \ EAV \ T.O.SHEATHINGv +8626'- \ EAV \ MAX. ALLOWED 8629'- ' \ \ FLAT ROOF E AVE \ \ \ T:O.SHEATHING +8626' -10" \ EAJE \ MAX. ALLOWED +8627' -06 EAVE \ T.O.SHEATHING +8623'\ CRICKET ` \ EA " \ \ MAX. ,ALLOWED +8623' -0'\ \ \ \ ✓ 0\ \ \ ` Ai 4 1 a� \ \ DESIGN 7gl1 Q1�gn?,4�PROVAL TOWN OF VA111 Date: VV tt�� VV // GG UU 11 �� Community Development Planner: Joe Batcheller Department e v H V -j__ V i a 0 M 0 0 r— L. , LA_ Zo v, — -4o 0o o, o r.i V n d' J_ O Q Q a W O� H PV = 1� W O J V O� V v Q W 2 z 0 J W ► _ O W Q o 0 0� J mC:> 0 c Q O� V J� ~ O Q 00 0. PROJECT: DRAWN BY: D A T E : 05.31.13 REVISIONS: PERMIT 07.30.07 PERMIT RE -ISSUE 05.31.13 FLOOR PLANS A104 NIN N �o �O Ln co / 00 M � - rl N O / N / nIN N � m O cl� mla 1N Ln L? p "co 0 \o v? O 4' -8z" 7. 1.. Zti W +36" 36" STONE WALL 42' -1" 5111 z 714" 71" 4 4 z" -0" O. 1S, Ln _y LL STO. B 36 "H STONE WALL. NO OPEN ti 155 _ SPACE TO ALLOW PASSAGE OF o 36 "X36" FIRE RATED 3' -6" x 11' -6' 4" DIA. SPHERE TYP. - CRAWLSPACE ACCESS \ FLOOR HATCH 1 CRAWLSPACE <24" HT. \ RACE A6 C2 RE: STRUCT T. .SLAB 86 - oo I 1 1/2" HANDRAIL @ 36" 0 N ABOVE STAIR NOSING ~Ln N - TYP. pia 1 � 156 N '1_4 5' -44.. ,_lz = 9' -114" 156 D2 wo2 3' -81" v 6' -8" 2' -7'L" NIN \ . SETBACK LINE 1 '^ TYP. m 98.. SZ.. 1� o-ll iss 94.. O \ �L a IN 6„ \ w9 v "' LOWER LEVEL T.O.SUB FLR +8603' -0" O ls� - O 12' -0" 2' -7211 102 22' -OZ" n1co 5i„ , 8„ o GUEST 2 BED 3B - tAil 1111111111 156 L.L FAMI LY 11'-0" x 15' -0" io ROOM ° 151 LE W9 O 20' -6" x 17'-6" O � I _ I D \? 000 m Iu 2'-6111 1 10- 2 0- 2 10' -5- s? 8' -10$" ` ------------------- - 4,_I4" - 3�V8,n 31.1 1 i i 3u „ i 3u 3u 2 - 4 4' -0 - 4 8 = rA1 '-IIN 1" 12 Q p ---- ---_---- - - -- rp � Ln I 52 y„ 5j MECH. 1 z I I CHASE � 00 Oo ls4 o I 3' / � 20 MIN. DOOR w/ � I +42" UNFINISHED SELF CLOSER a � 1 ,1 � ls3 � ��` PRHT � � � � \VOID SPACE, O MEC . B = B WA / \ CESS, <5'F 15 = "o i \ 7' -0" x 9' -6" 5/8" TYPE "X" GYP. � N i \ \ SPACES: TYP. ALL MECH AT CRAWLSPACE, N 61- Wi �O o MECH � \ PROVIDE 4 CF MIN. (1 CFM / TYP' �� O LL � 50sf FLR AREA) AIR GUEST 1 m., i LAUNDRY A EXCHANGER 10 VENT BED 2B 102 \ THROUGH ME H. CHASE. A31 152 13' -0" x 7' 0" 8" CONC. WALL >1 Wz 9' -0" x 15' -0" jv 11„ y�� ` HOUR FIRE RATING i �Oa / MECH. z o� — — E 11 CHASE � �. — — — — MATCH LINE PARTY W SEPA ION 3 � Cl 1 0. 3�0. 3"L w9 J ' c? W9U GUEST BED 3A 105 10' -6" x 14' -0" 1�` O 14 OWltl A310 0 10 GUEST BED TWO A p i-- 106 1D FIRST LEVEL FLOOR PLAN - SIDE B 1/4" = 1' -0" \ O 1 A301 �o — L1y -4o 0o V o� n v Q • J Q O � V O J 0 LL LINE 1 J Q W O= O, ry Q Q 6' -0" o Q i� • � J V CC 0 Ol� CL V C Q V i a z O J 12 112 F- a U O ELEVATOR =11 6x • 36 "X36" FIR RATED • CRAWLSPACE CCESS _ 0 o FLOOR HATCH oclil I \ 1 105 s? Co LL HALL A mlv 6 pf 113 1 1/2" \ l04 6\, > 4 v�f� 20 MIN. DOOR w/ HANDRAIL @ 36" AB VE MATCH LINE I SELF CLOSER 113 STAIR OSIN PARTY WALL GENERAL PLAN NOTES: TYP. SEPARATION SIN lO PROVIDE FIRE RESISTIVE TYPE "X" GYP ON INTERIOR WALLS AND I o 5 los 06 `r? l06 103 �` _ "Ln NON- COMBUSTIBLE PLYWOOD to E SHEATHING ON EXTERIOR WALLS Up 18 @ 1/ 1 A WITHIN 3' OF PARTY WALL I 32 Ck LL POWDE ' SEPARATION, TYP. SEE DETAIL 6, 1 o RM A C PT. W SHEET A501 i y, 6 Li 103 4' 5' / I \O BA -0" x -0' O 6' 6� - 4 y„ `roJ 6„ 7' -6z" 5/8" TYPE "X" GYP. 1 o LOWER LEVEL BOARD UNDER T.O.SUB FLR +8602' -0 _ STAIRS, TYP. log A310 0 10 GUEST BED TWO A p i-- 106 1D FIRST LEVEL FLOOR PLAN - SIDE B 1/4" = 1' -0" \ O 1 A301 V QW �o — L1y -4o 0o V o� n v Q • J Q O � V O J O 4— v Q W O= O, ry Q Q o Q i� • � J V CC 0 Ol� y V C Q V W x i a z O J tr W O • • V QW � M v Q = cC V O J O CL_ O O Q Q o Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD #1 10.23.07 RE -ISSUE 05.13.13 FLOOR PLANS A105 / / 36 "H GUARDR NOT TO ALLO) PASSAGE OF SPHERE, TYP. SECOND LEVEL FLOOR PLAN - SIDE B 1/4" = 1' -0" i A301 I I I I I I I I I I I I I I PE "X" I ND DD VALLS I AIL 6, i I i I 1 1 I r_ _ 140 0o v O V ON ry r_ J Q :=._ O r• O� � M W v Ol rr r_ V • � CC 0 O� V -C p Q V W S i Z O J W O r• o V QW � M cQ z °C V O J Q Q o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD #1 10.23.07 RE -ISSUE 05.13.13 FLOOR PLANS A106 THIRD LEVEL FLOOR PLAN - SIDE B 1/4" = P -0" A301 v H 4— v a� y V a u V r— - -4o 0o o, O `: V J_ O Q Q O O� W C% H PV ".Z- W O J V O� oc V D Q W V) Z O J W ►� 00 QW z °C V O O CL_ O QQ O Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 FLOOR PLANS A107 \ EAV \ \ \ T. 0. SHEATHING +8626'- \ EAV \ MAX. ALLOWED + 8629'- \ \ v V � \ \ FLAT ROOF EAVE \ \ T.\O.SHEATHING +8626' -,0 \ EAVI \ \ MAXI ALLOWED +8627' -0 T.O.8HEATHING +8623' \ \ EA " MAX. ALLOWED +8623' -0' \ : too C� \ ROOF PLAN - SIDE B 1/4" = P -0" DESIGN,�RgFVJ In T?2 PPROVAL TOWN OF VAIL Date: UU ll�� �� IIJJ J LG (lJJ Community Development PlannerJOe Batcheller Department V -- _L V a M 0 0 V n d' J O Q^ Q� W O� H PV = 1� VI �� W O J V O� V D Q W 2 Z O J W ► _ O W Q O _ O � J m O O O Q O� V J� ~ O Q 0o PROJECT: DRAWN BY: D A T E : 05.31.13 REVISIONS: PERMIT 07.30.07 PERMIT RE -ISSUE 05.31.13 FLOOR PLANS A108 GENERAL ELECTICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 2. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER 2003 IRC 3. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT AT ROUGH -IN 4. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNITURE LAYOUTS 5. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: Ol PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY LIGHTING SYMBOLS OA RECESSED CAN LIGHT: N® ADJUSTABLE DOWNLIGHT 0-+ RECESSED CAN LIGHT: ADJ ADJUSTABLE & /OR SLOPED SPOT TRIM sAA SURFACE MOUNTED LIGHT FIXTURE 0 DECORATIVE LIGHT FIXTURE 0 PENDANT LIGHT © RECESSED LENSED SHOWER LIGHT PAR -20 MULTIPLE RECESSED ADJUSTABLE SPOT LIGHT BY EUROFASE, TBD QQ 24" HALOGEN UNDER CABINET LIGHT A EXTERIOR WALL SCONCE ©A EXTERIOR STEP LIGHT N FTVI $3 $4 $D $V $T KEY O1 VARIAULL TIMER SWITCH IN JAMB HOMEWORKS KEY PAD HOMEWORKS CIRCUIT DESIGNATION BATHROOM EXHAUST FAN N® INFLOOR DATA AND QUAD \Z ELECTRICAL PLAN CRAWL SPACE - SIDE A 1/4" = 1' -0" SETBACK LINE TYP. I I I �_MATPARTY WALL CILLLN� SEPARATION I I I I I I i I I i I i 1 1 v +- V -F. V L Ck 0 Z V �o �n 0o a, O ~ V � J O Q N Q � W O� � N N W O J V O� v D Q W S �n Z O J Vf W O n QW POWER OUTLET N® INFLOOR DATA AND DUPLEX POWER OUTLET H M T NEW HOSE BIB 0 NEW JUNCTION BOX 0 NEW NATURAL GAS LINE \Z ELECTRICAL PLAN CRAWL SPACE - SIDE A 1/4" = 1' -0" SETBACK LINE TYP. I I I �_MATPARTY WALL CILLLN� SEPARATION I I I I I I i I I i I i 1 1 v +- V -F. V L Ck 0 Z V �o �n 0o a, O ~ V � J O Q N Q � W O� � N N W O J V O� v D Q W S �n Z O J Vf W O n QW J M O o x x °C V � cx QQ o Q J PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.01 RE -ISSUE 05.13.13 ELEC. PLANS A110 GENERAL ELECTICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 2. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER 2003 IRC 3. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT AT ROUGH -IN 4. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNITURE LAYOUTS 5. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: Ol PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY LIGHTING SYMBOLS OA RECESSED CAN LIGHT: o PENDANT LIGHT © RECESSED LENSED SHOWER LIGHT SURFACE MOUNTED LIGHT 24" HALOGEN UNDER CABINET LIGHT EXTERIOR WALL SCONCE A =A EXTERIOR STEP LIGHT N ADJUSTABLE DOWNLIGHT 0♦ RECESSED CAN LIGHT: ADS ADJUSTABLE WOR SLOPED SPOT TRIM =AA SURFACE MOUNTED LIGHT FIXTURE DECORATIVE LIGHT FIXTURE o PENDANT LIGHT © RECESSED LENSED SHOWER LIGHT SURFACE MOUNTED LIGHT 24" HALOGEN UNDER CABINET LIGHT EXTERIOR WALL SCONCE A =A EXTERIOR STEP LIGHT N WALL MOUNTED TELEPHONE OUTLET COMBO. DATA/TELEPHONE OUTLET TV 2 RG6 COAXIAL SWITCH 3 -WAY SWITCH 3 4 MULTIPLE SWITCH D DIMMER V VARIABLE T TIMER 1 SWITCH IN JAMB KEY HOMEWORKS KEY PAD 01 HOMEWORKS CIRCUIT DESIGNATION Q BATHROOM EXHAUST FAN MATCH LINE PARTY WALL SEPARATION SMOKE DE ECTOR DUPLEX OUT ET\ 8" U.O.N QUAD OUTLET GROUND FAULT PL OU +42" U.O.N. DUPLEX OUTLET, HAL S T +18" U.O.N. DUPLEX FLOOR OUTLET DUPLEX FLOOR OUTLET, H I INFLOOR DATA AND QUAD POWER OUTLET INFLOOR DATA AND DUPLEX POWER OUTLET NEW HOSE BIB NEW JUNCTION BOX NEW NATURAL GAS LINE MATCH LINE PARTY WALL SEPARATION v H 4- v a� y V a u Z V r— -- �., -4o 0o o� V n J_ O Q Q a W O� H PV W O J V O� V C Q W V) Z O J W ►� 00 QW z °C V O QQ o Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 ELEC. PLANS All] GENERAL ELECTICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 2. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER 2003 IRC 3. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT AT ROUGH -IN 4. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNITURE LAYOUTS 5. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: (j ) PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY LIGHTING SYMBOLS OA RECESSED CAN LIGHT: D ADJUSTABLE DOWNLIGHT p♦ RECESSED CAN LIGHT: ADJ ADJUSTABLE & /OR SLOPED SPOT TR =AA SURFACE MOUNTED LIGHT FIXTURE FK—E-Yl DECORATIVE LIGHT FIXTURE G PENDANT LIGHT © RECESSED LENSED SHOWER LIGHT T- 4 SURFACE MOUNTED LIGHT D 24" HALOGEN UNDER CABINET LIGHT V Ftl -EPA EXTERIOR WALL SCONCE =1A EXTERIOR STEP LIGHT T- 4 - -- - - D DIMMER V VARIABLE T TIMER 1 SWITCH IN JAMB FK—E-Yl HOMEWORKS KEY PAD 0 -11 HOMEWORKS CIRCUIT DESIGNATION /T' BATHROOM EXHAUST FAN U DUPLEX FLOOR OUTLET ❑A DUPLEX FLOOR OUTLET, HALF SWITCHED N® INFLOOR DATA AND QUAD POWER OUTLET N® INFLOOR DATA AND DUPLEX POWER OUTLET HB V O NEW HOSE BIB O NEW JUNCTION BOX 0 NEW NATURAL GAS LINE i SECOND LEVEL ELECTRICAL PLAN - SIDE A 1/4" = 1' -0" I I I I I H 4- v a� y V a u Is le V Ln C� V n J_ O Q Q a W O� H PV W O J V O� V C Q W V) Z O J W ►; QW z °C V O QQ o Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 ELEC. PLANS Al 12 GENERAL ELECTI 1. TYPICAL COLC WHITE - DRYV BLACK - STON 2. POWER AND L TO FOLLOW R IRC 3. ELECTRICAL V WITH ARCHITE 4. VERIFY ALL FL WITH FINAL Fl 5. VERIFY HEIGH TVs WITH INTE ELECTRICAL PLAP Ol PROVIDE GFC CABINET PLUG LIGHTING SYMBO OA RECESSE ADJ U STA p♦ RECESSE ADS ADJUSTA =AA SURFACE HOMEWORKS KEY PAD DECORA o PENDANT © RECESSE IINt- LUUR UAIAANU QUAU i POWER OUTLET / INFLOOR DATA AND DUPLEX POWER OUTLET / NEW HOSE BIB NEW JUNCTION BOX ' NEW NATURAL GAS LINE / THIRD LEVEL ELECTRICAL PLAN - SIDE A 1/4" = 1' -0" v H 4- v a� y V a u V r— - -4o 0o o, O `" V n J_ O Q Q O Ol W C% H PV W O J V O� V C Q W V) Z O J W ►� 00 QW SURFACE MOUNTED LIGHT 24" HALOGEN UNDER CABINET LIGHT TIMER A EXTERIOR WALL SCONCE �A EXTERIOR STEP LIGHT IINt- LUUR UAIAANU QUAU i POWER OUTLET / INFLOOR DATA AND DUPLEX POWER OUTLET / NEW HOSE BIB NEW JUNCTION BOX ' NEW NATURAL GAS LINE / THIRD LEVEL ELECTRICAL PLAN - SIDE A 1/4" = 1' -0" v H 4- v a� y V a u V r— - -4o 0o o, O `" V n J_ O Q Q O Ol W C% H PV W O J V O� V C Q W V) Z O J W ►� 00 QW TIMER T 1 SWITCH IN JAMB 14 KEY HOMEWORKS KEY PAD T 0 -11 HOMEWORKS CIRCUIT DESIGNATION O -' BATHROOM EXHAUST FAN 4 IINt- LUUR UAIAANU QUAU i POWER OUTLET / INFLOOR DATA AND DUPLEX POWER OUTLET / NEW HOSE BIB NEW JUNCTION BOX ' NEW NATURAL GAS LINE / THIRD LEVEL ELECTRICAL PLAN - SIDE A 1/4" = 1' -0" v H 4- v a� y V a u V r— - -4o 0o o, O `" V n J_ O Q Q O Ol W C% H PV W O J V O� V C Q W V) Z O J W ►� 00 QW z °C V O O O � Q Q o Q J C> PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 ELEC. PLANS Al 13 LIGHTING SYMBOLS OA RECESSED CAN LIGHT: COMBO. DATA/TELEPHONE OUTLET ADJUSTABLE DOWNLIGHT O♦ RECESSED CAN LIGHT: ADJ ADJUSTABLE &/OR SLOPED SPOT TRIM =AA SURFACE MOUNTED LIGHT FIXTURE MULTIPLE SWITCH DECORATIVE LIGHT FIXTURE C PENDANT LIGHT © RECESSED LENSED SHOWER LIGHT TIMER SURFACE MOUNTED LIGHT 24" HALOGEN UNDER CABINET LIGHT TlTr EXTERIOR WALL SCONCE A =A EXTERIOR STEP LIGHT GENERAL ELECTICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 2. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER 2003 IRC 3. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT AT ROUGH -IN 4. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNITURE LAYOUTS 5. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: Ol PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY N WALL MOUNTED TELEPHONE OUTLET �n COMBO. DATA/TELEPHONE OUTLET IT)]/ 2 RG6 COAXIAL • SWITCH O 3 -WAY SWITCH 3 4 MULTIPLE SWITCH D DIMMER V VARIABLE T TIMER J SWITCH IN JAMB WE 71 HOMEWORKS KEY PAD FO-1-1 HOMEWORKS CIRCUIT DESIGNATION /& BATHROOM EXHAUST FAN / / / / MATCH LINE PARTY WALL SEPARATION SMOKE DETECTOR DUPLEX OUTLET +18" U.O.N. QUAD OUTLET GROUND FAULT DUPLEX OUTLET, +42" U.O.N. DUPLEX OUTLET, HALF SWITCHED +18" U.O.N. DUPLEX FLOOR OUTLET DUPLEX FLOOR OUTLET, HALF SWITCHED INFLOOR DATA AND QUAD POWER OUTLET INFLOOR DATA AND DUPLEX POWER OUTLET NEW HOSE BIB NEW JUNCTION BOX NEW NATURAL GAS LINE 71 �A LL STO. B \ 155 L \w _ FAMI Y t0 M i A301 FIRST LEVEL ELECTRICAL PLAN - SIDE B 1/4" = 1' -0" MATCH LINE PARTY WALL I SEPARATION i I I I 1 1 0 • • Z V QW Ln �o �n Q 00 o v 0� � � • J Q O x °C V W � O� � O CL_ O • � V oC 0 O� � V o Q o V i W x z 0 J W o 0 • • Z V QW x °C V � O CL_ O O x o Q J mo PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 ELEC. PLANS Ally LIGHTING SYMBOLS OA RECESSED CAN LIGHT: 24" HALOGEN UNDER CABINET LIGHT ADJUSTABLE DOWNLIGHT O♦ RECESSED CAN LIGHT: ADJ ADJUSTABLE &/OR SLOPED SPOT TRIM =AA SURFACE MOUNTED LIGHT FIXTURE z °C DECORATIVE LIGHT FIXTURE C PENDANT LIGHT © RECESSED LENSED SHOWER LIGHT GENERAL ELECTICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 2. POWER AND LIGHTING DISTRIBUTIOP TO FOLLOW REQUIREMENTS PER 20( IRC 3. ELECTRICAL WALK -THRU IS REQUIRE WITH ARCHITECT AT ROUGH -IN 4. VERIFY ALL FLOOR OUTLET LOCATIO WITH FINAL FURNITURE LAYOUTS 5. VERIFY HEIGHTS OF RECEPTACLES Fl TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: Ol PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSAR / / / N SURFACE MOUNTED LIGHT OO 24" HALOGEN UNDER CABINET LIGHT COMBO. DATNTELEPHONE OUTLET A EXTERIOR WALL SCONCE =A EXTERIOR STEP LIGHT GENERAL ELECTICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 2. POWER AND LIGHTING DISTRIBUTIOP TO FOLLOW REQUIREMENTS PER 20( IRC 3. ELECTRICAL WALK -THRU IS REQUIRE WITH ARCHITECT AT ROUGH -IN 4. VERIFY ALL FLOOR OUTLET LOCATIO WITH FINAL FURNITURE LAYOUTS 5. VERIFY HEIGHTS OF RECEPTACLES Fl TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: Ol PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSAR / / / N WALL MOUNTED TELEPHONE OUTLET OO COMBO. DATNTELEPHONE OUTLET o� n TV 2 RG6 COAXIAL d- O � SWITCH z °C $3 3 -WAY SWITCH a O� $4 MULTIPLE SWITCH O $p DIMMER _l Fm � O V W x 14 i TIMER T J SWITCH IN JAMB N® KEY HOMEWORKS KEY PAD i I—n —n ir•ni AT hI HB SMOKE DETECTOR DUPLEX OUTLET +18" U.O.N. QUAD OUTLET GROUND FAULT DUPLEX OUTLET, +42" U.O.N. DUPLEX OUTLET, HALF SWITCHED +18" U.O.N. DUPLEX FLOOR OUTLET DUPLEX FLOOR OUTLET, HALF SWITCHED INFLOOR DATA AND QUAD POWER OUTLET INFLOOR DATA AND DUPLEX POWER OUTLET NEW HOSE BIB / I SECOND LEVEL ELECTRICAL PLAN - SIDE B 1/4" = 1' -0" i A301 I i I i I i Z V QW r- �o — - �n -4o 0o V o� n • . J Q d- O � z °C Q W a O� O CL_ O V 0 ON � V c a O V W x i z 0 W o Z V QW � M v Q z °C V O J O CL_ O QQ O Q J 9 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 ELEC. PLANS A] 16 LIGHTING SYMBOLS SMOKE DETECTOR OA RECESSED CAN LIGHT: N QUAD OUTLET ADJUSTABLE DOWNLIGHT GROUND FAULT DUPLEX OUTLET, 0♦ RECESSED CAN LIGHT: ADJ ADJUSTABLE & /OR SLOPED SPOT TRIM TV =AA SURFACE MOUNTED LIGHT FIXTURE DUPLEX FLOOR OUTLET, HALF SWITCHED DECORATIVE LIGHT FIXTURE $3 0 POWER OUTLET $4 o PENDANT LIGHT POWER OUTLET © RECESSED LENSED SHOWER LIGHT D SURFACE MOUNTED LIGHT V $T o 24" HALOGEN UNDER CABINET LIGHT KEY Fgtl A EXTERIOR WALL SCONCE O1 �A EXTERIOR STEP LIGHT 'OF' GENERAL ELECTICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 2. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER 2003 IRC 3. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT AT ROUGH -IN 4. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNITURE LAYOUTS 5. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: WALL MOUNTED TELEPHONE OUTLET COMBO. DATA/TELEPHONE OUTLET 2 RG6 COAXIAL SWITCH 3 -WAY SWITCH MULTIPLE SWITCH DIMMER VARIABLE TIMER SWITCH IN JAMB HOMEWORKS K HOMEWORKS C BATHROOM EXI Ol PROVIDE GFCI PROTECTED UNDER / CABINET PLUG MOLDS AS NECESSARY OO SMOKE DETECTOR 0== DUPLEX OUTLET +18" U.O.N. 0o V QUAD OUTLET • GROUND FAULT DUPLEX OUTLET, d- O � +42" U.O.N. DUPLEX OUTLET, HALF SWITCHED +18" U.O.N. O DUPLEX FLOOR OUTLET DUPLEX FLOOR OUTLET, HALF SWITCHED N® INFLOOR DATA AND QUAD 0 POWER OUTLET IN® INFLOOR DATA AND DUPLEX V POWER OUTLET '7 1 THIRD LEVEL ELECTRICAL PLAN - SIDE B 1/4" = 1' -0" A301 Z V QW r- �o — - �n 40 0o V o� n • . J Q d- O � z °C W O� O CL_ O 0 � V c a O V W i a o J W o Z V QW z °C V O O CL_ O QQ O Q J 9 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD # 1 10.23.07 RE -ISSUE 05.13.13 ELEC. PLANS All? GARAGE ROOF - OSHEATHINI GARAGE - UNIT T.O. PL +8641' ENTRY - UNIT A T.O. PL +8639' ENTRY /GARAGE T.O.SUB FLR +E MASTER - UNIT T.O. PLATE +BE MAIN /MASTER I T.O.SUB FLR +E LOWER LEVEL l T.O.SUB FLR +F HOUSE 31 NORTH ELEVATION 1/4" = P -0" HOUSE 31 EAST ELEVATION 1/8" = 1' -0" DESIGN VF YT Q�v1AIPROVAL Date: TOWN O F VA I L Community Development Planner:Joe Batcheller Department GENERAL ELEVATION NOTES: Ol 6.' HALF -ROUND METAL GUTTERS AND DOWNSPOUTS, RUN HEAT TAPE AS NECESSARY, VERIFY LOCATIONS W /ROOF PLAN 02 PROPOSED LOCATION FOR UTILITY METERS 03 WALL MOUNTED LIGHT SCONCE +84" AFF, LION, VERIFY LOCATIONS WITH EXTERIOR LIGHTING SCHEDULE MO 1 STONE DRY- STACKED MOUNTAIN ASH GRANITE MO WOOD SIDING RED CEDAR SIDING. 2X2 �o BATTENSLOV RRIDX12 BOAS, S AIIN DSAWN P-0 WINDOWS AND ALUMINUM CLAD WINDOWS AND DOORS, KYNAR COATED COLOR DOORS a� P-0-4 METAL BELLY FLAT -LOCK, DIRECT APPLIED ZINC PANELS BAND AND TRIM O Q Q M05 ROOF KYNAR COATED STANDING SEAM METAL ROOF MO FASCIA 2X ROUGH SAWN RED CEDAR M01 COR -TEN VERTICAL STANDING SEAM ZINC SIDING MO CONCRETE EXPOSED CONCRETE IN NON - VISIBLE AREAS FINISH TBD AT EDGE OF TERRACE HOUSE 31 SOUTH -EAST ELEVATION 1/4" = P -0" HOUSE 31 SOUTH ELEVATION 1/8" = 1' -0" V QW r� L �o �n x °C 0o a� k_j r-, O O Q Q v r� Q J � J O 0 r. Q H W C" f• O *— f• J O" V V -C p Q W V S L Z O J f— l/1 W O f• QW M O oQ x °C V � O O O Q Q o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.01 RE -ISSUE 05.13.13 PROPOSED ELEVATIONS A201 GENERAL ELEVATION NOTES: 8 6" HALF -ROUND METAL GUTTERS AND DOWNSPOUTS, RUN HEAT TAPE AS NECESSARY, VERIFY LOCATIONS W /ROOF PLAN 02 PROPOSED LOCATION FOR UTILITY METERS 03 WALL MOUNTED LIGHT SCONCE +64" AFF, UON, VERIFY LOCATIONS WITH EXTERIOR LIGHTING SCHEDULE DESIGN 51�I �(V�Q,AR,D1AAPPROVAL TOWN OF VAIC Date: �� // GG UU Community Development Planner: JO e Bat the l l e r Department M 11 STONE DRY - STACKED MOUNTAIN ASH GRANITE M02 WOOD SIDING RED CEDAR SIDING. 2X2 ic� M BATTENSLOV RRIDX12 BOAS, STAIN DSAWN M03 WINDOWS AND ALUMINUM CLAD WINDOWS AND DOORS, KYNAR COATED COLOR DOORS V � MO METAL BELLY PLAT -LOCK, DIRECT APPLIED ZINC PANELS BAND AND TRIM o Q Q M O5 ROOF KYNAR COATED STANDING SEAM METAL ROOF M0 FASCIA 2X ROUGH SAWN RED CEDAR M01 COR -TEN VERTICAL STANDING SEAM ZINC SIDING MO CONCRETE EXPOSED CONCRETE IN NON- VISIBLE AREAS FINISH TBD HOUSE 31 SOUTH -WEST ELEVATION 1/4" = P -0" HOUSE 31 SOUTH ELEVATION 1/8" = 1' -0" Q H v 4— ►L V L 140 k] 0 V r� LZ �o �n 0o a� r-, c> r� v J O Q r. Q W C" f• W O J f• V O" V D Q W Z O J l- �n W QW ic� M O oQ x °C V � o Q Q o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD # 1 10.23.01 RE -ISSUE 05.13.13 PROPOSED ELEVATIONS A202 OIL ENTRY LEVEL T.O.SUB FLR +8632' -0" OIL LIBRARY LEVEL T.O.SUB FLR +8626' -0" MAIN /MASTER LEVEL T.O.SUB FLR +8614' -0" OIL LOWER LEVEL T.O.SUB FLR +8602' -0" OIL CRAWL SPACE LEVEL T.O.EARTH. +8596' -0' HOUSE 31 - LONGITUDINAL SECTION 1/4" = P -0" ojL UPPER LEVEL T.O.PLATE +86239' -0" OIL UPPER LEVEL T.O.SUB FLR +86230' -0" ojL MAIN LEVEL T.O.SUB FLR +8619' -0" ojL LOWER LEVEL T.O.SUB FLR +8603' -0" OiLCRAWLSPACE T.O.EARTH VARIES r� LZ 0o v O V Q of C14 ,__: n J Q � O r- O� H W v O� r•! = cC -� � V 0 O� V -C p Q V W S �n i Z O a W O o EOIc 3;: 0 0 I Z V QW O = cC V � � J O Q Q �_ o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 07.30.07 CD #1 10.23.07 RE -ISSUE 05.13.13 BUILDING SECTIONS A301 3 1 f__\ 1 1 \ .J L%_ I I VJ I V V Y r--\ L L V L I r\ I L 3/4" = 1' -0" T FLR. )TER _ SPACE BLOCKING AS BIBS INSULATION REQD. TYP. T.O.EN_TRY LANDING _ _ _ 8632' - - „_- 7/- '/ 7,77-7,-7 -7 -_-77­�- 77-/- A A T.O.PLYWD. 3RD FLR. 8626' U .. :.1 T.0 0 CRS '�/ L/I PAINT GRADE PLYWOOD UNIT A - T. 0. PLATE STAIR SECTION WALL DETAIL 1" = 1' -0" FIRE - RESISTANT WALL ASSEMBLY TO EXTEND AND BE TIGHT AGAINST THE EXTERIOR WALLS 2X6 FRAMED WALL W/ %$" TYPE 'X' DRYWALL, BOTH SIDES; EXTEND DRYWALL HORIZ. AND VERTICALLY ALONG ENTIRE PARTY WALL. (UL- LISTING NO. U341) 1" CLEAR AIRSPACE BETW. FRAMING T.O.PLYWD. 3RD FLR. B FLOOR FRAMING, B -SIDE T.O.PLYWD. 1ST FLR. A CONCRETE FOUNDATION WALL PER FLOOR FRAMING, STRUCTURAL ENGINEER A -SIDE zn 5$° TYPE "X" GYP AT ALL CRAWLSPACES TYP. TYPICAL PARTY WALL DETAIL 1 -1/2" = 1' -0" Q H -F-- v a� 4— v 0 140 k] • 0 V r� L-n �o Ln 0o a, r1, O r� v J O Q f- � O� Q O O� W O� f- N L.0" r— W O J f• v 0 Q W z 0 J W ► 00 e QW SOFFIT: T &G OVER (2) LAYERS %8" GLASS MAT — STONE GYPSUM SHEATHING (1 -HR FIRE RATING PER GA VENEER FILE NO. RC2601); EXTEND FULL LENGTH OF EAVE STONE EXTER. SIDING, OVER BLDG PAPER, OVER %" VENEER NON -COMB. PLYWOOD SHEATHING STAIR SECTION WALL DETAIL 1" = 1' -0" FIRE - RESISTANT WALL ASSEMBLY TO EXTEND AND BE TIGHT AGAINST THE EXTERIOR WALLS 2X6 FRAMED WALL W/ %$" TYPE 'X' DRYWALL, BOTH SIDES; EXTEND DRYWALL HORIZ. AND VERTICALLY ALONG ENTIRE PARTY WALL. (UL- LISTING NO. U341) 1" CLEAR AIRSPACE BETW. FRAMING T.O.PLYWD. 3RD FLR. B FLOOR FRAMING, B -SIDE T.O.PLYWD. 1ST FLR. A CONCRETE FOUNDATION WALL PER FLOOR FRAMING, STRUCTURAL ENGINEER A -SIDE zn 5$° TYPE "X" GYP AT ALL CRAWLSPACES TYP. TYPICAL PARTY WALL DETAIL 1 -1/2" = 1' -0" Q H -F-- v a� 4— v 0 140 k] • 0 V r� L-n �o Ln 0o a, r1, O r� v J O Q f- � O� Q O O� W O� f- N L.0" r— W O J f• v 0 Q W z 0 J W ► 00 e QW M O oQ x °C V � O Q Q o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.01 RE -ISSUE 05.13.13 WALL SECTIONS A310 BELLY BAND DETAIL 1" = 1' -0" SURE - SEAL /SURE -WHITE LAP SEALANT INSTALLED PER MANUFACTURERS DIRECTION SURE -SEAL INSULATION - RIP SLEEPERS 4" : 1' -0" TO DRAIN %4" PLYWD. T &G 4" SPF INSULATION - CLOSED CELL (R -7 / IN.) RAFTER RE: STRUCT W/ R -38 MIN. BIBS INSULATION VAPOR BARRIER %$" GYP. BOARD VAPOR BARRIER 5 -1/2" EXT. STUD WALL, W/ R -21 MIN. INSULATION, TYP, U.O.N — 1/2" T &G PLYWD SHEATHING BLDG PAPER SLICKER SCREEN CORTEN SIDING FINIS LIGH- W/ Ri RAINSCREEN O/ BUILDING PAPER O /EXTERIOR SHEATHING LAP O/ FLASHING BELOW BOARD AND BATTEN SIDING EXTEND BOARD TO FLASHING BELOW RUNNING CONT. BEHIND 2X12 2X12 SMOOTH SAWN RED CEDAR SIDING HOLD 3/g" OFF FLASHING METAL FLASHING CAP 6" STONE VENEER O/ MASONRY DRAINAGE MAT OR 1 "AIRSPACE O/ BUILDING PAPER O /EXTERIOR SHEATHING SIN STANDING SEAM METAL ROOF w/ 6" TURNDOWN BLOCKING TYP. SURE -SEAL TERMINATION BAR SURE -SEAL WATER CUT OFF MASTIC METAL FLASHING SLICKER SCREEN CORTEN WALL DETAIL (T. PLYWD. SHEATHING )ING PAPER IMBEDED IN LIQUID T OF LM3000 -EN SIDING TYP. MAINTAIN 2" CLR. 1 GRADE D FILLET OF LM3000 BY GRACE SLICKER DRAIN MAT w/ SLICKER EN AT BASE MAINTAIN 6" CLEAR 1 GRADE 'OOD FURRING STRIPS AS REQD. -ORTEN INSTALATION ;ER SCREEN APPLIED MONOLITHIC RPROOFING MEMBRANE -- EXTEND RPROOFING 36" ABOVE GRADE TO BOTTOM OF FOOTING OF GRADE FND. WALL PER STRUCT. REFER TO UL DESIGN NO. U305 AND /OR GYPSUM ASSOCIATION FILE NO. WP 8130 EXTERIOR SIDE WEATHER EXPOSED CLADDING VARIES, SEE PLANS ONE LAYER %8" TYPE "X" GLASS MAT GYPSUM SHEATHING —� TAPE AND COVER JOINTS AND SCREW HEADS W/ FIBER TAPE AND JOINT COMPOUND INTERIOR SIDE GLASS FIBER INSULATION, MIN. DENSITY OF 0.80pcf, W/ A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED OF 50 OR LESS, FRICTION FITTED TO COMPLETELY FILL CAVITIES WOOD STUDS EFFECTIVELY FIRESTOPPED ONE LAYER %g" TYPE "X" GYPSUM WALL BOARD UL WALL DETAIL 1 1/2" = l' -0" -------- - - - --I i i i i OO i i i i i i i i PLAN VIEW %4 "0 2 "O.C. STL MESH, , VFY. 4 "x4 "x %4 "STL. ANGLE SUPPORT WITH BASE PLATE, PAINT BLACK SANDSTONE CHIMNEY CAP ABOVE SANDSTONE STONE CAP BELOW CHIMNEY CAP DETAIL 1 1/2" = 1' -0" 7�� !l fl TI IBC C'TCCI C'f]/lT METAL CAP, SLOPE 1 " /FT. MIN. TO DRAIN FRONT TO BACK, TYP. STL. ANGLE SUPPORT BEYOND CEMENTIOUS UNDERLAYMENT WITH WATERPROOFING AND SHEET METAL CLADDING, SLOPE TO DRAIN 1/4" PER FT. REMOVEABLE STEEL MESH SCREEN AND FRAME ATTACHED STEEL ANGLE, PAINT BLACK MAINTAIN 1/2" SPACE BETWEEN SCREEN AND SILL FLASHING FOR DRAINAGE METAL FLASHING AT CHIMNEY SCREEN SILL 4" SANDSTONE CAP W/ CLEFT EDGES, SLOPE %4 " /FT. MIN. TO DRAIN, TYP. 6" STONE VENEER O/ BLDG. PAPER AND DRAINAGE MAT RAILING DETAIL RAFTER RE: SPRAY -IN P( BIIBS = R -5 VAPOR BAR %$" GYP. BO VAPOR BAR 5 -1/2" EXT. MIN. INSUL) 1/2" T &G PL SHEATHING BLDG PAPEI SIDING MAI FINIS LIGH- W/ Ri 3 ROOF EAVE DETAIL 1 1/2° = l' -0" 1 -3/8" FURRED WALL W/ RIGID INSUL., TYP. DRYWALL, TYP. — EXPANSION MATERIAL CONC. SLAB RE: STRUCT. 10MIL. VAPOR BARRIER 0/ R -10 MIN. RIGID FOAM INSULATION ________________________ a 4" FREE DRAINING GRAVEL, NO FINES WATER STOP, TYP. CONC FTG RE: STRUCT. — WALL DETAIL 1 1/2" = l' -0" Q a a a a a 0 Q aQ FOUNDATION DETAIL ER FLASHING; SEAL LAPS 4NT (T. PLYWD. SHEATHING ONE VENEER )ING PAPER T BITUTHANE; EXTEND MEMBRANE 12" MIN. PRIMED SHEATHING AND MIN. 6" BELOW ANGLE AIN AND DRY BOARD D FILLET OF LM3000 BY GRACE APPLIED MONOLITHIC WATERPROOFING 3RANE -- EXTEND WATERPROOFING 36" ABOVE )E AND TO BOTTOM OF FOOTING &ESS STL ANCHORS (THREADED EXTENSION JT TO SECURE ANGLE). DETAIL RPROOFING AROUND ANCHOR PENETRATIONS OF GRADE !ON STL SUPPORT ANGLE - SHOP PRIMED W/ 2 -S EPDXY PAINT APPLIED MONOLITHIC WATERPROOFING 3RANE N & DRY BOARD :RETE FOUNDATION WALL PER STRUCT. CONC FDN WALL RE: STRUCT HOT - APPLIED, MONOLITHIC WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE GRADE AND TO BOTTOM OF FOOTING DRAIN & DRY BD GRAVEL THIS AREA REGARDLESS OF WHETHER DRAIN IS LOCATED AT THIS LOCATION MIN. 1" X 1" BUILT -UP CANT OF FLUID - APPLIED WATERPROOFING AT ALL INSIDE CORNERS FILTER FABRIC CLEAN 3/4" FREE DRAINING GRAVEL T.O. FTG SEE STRUCT DWGS 6" 0, RIGID, PERFORATED PIPE SLOPED @ %4" PER FOOT TO A DAYLIGHT OR A SUMP LOCATION v Q 'n v a� V 0 C� �C Z V r� LZ �o �n 0o a� r-, v J O Q of Q o o� W O� 1- N Lon W O J v 11 v a a W S i/1 Z O J �n W tO QW M O oQ x °C V � Q Q o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.07 RE -ISSUE 05.13.13 DETAILS A501 METAL FLASHING BLOCKING AS REQD. FLAT LOCK DIRECT APPLIED METAL BELLY BAND All CAAIrlCT!lhIC /�An STONE WALL DETAIL 3/4" = 1' -0" U CT. J1- 1- J1I\JCT. STEEL RAILING, SEE DETAIL ALUMINUM CLAD DOOR, SEE DOOR SCHEDULE DRIP - THROUGH STL BAR GRATE DECKING T.O. FND. WALL /SLAB 1 /Z" STL ANGLE DECKING +8602' -1 ca- ® SUPPORT STEEL C- CHANNEL, SEE STRUCT. METAL FLASHING 4 4 STONE VENEER FRENCH BALCONY DETAIL 3/4" = 1' -0" ZURN 5x5 ZS415S DRAIN (WRAP W/ FILTER FABRIC), HEAT TRACE DRAIN AND PIPING BACKER ROD AND SEALANT STONE FINISH, TBD; SAWCUT REVEAL AT DRAIN TO RECEIVE BACKER ROD AND SEALANT SLOPE 1 % - 2" LIGHTWEIGHT TOPPING W /HYDRONIC SNOW / MELT TUBING, VFY THICKNESS W/ FINISH MAT'L 0 DRAINAGE MAT 1/$" ASPHALTIC PROTECTION BOARD 4 FABRIC - MONOLITHIC MEMBRANE W/ FLEX FLASH F REINFORCEMENT FABRIC & HYDROFLEX 30 CAP SHEET 6" CONIC SLB SLOPING TO 4" AT DRAIN O /STEEL DECKING, RE: STRUCT FLOOR FRAMING PER STRUCTURAL DRAIN PIPE -- RE: MECH. DWGS FOR ROUTING & SIZE FLOOR DRAIN DETAIL %4" QUIRK MITRE, TYP 2X6 CEDAR TRII BLOCKING 1x10 WEST CEDAR LAP GRADE A 0 BLDG PAPE Z" PLYWD S 3" = 1' -0" 3n 71" SLOPE O O a 6" MIN. a WOOD SIDING CORNER DETAIL 3" = 1' -0" 0 Z V QW r� �o �n Z oC 00 a, k_j r1, o o Q Q v o Q J J O 0 Q O� ::-- H W CT V 1— N _ r--_: L.0" O *� Lu J CT V v � o a W V � z 0 J W 0 QW M O oQ Z oC V � o Q Q o Q J 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.01 RE -ISSUE 05.13.13 DETAILS A502 3' -5" HEAD HEIGHT R.O. +8' -0" AFF rIO N r-I N r-I R.O. 2' -1" 2' -7" R.O. R.O. 3' -1" R.O. O N I� Q ' LIBRARY A #204 HEAD HT = T -0" Ln LLJ GARAGE A #201 HD HT = T -0" O } - ; DI 2 x H SHIM HEAD TRIM, JAMB, STOP INTEF TYP. TYP INT. DOOR HEAD DETAIL 3" = 1'-0" INTERIOI JAMB & `. JAMB TR SHIM SPj 2X WALL DRYV BASE TR BELOW TYP INT. DOORJAMB DETAIL 3" = P -0" INTE TYP. JAM[ TRIM THR WO( WO( 2" G CARI rvP� TYP INT. DOOR FLOOR DETAIL 41, Li v CASE JAMB /APRON io CASE HEAD I to Nm N 14" III BASE TRIM HANDRAILTRIM BAS -320 FROM HND- 1435 -M FROM SCHACHT MILL SCHACHT MILL WORKS WORKS TYP INT. TRIM DETAILS 3" = P -0" u TYP INT. DOOR CASING DETAIL 3" = 1' -0" CAS I BEY( BASI FIN. GYP( 2x D PLAT WAL– , (P. TYP INT. BASEBOARD TRIM DETAIL 3' = P -0" i " N.T.S. - COPPER PAN FLASHING W/ 1" UPTURNED EDGE & END DAMS (FULLY SOLDERED) SET IN A CONTINUOUS BED OF SEALANT FINISH FLOOR BACKER ROD & SEALANT BLOCKING — TYP PATIO DETAIL ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE COPPER FLASHING QUARTSITE TILES IN MORTAR BED w/ Chl—A/ AACI T TI IOM!` HEAD AND C WINDOW TR MATCH DOO THREE PANE MAHOGANY DOORS WITF SHAKER STIL RAILS, TYP. SILL AND AP MATCH HEAL 411 16 4SE M TO kS - NTERIOR FLAT, E AND SPECIFICATIONS V *INSTALLER TO 2x3 SS CEDAR TRIM FIELD VERIFY = mloo rl 15 I cn 60 0� �Lu X O K GARAGE DOOR TBD E::: u-) w O V O J K Q V � O '— O' LLI 4 lON TO i TRIM >U J N • n O Q O' w 60 mlo� N Q -F► a d W W O, v � r v r- 14 5 60 60 TYP INT. DOOR AND CASING DETAILS N.T.S. 2X WALL W/ INSULATION DRYWAL VAPOR BARI Y2" SHIM SP/ INTERIOR CASING TYP. TRIM DETAIL! DOORJAMB VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY; LAP JOINT OVER FLASHING STONE VENEER BLDG PAPER; HOLD BACK 3" ALL SIDES OF DOOR OR PER MANUF. SPEC. WT AND =R ROD, TYP. NUM CLAD DOOR, SEE IOR WINDOW AND DOOR IULE V EXTERIOR TYP EXT. DOOR HEAD DETAIL @ STONE VENEER 3" = P -0" 2X WALL W/ R -21 INSULATION' %$" DRYWAL VAPOR BAR Y2" SHIM SP. INTERIOR CASING TYP TRIM DETAIL DOORJAMB EXTERIOR STONE VENEER BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. STONE JAMB RETURN SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE INTERIOR ALL MECHANICAL OPERATORS AND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS V *INSTALLER TO 2x3 SS CEDAR TRIM FIELD VERIFY = INDICATED SIZES I cn 60 0� �Lu X O K GARAGE DOOR TBD E::: u-) w O V O J K Q V � O '— Qa O �_ Q Q >U J N Ln z_ V 2x3 SS CEDAR TRIM ul z LEGS & HEAD w w QW 1x8 SS CEDAR BUCK LEGS �Lu &HEAD K GARAGE DOOR TBD EXTERIOR TYP GARAGE DOORJAMB DETAIL 3" = P -0" 2X WALL W/ INSULATION %$" DRYWAL VAPOR BAR[ Y2" SHIM SPE INTERIOR CASING TYP. TRIM DETAIL! DOORJAMB VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY; LAP JOINT OVER FLASHING BLDG PAPER; HOLD BACK 3" ALL SIDES OF DOOR OR PER MANUF. SPEC. LAP SIDING TYP. METAL FLASHING W/ HEMMED DRIP EDGE PAINT TBD 2X8 SMOOTH SAWN RED CEDAR TRIM. SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE V EXTERIOR TYP EXT. DOOR HEAD DETAIL @ WOOD SIDING 3" = P -0" 2X WALL W/ R -21 INSULATION %" DRYWAL VAPOR BAR[ 1" SHIM SPE INTERIOR CASING TYP. TRIM DETAIL! DOORJAMB 3" = 1'-0" L J 3" = P -0" EXTERIOR BOARD AND BATTEN SIDING TYP. BLDG PAPER; HOLD BACK 3" ALL SIDES OF DOOR OR PER MANUF. SPEC. 2X6 SMOOTH SAWN RED CEDAR TRIM. SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE )EN FASTENER SYSTEM TO ATTACH IG TO FLOATING SUB -FRAME aFn r mnAQ GACr'IA TYP ABOVE GRADE DECK DETAIL i INTERIOR PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.01 RE -ISSUE 05.13.13 DOOR DETAILS A602 V QW 0o v� v ~ O V O J O V � O '— O O �_ Q Q Q J O • n O Q (-n Q -F► a W O, v � r v r- 0 LLJ • � cC V L 0 Q V W Lon � O J � W 0 PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.01 RE -ISSUE 05.13.13 DOOR DETAILS A602 V QW M O o °a INTERIOR = DC V O J O � � O '— O O �_ Q Q Q O O PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD #1 10.23.01 RE -ISSUE 05.13.13 DOOR DETAILS A602 INTERIOR DOOR SCHEDULE MASTER DR. NO. ROOM NO. DOOR NO. ROOM NAME DOOR PANELS REMARKS HARDWARE SIZE R.O. SWING HINGES THICK- NESS MAT'L THRESH- OLD MAT STONE RUBBLE SILL — 1 001 1 UNFINISHED STORAGE PASSAGE 3' -0" x 4' -0" 3' -1" x 4' -5 1/" LH 2 1 -3/4" VYCOR PLUS, OR SIM. ON NONE • 20 MIN. w SELF CLOSER 2 102 1 LL LAUNDRY PASSAGE 3' -0" x 8' -0" 3' -1" x 8' -5 ' LH CONST. SEE DETAIL 1-3/4" MAHOGANY NONE 30# FELT OVERLAY; LAP INTERIOR SLAB DOOR 3 103 1 LL POWDER PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 /" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 4 104 1 LL BATH 3A PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 1/" LH CEDAR LINTEL INSTALL w/ 1" 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 5 105 1 LL BED 3A PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 1/" RH Q 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 6 105 2 LL BED 3A PASSAGE 4' -6" x 8' -0" 4' -7" x 8' -5 1/" DOUBLE BACKER ROD, TYP. 1 -3/4" MAHOGANY NONE O INTERIOR SLAB DOUBLE DOOR 7 106 1 LL BED 2A PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 1/" LH NOTED UNITS TO HAVE W 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 8 106 2 LL BED 2A PASSAGE 4' -6" x 8' -0" 4' -7" x 8' -5 1/" DOUBLE 1 -3/4" MAHOGANY NONE E DETAILS INTERIOR SLAB DOUBLE DOOR 9 107 1 LL BATH 2A PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 1/" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 10 108 1 GUEST BATH 1A PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 %" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 11 109 1 GUEST BED 1A PRIVACY 3' -0" x 8' -0" 3' -1" x 8' -5 X" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 12 109 2 GUESTBED 1A PASSAGE 2' -4" x 8' -0" 2' -5" x 8'-51/2" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 13 112 1 LL LINEN CLOSET PASSAGE 3' -0" x 8' -0" 3' -1" x 8' -5 Y2" DOUBLE 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOUBLE DOOR 14 113 1 HALL PASSAGE T -0" x 8' -0" T -1" x 8' -5 " RH 1 -3/4" MAHOGANY NONE 20 MIN. w SELF CLOSER 15 207 1 POWDER ROOM A PRIVACY 2' -6" x 8' -0" 2' -7" x 8' -5 Y2" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 16 208 1 MASTER CLOSET A PASSAGE 2' -4" x 8' -0" 2' -5" x 8' -5 1/z" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 17 209 1 MASTER BED A PRIVACY 2' -6" x 8' -0" 2' -7" x 8' -5 ]" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 18 210 1 MASTER BATH A PRIVACY 2' -6" x 8' -0" 2' -7" x 8' -5 i%" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 19 210 2 MASTER BATH A PRIVACY 2' -0" x 8' -0" 2' -1" x 8' -5 ]" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 20 301 1 GARAGE A PRIVACY 3' -0" x 8' -0" 3' -1" x 8' -5 1/" RH 1 -3/4" MAHOGANY NONE 20 MIN. w/ SELF CLOSER 21 302 1 MUDROOM A PASSAGE 3' -0" x 8' -0" 3' -1" x 8' -5 1/2" DOUBLE 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOUBLE DOOR 22 302 2 MUDROOM A PASSAGE 3' -0" x 8' -0" T -1" x 8' -5 1/z" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 23 152 1 GUEST BED 2B PASSAGE 4' -0" x 8' -0" 4' -1" x 8' -5 Y2" DOUBLE 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOUBLE DOOR 24 152 2 GUEST BED 2B PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 Y2" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 25 153 1 GUEST BATH 2B PRIVACY 2' -6" x 8' -0" 2' -7" x 8' -5 Y2" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 26 154 1 MECHANICAL B PASSAGE 3' -0" x 8' -0" T -1" x 8' -5 lie" LH 1 -3/4" MAHOGANY NONE 20 MIN. w/ SELF CLOSER 27 155 1 LL STORAGE B PASSAGE 2' -6" x 8' -0" 2' -7" x 8' -5 ]" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 28 156 1 GUEST BED 3B PASSAGE T -0" x 8' -0" T -1" x 8' -5 /2" DOUBLE 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOUBLE DOOR 29 156 2 GUEST BED 3B PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 ]" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 30 157 1 GUEST BATH 3B PRIVACY 2' -6" x 8' -0" 2' -7" x 8'-51/2" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 31 252 1 ENTRY CLOSET B PASSAGE 2' -2" x 8' -0" 2' -3" x 8' -5 Y2" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 32 253 1 GARAGE B PRIVACY 3' -0" x 8' -0" T -1" x 8' -5 %" LH 1 -3/4" MAHOGANY NONE 20 MIN. w/ SELF CLOSER 33 254 1 MUDROOM B PASSAGE 3' -0" x 8' -0" 3' -1" x 8' -5 Y22" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 34 255 1 POWDER ROOM B PRIVACY 2' -4" x 8' -0" 2' -5" x 8' -5 i/z" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 35 351 1 MASTER BED B PRIVACY T_,T. x 8' -0" 3' -1" x 8' -5 1/" LH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 36 352 1 MASTER BATH B PRIVACY 3' -0" x 8' -0" 3' -1" x 8' -5 1/2" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 37 352 2 MASTER BATH B PRIVACY 2' -0" x 8' -0" 2' -1" x 8' -5 Y2" RH 1 -3/4" MAHOGANY NONE INTERIOR SLAB DOOR 38 1 353 1 1 IMASTER CLOSET B IPASSAGE I 2' -8" x 8' -0" 1 2' -9" x 8' -5 1" ILH I T 1 1 -3/4" IMAHOGANY NONE I I INTERIOR SLAB DOOR INTERIOR DOOR SCHEDULE N.T.S. LENTIL TRIM JAMB TRIM WINDOW TYP. 12 z WINDOW TYP SILL TRIM * = OVERHEAD CONCEALED DOOR CLOSERS ** = SPRING HINGE DOOR CLOSERS JAMB TRIM EXTERIOR WINDOW DETAILS Cab CORTEN SIDING N.T.S. BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY; LAP JOINT OVER FLASHING METAL FLASHING W/ HEMMED DRIP EDGE PAINT TBD EXTERIOR 2X2 SMOOTH SAWN REDI CEDAR LINTEL INSTALL FLUSH w/ JAMB SEALANT AND BACKER ROD, TYP. O JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) JAMB TYP. WINDOW HEAD DETAIL'-"' CORTEN SIDING N.T.S. EXTERIOR JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) SEALANT AND BACKER ROD, TYP. SILL STAINED 2X2 SMOOTH SAWN RED CEDAR JAMB INSTALL FLUSH w/ SILL VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. WINDOW JAMB DETAIL @ CORTEN SIDING N.T.S. EXTERIOR JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) JAMB PREPARED SILL PAN W/ END DAMS PER MANUF. SPEC. SEALANT AND BACKER ROD, TYP. 2X2 SMOOTH SAWN RED CEDAR SILL w/ DRIP KERF SLOPE TOP MIN./8" VYCOR PLUS OR SIM. BENEATH WDW; CONTIN. INTO PREPARED SILL PAN PER MANUF. SPECIF. DRAIN SCREEN PER MANUF. SPEC. VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. WOOD SIDING TYP. WINDOW SILL DETAIL @ CORTEN SIDING TYP. CORTEN WALL CONST. SEE DETAIL 1 -A501 HEADER PER STRUCT. %" SHIM SPACE MAHOGANY CASING SEE TRIM DETAILS SEALANT AND BACKER ROD, TYP. JAMB SEE DETAILS INTERIOR BLDG PAPER; ALL SIDE VYCOR PL ALL SIDES 30# FELT JOINT STO META HEMMED DF TO VENEER SUPO 6X6 SMOC LINT OVERH BA( JELD -WEN Cl NOTED INTE SCRE STOD LENTIL TRIM LENTILTRIM ui WINDOW TYP, WINDO EXTERIOR WINDOW DETAIL Cad STONE VENEER N.T.S. EXTERIOR EXTERIOR %" SHIM SPACE PER STRUCT. TYP. CORTEN WALL CONST. SEE DETAIL 7 -A501 INTERIOR N.T.S. SEALANT AND BACKER ROD. TYP CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS %" SHIM SPACE TYP. CORTEN WALL CONST. SEE DETAIL 7 -A501 INTERIOR STONE RUBLE JAMB VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. EXTERIOR JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) PREPARED SILL PAN W/ END DAMS PER MANUF. SPEC. SEALANT AND BACKER ROD, TYP. RUBBLE SILL VYCOR PLUS OR SIM. BENEATH WDW; CONTIN. INTO PREPARED SILL PAN PER MANUF. SPECIF. DRAIN SCREEN PER MANUF. SPEC. VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. N.T.S. JAMB TRIM 51" z N.T.S. WINDOW TYP. EXTERIOR 5/-" WINDOW TYP. JAMB TRIM SILL TRIM Ln 3ONRY WALL JELD -WEN CLAD WINDOWS; SEE DETAIL NOTED UNITS TO HAVE Lfl INTEGRATED FIXED SCREENS LINE OF SILL, BELOW SEE (SEE BLDG ELEVATIONS) — TRIM DETAIL SHEET MANUF. SPEC. SEALANT AND SEALANT AND BACKER ROD, TYP. — BACKER ROD, TYP. V HEMMED DRIP EDGE PAINT STONE RUBBLE SILL — MAHOGANY CASING SEE O TRIM DETAIL SHEET %" SHIM SPACE PER STRUCT. TYP. CORTEN WALL CONST. SEE DETAIL 7 -A501 INTERIOR N.T.S. SEALANT AND BACKER ROD. TYP CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS %" SHIM SPACE TYP. CORTEN WALL CONST. SEE DETAIL 7 -A501 INTERIOR STONE RUBLE JAMB VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. EXTERIOR JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) PREPARED SILL PAN W/ END DAMS PER MANUF. SPEC. SEALANT AND BACKER ROD, TYP. RUBBLE SILL VYCOR PLUS OR SIM. BENEATH WDW; CONTIN. INTO PREPARED SILL PAN PER MANUF. SPECIF. DRAIN SCREEN PER MANUF. SPEC. VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. N.T.S. JAMB TRIM 51" z N.T.S. WINDOW TYP. EXTERIOR 5/-" WINDOW TYP. JAMB TRIM SILL TRIM Ln 3ONRY WALL JELD -WEN CLAD WINDOWS; SEE DETAIL NOTED UNITS TO HAVE Lfl BLDG PAPER; HOLD BACK 3" LINE OF SILL, BELOW SEE ALL SIDES OF WDW PER TRIM DETAIL SHEET MANUF. SPEC. METAL FLASHING W/ SEALANT AND BACKER ROD, TYP. — BACKER ROD, TYP. V HEMMED DRIP EDGE PAINT SILL — CASING SEE TRIM DETAIL O SHEET TBD 2X6 SMOOTH SAWN RED Q CEDAR JAMB INSTALL — / FLUSH w/ SILL VYCOR PLUS, OR SIM. ON VYCOR PLUS, OR SIM. ON ALL • SIDES OF OPENING W/ 30# 2X KING STUD FELT OVERLAY — Q BLDG PAPER; HOLD BACK ALL SIDES OF OPENING W/ 3" ALL SIDES OF WDW TYP. MASONRY WALL PER MANUF. SPEC. — CONST. SEE DETAIL 2 -A501 Q 30# FELT OVERLAY; LAP -F— O� W C" PER STRUCT. JOINT OVER FLASHING C-4 SPACE 2X8 SMOOTH SAWN RED O LLJn SEE TRIM DETAILS CEDAR LINTEL INSTALL w/ 1" O� V • � CC OVERHANG OVER JAMB V �. Z EACH SIDE - SEE 3A310 FOR Q V W3 WINDOW LINTELS S Lon SEALANT AND � Z BACKER ROD, TYP. J O � -AND JELD -WEN CLAD WINDOWS; an ROD, TYP. NOTED UNITS TO HAVE W INTEGRATED FIXED SCREENS (SEE BLDG E DETAILS ELEVATIONS) JAMB TYP. WINDOW HEAD DETAIL @ B &B SIDING N.T.S. EXTERIOR SEALANT AND BACKER ROD. TYP CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS %" SHIM SPACE TYP. MASONRY WALL CONST. SEE DETAIL 2 -A501 WINDOW SILL DETAIL -1 STONE VENEER N.T.S. WINDOW JAMB DETAIL @ B &B SIDING N.T.S. EXTERIOR JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) JAMB PREPARED SILL PAN W/ END DAMS PER MANUF. SPEC. SEALANT AND BACKER ROD, TYP. 2X6 SMOOTH SAWN RED CEDAR SILL w/ DRIP KERF SLOPE TOP MIN. %$" VYCOR PLUS OR SIM. BENEATH WDW; CONTIN. INTO PREPARED SILL PAN PER MANUF. SPECIF. DRAIN SCREEN PER MANUF. SPEC. VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. BOARD AND BATTEN SIDING TYP. (_ WINDOW SILL DETAIL @ B &B SIDING TYP. B &B WALL CONST. SEE DETAIL 3 -A501 HEADER PER STRUCT. Y2" SHIM SPACE CASING SEE TRIM DETAILS SEALANT AND BACKER ROD, TYP. JAMB SEE DETAILS INTERIOR LINE OF SILL, BELOW SEE TRIM DETAIL SHEET SEALANT AND BACKER ROD, TYP. CASING SEE TRIM DETAIL SHEET Y2" SHIM SPACE PER STRUCT. N.T.S. TYP. B &B WALL CONST. SEE DETAIL 3 -A501 INTERIOR SEALANT AND BACKER ROD. TYP. CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS %" SHIM SPACE TYP. B &B WALL CONST. SEE DETAIL 3 -A501 INTERIOR C� • V JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE Lfl INTEGRATED FIXED SCREENS LINE OF SILL, BELOW SEE (SEE BLDG ELEVATIONS) — TRIM DETAIL SHEET SEALANT AND SEALANT AND BACKER ROD, TYP. — BACKER ROD, TYP. V SILL — CASING SEE TRIM DETAIL O SHEET V 2X6 SMOOTH SAWN RED Q CEDAR JAMB INSTALL — rl- FLUSH w/ SILL Y2" SHIM SPACE VYCOR PLUS, OR SIM. ON ALL • SIDES OF OPENING W/ 30# 2X KING STUD FELT OVERLAY — Q BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW TYP. MASONRY WALL PER MANUF. SPEC. — CONST. SEE DETAIL 2 -A501 Q SEALANT AND BACKER ROD. TYP CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS %" SHIM SPACE TYP. MASONRY WALL CONST. SEE DETAIL 2 -A501 WINDOW SILL DETAIL -1 STONE VENEER N.T.S. WINDOW JAMB DETAIL @ B &B SIDING N.T.S. EXTERIOR JELD -WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) JAMB PREPARED SILL PAN W/ END DAMS PER MANUF. SPEC. SEALANT AND BACKER ROD, TYP. 2X6 SMOOTH SAWN RED CEDAR SILL w/ DRIP KERF SLOPE TOP MIN. %$" VYCOR PLUS OR SIM. BENEATH WDW; CONTIN. INTO PREPARED SILL PAN PER MANUF. SPECIF. DRAIN SCREEN PER MANUF. SPEC. VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. BOARD AND BATTEN SIDING TYP. (_ WINDOW SILL DETAIL @ B &B SIDING TYP. B &B WALL CONST. SEE DETAIL 3 -A501 HEADER PER STRUCT. Y2" SHIM SPACE CASING SEE TRIM DETAILS SEALANT AND BACKER ROD, TYP. JAMB SEE DETAILS INTERIOR LINE OF SILL, BELOW SEE TRIM DETAIL SHEET SEALANT AND BACKER ROD, TYP. CASING SEE TRIM DETAIL SHEET Y2" SHIM SPACE PER STRUCT. N.T.S. TYP. B &B WALL CONST. SEE DETAIL 3 -A501 INTERIOR SEALANT AND BACKER ROD. TYP. CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS %" SHIM SPACE TYP. B &B WALL CONST. SEE DETAIL 3 -A501 INTERIOR C� • V QW Ln Lfl �O Ln �Q V 0 � J V e-4 � O Q Q V O Q rl- J O • n Q H , Q -F— O� W C" V C-4 O LLJn O� V • � CC V Z C Q V W S Lon � Z O J � an W O QW O Z oC V 0 � J O Q Q O Q O PROJECT: DRAWN BY: D A T E : 05.13.13 REVISIONS: PERMIT 01.30.01 CD # 1 10.23.01 RE -ISSUE 05.13.13 WINDOW DETAILS A603