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Home My WebLink AboutB07-0212 PlansGENERAL NOTES: 1. 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. S. 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. 11. 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 CONTRATOR 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 ARCHITECTS 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. Code: ai • • • • TWO FAMILY PRIMARY/SECONDARY i •. �. .�• TYPE R DIV. 3 Required Sprinklering: Conform to NFPA 13 -D 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 PO BOX 4572 VAIL,CO 81658 PH, 970.949.9391 FX. 970.949.1577 CONTACT: MIKE STRUMPH 1 A4.00 '140#11 1 Section Cut Reference 1 A3.0 Elevation Reference 4 )ro 1 A4.1 A Detail Cut Reference Revision Cloud 0 Grid Bubble LANDSCAPE ARCHITECT: FIELDSCAPE DESIGN P.O. Box 1871 Avon, Colorado 81620 (970) 328 -4006 ph, (970)328 -4212 fax CONTACT: RIC FIELDS CONTACTOR ENGLISH & ASSOCIATES 12 VAIL ROAD VAIL,CO 81657 PH. 970.479.7500 FX. 970.479.7501 CONTACT: MICHAEL ENGLISH BRIAN REDINGER A4.1 A Detail Area Reference Elevation Symbol 1 Large Area Detail Reference A122`1/1999 Revision Symbol 0 Material Tag DRAWING INDEX amury 0001 EXISTING TOPOGRAPHIC SURVEY LANDSCAPE LI SITE /GRADING PLAN L2 TURNING RADII PLAN L3 DETAILS AND NOTES L4 PLANTING PLAN ARCHITECTURAL A004 EXTERIOR SITE LIGHTING A101 FIRST FLOOR PLAN - SIDE A A102 SECOND FLOOR PLAN - SIDE A A103 THIRD FLOOR PLAN - SIDE A A104 ROOF PLAN - SIDE A A105 FIRST FLOOR PLAN - SIDE B A106 SECOND FLOOR PLAN - SIDE B A107 THIRD FLOOR PLAN - SIDE B A108 ROOF PLAN - SIDE B AI I I FIRST FLOOR ELEC. PLAN - SIDE A Al 12 SECOND FLOOR ELEC, PLAN - SIDE A A113 THIRD FLOOR ELEC. PLAN - SIDE A A114 FIRST FLOOR ELEC. PLAN - SIDE B Al 15 SECOND FLOOR ELEC. PLAN - SIDE B A121 FIRST FLOOR RCP - SIDE A A122 SECOND FLOOR RCP - SIDE A A123 THIRD FLOOR RCP - SIDE A A124 FIRST FLOOR RCP - SIDE B A125 SECOND FLOOR RCP - SIDE B A201 ELEVATIONS A202 ELEVATIONS A211 INTERIOR ELEVATIONS A301 BUILDING SECTIONS A310 WALL SECTIONS A501 MISC. DETAILS A502 MISC. DETAILS A601 EXT. DOOR AND WINDOW SCHEDULE A602 INT. DOOR AND WINDOW SCHEDULE A603 WINDOW DETAILS A604 DOOR DETAILS r- <i U 0o cr. � Lu .. to . ti v� vr. -on ,.,.,, +-- � c..x roc 0 r-. Q � W H C> t- t/f W O 0 P; • r'-4 W PR01ELT: DRAWN BY: DATE: 08.10.07 REVISIONS: �T � Lu .. .r► -on PR01ELT: DRAWN BY: DATE: 08.10.07 REVISIONS: �T � Lu PR01ELT: DRAWN BY: DATE: 08.10.07 REVISIONS: �T � ,~ TRACT � r` v� //^r�� / ��h�� 1 - ��'� ' FOUND PIN & YELLOW PLASTIC CAP LS#11413 Al I P.O. BOX 1230 EDWARDS, CO. 81632 0 `. BLOCK 1 N17*23'Z"E 190.72' ROCK ROCK \ �4.0�/' 30' UTILITY EASEMENT LOT 32 0.732 ACRES 31879 SQ. F' 4.0� ROCK SEWER CLEANOUT 0- 0.3 BUSH LINE / / 8610.9 WOOD HOUSE / � / ENTRY GROUND GROUND 8619.7 8621.3 BELOW BELOW x SECOND FLOOR __ . -_ \� OVERHANG _ 861t7.9 & POINT SEWER MANHOLE 0520 \� ` 03 PATIO MEAS. K|M=8570'1 � ' m m m 862D7»91 .O2 0�2 PLANTER U') �� 0,2 � 00 18O STAIRS D.4 w O 5 / �A�� »uzuv w' / 8621.4 10 IFOUND PIN & YELLOW PLASTIC CAP LS 1413 LEV= 13 0. 0.J 07 N NOTES: 1\ DATE OF SURVEY: 10/31/08 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE C0VENANTS, OWNERSHIP TITLE EVIDENCE, DR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3\ NOTICE: ACCORDING T0 COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY YMTH|W THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, WAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4\ 0.8' OF SNOW 0N N 1/2 LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. 5\ BASIS OF ELEVATION: SEWER MANHOLE 0540 |NVERT=8565.6. 6\ BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT (SEE DRAWING). 7) 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. 8) A PORTION OF THIS LOT FALLS WITHIN A MEDIUM SEVERITY R0CKFALL HAZARD AREA ACCORDING TO OFFICIAL ROCKFALL HAZARD MAP OF TOWN OF VA|L COLORADO AS ADAPTED BY COUNCIL ON OCTOBER 17. 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2008. 0\ 2' CONTOUR INTERVAL. 10) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY OE8|gN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VA}L SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION, X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER __86o X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER DENOTES BUSH WITH APPROXIMATE DIAMETER. co 0. LA 0. Lr rn T�&�`T � �� TRACT co BLOCK 1 ~ ��/-��^^+^ / Yf rf) S18*00'26"W 143-999 GAS METER VERY APPROXIMATE LOCATION ENTRY 0.2 MEDIUM SEVERITY ROCKFALL ZONE 8632.1 8632.1 x 8632.6 GARAGE SLAB SOUTHWEST OF LINE (NOTE 8) V- 8632.1 WALL ROOF 8631.9 OVERHANG LOT � �,�^. ~�/ 1 / / } ROCK SURVEYOR'S CERTIFICATE / �Ok.'DF�IVEWAY 1 Michael J Post, a Professional Land Surveyor registered under the laws of certify the State of Colorado, do hereby / WALL that this topographic survey was 0. made by me and under my supervision, and that the survey is accurate and / correct to the beet of my knowledge. / ____________________ / �inhoa| J. Pnat / Colorado P.L.S. 30116 15.0 BOULDER ` \ WALL — Doto:____________ 833.7 883�.2�` ' x GUARD RAIL ~~ ° 88350 A=681 7'00" FM 150 N=0;4.06 \ L=74.70' � TT=42.50' EDGE ASPHALT ROAD 7 C LE@=70,.36' BRG=S05*47,1O"W ]RAIL \J�\\/F (40' R ^O .W `) 481 TOPO.DWG 11/06/06 KPJ 86 ��~~~� ~-~� o TOPOGRAPAIC SURVEY LOT 32, BLOCK 1 VAIL/POTATO PATCH TOWN [IF VAIL cool JOB No. 481 O o co 00 to �R I If ar ............ / f zr i "f I If / it 7 It I f I If ` If I I if f j J` It 11 It It 1: 1 11 1 / X ;I f Y f I) i f if J f A, Block 1 if I? if if If it If I r � t r if, ISEWER MANHOLE 0520 ,I JI MEAS. RIM=8570.1 Z� V) co 1'Side S( to it i LO 00 • / IF fi • ; If I X -5, ILI 1-15 01 7 ................. - oft�� 15 Side Setba �?Kir f I / J/ f 9t 'If I/ / Limits of Dis rbance/ J1 /I I Tract A, Block 1 - Limits of Disturbance Masonry retaining wall with stone veneer to match house stone (typ.) pan: see Detail 302, Sheet U C Dr i v e 0 0 Snow Storage Calculations: Total Driveway surface area: 3,950 s.f. Snow Storage Area Provision: 655 s.f. Area Required (10% paved area): 395 s.f. Site Coverage Calculations: Total Lot area: 31,879 s.f. Impermeable Area: 10,556 s.f. (33.11%) 5,194 s.f. building 3,950 s.f. driveway 1,412 s.f. patios Permeable (landscaped) Area: 21,323 s.f. (66.89%) Note: For all roof heighs, see K.H. Webb's drawings Approximate location of the medium severity rockfall 8620 zone southwest of line in the Potato-,,", on a separate to Scale -1" = 10' -0" l * 0 �09 00 00 0 0 0 U 0 CD 00 00 X O P-4 P--4 Job No. 0714.00 Issue Date Final DRB April 2,'07 Final DRB April 23,'07 tr May 21,'07 Revisions May 24,'07 Revisions Aug. 1,'07 Revisions Aug. 28,'07 Revisions Tract A, Block 1 - Limits of Disturbance Masonry retaining wall with stone veneer to match house stone (typ.) pan: see Detail 302, Sheet U C Dr i v e 0 0 Snow Storage Calculations: Total Driveway surface area: 3,950 s.f. Snow Storage Area Provision: 655 s.f. Area Required (10% paved area): 395 s.f. Site Coverage Calculations: Total Lot area: 31,879 s.f. Impermeable Area: 10,556 s.f. (33.11%) 5,194 s.f. building 3,950 s.f. driveway 1,412 s.f. patios Permeable (landscaped) Area: 21,323 s.f. (66.89%) Note: For all roof heighs, see K.H. Webb's drawings Approximate location of the medium severity rockfall 8620 zone southwest of line in the Potato-,,", on a separate to Scale -1" = 10' -0" l * 0 �09 00 00 0 0 0 U 0 CD 00 00 X O P-4 P--4 Job No. 0714.00 Issue Date Final DRB April 2,'07 Final DRB April 23,'07 Final DRB May 21,'07 Revisions May 24,'07 Revisions Aug. 1,'07 Revisions Aug. 28,'07 Revisions Sept. 5, '07 U 0 ri M 0"F fie e co Rights Incorporated L All Reserved This document, and the ideas and designs incorporated a si.t"mm'. , .,. service, "*6 :2P the A 0"Y 0 Inc. Mdandis=`tc, be used, in who"' or in Per'. 'or any other Prot,, without h, written authorization of Ric Ed& Sheet Ll of four 0 77 • P-4 0 U U r ON > 14-4 0 0 r-� U U 0 4-j 0 - 0 P--4 U 0 ri M 0"F fie e co Rights Incorporated L All Reserved This document, and the ideas and designs incorporated a si.t"mm'. , .,. service, "*6 :2P the A 0"Y 0 Inc. Mdandis=`tc, be used, in who"' or in Per'. 'or any other Prot,, without h, written authorization of Ric Ed& Sheet Ll of four Tract A, Block I ..................................... ... Turning movement • 311 Garage Turning movement to 31A Outside Parkin j Spaces Tract A, BloI I Back-out movement from the 31A outside spaces to exit the propert- U1 Scale -1'" = 10'41 Tum-i*ng Radius Study cv 00 rq !4 4 0 0 U Z 0 00 ce x 0 o4 . 4 P-4 Job No. 0714.00 Issue Date Final DRB April 2,'07 Final DRB April 23,'07 Final DRB May 21,'07 Revisions May 24,'07 0 rl� U U W > 0 0 U 4_4 �, CCU � o 0 U 0 c1r) OCO F ?lt � i L pe Incorpor led Ji Rights Reserved This docament, and the ideas and d . , ted herein, as an ,=,incorfpo.rOif.. nto professional ,ional service, is the property of fieldscap incorporated and is not to t� used, in whole or in part, for any other =without the written zition of Me Fields. Sheet L2 of four General Notes and Specifications 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/coulpost 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 minfinum, 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 dock 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 techt-dcal 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, 1846-0 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 Pensterranon 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 Loo 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 tines 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 ifs 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. T-O" Min. Diameter Boulders Compact Backfill to 90% Min. Standard Proctor Mirafi 700x or Equivelant as needed to Maintain Gravel 136hind Boulders Key Bottom 4oulders 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. 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 Wbeatgrass 30% Dwarf Perennial Ryegrass 20% Blue Fescue 20% Rcubens Canada Bluegrass 15% Chowings 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 it the direction of the Owner or Owners 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. 3/4" to 1-1/2" Crushed Rock or Equivelant Mirafi 140N Fabric or Equivelant Typical Boulder Wall & 301 Not to Scale Stone Columns with Stone Veneer to match Building Stone Drive Grade Boulder Retaining Drainage Swale Compacted Perforated Pipe with Filter Fabric Wrapping Concrete Wall and Footer, Size and Reinforce as per Structural Engineer. Ige Elevation 1/811=11-011 Compacted Subgrade Heated Drive (paving to be selected) 0 Heated Drive withing R.O.W. on a separate zone Proposed Drive Concrete Pan Section Not to Scale Stone Columns Beyond El. 24.0' Asphalt Road 6" inin. aggregate base course Unheated Concrete Pan adjacent to T.O.V. Roadway X 4 Z Concrete Retaining Wall Section with Stone Veneer Not to Scale 00 r--i 4 4 06 0 M C'4 ,6 o 0 U o 00 00 L'. Job No. 0714.00 Issue Date Final DRB April 2,'07 Final DRB April 23, '07 Final DRB May 21,'07 Revisions May 24,'07 CZ 9 4 Compact Backfill to 90% Min. Standard Proctor Mirafi 700x or Equivelant as needed to Maintain Gravel 136hind Boulders Key Bottom 4oulders 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. 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 Wbeatgrass 30% Dwarf Perennial Ryegrass 20% Blue Fescue 20% Rcubens Canada Bluegrass 15% Chowings 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 it the direction of the Owner or Owners 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. 3/4" to 1-1/2" Crushed Rock or Equivelant Mirafi 140N Fabric or Equivelant Typical Boulder Wall & 301 Not to Scale Stone Columns with Stone Veneer to match Building Stone Drive Grade Boulder Retaining Drainage Swale Compacted Perforated Pipe with Filter Fabric Wrapping Concrete Wall and Footer, Size and Reinforce as per Structural Engineer. Ige Elevation 1/811=11-011 Compacted Subgrade Heated Drive (paving to be selected) 0 Heated Drive withing R.O.W. on a separate zone Proposed Drive Concrete Pan Section Not to Scale Stone Columns Beyond El. 24.0' Asphalt Road 6" inin. aggregate base course Unheated Concrete Pan adjacent to T.O.V. Roadway X 4 Z Concrete Retaining Wall Section with Stone Veneer Not to Scale 00 r--i 4 4 06 0 M C'4 ,6 o 0 U o 00 00 L'. Job No. 0714.00 Issue Date Final DRB April 2,'07 Final DRB April 23, '07 Final DRB May 21,'07 Revisions May 24,'07 V) 0 T-4 4_4 * 14-4 *r-q U 4-J 4-J 0 i • • r.0 0 0 4 0 U 0 U > 14-q 0 9 0 U (Z P-4 0 4-4 0 1_1 P-4 U 0 0 oc t R �o =52pe 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 without the written project of Pic Fields. Sheet of four Scale -1" = 10' -0" Y Je f I j 11 1 i J, I If / It I It f IIf �? rr It Planti*ng Ian/ 1 { s`Y } � T { � ` 1/. fell Al Tract A, Block 1 I/e It, cn et I I f I f f If , ii f f el e- -4 1 Plant Schedule of Common Name Scientific Name Colorado Blue Spruce Picea pungens Flower Growth Height/Spread Count Size None 50'/25- Radiant Crabapple Mal-us spp. 'Radiant' Deep Pink 23'/18' Quaking Aspen Populus tremuloides None 35/25 0 Serviceberry (P Wood's Rose Snowberry 0Alpine Currant 6 8' Ht. 7 10' Ht. 1 12' Ht. Amelanchier alnifolia White 6-12'/6-12' 15 5 Gal. Rosa woodsii Pink 4'/4' 31 5 Gal. Symphoricarpos albus White w/ Pink 374' 15 5 Gal. Ribes alpinurn Insignificant 3-673-6' 15 5 Gal. Mixed Perennials Native Grass Mix to Match Existh-ig Grasses Issue Date Final DRB April 2,'07 Final DRB 200 32 ct., 12" o.c. > May 21.,'07 2 3" Cal. U 10 2" Cal. cn 6 21/2" Cal. r, 4 3" Cal. Amelanchier alnifolia White 6-12'/6-12' 15 5 Gal. Rosa woodsii Pink 4'/4' 31 5 Gal. Symphoricarpos albus White w/ Pink 374' 15 5 Gal. Ribes alpinurn Insignificant 3-673-6' 15 5 Gal. Mixed Perennials Native Grass Mix to Match Existh-ig Grasses W 1 15' Side Setback b T It f- 1W, N1 7 XIII 'i t 15 side Setba S if J S SU . . . . . . . . . "I T ot Tract A, Block I C r i v e 9 0 X, 0 ................. C111 00 0 75 U 0 00 P 0 Q Job No. 0714.00 Issue Date Final DRB April 2,'07 Final DRB 200 32 ct., 12" o.c. > May 21.,'07 0 May 24,'07 U Aug. 28,'07 Revisions cn All Disturbed Areas UO r, W 1 15' Side Setback b T It f- 1W, N1 7 XIII 'i t 15 side Setba S if J S SU . . . . . . . . . "I T ot Tract A, Block I C r i v e 9 0 X, 0 ................. C111 00 0 75 U 0 00 P 0 Q Job No. 0714.00 Issue Date Final DRB April 2,'07 Final DRB April 23,'07 Final DRB May 21.,'07 Revisions May 24,'07 Revisions Aug. 28,'07 Revisions Sept. 5, '07 U 0 W Oco F i e Fzi ep, el All Rights = ted This document, and the ideas and designs incorprofessional rad herein, as o sri: is the property of Fieldscape Incorporated an is tole used, in whale or I., part, to y l other without the Written aufhOXiZation of Ric Fields. Sheet L4 of four 0 0 U 0 U (1) 0 U Cn � U U 0 0 0 401 pl� ;—z M 0 U 0 W Oco F i e Fzi ep, el All Rights = ted This document, and the ideas and designs incorprofessional rad herein, as o sri: is the property of Fieldscape Incorporated an is tole used, in whale or I., part, to y l other without the Written aufhOXiZation of Ric Fields. Sheet L4 of four mnomm= I" = 20'-011 HOUSE 32 BASEMENT WALL DEDUCTIONS: WAU SWACE WALL MACE 1103 WALLS<IRFACE APEA r•k135R: AREA 1Las6. 'AREA 1333E ! WA1LSUREAC6 AAEA 2855E' BELOW GRACE BELOW GRADE AREA-U5E i ,NFA SWiE - ,PREA 1755E ,. AREA -OS 1 2 3 4 WAI cc WELL M, f M A. x BELMOPAN f AACA-0sE a 10 IS 12 13 14 WALL 5URFA= W ACE BCL 2 AREA 1335E WALL St 2505E WALL-%W=AM-25 V � OAM APSA -=6 SELMCPAKAREA-05F mowwor DEWWOMEAVA-0W SELOWGWEAWA-o� BE OWG APJEA is 16 17 Is is WALL DEDUCTIONS: TOTAL WALL AREA - 4765 SF AREA BELOW GRADE - 1548 SF I54814765 - 32.5% BELOW GRADE HOUSE 32 LOWEST LEVEL WALL DEDUCTION 111 = 201-011 PROPOSED GRFA UNIT A PROPOSED GRFA UNIT B LEVEL 1 = 1939 SF 441-l' LEVEL 1 = 1577 SF IfOr LEVEL 2 = 2304 SF LEVEL 2 = 1716 SF LEVEL 3 = 796 SF LEVEL 3 = 63 SF orokqq TOTAL GRFA UNIT A= 5039 SQ. FT, TOTAL GRFA UNIT A= 3356 SO. FT. TOTAL PROPOSED GRFA UNIT A TOTAL GRFA = 5039 SF fbtf' UNIT B TOTAL GRFA = 3356 SF TOTAL GRFA = 8395 SF TOTAL ALLOWED = 8558 SO. FT. RAGE: eR 7. ve" :T. ILP NAME �+ 10 1 UNIT 32-B 63 GRFA LEVEL 3b GRFA CALCULATION: 63sf FOR VAULTED SPACE FROM BELOW OVER 16'IN HEIGHT LEVEL 3a GRFA CALCULATION: 796sf NO VAULTED SPACE FROM BELOW OVER 16' IN HEIGHT UNIT 32-A ��\ \,.: e 796 GRFA THIRD FLOOR GRFA ill = 201-011 UNIT 32-B 1689 GRFA LEVEL 2a GRFA CALCULATION: 2294sf+610sf GARAGE - 600 sf GARAGE DEDUCTION 2304 sf ,� LEVEL 2b GRFA CALCULATION: 1689sf+627sf GARAGE - 600 sf GARAGE DEDUCTION 1716 sf X. UNIT 32-A 2294 GRFA SECOND FLOOR GRF ill = 201-011 LEVEL la GRFA CALCULATION: 2873sf 67.5% ABOVE GRADE 1939 sf (SEE WALL COVERAGE CALCULATIONS) LEVEL lb GRFA CALCULATION: 2336sf 67.5% ABOVE GRADE 1577 sf (SEE WALL COVERAGE CALCULATIONS) N ------------- FIRST FLOOR GRFA ill = 201-0" LTRHIKW*. 627 sf GARAGE k 9 UNIT 32-A 610 sf GARAGE k k UNIT 32-B 2336 GRFA 0 UNIT 32-A 2873 GRFA WALLSURFA=RREA- 3975E BELOW AREA - SW U-1 21 140 HOUSE 32 LOWEST LEVEL WALL DEDUCTION 111 = 201-011 PROPOSED GRFA UNIT A PROPOSED GRFA UNIT B LEVEL 1 = 1939 SF 441-l' LEVEL 1 = 1577 SF IfOr LEVEL 2 = 2304 SF LEVEL 2 = 1716 SF LEVEL 3 = 796 SF LEVEL 3 = 63 SF orokqq TOTAL GRFA UNIT A= 5039 SQ. FT, TOTAL GRFA UNIT A= 3356 SO. FT. TOTAL PROPOSED GRFA UNIT A TOTAL GRFA = 5039 SF fbtf' UNIT B TOTAL GRFA = 3356 SF TOTAL GRFA = 8395 SF TOTAL ALLOWED = 8558 SO. FT. RAGE: eR 7. ve" :T. ILP NAME �+ 10 1 UNIT 32-B 63 GRFA LEVEL 3b GRFA CALCULATION: 63sf FOR VAULTED SPACE FROM BELOW OVER 16'IN HEIGHT LEVEL 3a GRFA CALCULATION: 796sf NO VAULTED SPACE FROM BELOW OVER 16' IN HEIGHT UNIT 32-A ��\ \,.: e 796 GRFA THIRD FLOOR GRFA ill = 201-011 UNIT 32-B 1689 GRFA LEVEL 2a GRFA CALCULATION: 2294sf+610sf GARAGE - 600 sf GARAGE DEDUCTION 2304 sf ,� LEVEL 2b GRFA CALCULATION: 1689sf+627sf GARAGE - 600 sf GARAGE DEDUCTION 1716 sf X. UNIT 32-A 2294 GRFA SECOND FLOOR GRF ill = 201-011 LEVEL la GRFA CALCULATION: 2873sf 67.5% ABOVE GRADE 1939 sf (SEE WALL COVERAGE CALCULATIONS) LEVEL lb GRFA CALCULATION: 2336sf 67.5% ABOVE GRADE 1577 sf (SEE WALL COVERAGE CALCULATIONS) N ------------- FIRST FLOOR GRFA ill = 201-0" LTRHIKW*. 627 sf GARAGE k 9 UNIT 32-A 610 sf GARAGE k k UNIT 32-B 2336 GRFA 0 UNIT 32-A 2873 GRFA LAJ P R O J E C T : • DRAWN BY: D A T E : 05.21.07 R E V I S 10 N S Iml III 140 U-1 - 140 ;o c" f-4 C> r-Z L.Li e--4 C1.7 ct- L,J cp, L,LJ LAJ P R O J E C T : • DRAWN BY: D A T E : 05.21.07 R E V I S 10 N S Iml III DRAWN BY: D A T E : 05.21.07 R E V I S 10 N S Iml III unit ti.. __ �� f`� ...,;rte �1 `•-'�. =�.�. _ � � � r� � ' � z ? k=,. r '�� ,��, '� -------- ___" i Y DVTI =DInD CITG 1 Ir-W-rIRI(: DI AKI t C11 mss« i Y= .�k k �k$ i 3s� t k �r A• • i -, 8639,8 • •• r A - FX POST MODERNE BOLLARD B - B/K SINGLE 600 DRIVE OVER LIGHT C - FX CUSTODE GRADINO STEP/WALL LIGHT 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) 17 - NOT IN FIXTURE COUNT B - ( <18 "H) 3 - NOT IN FIXTURE COUNT C - NOT USED D - ( >18 "H) 11 (HOUSE 31),16 (HOUSE 32) - INCLUDED IN FIXTURE COUNT TOTAL NUMBER OF LIGHTS 18" OR HIGHER &/OR IN EXCESS OF 40W OR 400 LUMENS = 21 TOTAL NUMBER ALLOWED FOR HOUSE 31 (21,OOOSF LOT) 21 FIXTURES TOTAL NUMBER ALLOWED FOR HOUSE 32 (32,OOOSF LOT) _ 32 FIXTURES 3 43 �s t{ n E� c 4a5 m� aM 1 ■ m n oa o. x-71• w Qa N J p,,,• w G7 c.n w _o r-. P R 0 j E C T : DRAWN 8Y: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD #1 08.10.07 r !r r 1 `A P R 0 j E C T : DRAWN 8Y: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD #1 08.10.07 r !r r 1 HOUSE 32 FIRST FLOOR PLAN - SIDE A 1/411 = if-Olt P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 m 0. N c2s L,LJ N J O (_) C)N LAJ Cz LAJ O P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 m 0. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 m C) 2 r-i 20 rH A501 9 is O A301 r? TRENCH DRAIN — — — — — — — — — -- 777 I / MASTER 4-/; 7 \- , TOWN AND CLO. A 7 COUNTRY TC36 310 777 CPT. CPT, GAS APPLIANCE 111-311 x 71-611 77 H ii ry Wil 0 MATCH LINE-- cf- --- — — — — — — ABOVE MATCH LINE __ _�5 61" +E616"10 l 51-211 13'- gi '-jFf2" KIING DEC ll \5 MASTER, 2" 2 211 0 BEDROOM A 36" GUARDRAIL, � cd m __lL 7 77�77_- 210 C; L? NO OPEN SPACE --- -------- "711 TO ALLOW 13'-10" x 20'4" it i�4 0� Zo 60 dL ABOVE PASSAGE OF 4 0 ------ SPHERE TYP. 5111 MASTER ER lip 2 BATH A 91-1011 lo1 --- --- ------- -- W"-- 221-4j" 13'-91" 61-311 51-1111 2 Lif I t ABOVE 2'-3" i 21-311 21-711 11-511 — — — — — — — — — — — -�Zj - — — — — — — — — — — — — — — — — -- __R�O. �rq 210 7 =77 //7Z77'//L7/7 7, 7 H CN -------------- r E TIL, -1 PT, TILE 14 Lo 4A 4, 7 7 7, 71 7 7, 77 A\ 1 HOUR RATED STUD im Lo WALL wl 5/8" TYPE "X" I m r,7 5-6 ---------- PFM60 2 111 m CONTEMPO 211 FIREPLACE W16 m 203 POWDER oq [d 1 11 ROOM A V/,- qHp �LKITCH �_� - A - -2--0 73 00 f F 20-8 I 5'-6" x 91-0 14'76" X 15 -6 VIE -�JGH PEAK] W 0 01 0 LIVING ROOM A PANTRY A F269N l 19'-6" x 231-011 51-611 X 121-011 A— a ci 9 'A WF6 A502 -206--- m WD. WE). AK-4 U-) .. .... .... L— — — MAIN LEVE T.O.FIN FL +8617' -fl" I Ilk T.O. PECKIN!� Our 0 1 "in 11 it 29'-51" GWB EACH SIDE TYP. 2 51" 2 A502 —77–, FLUE CHASE FOR LL FIREPLACE GARAGE A —7f gL GARAGE 7 F205 \-FT.O. CONC +862T-0" 25'-0" x 23'-0" TRENCH DRAIN FA a HtN Ln L D I N I WD. WD. WD. TILE ENTRY NG"i 0 . W8 I i ' GALLERY A 2011 171-011 X 91-0" D8 10R@� 1)4"EAI 41IDN S t 9T @11 I-E, k-.— co WD. TILE� 9'-72 IL81 " wl L SET-BACK-UNE— _______I_ —_— TYP. 2 41-0j" 81-811 1 91-011 11-711 51-011 11 51-811 R.O. R.O. 101 46'-81" 21-311 te -911 2 5j" U" !:L - -'6j I" 4 —011' 771-04111 HOUSE 32 SECOND FLOOR PLAN - SIDE 1/4" = V-0" W7 -k- 0\ 51-32's 51-811 Lo I I 9 2� 20 Al d GENERAL PLAN NOTES: TILE CONC.-' Io� MUD THEIR AREA COMPRI! WALL AREA F I HOL - ROOM f'4 WALL [--2077 GW13 61-0" x 131'-0" r-4 FA a HtN Ln L D I N I WD. WD. WD. TILE ENTRY NG"i 0 . W8 I i ' GALLERY A 2011 171-011 X 91-0" D8 10R@� 1)4"EAI 41IDN S t 9T @11 I-E, k-.— co WD. TILE� 9'-72 IL81 " wl L SET-BACK-UNE— _______I_ —_— TYP. 2 41-0j" 81-811 1 91-011 11-711 51-011 11 51-811 R.O. R.O. 101 46'-81" 21-311 te -911 2 5j" U" !:L - -'6j I" 4 —011' 771-04111 HOUSE 32 SECOND FLOOR PLAN - SIDE 1/4" = V-0" W7 -k- 0\ 51-32's 51-811 Lo I I 9 2� N t �Nl 21-61' L 21-111 kl1l-911 L 2'-1" L 21-011 L m p 9 m UTILITY CONNECTION AND METER LOCATION 101-511 o (N cQ I U? F_ INTO SETBACK AND 5 THAN 1%14 OF THE 11CH THEY PROJECT LOPMENT STDS). ■1 GENERAL PLAN NOTES: BAY WINDOWS PROJE THEIR AREA COMPRI! WALL AREA F f'4 ENTIRE (PER IO.C.5.,PG.32 T1 N t �Nl 21-61' L 21-111 kl1l-911 L 2'-1" L 21-011 L m p 9 m UTILITY CONNECTION AND METER LOCATION 101-511 o (N cQ I U? F_ INTO SETBACK AND 5 THAN 1%14 OF THE 11CH THEY PROJECT LOPMENT STDS). ■1 P R 0 j E CT : D R A W N BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D# 1 08.10.07 FLOOR PLANS LA f'4 CDP% C)'% L-n cr cr–, L4j 7- P R 0 j E CT : D R A W N BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D# 1 08.10.07 FLOOR PLANS �2� - — A36i 1/4" = P-O" P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 FLOOR PLANS in 'AD co C> 0. e""*4 CL. to L.Li c. Lon UJ __j CD mmwj GAL cc C> Cl. C> L.Li • P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 FLOOR PLANS in e""*4 CL. —MOO mmwj GAL C> Cl. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 FLOOR PLANS in --- ------ --- - ------------ 114" = V-O" k-j Q) •- mi co-i W Ll pcpq LA- Lj, - co Cr, r14 c> r-.: Lu C2" V^f r1 t-4 L,J LAC LAJ L4j LAJ P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 w 11 fir P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 w 11 "-iOUSE 32 ROOF PLAN - SIDE A 1/4" = l'-O" LAJ d1h 4� tin 41M k..j P- Ab CZC k.j W L.0 LAJ d1h 4� 41M Ab P R O J E C T : DRAWN BY: D A T E : 05.21.07 R E V I S I O N S : am girl rr 0.732 ACRES 31879 SQ. Fl 1/411 = 11-011 L,4AXJ—+T — — _ — —\,— ALLOWED +8629'-0" ROOF t,,,O.SHEATHING +86271-2 1/811 —5111 <41 INTO SETBACK Il ISX fl It is It Ik Cps in ti 1/411 = 11-011 L,4AXJ—+T — — _ — —\,— ALLOWED +8629'-0" ROOF t,,,O.SHEATHING +86271-2 1/811 —5111 <41 INTO SETBACK Il ISX fl It is It Ik r_--I--q LT-w-j E • • P-9-p-q- act L4J Cps in o. _j ON LLJ L.n d1h LLJ r_--I--q LT-w-j E • • P-9-p-q- act L4J P R O J E C T : DRAWN BY: D A T E : 05.21.07 R E V I S I O N S : FLOOR PLANS I I d1h P R O J E C T : DRAWN BY: D A T E : 05.21.07 R E V I S I O N S : FLOOR PLANS I I Rw-1z° I i [slim MPA a I M-1 a a I wel Oka a W.Al I' m m I ol mC �Q- w 0 U p --.moo al;;A1. r Ljj P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 L4— r14 F-- C:) 01% e14 L4.J C> cn LLJ �Q- w 0 U p --.moo al;;A1. r Ljj P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 86,-1;" 1 /4" = P-O" U Q.5 4-- 0 0 R�- LA co C-4 LAJ r�4 =-- r—: Loll mac LAJ O 41n =3 LAJ P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 Killimm" � 1. r*-4 Cl. lc—c i C> P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 Killimm" � 1. I SETBACK LINE Typ. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --4-- - - - - - - - - - - - - - - - - - - - M I IN �, UT F-Al I HOUSE 32 THIRD FLOOR PLAN - SIDE B • • o. act cr LAJ I-- Ep- ry LLJ %.-n C> L.n LAJ n. • • P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 lira V W ME act P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 lira V W ME M I UMMA I 1/411 = 11-011 F;WIL;:i LT-N-WJ 9 0 • LTR� -.00 - 4- LLJ f-4 4- LJ L4.J C> LLJ F;WIL;:i LT-N-WJ 9 0 • LTR� -.00 1u P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D# 1 08.10.07 Will 4 - 1u P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D# 1 08.10.07 Will 4 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: iU PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY LIGHTING SYMBOLS OA RECESSED CAN LIGHT: N WALL MOUNTED TELEPHONE OUTLET ® SMOKE DETECTOR - ADJUSTABLE DOWNLIGHT 4w COMBO. DATA/TELEPHONE OUTLET DUPLEX OUTLET +18" U.O.N. 0+ AD) RECESSED CAN LIGHT: ADJUSTABLE WOR SLOPED SPOT TRIM ® 2 RG6 COAXIAL QUAD OUTLET 'WAA $ SWITCH Ab GROUND FAULT DUPLEX OUTLET, SURFACE MOUNTED LIGHT FIXTURE +42" U.O.N. CT. DECORATIVE LIGHT FIXTURE $3 3 SWITCH DUPLEX OUTLET, HALF SWITCHED te'f -ti_- +18" U.O.N. 0 r-- 4 MULTIPLE SWITCH DUPLEX FLOOR OUTLET o PENDANT LIGHT —C C1 $D DIMMER Q DUPLEX FLOOR OUTLET, HALF SWITCHED Q RECESSED LENSED SHOWER LIGHT �V VARIABLE O N® INFLOOR DATA AND QUAD 0 PAR -20 MULTIPLE RECESSED ADJUSTABLE $T T POWER OUTLET 4 SPOT LIGHT BY EUROFASE, TBD ��.. $ SWITCH IN J AMB 14 INFLOOR DATA AND DUPLEX A541 POWER OUTLET 24" HALOGEN UNDER CABINET LIGHT r-. —E HOMEWORKS KEY PAD T NEW HOSE BIB Ot EXTERIOR WALL SCONCE ® HOMEWORKS CIRCUIT DESIGNATION A () NEW JUNCTION BOX MMA EXTERIOR STEP LIGHT <D' BATHROOM EXHAUST FAN Q NEW NATURAL GAS LINE GUEST BED MdTI i 103 ! ID 1. GUEST BED A x04 i I GUEST BATH 3A 105 A301 pie I 1® RON C C C I I I 1 1 iG'A I I[ [::� L_--1 j HOUSE O!' PLAN - SIDE A 1/4" = V -0" AV CLOSI 115 41 Ma _ ro - 4w Am J o es. Ab �► CT. v wF-- r-4 rV te'f -ti_- 0 r-- —C C1 w cn O L„ O r-. 41 Ma ow - 4w Am Ab PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD #1 08.10.07 MR 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 S. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS ELECTRICAL PLAN NOTES: ( PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY LIGHTING SYMBOLS OA RECESSED CAN LIGHT: N WALL MOUNTED TELEPHONE OUTLET SMOKE DETECTOR w ADJUSTABLE DOWNLIGHT COMBO. DATArrELEPHONE OUTLET DUPLEX OUTLET +18" U.O.N. O_+ Aoa RECESSED CAN LIGHT: ADJUSTABLE WOR SLOPED SPOT TRIM [TV] 2 RG6 COAXIAL QUAD OUTLET z • r. ca. GROUND FAULT DUPLEX OUTLET, 'WAA SURFACE MOUNTED LIGHT FIXTURE SWITCH +42" U.O.N. DECORATIVE LIGHT FIXTURE 3 3 -WAY SWITCH DUPLEX OUTLET, HALF SWITCHED r~ 4 MULTIPLE SWITCH +181" U.O.N. DUPLEX FLOOR OUTLET a PENDANT LIGHT L Ca v rte. $0 DIMMER ® DUPLEX FLOOR OUTLET, HALF SWITCHED © RECESSED LENSED SHOWER LIGHT �V VARIABLE x F470 INFLQOR DATA AND QUAD PAR -20 MULTIPLE RECESSED ADJUSTABLE $T TIMER POWER OUTLET SPOT LIGHT BY EUROFASE, TBD —' SWITCH IN JAMB F147@ INFLOOR DATA AND DUPLEX POWER OUTLET 24" HALOGEN UNDER CABINET LIGHT ! HB w K Y HOMEWORKS KEY PAD NEW HOSE BIB Elo T�gTA EXTERIOR WALL SCONCE ® HOMEWORKS CIRCUIT DESIGNATION © NEW JUNCTION BOX ®A EXTERIOR STEP LIGHT BATHROOM EXHAUST FAN a NEW NATURAL GAS LINE 2 A301 � r 1 /411 = '.t-oft HOUSE no ! i FLOOR A MATCH LINE t r'-4 w ry . cr z • r. ca. > C> Lu � r~ +r L Ca v rte. v -C d x C3 —' w O MATCH LINE i r'-4 w ry . cr Oct • r. ca. > C> Lu � r~ +r L Ca v rte. v -C d x C3 —' w O i PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD #1 08.10.07 r'-4 w 9 Fes— 4 Oct G�7 Q C> PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD #1 08.10.07 GENERAL ELECTRICAL NOTES: 1. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY, 2. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 3. ELECTRICAL WALK-THRU IS REQUIRED WITH ARCHITECT AT ROUGH-IN 4. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNITURE LAYOUTS S. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS 2 A301 LIGHTING SYMBOLS oA RECESSED CAN LIGHT: 14 ADJUSTABLE DOWNLIGHT 04 RECESSED CAN LIGHT: ITVI ADJ ADJUSTABLE WOR SLOPED SPOT TRIM 'AAA SURFACE MOUNTED LIGHT FIXTURE $ DECORATIVE LIGHT FIXTURE $3 C> $4 o PENDANT LIGHT $D Q RECESSED LENSED SHOWER LIGHT $V PAR-20 MULTIPLE RECESSED ADJUSTABLE $T SPOT LIGHT BY EUROFASE, TBD $ i 24" HALOGEN UNDER CABINET LIGHT L.Li C" REM A EXTERIOR WALL SCONCE EU-1-1 =A EXTERIOR STEP LIGHT AD, HOUSE 32 THIRD FLOOR PLAN - SIDE A 1/411 = 11-011 R.O. 2 A301 i 41 0 0 P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S . PERMIT 06.11.07 CD# 1 08.10.07 u,p Ln 414C r',4 -40 cl. 0. C> � Q L.Li C" 4— k_.) Cps uj Lon LLJ Ca P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S . PERMIT 06.11.07 CD# 1 08.10.07 u,p 414C r',4 cl. C> � Q P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S . PERMIT 06.11.07 CD# 1 08.10.07 u,p 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: �1} PROVIDE GFCI PROTECTED UNDER CABINET PLUG MOLDS AS NECESSARY LIGHTING SYMBOLS WALL MOUNTED TELEPHONE OUTLET OA RECESSED CAN LIGHT: ADJUSTABLE DOWNLIGHT p+ RECESSED CAN LIGHT: ADJ ADJUSTABLE &/OR SLOPED SPOT TRIM 'WAA SURFACE MOUNTED LIGHT FIXTURE D DECORATIVE LIGHT FIXTURE a PENDANT LIGHT Q RECESSED LENSED SHOWER LIGHT 0 PAR -20 MULTIPLE RECESSED ADJUSTABLE © SPOT LIGHT BY EUROFASE, TBD ® 24" HALOGEN UNDER CABINET LIGHT '0' TTTA EXTERIOR WALL SCONCE ®A EXTERIOR STEP LIGHT N WALL MOUNTED TELEPHONE OUTLET JIQ COMBO. DATA/TELEPHONE OUTLET 2 RG6 COAXIAL SWITCH $3 3 -WAY SWITCH 4 MULTIPLE SWITCH D DIMMER V VARIABLE T TIMER $ SWITCH IN JAMB © HOMEWORKS KEY PAD ® HOMEWORKS CIRCUIT DESIGNATION '0' BATHROOM EXHAUST FAN ® SMOKE DETECTOR DUPLEX OUTLET +18" U.O.N. QUAD OUTLET GROUND FAULT DUPLEX OUTLET, .r► +42" U.O.N. DUPLEX OUTLET, HALF SWITCHED +18" U.O.N. DUPLEX FLOOR OUTLET R DUPLEX FLOOR OUTLET, HALF SWITCHED N� INFLOOR DATA AND QUAD POWER OUTLET i'/� INFLOOR DATA AND DUPLEX POWER OUTLET HB T NEW HOSE BIB © 'JEW JUNCTION BOX d NEW NATURAL GAS LINE 1/4" = P -0" c.., U c17 �i —. 9 0 r. W c.n 00 co" . st- � tai r-. �C o H cr. r-- uC v CIS t� ,., Z O v 1- c.n ... s.,,,, cox [ W PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD# 1 08.1 0.07 ELECTRICAL r i .r► • PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD# 1 08.1 0.07 ELECTRICAL r i 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: PROVIDE GFC1 PROTECTED UNDER CABINET PLUG MOLDS AS NECESSAR' LIGHTING SYMBOLS oA RECESSED CAN LIGHT: N WALL MOUNTED TELEPHONE OUTLET Q SMOKE DETECTOR W ADJUSTABLE DOWNLIGHT COMBO. DATA/TELEPHONE OUTLET G�= DUPLEX OUTLET +18" U.O.N. q+ /wJ RECESSED CAN LIGHT: ADJUSTABLE &/OR SLOPED SPOT TRIM FTV] 2 RG6 COAXIAL QUAD OUTLET Oct $ SWITCH GROUND FAULT DUPLEX OUTLET, AAA SURFACE MOUNTED LIGHT FIXTURE +42° U.O.N. } DECORATIVE LIGHT FIXTURE $3 3-WAY SWITCH DUPLEX OUTLET, HALF SWITCHED $ 4 MULTIPLE SWITCH +18" U,O.N. DUPLEX FLOOR OUTLET o PENDANT LIGHT $D D ® DUPLEX FLOOR OUTLET, HALF SWITCHED © RECESSED LENSED SHOWER LIGHT VARIABLE F14- � INFLOOR DATA AND QUAD A, __ _ li 114° = P -4° V qo -41..- 9 • • ro �n — 140 0o a. N C> �.. P•. b' J C 'Q Q � to vr- � v w O w ON t� W #� C> Oct PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD# 1 08.10.07 ELECTRICAL PLANS Ally 2 A301 HOUSE 32 FIRST FLOOR PLAN - SIDE I 1/411 = 11-011 P R 0 j E ( T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 N,o L4- "S co CON t-j evn e14 cr %.j LAJ C�4 J.LJ __j k_) is LLA C> P R 0 j E ( T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 N,o LAJ evn em P R 0 j E ( T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 N,o 4 2 -) A301 HOUSE 32 SECOND FLOOR PLAN - SIDE 11, 1/4" = V-O" i\ P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 Ono CO r14 vcr v. r-4 Cp, uj C> LLJ P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 Ono P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 2 A301 HOUSE 32 THIRD FLOOR PLAN - SIDE A 1/4" = V-O" R.O. A301 • • LLJ AM an 41W r-4 cp J CS Ln Ow V uj I'— e--4 Lon W RJ L4.J VY LAJ CY LLJ P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 AM an 41W P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D#1 08.10.07 i HOUSE 32 FIRST FLOOR PLAN - SIDEV, 1/4" = l'-O" P R O J E C T : DRAWN BY: D A T E 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 i&n LA- act r*.4 co cr � r14 act j cn C> cr CL. LLJ C:V, LAJ --i O C-.) CC 911 Uj C> LA-1 P R O J E C T : DRAWN BY: D A T E 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 i&n act r*.4 act j I-- C> CL. P R O J E C T : DRAWN BY: D A T E 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 i&n I -HOUSE 32 SECOND FLOOR PLAN - SIDE B 1/4" = V-011 P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# I 08. 10.07 n. LA- Oct co ll.j rat C:72- r. Oct C> Ln C> ex. L4J LJ LLJ n. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# I 08. 10.07 Oct r*-4 CL. Zz- cp C> Oct C> C> ex. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# I 08. 10.07 ,J�T.O. CHIM. CAP GENERAL ELEVATION NOTES: Ol 6" HALF-ROUND METAL GUTTERS AND DOWN SPOUTS. RUN HFATTAPE AS NECESSARY, VERIFY LOCATIONS WIROOF PLAN PROPOSED LOCATION FOR UTILITY METERS WALL MOUNTED UG14T SCONCE +84- AFF, LION, VERIFY LOCATIONS WITH EXTERIOR LIGHTING SCHEDULE TOTAL AREA OF BAY WINDOWS PROJECTING INTO SETBACK ® 86 SQ-FT, AREA OF WALL FROM WHICH THEY PROJECT - 1000 SD-FT. <10% OF TOTAL AREA FF0 1 STONE DRY - STACKED COLORADO BUFF STRIP STONE J-2] TO WOOD SIDING 1 "10 SM OO. TH S.AWN RED CEDAR HORIZONTAL LAP SIDING GRADE A OR I', ST . E -WINHDOWSAND L, AuuMl-NU, M- CLAD WINDOWS AND 'DOORS, KYNAR COATED COLOR ZORS METAL TRIM FLAT- LOCK, DIRECT APPLIED ZINC METAL PANELS PFO-5] i ROOF ZINC STANDING SEAM METAL ROOF "0 MISC. GLAZING TRANSLUCENT CHANNEL GLASS WINDOWS FASCIA 2X ROUGH SAWN RED CEDAR "0 i BELLY SAND EXPOSED STEEL C-CHANNEL (C-ISX33.9), PAINTED TO MATCH ROOF HOUSE 32 WEST ELEVATION 1/8" = V-0" ffO- STONE DRY STACKED COLORADO BUFF STRIP STONE P-0-21 WOOD SIDING -- -- ------------ ' SAWN RED CEDAR HORIZONTAL LAP SIDING GRADE A OR 'SE'M"' ' RSTAJ N E D WINDOWS AND ALUMINUM CLAD WINDOWS AND DOORS, KYNAR COATED COLOR DOCIRS----- --- -- I --l-l— -1 METAL TRIM FLAT-LOCK DIRECT APPLIED ZINC METAL PANELS ------- ff0-5 1-1--- --------------- ROOF ZINC STANDING SEAM METAL ROOF MISC. GLAZING TRANSLUCENT CHANNEL GLASS WINDOWS FASCIA 2X ROUGH SAWN RED CEDAR HOUSE 32 SOUTH ELEVATION 1/81, = 11-01, 4 UP p" 07—o m, * R1-1-1 T *41,11 HOUSE 32 NORTH ELEVATION_ 1/81, = 11-01, HOUSE 32 EAST ELEVATION 1/8" = V-0" Lei Gig 91 [ _E • NOVA 140 Ld"% 140 C)o 0" C-4 C> r-.4 e-4 L.0 t..j cl= L.Li O LAJ ►P —ONO dm;;Ao I" All - 4m mm daft 41m AS P R O J E C T : D R A W N BY; D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D# 1 08.10.07 mi HOUSE 32 HIDDEN WEST ELEVATION 1/8" = V-O" $ A I N LEVEL MAIN NW -FLR +6617'-0' -T-OO'-C" HOUSE 32 HIDDEN EAST ELEVATION 1/8" = V-O" ^ N% • • CO LAj C> C> L5 C> CZC C= 01, CL. 4-- k-j LAJ LLJ n. ^ N% • • P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 ml on e**-4 LAj C> L5 C> CL. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 ml on CUNT MILD STEEL 5 3 PIECE STEEL MANTEL SKIRT FRONT. MIDDLE PANEL REMOVEABLE FOR ACCESS TO FIREPLACE CONTROL BOX. INT. ELEVATION FIREPLACE A101 1/2" = V-0" �Kj� I /�Klrlr-r% INT. ELEVATION FIREPLACE A20• 1/2" = l'-O" - I --- -- I -- SKIRT. MIDDLE PIECE REMOVEABLE TO PROVIDE ACCESS TO FIREBOX CONTROL UNIT TOWN AND COUNTRY TC42 GAS APPLIANCE. 2" DEEP X 18" WIDE CONCRETE SURROUND SECURED TO WALL & RESTING ON STEEL FRAME. COLOR TBD STEEL MANTEL SKIRT END PANEL SECURED TO FRAME TYP. SKIRT FRONT. MIDDLE PANEL REMOVEABLE FOR ACCESS TO FIREPLACE CONTROL BOX. INT. ELEVATION FIREPLACE B15:� RECLAIMED TIMBER WOOD MANTEL 1-1/2"x3" MILD STL ANGLE MANTEL SUPPORTS TOWN AND COUNTRY TC36 GAS APPLIANCE CONCRETE SURROUND 1/2" = l'-O" 1/2" = V-0" 0 a ♦ ;Rve-All INT. ELEVATION FIREPLACE B254 1/2" = V-0" i 41 • pgi* rte. w co CN Cl. evii CONTEMPO GAS FIREPLACE � STONE VENEER ZE Cps Oct 20" WIDE METAL cr SURROUND U.J Q. 4— U, cw" 0 0 0 0 L4J 0 o 0 0 LLJ 18"W X 10'LX4"D SANDSTONE HEARTH n. 0 0 3 PIECE SANDSTONE SKIRT. MIDDLE PIECE REMOVEABLE TO PROVIDE ACCESS TO FIREBOX CONTROL UNIT INT. ELEVATION FIREPLACE B254 1/2" = V-0" i 41 • pgi* P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S ; PERMIT 06.11.07 CD# 1 08.10.07 PROPOSED INT. ELEVATIONS 1 a rte. w co CN Cl. evii C> � ZE Cps Oct C> a- cr U.J Q. 4— U, cw" L4J vi LLJ n. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S ; PERMIT 06.11.07 CD# 1 08.10.07 PROPOSED INT. ELEVATIONS 1 a r*%4 Cl. evii C> � Oct C> a- Q. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S ; PERMIT 06.11.07 CD# 1 08.10.07 PROPOSED INT. ELEVATIONS 1 a I TYPICAL ROOF CONSTRUCTION: EXTERIOR WALL CONSTRUCTION - STONE -16"WMETAL STANDING SEAM ROOF VENEER: -WATERPROOF MEMBRANE -DRY STACK STONE VENEER TBD -4" HCFC FREE POLYISO RIGID INSULATION -MASONRY DRAINAGE MAT P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 BUILDING SECTIONS A301 -40 co C> 0" —Now L.Li C> L.Li Cps C:P% e-4 G"> act C> CL. o NNW • P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 BUILDING SECTIONS A301 —Now L.Li C> G"> act C> CL. P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 BUILDING SECTIONS A301 6 "X4" CONCEALED METAL GUTTER, PAINT TO MATCH, SLOPE 1/4" PER FOOT TO DOWNSPOUT. PROVIDE HEAT TAPE AS REQ'D. VALLEY CLIP PROVIDING CONTINUOUS LOCK BETWEEN GUTTER AND ROOFING METAL STANDING SEAM ROOF CONCEALED DETAIL 1 1/2" = V -0" OVER FRAMING AS NECESSARY TO SLOPE BACK TO GUTTER ON DOWNHILL SIDE 4" RIGID HCFC FREE POLYISO INSULATION W/ Y2" NAILABLE OSB TOPSH EET SELF - ADHERING, RUBBERIZED ASPHALT ROOFING UNDERLAYMENT %" CDX PLYWD 74 4 fir, - 4 CEILING r , '' "j �i � STAGGERED 2x4 BOX BEAM it SUB - STRUCTURE 00 j i ( 5/4 CLEAR DOUGLAS j ? 1 1 FIR TRIM iI r { 13" I 3a ! r, 32� 2 CIRCUIT ( LIVING ROOM) 1 CIRCUIT (MASTER BED) LYTESPAN = a TRACK BY LIGHTOLIER, SURFACE MOUNTED TO 2X SUBSTRUCT, 5/4 CLEAR DOUGLAS FIR TRIM TO MATCH STRUCTURAL TRUSSES -*W'IOX BEAM TRACK + 31" = 1" -0"' MAIN LE T.O.FIN, STONE WALL DETAIL 3/4" = 1' -O" UNIT B - LIVING ROOM _ T.O. PLATE 2X6 FRAMED WALL W/ S/" TYPE 'X' DRYWALL, BOTH SIDES; EXTEND DRYWALL HORIZ. AND VERTICALLY ALONG ENTIRE PARTY WALL. (UL- LISTING N0. 0341) 2X6 FRAMED WALL W/ %" TYPE 'X' DRYWALL, BOTH SIDES, TYP. UNIT A MECHANICAL CHASE VAPOR BARRIER — –�- FLOOR FRAMING, A -SIDE CONCRETE SLAB PER STRUCT. PARTY WALL DETAIL 1 1/2" = V -0" N/ %11 TYPE 'X' USIDE, '/2" BD AT MASONRY 'WALL HORIZ. ONG ENTIRE ii• •� i_ 2X6 FRAMED WALL W/ 5f" TYPE 'X' DRYWALL, BOTH SIDES; EXTEND DRYWALL HORIZ. AND VERTICALLY ALONG ENTIRE PARTY WALL. (UL- LISTING NO. 0341) 1" CLEAR AIRSPACE BETW. FRAMING VAPOR BARRIER UNIT B UU1'JUKtIt t-UUIVUAI IUN WALL FtK STRUCTURAL ENGINEER 41 0 .o 1n _ .o act 0o o. Fes— O Z5 Ln , c. U � C.. 4.3 c'" V Q .., z 0 r u, 0 41 0 PROJECT. DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD# 1 08.10.07 WALL SECTIONS no act rft-4 w Fes— O Z5 C> C.. PROJECT. DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD# 1 08.10.07 WALL SECTIONS no RAINSCREEN O/ BUILDING PAPER O /EXTERIOR SHEATHING LAP 0/ CORTEN FLASHING BELOW 1X10 SMOOTH SAWN RED CEDAR SIDING HOLD ifs" OFF FLASHING >I� METAL FLASHING CAP 015x33.9 STEEL C- CHANEL BELLY BAND RAINSCREEN 0/ BUILDING PAPER O /EXTERIOR SHEATHING LAP FLASHING ABOVE MIN. 10" METAL FLASHING SECURED UNDER C- CHANEL i ♦ ! • i•! i iii 3/4" = l' -0" RAINSCREEN 0/ BUILDING PAPER O /EXTERIOR SHEATHING LAP 0/ CORTEN FLASHING BELOW 1X10 SMOOTH SAWN RED CEDAR SIDING HOLD ifs" OFF FLASHING METAL FLASHING CAP C15x33.9 STEEL C- CHANEL BELLY BAND RAINSCREEN 0/ BUILDING PAPER O /EXTERIOR SHEATHING LAP FLASHING ABOVE MIN. 10" METAL FLASHING SECURED UNDER C- CHANEL ♦ ! ! ♦ i glaromrs i! 3/4" = l' -0" STL COLUMN BASE EB -TY HIDDEN FASTENER SYSTEM TO ATTACH IPE DECKING TO FLOATING SUB -FRAME 5/4X4 IPE DECKING SLOPE DECK TO DRAIN 8 : V -0 "� 1" = 1' -0" l,••• ;•• Sfs" GYP. BO VAPOR BAR 5 -1/2" EXT. MIN. INSULE PLAN VIEW 4"0, 2 "O.C. STL MESH, , VFY. 4 "x4 "xla "STL. ANGLE SUPPORT WITH BASE PLATE, PAINT BLACK — SANDSTONE CHIMNEY CAP ABOVE SANDSTONE STONE CAP BELOW C f i 1 1/2" = l' -0" CHIMNEY CAP DETAIL 1 1/2" = 1' -0" L METAL STANDING SEAM ROOF 4" RIGID HCFC FREE POLYISO INSULATION W/'/2" NAILABLE OSB TOPSHEET Y4" CDX PLYWD SELF - ADHERING, RUBBERIZED ASPHALT ROOFING UNDERLAYMENT CONTINUOUS RAKE NAILER TO MATCH HEIGHT OF RIGID INSULATION METAL FLASHING TO MATCH ROOFING MATERIAL 2x8 FASCIA 2x CEDAR SOFFIT 2x12 FASCIA CONTINUOUS SUBFASCIA 1x4 V- GROOVE T &G SOFFIT 2x6 SS WESTERN RED CEDAR TRIM SIDING MATERIAL, VARIES BLDG PAPER 1/2" T &G PLYWD SHEATHING ANDSTONE CAP, SLOPE F. MIN. TO DRAIN FRONTTO K, TYP. ANGLE SUPPORT BEYOND ENTIOUS UNDERLAYMENT -1 WATERPROOFING AND ET METAL CLADDING, SLOPE )RAIN 1/4" PER FT. OVEABLE STEEL MESH EEN AND FRAME ATTACHED _L ANGLE, PAINT BLACK 4TAIN 1/2" SPACE BETWEEN EEN AND SILL FLASHING FOR I NAGE AL FLASHING AT CHIMNEY EEN SILL ANDSTONE CAP W/ CLEFT ES, SLOPE %'7FT. MIN. TO IN, TYP. TONE VENEER 0/ BLDG. :-:RAND DRAINAGE MAT �— 2X6 FSC IPE TOP RAIL, EASE EDGES 52" tiIN �L2L, = N NIN NIN N 1/2" = 1' -0" 6X6 CEDAR POST TYP, 1 /2 "Wxl "D DADO CUT INTO POSTS TO ACCEPT GLASS PANELS 1/2" CLEAR TEMPERED GLASS GUARD RAIL PANELS C15X33.9 PERIMETER DECK BEAM OR EXPOSED STRUCTURAL STEEL WIDE_ FLANGE, PAINTED 12 7771-- = y± r li 4 { -- f .-� y�j t 1 i' r F RAFTER RE: STRUCT W/ v 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 SIDING MATERIAL, VARIES FINISI LIGHT W/ R/ to r i •• 1 1/2" = 1' -0" WALL DETAIL 1 1/2" = l' -0" 2X4 FURRED WALL W/ / BATT INSUL., TYP. S/" DRYWALL, TYP. EXPANSION MATERIAL CONC. SLAB RE: STRUCT.. 10MIL. VAPOR BARRIER t1 0/ R -10 MIN. RIGID FOAM INSULATION �S 4" FREE DRAINING GRAVEL, NO FINES WATER STOP, TYP. CONC FTG RE: STRUCT. — yr �i Zvi FOUNDATIC}N DETAIL INSULATION W/ 1/" MAILABLE OSBTOPSHEET METAL STANDING SEAM ROOF SELF - ADHERING, RUBBERIZED ASPHALT ROOFING UNDERLAYMENT Ufa" CDX PLYWD CONTINUOUS EAVE NAILER TO MATCH HEIGHT OF RIGID INSULATION METAL FLASHING TO MATCH ROOFING MATERIAL 6" z ROUND METAL GUTTER TO MATCH ROOFING MATERIAL 2x12 OR 2X14 (PER RAFTER SIZE) FASCIA CONTINUOUS SUBFASCIA 1x4 V- GROOVE T &G SOFFIT r , ER FLASHING; SEAL LAPS \NT ;T. PLYWD. SHEATHING ONE VENEER )ING PAPER T BITUTHANE; EXTEND MEMBRANE 12" MIN. PRIMED SHEATHING r • 111: to 21 W.110 1KORTAM 2 0 12 21.9 0 2 Niel 2 • i73e�7±TiT: 1 • r i :• • i •i T BITUTHANE -RETE FOUNDATION WALL # r • • WIN r•+ m ... r: cs 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 • it i • r+ i• • 111*14MIN Leff U tell "J • REM- — oa cn fV rte. . ^ct J O �c cy, •ct c> ry r-.4 w '= J d -:c w 2 0 E— w c+ r-. L,tJ ... V i I { i 1 I 1 I _ ,.. i ! _. ) i 52" tiIN �L2L, = N NIN NIN N 1/2" = 1' -0" 6X6 CEDAR POST TYP, 1 /2 "Wxl "D DADO CUT INTO POSTS TO ACCEPT GLASS PANELS 1/2" CLEAR TEMPERED GLASS GUARD RAIL PANELS C15X33.9 PERIMETER DECK BEAM OR EXPOSED STRUCTURAL STEEL WIDE_ FLANGE, PAINTED 12 7771-- = y± r li 4 { -- f .-� y�j t 1 i' r F RAFTER RE: STRUCT W/ v 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 SIDING MATERIAL, VARIES FINISI LIGHT W/ R/ to r i •• 1 1/2" = 1' -0" WALL DETAIL 1 1/2" = l' -0" 2X4 FURRED WALL W/ / BATT INSUL., TYP. S/" DRYWALL, TYP. EXPANSION MATERIAL CONC. SLAB RE: STRUCT.. 10MIL. VAPOR BARRIER t1 0/ R -10 MIN. RIGID FOAM INSULATION �S 4" FREE DRAINING GRAVEL, NO FINES WATER STOP, TYP. CONC FTG RE: STRUCT. — yr �i Zvi FOUNDATIC}N DETAIL INSULATION W/ 1/" MAILABLE OSBTOPSHEET METAL STANDING SEAM ROOF SELF - ADHERING, RUBBERIZED ASPHALT ROOFING UNDERLAYMENT Ufa" CDX PLYWD CONTINUOUS EAVE NAILER TO MATCH HEIGHT OF RIGID INSULATION METAL FLASHING TO MATCH ROOFING MATERIAL 6" z ROUND METAL GUTTER TO MATCH ROOFING MATERIAL 2x12 OR 2X14 (PER RAFTER SIZE) FASCIA CONTINUOUS SUBFASCIA 1x4 V- GROOVE T &G SOFFIT r , ER FLASHING; SEAL LAPS \NT ;T. PLYWD. SHEATHING ONE VENEER )ING PAPER T BITUTHANE; EXTEND MEMBRANE 12" MIN. PRIMED SHEATHING r • 111: to 21 W.110 1KORTAM 2 0 12 21.9 0 2 Niel 2 • i73e�7±TiT: 1 • r i :• • i •i T BITUTHANE -RETE FOUNDATION WALL # r • • WIN r•+ m ... r: cs 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 • it i • r+ i• • 111*14MIN Leff U tell "J • REM- — oa cn fV rte. . ^ct J O �c cy, •ct c> ry r-.4 w '= J d -:c w 2 0 E— w c+ r-. L,tJ PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD #1 08.10.07 ... +r. _ ,.. _. i PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 CD #1 08.10.07 BLACK PAINTED REVEAL 5/8" WALL BOARD W/ METAL 1 -MOULD @ TOP. ! 3" = 11 -011 i i RAND -RAIL PER TRIM PACKAGE G d BLOCKING AS RE D. f QUARTZITE TILE AND MORTAR BAD OVER LIGHT WEIGHT CONC WITH RADIANT HEAT TUBING, TYP, AT GRADE TERRACES T.O. FIN DECK .h C15x33.9 STEEL C- CHANEL BELLY BAND CONCRETE FOUNDATION WALL AND SLAB, SEE STRUCT. METAL FLASHING SECURED UNDER C- CHANEL _yAj k • 1 1/2" = V -0" 1 1/2" = V -0" 6" STONE VENEEF. 1 1/2" = 1' -0" RAINSCREEN 0/ BUILDING PAPER O /EXTERIOR SHEATHING LAP 0/ CORTEN FLASHING BELOW 1X10 SMOOTH SAWN RED CEDAR SIDING HOLD %" OFF FLASHING +3617' METAL FLASHING CAP 4" SANDSTONE CAP AT THE TOP OF STONE VENEER, SLOPE TO DRAIN, TYP. JAI j i • j' i ! ! !•i 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 11/2 - 2" LIGHTWEIGHT TOPPING W /HYDRONIC SNOW MELT TUBING, VFY THICKNESS W/ FINISH MAT'L - DRAINAGE MAT ASPHALTIC PROTECTION BOARD FABRIC - MONOLITHIC MEMBRANE W/ FLEX FLASH F REINFORCEMENT FABRIC & HYDROFLEX 30 CAP SHEET - 6" CONC SLB SLOPING TO 4 " AT DRAIN O /STEEL DECKING, RE: STRUCT FLOOR FRAMING PER STRUCTURAL DRAIN PIPE -- RE: MECH. DWGS FOR ROUTING & SIZE a 2X6 CEDAR TRIP BLOCKING 1x10 WEST' CEDAR LAP GRADE A 0 BLDG PAPEI 2" PLYWD S IN Q 3" = 11 -0" ;11 71" SLOPE O O ^s IN n••i i •r i v CL v� v oa —C ►"J II� • D Act Ln , ,= 00 0� O r-: rte•. Q r-. �c c c= vujr-• � v a r- 0 ,., dh ,� ... f i PROJECT: DRAWN BY: DATE: 08.10.07 REVISIONS: PERMIT 06.11.07 0#1 08.10.07 �1 HEAD HEIGHT +8'-0" AFF I T.O. SUBFLOOR T.O. SUBFLOOR R.O. W1 AWNING WINDOW 2'-7" R.O. r. C5 FN re Fy) `v! Y i� AWNING WINDOW IN 41-711 R.O. WINDOW 12" AFF @ ROOM 301A 1111,1 ll� 2\ CASEMENT WINDOW vEG EGRESS 21-111 0 I W1 FIXED WINDOW 21-711 R.O. PICTURE WINDOW TEMPERED oa 00 �� PICTURE WINDOW 0 cr- R.O. R.O. 51-111 R.O. V/ y�3� AWNING WINDOW 61-111 R.O. ----- ---- --- �� AWNING WINDOW 11 In No 4'-4a" iv FIXED WINDOW UNIT TEMPERED MI C? 60 FIXED WINDOW UNIT TEMPERED 1.9 51-111 R.O. I 11 R.O. - ------------ ---- -- - --- X PICTURE WINDOW W9 CASEMENT WINDOW TEMPERED EXTERIOR WINDOW AND SCHEDULE e-4 KEY: A=ACTIVE LEAF; T=TEMPERED; E=EGRESS EXTERIOR WINDOW WINDOW AND SCHEDULE UJ KEY: A=ACTIVE LEAF; T=TEMPERED; E=EGRESS WINDOW TYPE! FRAME WINDOW WINDOW MANUFACTURER'S TYPE/ FRAME WINDOW WINDOW MANUFACTURER'S NO. MANUF. MATT. SIZE R.O. CALL GLAZING* REMARKS NO, MANUR MATT, SIZE R.O. CALL GLAZING* REMARKS W x H W x H NUMBER Dl W x H W x H NUMBER Wl JELD-WEN ALUM. CLAD 54-011 x 21-011 5'-1" x 2'-1" CCA6024 LOW E 11 AWNING UNIT JELD WEN ALUM. CLAD 11'-8" x 7'-6" ill-911 x 71-811 LOW E 11 SLIDING - EXTERIOR PATIO DOOR QUAD UNIT W2 WOOD WINDOWS 4'-6" x 5'4"' 4t-711 x 51-111 CCCFR5660 FRENCH EGRESS CASEMENT D2 JELD WEN WOOD DOORS 6'-0" x 7'-611 61-411 x 71-811 INSWING - EXTERIOR PATIO DOUBLE DOOR wl GLASS INSERT W3 2'-6" x 7'-0" 2'-7" x 7'-1" CCC3084 PICTURE UNIT D3 JELD WEN 4'-10" x 7'-6" 4'-11.5" x 7'-8" INSWING - EXTERIOR PATIO DOOR w/ GLASS INSERT W4 NOT USED CHGW6050 D4 JELD WEN 71-811 x 71-611 7'-11 1/8" x 7'-8" SLIDING - EXTERIOR PATIO DOOR QUAD UNIT W5 61-011 x 51-01111 6'-1" x 5'-1" CCC3660-2 CASEMENT UNIT D5 JELD WEN 7'-0" x 7'-6" 71-111 x 71-81' W6 NOT USED CA3642-21 D6 TBD METAL 91-011 x 81-011 GARAGE DOOR W7 3'-0" x 6'-0" 31-111 x 61-111 CC3672 PICTURE UNIT D7 TBD METAL 91-611 x 8,-0" 7'-11 1/8" x 7'-8" GARAGE DOOR W8 5'-0" x 71-011 51-111 x 71-111 CUSTOM PICTURE UNIT (T) D8 TBD TBD 31-61' x 71-611 3'-7 1/2" x 7'-8" EXTERIOR INSWING FRONT DOOR TBD W9 61-011 x 4'-0" 61-11' x 4'-1" CC3648-21 CASEMENT UNIT Dq TBD TBD 3' -6" x 7'-6" 3'-7 1/2" x 7'-8" EXTERIOR INSWING FRONT DOOR TBD W10 2'-6" x 21-611 2'-7" x 2'-7" CC3030 CASEMENT UNIT W10a 21-611 x 21-611 21-711 x 21-711 CCP3030 FIXED CASEMENT WINDOW Wil 21-011 x 21-011 21-111 x 2'-1" CCP2424 FIXED CASEMENT WINDOW W12 31-611 x 41-611 3'-7 1/2" x 4'-7 1/2" CCP4254 PICTURE UNIT W13 51-011 x 21-011 51-111 x 21-111 CA6024-11 AWNING UNIT W14 6'-0" x 21-0" 61-1" x 21-111 CA7224-11 AWNING UNIT W15 TBD 9'-0" x 17'-0" TBD CHANNEL GLASS PICTURE UNIT I W16 1 1 141-0" x 7t-611 4' -4 5116" x 7'-8" ICNGPDT40?? I I PICTURE UNIT m 0 • • oct co ZA 140 0" e-4 UJ CK C)r" e14 -.04 low t--) ca Cr% 4=0 • LLJ C> ti LLJ m 0 • • oct P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 WINDOW AND DOOR SCHEDULE A601 -.04 low 4=0 • P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 WINDOW AND DOOR SCHEDULE A601 %" DI 2 x H SHIM HEAC TRIM, JAMB STOP INTEF Typ. 311=11-0.1 INTEI Typ. JAME TRIM THRI Woc woc 211 G' CARF 1--VD � O �®R Sl LL TRIM D ET A IL 311=11-011 BASE TRIM, DETAIL " J3"=1'-0" If MA"y _MM mrJaUffAinis 3.1=11-011 SINGLE PANEL CH DOORS WITH FLA7 AND RAILS, TYP. all 311 8 8 iI all 4r� BASE TRIM _Awffr r& R-.125" 12 HANDRAIL TRIM 311=11-011 INTERIOR DOOR SCHEDULE MASTER DR. NO. ROOM NO. DOOR NO. ROOM NAME DOOR PANELS REMARKS HARDWARE size R.O. SWING HINGES THICK- NESS MATT THRESH- OLD MAT'L 101 1 LL FAMILY ROOM A PASSAGE T-4" x T-O" 2'-5 X T-3 '12" LH 3 1.3/4" CHERRY NONE INTERIOR SINGLE PANEL SHAKER DOOR 2 102 1 GUEST BATH 2A PRIVACY 2'-4' x T-W 2' -S 1 " x T -3 RH STONE INTERIOR SINGLE PANEL SHAKER DOOR 3 103 1 GUEST BED 2A SPECIAL 6'-0" x T-O" _Z, -1 " x 7' -3 1 BI-FOLD NONE BI•FOLD CLOSET DOOR 4 1 103 1 2 GUEST BED 2A PRIVACY 2'-6'* x T-01' 2'-7 1W x T-3 RH NONE INTERIOR SINGLE PANEL SHAKER DOOR 5 104 1 GUEST BED 3A SPECIAL 61-01' x 71-0" 6L.1 Y, x �T3 BI-FOLD NONE BI-FOLD CLOSET DOOR 6 104 2 GUEST BED 3A PRIVACY 2'-6" x 7'•0" I�LH NONE INTERIOR SINGLE PANEL SHAKER DOOR 7 105 1 GUEST BATH 3A PRIVACY 2'-4" x T-O" -5 x T-3 RH STONE 106 1 LAUNDRY ROOM A PASSAGE 2'-8" x T-0" _2' 2'-9 1h"" x 7'•3 1/2" LH STONE 9 108 1 GUEST MASTER A PRIVACY 3'-0" x T-011 3'•1 Y," -x7'-3 LH NONE 10 109 1 GUEST MSTR BATH A PRIVACY 2',4" x T-0" 2'-5 112" x T-3 ILH STONE 11 110 1 GUEST MSTR CLO A PASSAGE 2-4' x 7'-0" -5 %- x 7--3 1,4" RH NONE 12 113 1 MEDIA ROOM A PASSAGE 3--0" x T-0" _.2' 3' -1 Y2" x T-3 112" LH NONE 13 113 2 MEDIA ROOM A PASSAGE X-O" x T-0" T-1 %" x 7'-3 1/," LH NONE 14 114 1 MECH ROOM A PASSAGE 3'-0" x T-0" T-1 12" x T-3 1/2" LH NONE 20 MINUTE FIRE RATED DOOR W/ SPRING HINGE DR CLOSER 15 151 2 LL STAIR HALL B PASSAGE 2'-6" x T-O" LH NONE INTERIOR SINGLE PANEL SHAKER DOOR 16 153 1 LL MASTER BATH 8 PRIVACY 1 T-41" x T-O" 2'-5 W x T-3 IW' LH STONE 17 153 2 LL MASTER BATH 8 PRIVACY x T-0" x T-3 1 LH NONE 18 154 1 LL MASTER CLO 1B PASSAGE _2L2" 21-411 x 71-011 2'-5 'A" x T-3 112" RH NONE 19 156 1 LL MASTER BED 8 PASSAGE 2' ,8" x T.O" T-9 Y2" x T-3 LH NONE 20 157 1 MECH ROOM 8 PASSAGE 31-0" x T-0" 3" -1 13" x T-3 RH NONE 20 MINUTE FIRE RATE ) DOOR W/ SPRING HINGE DR CLOSER 21 158 1 LAUNDRY ROOM B PASSAGE 31-0" x 71-0" 3'-1 T-3 112" LH NONE INTERIOR SINGLE PANEL SHAKER DOOR 22 159 1 GUEST BED ONE 8 SPECIAL 5'-0" x 71-0" 5' x �:�-lx BI-FOLD NONE BI-FOLD CLOSET DOOR 23 159 2 GUEST BED ONE 8 PRIVACY 2'-6" x 7'-0** a%,"X 2'-7 x T-3 LH NONE INTERIOR SINGLE PANEL SHAKER DOOR 24 160 1 GUEST BATH 18 PRIVACY 2-4" x T-El" 7 �_31 -5 �1" x T �-31 'x RH RH E STONE INTERIOR SINGLE PANEL SHAKER DOOR 25 161 1 GUEST BED TWO B SPECIAL T-O" x T-O" _�2 51-1 1 x T-3 1 81-FOLD NONE BI-FOLD CLOSET DOOR 26 161 2 GUEST BED TWO B PRIVACY 2'•6" x T-O" I& x T-3 2 T x �. RH R NONE INTERIOR SINGLE PANEL SHAKER DOOR 27 162 -1 GUEST BATH 2B PRIVACY 2'4" x 7'-0" _I�L7 2*-5/," x V-3 RH STONE 28 203 1 POWDER -ROOM A PRIVACY T-6" x T-O" 2'-7 %' x 7' -3 RH STONE 29 206 1 PANTRY A PASSAGE 2'-6- x T-o' 2:-7 'K' x 7-3 'h" RH NONE 30 207 1 MUD ROOM A PASSAGE 3'-0" x 71-0" 3'-1 %" x 7'-3 1/2" RH NONE 31 207 2 MUD ROOM A LOCK-SET W/DB 31-01' x 71-0" 3'-1 Yj" x V-3 RH NONE 20 MINUTE FIRE RATED DOOR W/ SPRING HINGE DR CLOSER 32 210 1 MASTER BATH A PRIVACY 2'-4" x T-0" -5 x T-3 Ell aO NE INTERIOR SINGLE PANEL SHAKER DOD 33 210 2 MASTER BATH A PRIVACY 2'-2" x 7'•0" 2' -3 x 7-3 LH NONE 4 211 1 MASTER CLOSET A PASSAGE 2'-4" x V-0" -.5 x T -3 LH NONE 35 212 1 MASTER BEDROOM A PRIVACY 3'-0" x 71-01' 3' -1 x 7'-3 112" LH NONE 36 251 1 ENTRY GALLERY B PASSAGE 31-011 x 71-011 T-1 1/2" x 7"3 %" LH NONE 37 253 1 POWDER ROOM B PRIVACY 2'-4" x 7'-0" -5 �111 x 71-31 11 LH STONE 38 254 1 LIVING ROOM 8 PASSAGE 3'-0' X W-O" -1 �'X W�-11 " �H STONE NE 39 257 1 1 MUD ROOM 8 LOCK-SET W1 DB T-O' x T-O" 3'-1 Y2" x 7'-3 112" LH NON 20 MINUTE FIRE RATED DOOR W/ SPRING HINGE DR CLOSER 40 302 1 UL OFFICE BATH A PRIVACY 2'-4' x 71-0" 2'-5 W X V-3 W LH STONE INTERIOR SINGLE PANEL SHAKER DOOR 41 302 2 UL OFFICE BATH A PRIVACY 2'-4" x 7*-0" 1 " x T -3 1 " RH STONE 42 303 1 UL BED CLOSET A joumw 4'-6" x T-O" _2jz5 N/A NONE 43 303 2 UL BED CLOSET A IDUMMY 1 4'-6" X T-O" _4•_7 �2" X �V-3 N/A NONE 44 304 1 UL LOFT BEDRM A IPRIVACY 1 3'-0" x T-E)" _4L7 X 7'-- Z �_ RH NONE I I I -31 INTERIOR DOOR SCHEDULE • pri-mo 0 P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 WINDOW AND DOOR SCHEDULE A602 r. Lin LZ L^ "Am e-4 • C7, low LLJ 11-- -wo Cl= O -rc Lj.j P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 WINDOW AND DOOR SCHEDULE A602 low -wo P R O J E C T : DRAWN BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 WINDOW AND DOOR SCHEDULE A602 BLDG PAPER; HOLD BACK 3" ALL SIDES OF WOW 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 2X3 SMOOTH SAWN RED CEDAR LINTEL INSTALL FLUSH w/ JAMB SEALANT AND BACKER ROD, TYP. JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) JAMB TYP. EXTERIOR EXTERIOR JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) SEALANT AND BACKER ROD, TYP. STONE SILL 3X6 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. �og t A ol -a FT.Al g W—MIWE JELD-WEN CLAD WINDOWS; JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS INTEGRATED FIXED SCREENS LINE OF SILL, BELOW SEE (SEE BLDG ELEVATIONS) LINE OF SILL, BELOW SEE (SEE BLDG ELEVATIONS) TRIM DETAIL SHEET TRIM DETAIL SHEET EXTERIOR SEALANT AND SEALANT AND BACKER ROD, TYP. EXTERIOR BACKER ROD, TYP. SEALANT AND SEALANT AND BACKER ROD, TYP, BACKER ROD, TYP. 2" DEEP +/-24" WIDE STONE SILL BELOW STONE SILL BELOW ------ SANDSTONE CAP SLOPE MIN. 1/4" PER FOOT 2X3 SMOOTH SAWN RED CHERRY CASING SEE CHERRY CASING SEE 2X3 SMOOTH SAWN RED TRIM DETAIL SHEET FLASH UNDER SIDING AT CEDAR JAMB INSTALL TRIM DETAIL SHEET CEDAR JAMB INSTALL WALL. FLUSH wl SILL FLUSH w/ SILL SHIM SPACE L SHIM SPACE PER STRUCT. I PER STRUCT. /, � j ! % i r �� ' ./ /� ( - 1' I 1 � i �} it ti INTERIOR 8 OW JAMB AT STONE RETURN DETAIL WINDOW JAMB AT STONE RETURN DETAIL _0 FEXTERIOR] EXTERIOR ZINC PLATE SIDING CONST. SEE DETAIL - METAL FLASHING W/ LINE OF SILL, BELOW SEE HEMMED DRIP EDGE PAINT LINE OF SILL, BELOW SEE TBD TRIM DETAIL SHEET BLDG PAPER; HOLD BACK 3" TYP. LAP SIDING WALL ALL SIDES OF WOW PER CONST, SEE DETAIL - MANUF. SPEC. BACKER ROD, TYP. VYCOR PLUS, OR SIM. ON HEADER PER STRUCT. ALL SIDES OF OPENING W/ TRIM DETAIL SHEET 30# FELT OVERLAY; LAP 12" SHIM SPACE JOINT OVER FLASHING SHIM SPACE CEDAR LINTEL INSTALL CHERRY CASING SEE TRIM FLUSH w/ JAMB DETAILS 2X SMOOTH SAWN RED 1/2" SHIM SPACE CEDAR LINTEL INSTALL SEALANT AND FLUSH w/JAMB BACKER ROD, TYP. SEALANT AND SEALANT AND BACKER ROD, TYP, BACKER ROD, TYP. SCREENS (SEE BLDG CHERRY JAMB SEE DETAILS JELD-WEN CLAD WINDOWS; TYP. MASONRY WALL NOTED UNITS TO HAVE CHERRY JAMB SEE DETAILS INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) JAMB TYP. W—MIWE JELD-WEN CLAD WINDOWS; JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS INTEGRATED FIXED SCREENS LINE OF SILL, BELOW SEE (SEE BLDG ELEVATIONS) LINE OF SILL, BELOW SEE (SEE BLDG ELEVATIONS) TRIM DETAIL SHEET TRIM DETAIL SHEET EXTERIOR SEALANT AND SEALANT AND BACKER ROD, TYP. EXTERIOR BACKER ROD, TYP. SEALANT AND SEALANT AND BACKER ROD, TYP, BACKER ROD, TYP. 2" DEEP +/-24" WIDE STONE SILL BELOW STONE SILL BELOW ------ SANDSTONE CAP SLOPE MIN. 1/4" PER FOOT 2X3 SMOOTH SAWN RED CHERRY CASING SEE CHERRY CASING SEE 2X3 SMOOTH SAWN RED TRIM DETAIL SHEET FLASH UNDER SIDING AT CEDAR JAMB INSTALL TRIM DETAIL SHEET CEDAR JAMB INSTALL WALL. FLUSH wl SILL FLUSH w/ SILL SHIM SPACE L SHIM SPACE PER STRUCT. I PER STRUCT. /, � j ! % i r �� ' ./ /� ( - 1' I 1 � i �} it ti INTERIOR 8 OW JAMB AT STONE RETURN DETAIL WINDOW JAMB AT STONE RETURN DETAIL _0 FEXTERIOR] EXTERIOR Y2" SHIM SPACE 2X KING STUD TYP. MASONRY WALL CONST. SEE DETAIL - 2X 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. ZINC PANEL SIDING 4 TYP. 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. 2X SMOOTH SAWN RED CEDAR SILL wl DRIP KERF SLOPE TOP MIN.J" 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. ZINC PANEL SIDING -�BAY WINDOW SILL DETAIL INTERIOR P. TYP. N TYP 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 COPPER FLASHING STONE VENEER TYP. VENEER SUPORT PER STRUCT. METAL FLASHING W/ HEMMED DRIP EDGE PAINT TO MATCH STONE 3X6 SMOOTH SAWN RED CEDAR LINTEL INSTALL FLUSH w/ JAMB SEALANT AND BACKER ROD, TYP. JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) CEDARJAMB WINDOW �HE A DA T�S T �ON E �DE T �Al L� EXTERIOR EXTERIOR JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) SEALANT AND BACKER ROD, TYP. STONE SILL 3X6 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 WOW PER MANUF. SPEC. EXTERIOR JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) PREPARED SILL PAN W1 END DAMS PER MANUF. SPEC, SEALANT AND BACKER ROD, TYP. STONE SILL W/ TAPERED TOP EDGE @ MIN. Y4" PER FT. INSTALL PROUD OF VENEER 3/4-11/2" METAL FLASHING W/ HEMMED DRIP EDGE PAINT TO MATCH STONE 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 W1 30# FELT BLDG PAPER; HOLD BACK 3" ALL SIDES OF WOW PER MANUF. SPEC. WINDOW SILL AT STONE DETAIL W TYP. MASONRY WALL JELD-WEN CLAD WINDOWS; CONST. SEE DETAIL - NOTED UNITS TO HAVE LINE OF SILL, BELOW SEE INTEGRATED FIXED SCREENS LINE OF SILL, BELOW SEE (SEE BLDG ELEVATIONS) — TRIM DETAIL SHEET ALL SIDES OF OPENING W/ SEALANT AND SEALANT AND BACKER ROD, TYP, — BACKER ROD, TYP. METAL FLASHING W/ CHERRY CASING SEE HEMMED DRIP EDGE PAINT TRIM DETAIL SHEET TBD Y2" SHIM SPACE 2X KING STUD TYP. MASONRY WALL CONST. SEE DETAIL - 2X 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. ZINC PANEL SIDING 4 TYP. 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. 2X SMOOTH SAWN RED CEDAR SILL wl DRIP KERF SLOPE TOP MIN.J" 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. ZINC PANEL SIDING -�BAY WINDOW SILL DETAIL INTERIOR P. TYP. N TYP 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 COPPER FLASHING STONE VENEER TYP. VENEER SUPORT PER STRUCT. METAL FLASHING W/ HEMMED DRIP EDGE PAINT TO MATCH STONE 3X6 SMOOTH SAWN RED CEDAR LINTEL INSTALL FLUSH w/ JAMB SEALANT AND BACKER ROD, TYP. JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) CEDARJAMB WINDOW �HE A DA T�S T �ON E �DE T �Al L� EXTERIOR EXTERIOR JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) SEALANT AND BACKER ROD, TYP. STONE SILL 3X6 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 WOW PER MANUF. SPEC. EXTERIOR JELD-WEN CLAD WINDOWS; NOTED UNITS TO HAVE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) PREPARED SILL PAN W1 END DAMS PER MANUF. SPEC, SEALANT AND BACKER ROD, TYP. STONE SILL W/ TAPERED TOP EDGE @ MIN. Y4" PER FT. INSTALL PROUD OF VENEER 3/4-11/2" METAL FLASHING W/ HEMMED DRIP EDGE PAINT TO MATCH STONE 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 W1 30# FELT BLDG PAPER; HOLD BACK 3" ALL SIDES OF WOW PER MANUF. SPEC. WINDOW SILL AT STONE DETAIL W TYP. MASONRY WALL BLDG PAPER; HOLD BACK 3" CONST. SEE DETAIL - ALL SIDES OF WDW PER LINE OF SILL, BELOW SEE MANUF. SPEC. VYCOR PLUS, OR SIM. ON TRIM DETAIL SHEET ALL SIDES OF OPENING W/ 30# FELT OVERLAY; LAP SEALANT AND JOINT OVER FLASHING BACKER ROD, TYP. METAL FLASHING W/ HEADER PER STRUCT. HEMMED DRIP EDGE PAINT CHERRY CASING SEE TBD 12" SHIM SPACE 2X3 SMOOTH SAWN RED CHERRY CASING SEE TRIM CEDAR LINTEL INSTALL DETAILS FLUSH w/ JAMB SEALANT AND 1/2" SHIM SPACE BACKER ROD, TYP. SEALANT AND JELD-WEN CLAD WINDOWS; BACKER ROD, TYP. NOTED UNITS TO HAVE O INTEGRATED FIXED SCREENS (SEE BLDG CHERRY JAMB SEE DETAILS ELEVATIONS) TYP. MASONRY WALL JAMB TYP. EXTERIOR � 11 ii 1 A 1 1 l�! EXTERIOR SEALANT AND BACKER ROD, TYP CHERRY CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS Y2" SHIM SPACE TYP. MASONRY WALL CONST. SEE DETAIL - 11118110 AV 0 A I 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. 2X3 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. WOOD SIDING TYP. TYP. LAP SIDING WALL CONST. SEE DETAIL - HEADER PER STRUCT, SHIM SPACE CHERRY CASING SEE TRIM DETAILS SEALANT AND BACKER ROD, TYP. CHERRY JAMB SEE DETAILS INTERIOR LINE OF SILL, BELOW SEE TRIM DETAIL SHEET SEALANT AND BACKER ROD, TYP. CHERRY CASING SEE TRIM DETAIL SHEET Y2" SHIM SPACE PER STRUCT. TYP. LAP SIDING WALL CONST. SEE DETAIL - ICI SEALANT AND BACKER ROD, TYP. CHERRY CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS SHIM SPACE TYP. LAP SIDING WALL CONST. SEE DETAIL - JELD-WEN CLAD WINDOWS; Aft NOTED UNITS TO HAVE LINE OF SILL, BELOW SEE INTEGRATED FIXED SCREENS (SEE BLDG ELEVATIONS) — TRIM DETAIL SHEET SEALANT AND SEALANT AND BACKER ROD, TYP, — BACKER ROD, TYP. (3.5 SILL — CHERRY CASING SEE ge- TRIM DETAIL SHEET -ct 2X3 SMOOTH SAWN RED CEDAR JAMB INSTALL — FLUSH w/ SILL 1/2" SHIM SPACE VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# 2X KING STUD FELT OVERLAY — O BLDG PAPER; HOLD BACK 3" ALL SIDES OF WDW PER MANUF. SPEC. — TYP. MASONRY WALL CONST, SEE DETAIL - SEALANT AND BACKER ROD, TYP CHERRY CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS Y2" SHIM SPACE TYP. MASONRY WALL CONST. SEE DETAIL - 11118110 AV 0 A I 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. 2X3 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. WOOD SIDING TYP. TYP. LAP SIDING WALL CONST. SEE DETAIL - HEADER PER STRUCT, SHIM SPACE CHERRY CASING SEE TRIM DETAILS SEALANT AND BACKER ROD, TYP. CHERRY JAMB SEE DETAILS INTERIOR LINE OF SILL, BELOW SEE TRIM DETAIL SHEET SEALANT AND BACKER ROD, TYP. CHERRY CASING SEE TRIM DETAIL SHEET Y2" SHIM SPACE PER STRUCT. TYP. LAP SIDING WALL CONST. SEE DETAIL - ICI SEALANT AND BACKER ROD, TYP. CHERRY CASING; SEE TRIM DETAIL SHEET FOR SPECIFICATIONS SHIM SPACE TYP. LAP SIDING WALL CONST. SEE DETAIL - • 0 Aft co c> N -: rl_ Lu C)" (3.5 ge- CT -ct L.Lj Vf Lu O • 0 P R O J E C T : • DRAWN BY: D A T E: 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D# 1 08.10.07 ��1 Aft DRAWN BY: D A T E: 08.10.07 R E V I S I O N S : PERMIT 06.11.07 (D# 1 08.10.07 ��1 -COPPER PAN FLASHING W/ 1" UPTURNED EDGE & END DAMS (FULLY SOLDERED) SET IN A CONTINUOUS BED OF SEALANT FINISH FLOOR BACKER ROD & SEALANT BLOCKING go ALL MECHANICAL OPERATORS AND EQUIPMENT PER ALL SIDES OF OPENING W/ MANUFACTURER'S SPECIFICATIONS 2X WALL W/ R-21 JOINT OVER FLASHING *INSTALLER TO FIELD VERIFY INDICATED SIZES co x 3: CN uj cr ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE COPPER FLASHING QUARTSITE TILES IN MORTAR BED W/ ul (D z 2x3 SS CEDAR TRIM 5; LEGS & HEAD uj (L 0 1x8 RS CEDAR BUCK LEGS a L uj & HEAD 2 cc: GARAGE DOOR TBD L rAivim 0 = W-8 Q 'A i a WA an 2X WALL W1 R-21 INSULATION %" DRYWAL VAPOR BAR %" SHIM SR INTERIOR CHERRY CAS TYP. SEE TRI DETAILS DOORJAMB -COPPER PAN FLASHING W/ I" UPTURNED EDGE & END DAMS (FULLY SOLDERED) SET IN A CONTINUOUS BED OF SEALANT FINISH FLOOR [EXTERIOR EXTERIOR STONE VENEER BLDG PAPER; HOLD BACK 3" ALL SIDES OF WOW PER MANUF. SPEC, 3X6 SMOOTH SAWN RED CEDAR TRIM. SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE MON1961411 mommm VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY; LAP FLASHING 2X WALL W/ R-21 INSULATION %"DRYWALI VAPOR BARF 1/2" SHIM SPA INTERiQR CHERRY CAST TYP. SEE TRIP DETAILS DOORJAMB 1:019:3 111 M' Mi!' Fil I& R ;; HOLD BACK 5 OF DOOR IUF. SPEC. TYP. 5, OR SIM. ON )F OPENING W/ VERLAY; LAP FLASHING ;HING W/ UP EDGE PAINT H SAWN RED ID D' TYP. LAD DOOR, SEE INDOW AND DOOR ERIOR EXTERIOR LAP SIDING TYP. BLDG PAPER; HOLD BACK 3" ALL SIDES OF DOOR OR PER MANUF. SPEC. 2X3 SMOOTH SAWN RED CEDAR TRIM. SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE EB-TY HIDDEN FASTENER SYSTEM TO ATTACH IPE DECKING TO FLOATING SUB-FRAME U 4— cu Illm—MU F�� 0 • 140 co ems' r-4 C> -::c CD 011 uj c:p" C•4 cp, W A LAJ P R O J E C T : D R A W N BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 DOOR DETAILS we ul VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY; LAP 2X WALL W/ R-21 JOINT OVER FLASHING INSULATION STONE VENEER DRYWALL BLDG PAPER; HOLD BACK 3" ALL SIDES OF DOOR OR PER MANUF. SPEC. VAPOR BARRIER SUPPORT PER STRUCT. SHIM SPACE COPPER FLASHING W/ HEMMED DRIP EDGE F INTERIOR D f CHERRY CASING TYP. SEE TRIM DETAILS 3X6 SMOOTH SAWN RED DOOR JAMB CEDAR TRIM. SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE L rAivim 0 = W-8 Q 'A i a WA an 2X WALL W1 R-21 INSULATION %" DRYWAL VAPOR BAR %" SHIM SR INTERIOR CHERRY CAS TYP. SEE TRI DETAILS DOORJAMB -COPPER PAN FLASHING W/ I" UPTURNED EDGE & END DAMS (FULLY SOLDERED) SET IN A CONTINUOUS BED OF SEALANT FINISH FLOOR [EXTERIOR EXTERIOR STONE VENEER BLDG PAPER; HOLD BACK 3" ALL SIDES OF WOW PER MANUF. SPEC, 3X6 SMOOTH SAWN RED CEDAR TRIM. SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE MON1961411 mommm VYCOR PLUS, OR SIM. ON ALL SIDES OF OPENING W/ 30# FELT OVERLAY; LAP FLASHING 2X WALL W/ R-21 INSULATION %"DRYWALI VAPOR BARF 1/2" SHIM SPA INTERiQR CHERRY CAST TYP. SEE TRIP DETAILS DOORJAMB 1:019:3 111 M' Mi!' Fil I& R ;; HOLD BACK 5 OF DOOR IUF. SPEC. TYP. 5, OR SIM. ON )F OPENING W/ VERLAY; LAP FLASHING ;HING W/ UP EDGE PAINT H SAWN RED ID D' TYP. LAD DOOR, SEE INDOW AND DOOR ERIOR EXTERIOR LAP SIDING TYP. BLDG PAPER; HOLD BACK 3" ALL SIDES OF DOOR OR PER MANUF. SPEC. 2X3 SMOOTH SAWN RED CEDAR TRIM. SEALANT AND BACKER ROD, TYP. ALUMINUM CLAD DOOR, SEE EXTERIOR WINDOW AND DOOR SCHEDULE EB-TY HIDDEN FASTENER SYSTEM TO ATTACH IPE DECKING TO FLOATING SUB-FRAME U 4— cu Illm—MU F�� 0 • 140 co ems' r-4 C> -::c CD 011 uj c:p" C•4 cp, W A LAJ P R O J E C T : D R A W N BY: D A T E : 08.10.07 R E V I S I O N S : PERMIT 06.11.07 CD# 1 08.10.07 DOOR DETAILS we ul DESIGN CRITERIA: Potato Patch House 32 #0705 -10 Roof Live Load (Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf Roof Dead Load ----------------------------- - - - - -- 15 psf Floor Live Load ------------------------------ - - - - -- 40 psf Floor Dead Load ----------------------------- - - - - -- 30 psf Deck Live Load ------------------------------ - - - - -- 100 psf Deck Dead Load ----------------------------- - - - - -- 15 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. 8) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC /IRC Edition ------------------------------ - - - - -- 2003 FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 2000 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using a lateral pressure of 60 pcf. C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report #06193 by LKP Engineering. The contractor shall follow the construction requirements from this some report. e. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. f. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Report any discrepancies from original findings to structural engineer for re- evoluation of foundation design. g. Bockfill around and above structural buttresses and retaining walls shall be compaction - tested per the recommendations of the geotechnical engineer. h. Do not bockfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. i. Verify type of fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1 -11 sulfate- resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall have sawn or tooled control joints at a maximum spacing of 15' -0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists ( #11 bar and smaller) 3/4" B. Beams, columns 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. C. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC INCH -POUND #10 #3 #13 #4 16 #19 #6 #25 #8 29 9 #32 #10 #36 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. C. Built -up posts shall consist of Douglas Fir -Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center along each stud. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir - Lorch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure - treated Hem Fir #2. f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, shall have a continuous waterproof membrane between the concrete and the wood. g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 2x6 bearing block. Provide %" clearance around end of wood beam. Block against sides of beam pocket with treated 2x blocking to provide lateral support for beam. h. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. L Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings (2003 IBC Table 2304.9.1). j. Bolts used for wood framing connections shall be 'installed with standard washers and nuts. k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush - framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. 1. Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. M. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load carrying capacity and deflection criteria to BCI 6000 series joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required by the manufacturer. n. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi 2. Modulus of elasticity --------------------------- - - - - -- 1,900,000 psi 3. Tension parallel to grain ------------------------ - - - - -- 1850 psi 4. Compression parallel to grain --------------------- - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) --- - - - - -- 750 psi 6. Horizontal shear ----------------------------- - - - - -- 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams i) For two or three member beams, nail each member to the next with 3 rows of 16d nails at 12" o.c. ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 12" O.C. iii) For members consisting of more than four members, contact structural engineer. o. All lumber used in construction shall have a maximum moisture content of 19 %. p. Unless made of treated or naturally decay- resistant wood, all deck beams and joists (including glue -lams) wider than 11/2" shall be sealed and flashed at the top surface per architect. q. Framing Notes: 1. Exterior walls: A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12' -6 ", 2x6 studs @ 12" o.c. to a maximum height of 14' -6 ", and (2) -2x6 studs @ 16" to a maximum height of 17' -4" unless otherwise noted. Walls taller than 17' -4" shall be framed with manufactured laminated studs. Contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3) -2x1O headers over all door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 2. Interior Load Bearing Walls: A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) @ 16" o.c. with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. C. Provide (2) -2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 3. Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. 4. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof members (rafters or trusses) below overfromed areas to provide adequate lateral stability. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. See nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. Blocking material shall match rafter, truss chord, or lookout material. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear walls on plan have been designed to resist wind forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by engineer. STRUCTURAL GLUED LAMINATED TIMBER: a. Materials, manufacturer and quality control shall be in conformance with AITC Product Standard PS 66 -82, "Structural Glued Laminated Timber ". b. Laminated members shall be fabricated using Douglas Fir with the following combination symbols: 24F -V4 Simple -spon beams 24F -V8 Continuous or cantilever beams 3 Columns C. All members shall be Architectural Appearance Grade, unless indicated otherwise by the architect. d. Protect members from damage or exposure to moisture prior to and during construction. e. Adhesive shall meet the requirements for wet conditions of service. f. Do not camber laminated members unless indicated on the drawings. g. Portions of glued - laminated timbers that are exposed to weather and not protected by a roof or similar covering shall be pressure treated or be manufactured from naturally decay resistant wood. STRUCTURAL STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table 11 -A of the AISC Manual (ASD Ninth Edition). e. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: 1/2" diameter - - - - 2 1/2" 5/8" diameter - - - - 3" 3/4" diameter - - - - 4" f. Epoxy anchors called for on the drawings shall be "Epson" or "Rawl" or "Simpson" or approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. g. All welding shall be done by an AWS qualified welder. h. Delay painting within 3" of field welds until welds are completed. I. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. j. All grout beneath column base plates and steel beams at bearing shall be non- shrink, non - metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. STONE /BRICK VENEER: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: Openings to 4' -0" -------------- - - - - -- 3 1/2" x 3 1/2" x 1/4" Openings 4' -1" to 6' -0" - - - - - - - - - - - - - 4" x 3 1/2" x 1/4" Openings 6' -1" to 8' -0" - - - - - - - - - - - - - 5" x 3 1/2" x 1/4" Openings 8' -1" to 10' -0" ----- - - - - -- 6" x 3 1/2" x 5/16" (Multiple angles shall be oriented back -to -back) c. Stone or brick veneer shall be supported on dry -stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. C. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. d. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. e. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. f. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING a> m LOCATION 1. Joist to sill or girder 3 - 8d common toenail LONG LEG VERTICAL 3 - 3" x 0.131" nail ABOVE FINISHED GRADE LONGIT. 3 - 3" 14 gage staple ADJ. 2. Bridging to joist 2 - 8d common toenail each end ANCH. 2 - 3" x 0.131" nail LVL LAMINATED VENEER LUMBER 2 - 3" 14 gage staple APPROXIMATELY 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. wider than 1" x 6" subfloor to each joist 3 - 8d common face nail 5. 2 " subfloor to joist or girder 2 - 16d common blind and face nail 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail MAT'L 3" x 0.131" nail at 8" o.c. BLKG. BLOCKING 3" 14 gage staple at 12" o.c. MANUFACTURER Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels wall panel (4) -3" x 0.131" nail per 16" BOTTOM (N) (4) -3" 14 gage staple per 16" B.O.W. 7. Top plate to stud 2 - 16d common end nail BRG. 3 - 3" x 0.131" nail N.W. NORMAL WEIGHT 3 - 3" 14 gage staple CANTILEVER 8. Stud to sole plate 4 - 8d common toenail CONTROL JOINT 4 - 3" x 0.131" nail OPENING CMU 3 - 3" 14 gage staple OSB ORIENTED STRAND BOARD 2 - 16d common end nail R. 3 - 3" x 0.131" nail CLG. CEILING 3 - 3" 14 gage staple PLYWOOD 9. Double Studs 16d at 24" o.c. face nail POCKET 3" x 0.131" nail at 8" o.c. CLEARANCE R.O. 3" 14 gage staple at 8" o.c. COL. 10. Double top plates 16d at 16" o.c. typical face nail CONC. 3" x 0.131" nail at 12" o.c. REF. REFERENCE 3" 14 gage staple at 12" o.c. CONNECTION Double top plates 8 - 16d common lap splice CONTINUOUS 12 -3 "x0.131 "nail REQUIRED CONST. 12 - 3" 14 gage staple typical face nail RET. 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail C.W. CRIPPLE WALL 3 - 3" 14 gage staple ROUGH SAWN 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail SCHEDULE 3" x 0.131" nail at 6" o.c. DETAIL SECT. 3" 14 gage staple at 6" o.c. DIAL. 13. Top plates, laps and intersections 2 - 16d common face nail DWL. 3 - 3" x 0.131" nail SIM. SIMILAR 3 - 3" 14 gage staple DRAWING 14. Continuous header, two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common toenail E. i. 5 - 3" x 0.131" nail SQ. SQUARE 5 - 3" 14 gage staple ELEVATION 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, laps over portions 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" x nail STRUCT. STRUCTURAL 4 - 3" 14 gage staple gage EQUIVALENT 18. Ceiling joists to parallel rafters 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" x 0.131" nail 4 - 3" 14 gage staple TOP & BOTTOM 19. Rafter to plate 3 - 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nail EXPANSION T. 0. 3 - 3" 14 gage staple EXT. 20. 1" diagonal brace to each stud and plate 2 - 8d common 2 - 3" x 0.131" nail face nail F. D. 2 - 3" 14 gage staple T.O.F. 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall T.O.M. TOP OF MASONRY 23. Built -up corner studs 16d common 24" o.c. TOP OF WALL 3" x 0.131" nail 16" o.c. THRU 3" 14 gage staple 16" o.c. 24. Built -up girder and beams 20d common at 32" o.c. face nail at top and GALV. 3" x 0.131" nail at 24" o.c. bottom staggered on TREATED 3" 14 gage staple at 24" o.c. opposite sides TS 2 - 20d common face nail at ends and at GLUE -LAM 3 - 3" x 0.131" nail each splice GYP. 3 - 3" 14 gage staple U.N.O. 25. 2" planks 16d common at each bearing 26. Collar tie to rafter 3 - 10d common face nail HORIZONTAL 4 - 3" x 0.131" nail VERIFY IN FIELD HSS 4 - 3" 14 gage staple face nail W. F. 27. Jack rafter to hip 3 - 10d common toenail W. P. 4 - 3" x 0.131" nail INT. INTERIOR 4 - 3" 14 gage staple WELDED WIRE FABRIC INV. 2 - 16d common face nail WOOD 3 - 3" x 0.131" nail KING STUD W/ 3 - 3" 14 gage staple JST. 28. Roof rafter to 2 -by ridge beam 2 - 16d common toenail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 2 - 16d common face nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 29. Joist to band joist 3 - 16d common face nail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d common face nail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple 31. Wood structural panels and porticleboard:a 1/2" and less 8d`•' (per KRM)Q Subfloor, roof and wall sheathing 2 3/8" x 0.131" nail" (to framing): 1 314" x 16 gage° 19/32" to 3/4" 8d (per KRM)q 2 3/8" x 0.131" nailp 2" 16 gogep 7/8" to 1" 8d° 1 1/8" to 1 1/4" 10d or 8ds Single Floor (combination subfloor- 3/4" and less 8de (per KRM)4 underlayment to framing): 7/8" to 1" 8de 1 1/8" to 1 1/4" 10d or 8de 32. Panel siding (to framing) 1/2" or less 6df 5/8" 8df 33. Fiberboard sheathing:4 1/2" No. 11 gage roofing noilh 6d common nail No. 16 gage staples 25/32" No. 11 gage roofing no ilh 8d common nail No. 16 gage staple 34. Interior paneling 1/4" 4d3 3/8" 6dk NOTES TO TABLE 2304.9.1 For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails ore standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank. d. Common e. Deformed shank. f. Corrosion - resistant siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion - resistant roofing nails with 7/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sheathing and 1 3/4 inch length for 25/32 -inch sheathing. i. Corrosion- resistant staples with nominal 7/16 -inch crown and 1 1/8 inch length for 1/2 -inch sheathing and 1 1/2 inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted as "per KRM" have been changed from the IBC schedule to a more restrictive requirement. ABBREVIATION LIST A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING MAT'L MATERIAL BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT. BOTTOM (N) NEW B.O.W. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER 0. C. ON CENTER C. J. CONTROL JOINT OPNG. OPENING CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEM. CEMENT R. PLATE CLG. CEILING PLYWD. PLYWOOD CENTERLINE PKT. POCKET CLR. CLEARANCE R.O. ROUGH OPENING COL. COLUMN RAD. RADIUS CONC. CONCRETE REF. REFERENCE CONN. CONNECTION REINF. REINFORCE /REINFORCEMENT CONT. CONTINUOUS REQ'D REQUIRED CONST. CONSTRUCTION RET. RETAINING C. P. CRIPPLE POST REV. REVISION C.W. CRIPPLE WALL R.S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DIAL. DIAGONAL SHT. SHEET DWL. DOWEL SIM. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E. i. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER STL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUIV. EQUIVALENT T TRIMMER EXSTG. EXISTING T &B TOP & BOTTOM (E) EXISTING T &G TONGUE & GROOVE EXP. EXPANSION T. 0. TOP OF EXT. EXTERIOR T.O.C. TOP OF CONCRETE F. D. FLOOR DRAIN T.O.F. TOP OF FOOTING FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING T.O.W. TOP OF WALL FTG. FOOTING THRU THROUGH GA. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL TS TUBE STEEL COLUMN G.L. GLUE -LAM TYP. TYPICAL GYP. GYPSUM /GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HORIZ, HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W. F. WIDE FLANGE HT. HEIGHT W. P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED WD. WOOD K KING STUD W/ WITH JST. JOIST W/0 WITHOUT ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE - TREATED LUMBER S HA LL HAVE A SIM P SO N ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. X a I CONNECTION SCHEDULE ® SIMPSON H5 ® SIMPSON ITT3511.88 Q SIMPSON 81.86/14 08/23/2007 SIMPSON ITS1.81 /14 Q NOT USED Q SIMPSON LSSU210 Q JL4x4x1 /4x0' -8 1/2 W/ (3) -3/4 "0 THRU -BOLTS IN EA. LEG C SIMPSON LSSU125 © NOT USED r� r• SIMPSON LSSU410 (p SIMPSON LUS210 I- J SIMPSON LUS28 co V) ..� . S N HW816 .� SIMPSON IUT3512 O U SIMPSON B1.86/16 L0 I'` hr� u7 J L 4x4x1 /4x0' -5 1/2 W/ (2) -3/4 "0 THRU -BOLTS EA. LEG L L 4x4x1 /4xO' -5 1/2 W/ (2) -3/4 "0 THRU -BOLTS EA. LEG ® (3) -3/4 "0 THRU -BOLTS d SIMPSON MIT3516 T{} SIMPSON ITT3514 Q SIMPSON MIT414 QV SIMPSON LUS410 1�N} SIMPSON HUS1.81 /10 SIMPSON JB210 �Y SIMPSON U610 I -JOIST OR LVL HEADER TO MATCH DEPTH OF FLOOR JOISTS TYPICAL PLUMBING /MECHANICAL HEADER SCALE: 1/4" = 1' -0" ORE n 341 NAL 08/23/2007 C j00 > N U 3 °°or- < 00000 z C Ua)m 0pr7fl) r� r• z'=�ad (p Co W -.r- I- J N � co V) ..� . V) .� O U L0 I'` hr� u7 L `f' °° 4� U X ©d d prno� M i L 4J U) -j 0 X Q -h<C n > F-i designed by MPS drawn by M TN /JDH checked by issued PERMIT 06/08/07 CD's 8/23 /07 sheet S1 JOB #0705 -10 STEP 4 0 S7 T.O.W. 8623'-8 FT. 0. W. = 8623-5 T.O.F. 8600'-8 T T.O. SLAB L 00 T.O.W. 8604'-,3p 4" CONCRETE SLAB ON 4" CLEAN MATCH LINE GRADE OR COMPACTED 13'-6" 8 STRUCTURAL FILL PER SOILS 0 - 5-0" 5_0" ENGINEER. REINFORCE SLAB WITH J 00 6x6-Wl.4xWl.4 WELDED WIRE MATCH LINE 15-2 3/4" --- DEEP SAWN OR TOOLED CONTROL 1-0, T.O.W. 8623'-8 JOINTS AT 15'-0" MAXIMUM 0 SPACING EACH WAY, TYP. @ EXT, 6" T.O.W. 8604'-3 1 = a_ 8 L r5 STEP CMU WALL (SEE _04 5" CONCRETE SLAB ON 4" CLEAN GRAVEL BASE ON T.O.W. 8622'-4 3/8 COMPACTED STRUCTURAL FILL UNDISTURBED GRADE OR T.O.F. 8604'-7 PER SOILS ENGINEER. FABRIC THROUGHOUT. PROVIDE 1 1/4" DEEP SAWN OR TOOLED CONTROL JOINTS AT 15-0" 1-6" MAXIMUM SPACING EACH WAY. 10 2 Co C 00 B --7 STEP - HEIGHT OF VENEER SPREAD FOOTING SCHEDULE ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: `` 0 TYPE SIZE 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING REINFORCING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATlON |3 REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION 0) WALLS UNLESS NOTED OTHERWISE. ' 5. CONCRETE FOUNDATION WALLS ARE O" THICK AND CONTINUOUS FOOTINGS ARE D'' STEP I -J O. D0 NOT SCALE DRAWINGS. -/ [ 0- Z 0) 0 � [ � Co (7) r~ _ �=nm � L mmm_ Fo STEP O �� V u 3 L_ + �� _10 O��* < c��0�� NORTH FOUNDATION PLAN S[`4| E_ 1/4" __ l'-O" /' `% PLAN NOTES HEIGHT OF VENEER SPREAD FOOTING SCHEDULE ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: `` 0 TYPE SIZE 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING REINFORCING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATlON |3 REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION 0) WALLS UNLESS NOTED OTHERWISE. ' 5. CONCRETE FOUNDATION WALLS ARE O" THICK AND CONTINUOUS FOOTINGS ARE D'' 0 THICK x 10" WIDE UNLESS NOTED OTHERWISE. -J O. D0 NOT SCALE DRAWINGS. -/ [ 0- Z 0) 0 � [ � Co (7) r~ _ �=nm � L mmm_ Fo NORTH FOUNDATION PLAN S[`4| E_ 1/4" __ l'-O" /' `% PLAN NOTES HEIGHT OF VENEER 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: `` 0 TO.Mi=TOP OF CONCRETE WALL TO.F=TOP OF CONCRETE FOOTING 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATlON |3 REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION 0) WALLS UNLESS NOTED OTHERWISE. ' 5. CONCRETE FOUNDATION WALLS ARE O" THICK AND CONTINUOUS FOOTINGS ARE D'' 0 THICK x 10" WIDE UNLESS NOTED OTHERWISE. -J O. D0 NOT SCALE DRAWINGS. -/ \ �^ m STONE VENEER ANGLE SUPPORT HEIGHT OF VENEER ANGLE SIZE EXPANSION ANCHORS N `` 0 . O 0 � CO o It 0 C Co z [ + Dm 0 � 1. THIS SCHEDULE |3 FOR NON-BATTERED STONE VENEER WITH A MAXIMUM THICKNESS OF O". CONTACT ENGINEER FOR OTHER CONDITIONS. 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT 3. ANGLES MUST BE ORIENTED AS SHOWN. ~^ o � o m \ �n � + JeS'OO8d by kI[�' � ~ ' drOYYD yN||� �Y � JDH checked issued PERMIT 06ZO8/07 by sheet [ � Uj > 00 N `` 0 . O 0 � CO o It 0 C Co z [ + Dm 0 � 0 2^ � Cy) 0) � � 0) 00 � �� to x ' [ Z � �+0� � 0 -J Q) -/ [ 0- Z 0) 0 � [ � Co (7) r~ _ �=nm � L mmm_ Fo O �� V u 3 L_ + �� _10 O��* < c��0�� JeS'OO8d by kI[�' � ~ ' drOYYD yN||� �Y � JDH checked issued PERMIT 06ZO8/07 by sheet ' JeS'OO8d by kI[�' � ~ ' drOYYD yN||� �Y � JDH checked issued PERMIT 06ZO8/07 by sheet IN o \ LO � \ 72.-7 1/2" 34'-11 1/2^ 2.-11 1/2" 12 /-8" KRM CONSULTANTS, INC P.O. Box 4577 Vail, (`D|OrOd8 81658 /Q7O\ {�/LQ—Q�Q1 \�'`'/ �.� �^^. Fox /970\ 949-1577 JOB Potato Potch House 32 #0705-10 s*scr wo or oxAnw BY MPS oArc | oxcoxcn BY oArc SCALE / SPREAD FOOTING SCHEDULE ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS TYPE SIZE l[\W.=TOP OF CONCRETE WALL 7.0.F=TOP OF CONCRETE FOOTING REINFORCING T.O.W. SLOPED CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVAllON IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION ST P WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 1U" WIDE UNLESS NOTED OTHERWISE. � 8. DO NOT SCALE DRAWINGS. S9 0 S8 00 STEP T. 0. F. \_dT OF. 8595-8 _J STEP 8626' 0 OL 8604'-3 S9 S6 GRAVEL BASE ON UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL PER SOILS T.O.W. 8605-0 8605-0 ENGINEER. REINFORCE SLAB WITH T.O.F. 8599-2 T.O. SLAB 6x6—W1.4xW1.4 WELDED WIRE T.O.W. 8604'-3 FABRIC THROUGHOUT. PROVIDE 1" 6 T.O.W. 8605-0 T.O.F. 8594'-8 DEEP SAWN OR TOOLED CONTROL T.O.F. 8594'-8 JOINTS AT 15-0" MAXIMUM Q0 SPACING EACH WAY, TYP. @ EXT. C14 STEP T.O. SLAB KRM CONSULTANTS, INC P.O. Box 4577 Vail, (`D|OrOd8 81658 /Q7O\ {�/LQ—Q�Q1 \�'`'/ �.� �^^. Fox /970\ 949-1577 JOB Potato Potch House 32 #0705-10 s*scr wo or oxAnw BY MPS oArc | oxcoxcn BY oArc SCALE = OL 8605 FT.O.W. = 8604'-4 Go GRAVEL BASE ON UNDISTURBED T. . F. 8604'-7 C14 1 04 -c, GRADE OR COMPACTED 00 T.O.W. 8624'-2 C11 STRUCTURAL FILL PER SOILS T.O.W. 8623'-5 1 T.O.F. 8604' — 7 ENGINEER. REINFORCE SLAB T.O.F. 8604'-7 0 T.O.W. 8605'-0 WIRE FABRIC THROUGHOUT. 3'-1 - TOOLED CONTROL JOINTS AT T.O.F. 8604'-7 2 3/4' 15-0 MAXIMUM SPACING EACH STEP 00 777\/A X X T.O.F. 8600' 8 T T.O. SLAB L 4" CONCRETE SLAB ON 4" CLEAN T. 0. W. 8604'-3 MATCH LINE GRAVEL BASE ON UNDISTURBED T. 0. F. 8598'-8 00 GRADE OR COMPACTED STRUCTURAL FILL PER SOILS B ENGINEER. REINFORCE SLAB WITH 5'— 6x6—W1.4xW1.4 WELDED WIRE MATCH UNE 8' '1 FABRIC THROUGHOUT. PROVIDE 1 --- --�' �' � T--LE- CONTROL � |� JOINTS AT 15'-0" MAXIMUM l[O ' F� = 8604'-7 / SPACING EACH WAY, TYP. @EXT T.O.W. = ' \ T.O.F. = 8598'-8 \ \ \ T.O.W. = 8605'-0 � ' \ T.O. `~'� � -l-[0' F = �O0O'_O T.O.W. = 8522'-0 \ \ j \ T.O.F. ' = OOO4 7 �—~ \ \ \ --- --- --- --- —�--- ' \ — | ' \ \ r—. -^ -_' \ NORTH FOUNDATION PLAN SCALE: 1 /4, 1,_0, / '% / SPREAD FOOTING SCHEDULE ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS TYPE SIZE l[\W.=TOP OF CONCRETE WALL 7.0.F=TOP OF CONCRETE FOOTING REINFORCING T.O.W. SLOPED CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVAllON IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION ST P WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 1U" WIDE UNLESS NOTED OTHERWISE. � 8. DO NOT SCALE DRAWINGS. STEP T. 0. F. \_dT OF. 8595-8 _J STEP 8626' 0 = OL 8605 FT.O.W. = 8604'-4 Go GRAVEL BASE ON UNDISTURBED T. . F. 8604'-7 C14 1 04 -c, GRADE OR COMPACTED 00 T.O.W. 8624'-2 C11 STRUCTURAL FILL PER SOILS T.O.W. 8623'-5 1 T.O.F. 8604' — 7 ENGINEER. REINFORCE SLAB T.O.F. 8604'-7 0 T.O.W. 8605'-0 WIRE FABRIC THROUGHOUT. 3'-1 - TOOLED CONTROL JOINTS AT T.O.F. 8604'-7 2 3/4' 15-0 MAXIMUM SPACING EACH STEP 00 777\/A X X T.O.F. 8600' 8 T T.O. SLAB L 4" CONCRETE SLAB ON 4" CLEAN T. 0. W. 8604'-3 MATCH LINE GRAVEL BASE ON UNDISTURBED T. 0. F. 8598'-8 00 GRADE OR COMPACTED STRUCTURAL FILL PER SOILS B ENGINEER. REINFORCE SLAB WITH 5'— 6x6—W1.4xW1.4 WELDED WIRE MATCH UNE 8' '1 FABRIC THROUGHOUT. PROVIDE 1 --- --�' �' � T--LE- CONTROL � |� JOINTS AT 15'-0" MAXIMUM l[O ' F� = 8604'-7 / SPACING EACH WAY, TYP. @EXT T.O.W. = ' \ T.O.F. = 8598'-8 \ \ \ T.O.W. = 8605'-0 � ' \ T.O. `~'� � -l-[0' F = �O0O'_O T.O.W. = 8522'-0 \ \ j \ T.O.F. ' = OOO4 7 �—~ \ \ \ --- --- --- --- —�--- ' \ — | ' \ \ r—. -^ -_' \ NORTH FOUNDATION PLAN SCALE: 1 /4, 1,_0, / '% PLAN NOTES SPREAD FOOTING SCHEDULE ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS TYPE SIZE l[\W.=TOP OF CONCRETE WALL 7.0.F=TOP OF CONCRETE FOOTING REINFORCING TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVAllON IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 1U" WIDE UNLESS NOTED OTHERWISE. � 8. DO NOT SCALE DRAWINGS. PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: l[\W.=TOP OF CONCRETE WALL 7.0.F=TOP OF CONCRETE FOOTING Z TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVAllON IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 1U" WIDE UNLESS NOTED OTHERWISE. � 8. DO NOT SCALE DRAWINGS. 5/—O° STEP F4 ' T(lWi = 862Z—O i |TO.F = 8604'-7 \ . 1=/-23/4^ OL 8604'_3 STEP T.O.W. TE = 8607-0 : 0 T.O.F. | = 8595'-8 1 ` `+ o T.O.W. = 8626'-0 \ \ ( ^—� ' T.O.F. = 8600'-8 NOTES: 1. THIS SCHEDULE IS FOR NON—BATTERED STONE VENEER WITH A MAXIMUM THICKNESS OF D^. CONTACT ENGINEER FOR OTHER CONDITIONS. 2. LOCATE ONE EXPANSION ANCHOR AT 6^ FROM ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. 3. ANGLES MUST DE ORIENTED AS SHOWN. � + � � 0 m (0 00000 Ld U m � mLO mm designed ' dpOYVD by &4 |N JDH checked by ' 'SSU8d PERMIT 06/08/07 sheet y=� � designed ' dpOYVD by &4 |N JDH checked by ' 'SSU8d PERMIT 06/08/07 sheet @FU]R PERIMETER INDICATED THUS' PROVIDE SOLID BLKG. BTWN. JOISTS @ 12" VENEER T. 0. CONC. S7 PERIMETER NOTE: 1 1/8" PLYWD SHEATHING @ 16" I—JOISTS ------- CONT. TREATED 2x12 LEDGER W/ MATCH LINE MATCH LIN EXTERIOR HEADERS ARE: OT P. TRIMMER AND (l)-2x6 tK ti 0 9 KING STUD EA. SIDE, TYP. INTERIOR HEADERS ARE: UNLESS NOTED OTHERWISE (2)-2xlO's W/ (l)-2x6 OR IS' 2x4 TRIMMER AND (l)-2x6 OR 2x4 KING STUD EA. SIDE, TYP. UNLESS NOTED a 3)—1 3/4X16 LVL OTHERWISE STEP T.O. "'k VENEER S7 PLYW PLYWD 6' _j � _j � vo STEP T.0 \ T. P \ . \ ( \ ' | | \ \ / | � 17 � B622'-1 0 @ DRAIN NORTH MAIN FLOOR FRA SCALE: 1/4" = 1 ,_0, PLAN NOTES: 1. INTERIOR M00D STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: Em NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ED SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: U J. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING |3 3/4" TONGUE AND GROOVE APA STURD|FLO0R^ EXP.1, SPAN RATING 24 O.C. (SHEATHING |3 1 1/8" @ GARAGE FLOOR FRAMING.) 5. (XXX'—XX"\ INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL EXCEPT HEADERS ARE ` / . ' ` FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 0. "0" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BC| 6000 1.7 @)1O" O.C.. TYP|CAL, UNLESS NOTED OTHERWISE. -4" N (MAX.) RBNF. W/ 0x8 YM.4x0M.4 WWF ON WATERPROOF BRANE PER ARCH. ON 1 1/8~ ��&G 8TUR0FLO0R @ GARAGE NOTE: GARAGE SLAB SLOPED FOR INTERIOR DRAINS. VERIFY ALL ELEVATIONS, DRAIN LOCATIONS, 8c |SLOPING W/ ARCH. | —CONT. L4x4x1/4 3/4 Ox8" EXP. ANCH.'o @24^ D.C. 64 8622'-10 Ah- Uj > 00 `" C/I — m @ DRAIN . U W � CO u� r-- 00000 Z [ D ' r� -O 0 o � Lo (n 00 Ld B622'-1 0 @ DRAIN NORTH MAIN FLOOR FRA SCALE: 1/4" = 1 ,_0, PLAN NOTES: 1. INTERIOR M00D STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: Em NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ED SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: U J. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING |3 3/4" TONGUE AND GROOVE APA STURD|FLO0R^ EXP.1, SPAN RATING 24 O.C. (SHEATHING |3 1 1/8" @ GARAGE FLOOR FRAMING.) 5. (XXX'—XX"\ INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL EXCEPT HEADERS ARE ` / . ' ` FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 0. "0" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BC| 6000 1.7 @)1O" O.C.. TYP|CAL, UNLESS NOTED OTHERWISE. -4" N (MAX.) RBNF. W/ 0x8 YM.4x0M.4 WWF ON WATERPROOF BRANE PER ARCH. ON 1 1/8~ ��&G 8TUR0FLO0R @ GARAGE NOTE: GARAGE SLAB SLOPED FOR INTERIOR DRAINS. VERIFY ALL ELEVATIONS, DRAIN LOCATIONS, 8c |SLOPING W/ ARCH. | —CONT. L4x4x1/4 3/4 Ox8" EXP. ANCH.'o @24^ D.C. 64 deS'�D�d by MPS ~ ' dR]00 by K8TN checked by ' issued PERMIT 06/08/07 sheet S3-A 11 [ � Uj > 00 `" C/I — m ^{ 0 . U W � CO u� r-- 00000 Z [ D ' r� -O 0 o � � Z (n 00 Ld mm]`�� -J Q) V) z ^- . {} L) C - * CO (D � _ LO N') LC) L Lj(Dm_ .4 Fo I \ � + � m �� [} " ~ 0 :3 L � � m M _Iox � .� r- 1+ 1C||� deS'�D�d by MPS ~ ' dR]00 by K8TN checked by ' issued PERMIT 06/08/07 sheet S3-A 11 C/I r-- , �\ deS'�D�d by MPS ~ ' dR]00 by K8TN checked by ' issued PERMIT 06/08/07 sheet S3-A 11 MAIN FLOOR FRAMING PLAN SCALE: 1/4" == 1,_o PLAN NOTES: 1. INTERIOR @00D STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 0 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 10 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 J. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURD|FLODR, EXP.1, SPAN RATING 24O.C. (SHEATHING IS 1 1/8" @CARAGE FLOOR FRAMING.) 5. /XXX`-XX"\ INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 0. "0" INDICATES CONNECTION TYPE - REF. 31 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8' BCI 6000 17 @1O^ O.C, TYPICAL, UNLESS NOTED OTHERWISE. NA Co designed by Mps drawn by MTN JDH checked by issued PERMIT 06/08/07 CD's 8Z23/07 sheet "_�'3 - B JOB #0705-10 NORTH UPPER FLOOR FRAMING PLAN SCALE: 1/4" = l'-O" PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: @m NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT D0 NOT REQUIRE BLOCKING BELOW ARE INDICATED: � 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING |5 3/4" TONGUE AND GROOVE APA STURD|FLOOR, EXP.1' SPAN RATING 24 O.C. 5. /XXX'-XX"\ INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL' EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). /-\" O. "�� INDICATES CONNECTION TYPE - REF. 31 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BC| 6000 1.7 @1O" D.C., TYPICAL, UNLESS NOTED OTHERWISE. ATCH LINE � � \ S7 C � � \ }~ 1 1/4 LYL--- SUB-FA3C|A (UNDER STONE VENEER) ~� m � lb _j UJ / � � _j ~� � 1 --CONl' 2x1�2 STRUCTURAL SUB-FASCIA, TYP. 2x12 LOOKOUTS @ 24" TYP ' (2)—1 '37TX' � � _j �| ~~ _ � / qWi SCALE: 1 /4'' �� 1'—O" .�..' ^^_^_. . / . . `' PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW ARE INDICATED: IM NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. ROOF SHEATHING |3 5/O" APA RATED SHEATHING, EXP.1^ SPAN RATING 40/20. 5. ''0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. O. ROOF BEAW3, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 7. ALL ROOF RAFTERS ARE: 2x12`a @12', /0R DBL. @ 24"\' TYP|CAL, UNLESS NOTED OTHERWISE. O. INDICATES ROOF OVERFRAME. DVERFRAk4E WITH RAFTERS TO MATCH SPACING OF ROOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER. LOOKOUT BRG. /7A-2x1[/n VV/ TRIMMER AND ( KING STUD E& SIDE, TYP. UNLESS NOTED OTHERWISE LVL a designed by MPS dFO00 by MTNZJDH checked by � 'S8Ued PERMIT 06/08/0 7 ' sheet "�' 5 - A ' � _ _- ' c � Uj �Co _ V) � 0 O �� ~ < Co � � r— �mm z [ mm � Do` ~ W � �� mm � Z � Co W LLJ < - m�5�o< � � � m m J� �] [ 0- Z m 0 0 [ 0 00 � m r~ _ m n) uo 0 � Lo m m _ �Fo 1 | mm o`~ �� V � o m m Q��~ z L ~~ � d ' ~« ' b` u� designed by MPS dFO00 by MTNZJDH checked by � 'S8Ued PERMIT 06/08/0 7 ' sheet "�' 5 - A ' � _ _- ' �� ~ r— [� PEA designed by MPS dFO00 by MTNZJDH checked by � 'S8Ued PERMIT 06/08/0 7 ' sheet "�' 5 - A ' � _ _- ' RORTH ROOF FRAMING PLAN SCALE: 1 Z4" = l'-O" PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS 2. POSTS BELOW ARE INDICATED: IM NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: D 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20. 5. " 0 " INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 6. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 7. ALL ROOF RAFTERS ARE: 2x12's @ 12" (OR DBL. @ 24 "), TYPICAL, UNLESS NOTED OTHERWISE. 8. ® INDICATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF ROOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER. "ONT. 2x12 STRUCTURAL 5UB— FASCIA, TYP., U.N.O. 2 LOOKOUTS @ 24 ", TYP., U.N.O. 6x6 Wl.4xW1.4 WWF ON WATERPROOF MEMBRANE PER ARCH. ON 1 1/8" 4OF ^x LVL JOISTS PER PLAN -� PROVIDE WATERPROOFING ---/ MEMBRANE PER ARCH. BTWN. LEDGER & CONC. 5" CONC. SLAB PER PLAN OIL 8605-0 T.O. SLAB NNIZ 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR 0SB SHEATHING 1/2" 0 x 10" A.B.^o @ 48" O.C. IN CONT. TREATED 2x0 R STONE VENEER PER ARCH. CONT. L PER SCHEDULE- SEE SHEET S2 #5 D@&3 x @ 8" O.C. 10" 'a CONT. HOR|Z.-- TOP & BOT. #5'o TRANSY. @12" O.C. OL 8604'-7 PERIMETER DRAIN PER SOILS ENGINEER 2x6 STUDS @ 16" O.C. W/ 1/2' PLYWD. OR O8B SHEATHING x1 O" A.B.o @ 4'-O O.C. IN CONT. TREATED 2x6 IL STONE VENEER PER ARCH. 8623'-8 L CONT L PER SCHEDULE SEE SHEET S2 J "Ox8" EXP. ANCH. @ 24' 0.C, STAGGERED #5`n VERT. @ 12" O.C. #5 DWLS x 10 @ 12" O.C. 1Q" - `o CONT. HOR|Z. TOP & BOT. -#5'a @10~ O.C. TRANSV. PERIMETER DR/AN PER SOILS ENGINEER 2 24" IN FIRST JOIST SPACE W/ (5)-8d NAILS INTO EA. PANEL, TYP. Sp 11 7/8" I-JOISTS PER PLAN ~ `-TREATED 2x l2 LEDGER DRIVE-PINNED W/ /2\-16d NAILS @ 18^ O.C. #5'm CONT. HOR|Z. @l2" O.C. #5'a VERT @ 16" O.C. 5" CONC. SLAB PER PLAN 2x0 STUDS @ 10" D.C. W/ --�, 1/2" PLYWD. OR OSB SHEATHING 7/8 TlMBERSTRAND-\ LSL (OR E0U|V.) RIM 1/2" 0 x 10" A.B.`a K4 48" O.C. IN CONT. TREATED 2x6 R 8621'-6 STONE VENEER PER ARCH. CUNT L PER S� SEE SHEET 32 { T.O. LL M 1 1/2" LTVYT CONC., TYP. IN CONT. TREATED 2x6 11 7/8" ]-JOISTS PER PLAN CONT. BOND BM. RBNF W/----� /2\-#5`o HOR|Z. O" CMU ' 10^--- VERT IN GROUTED CELLS ° ��a VERT (� 12" O.C. ^ STD WIRE JOINT RE|NF------_—__ @ 16" O.C. CONT. BOND BM. FOR STON VENEER SUPPORT RBNF W/ /2\-#5'a HOR|Z CONT. L PER SCHEDULE---~-__- J SEE SHEET S2 5" CONC. SLAB PER PLAN PERIMETER DRA IN PER SOILS ENGINEER 2'-0" 8" C. .4 1/2" 0 x 10" A^B.`o @ 48" O.C. IN CONT. TREATED 2x4 h, #5 o @ O` O.C. �+ [_ 1'-2 'a CONT. H0R|Z.-- TOP 8c BOT #5'a TRANSV. @ 10" O.C. - V% SCALE: 3/4" = 1'-0" 2'-0 -#4DWLS. x o @ 16" O.C. / � -4" NOM. (MAX.) CONC. RBNF. W/ 6x6 M8.4xMU.4 WWF ON WATERPROOF MEMBRANE PER ARCH. ON 1 1/8" T&G STURD|FLOOH 'SOLID BLKG. BTVVN. JOISTS (TREATED) JOISTS PER PLAN ANCH.'a @ 24' O.C. NV TREATED 2x4 m | DRIVE-PINNED TO TOP @ 16" O.C. 5" CONC. SLAB PER PLAN 8605-0 Ah T ` PERIMETER DRAIN PER--/ c� SOILS ENGINEER ~ � 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING C. IN CONT. TREATED 2x6 5" CONC. SLAB PER PLAN 8605'_o J4 I D2 ' 4 #5 DVVL3 x c� @ 12" O.C. |- 2'-2 ' � u 'o CONT. HOR|Z. � T0P8c BQT = | k[I^^D " �—�a ��S� @ 16 O.C. 1. S-O° OL 8598'-8 .4r NJ PERIMETER DRAIN PER-�J'_'J� SOILS ENGINEER - NO #5 DWLS x 0 @ O" 0.C. L 8" CONC. SLAB PER PLAN 2x4 OR 2x0 STUD BRG. WALL CONT. TREATED 2x6 It- W/ 10d DRIVE PINS @ 15' O.C. (|F HEATED SLAB' GLUE R` TD CONCRETE) 2x6 STUDS @ 16" O.C. W/ 1/2' PLYWD. OR OSB SHEATHING 1/2" 0 x 10° A.B.'a @ 48" D.C. IN CONT. TREATED 2x6 h� OL 8605-0 STONE VENEER PER ARCH. a 5" CONC. SLAB PER PLAN CONT. L PER SCHEDULE _� ~^ SEE SHEET S2 OL SEE PLAN, - `--(5)-#5'm CONT. LONG|T PERIMETER DRAIN PER--�� SOILS ENGINEER `~ SEE PLAN � T.O. SLAB + � #5 DWLS x @> 48~ D.C. LLD, ^a CONT. HOR|Z. TOP BDT �n > 00 _ ` < ` m �� . 0 uz � u� U 00000 Z � umm � [ [] o ' O 0 ~ N m0) � Uj U) 00 Lj Z [ �� _ �D+u< � � mm]�� _J Q) �[ 0� U) Z [ OQ) o * o m m � 0_ �m L7 m m _ � L �I- | 0� | � mm x O"" 0 mm U mo L d F� �� < �m r1 �� d8S'QD8d by MPS ~ ' dD300 by yN|N checked by ' 'SSUed PERMIT 06/08/07 CD's 8/23Z07A sheet r1 �� d8S'QD8d by MPS ~ ' dD300 by yN|N checked by ' 'SSUed PERMIT 06/08/07 CD's 8/23Z07A sheet d8S'QD8d by MPS ~ ' dD300 by yN|N checked by ' 'SSUed PERMIT 06/08/07 CD's 8/23Z07A sheet ��k�|T O�/OR/n7 CONT. 2x12 STRUCTURAL SUB-FASCIA, SEE PLAN LS @ EA. RAFTER, TYP. " CONC. SLAB �R PLAN VERIFY DRAIN LOCATION 6b SLAB SLOPING PER ARCH. ___n X.— 8622'-7 . ~~...~ PER PLAN /o CONT. HO�Z, @ 16" O.C. TONE VENEER ER ARCH. }NT. L PER SCHEDULE -_E SHEET S2 #5'a VERT ��1O" O.C. --~~ (2)-#5's CONT. HOR}Z. TOP �b BOT \7PERIMETER DRAIN PER SOILS ENGINEER 1/2"0 THRU-BOLTS �� 18` O.C. 2x0 STUDS (� 10" O 5 1/2x5 1/2 PSL 1 3/4x5 1/2 LYL �� EA. SIDE OF PSL FASTEN [2) ROWS OF 16d NAILS �� 16~ O.C. 5 1/2x5 1/2 PSL (BEVELED) SHEATHING. NAIL W/ Od NAILS �� 4' ALONG ALL PANEL EDGES (PROVIDE HORIZONTAL BLKG. ��PANEL EDGES FOR NAILING), 8: <� 12" O.C. VERT, �� INTERMEDIATE STUDS. SCALE: 3/4" = 1^-0" (4)-10d NAILS INTO SOLID BLKG. BTWN. EA. LOOKOUT, TYP. LOOKOUTS (�BRG., TYP. TYP. 12 2i ' - L2xl 2 RAFTERS PER PLAN �---' 2x10 BLKG. BTWN. RAFTERS (�BRG.' TYP. ~�------2x5 STUDS ��16" 1/2" PLYN0. OR OSB SHEATHING PACK WEB SOLD FASTEN-/ BLKG �/ /�\-3 � / ' ''/ � / /- ^--'RAFTERS PER PLAN THRU-BOLTS (� 16" O.C. STL BM. PER Pi /2\-1/2" 0 x 6 "".L._". S."° PER PLAN -�� SCALE: 3/4° = 1'-0" SIDE OF WEB. SCALE: 3/4" = 1'-0" SEE PLAN `--YNDE FLANGE BM. PER PLAN --H3SCOL IL PER PLAN STL. BM. PER PLAN W/ CAP 1 1/2" LTV/T. CON[ SEE PLAN TYP. TYP. 3TL BM. PER PLAN W/-� CONT 2x �^ DRIVE-PINNED TO TOP FLANGE 11 7/8" I-JOISTS PER PLAN SHEAR t: (2)-3/4"0 THRU-BOLT\S CAP T: 1/2xBM. WIDTH ' -3/4� BM. PER PLAN ^ "-" " (2)-3/4"0 ' THRU-BOLTS STRUCTURAL SUB-FASCIA, PER PLAN TYP. 2x12 LOOKOUTS o HS3 COL PER PLAN (�24^ O.(�, TYP. 2x12 RAFTERS PER PLAN-/ 2x0 STUDS (� 18" W/--~-N | U U 1/2" PLYWD. OR {)SB SHEATHING CAP 6� xU'-8 W/ THRU- B[V SIDE OF Y� HS3 COL PER PLAN CONT. 2x TOP � DRIVE PINNED TO BM. @> 16^ O.C. -O /3A-3�"0 THRU-BOLTS IN EA. LEG SEE PLAN FOR BEAM S|ZES, TYP. }TH x[/-1O -BOLTS 3/4" HSS COL. PER PLAN 3/16 RETURNS 1/4" FITTED STIFFENER � EA. SIDE OF WEB JL4x4x1/4»0'-8 1/2" W/ � h)-3/z|m |MKU-UUL|S [/J\ EA. ��DF] STL BM. PER PLAN W/- 2x NAILER DRIVE PINNED TO TOP FLANGE /1\-#4 CONT. �� l~ T.O. / C SPLICE 4" NOM. CONC. RBNF 6x5 VM4«YN4 JOISTS PER PLAN \ WWF ON WATERPROOF MEMBRANE PER AR&, 4 8622'-8 vp IT AW �-STL BM. PER PLAN W/ 2x NAILER DRIVE PINNED TO TOP FLANGE m ^ 1`-O 3/4"0 �y-0 #4 DVYL3. x �r �� 16" O.C. -' F 4^ NOM. CONC. RBNF 8x6 VM.4xVM.4 WWF ON WATERPROOF MEMBRANE PER ARCH. ON 1 1/8" T&C 5TURD|FLO0R SOLID BLKG. BTWN. JOISTS 2x6 STUDS @ 16° O.C. WY 1/2' PLYWD. OR OSB SHEATHING IN CONT. TREATED 2x6 jd T-T TT. IT IL k'N;RK I STL. BM. PER PLAN W/ CAP 08/23/2007 2x NAILER DRIVE PINNED 1/2xBM, WIDTHx1'-0 W/ TO TOP FLANGE (4)-3/4"0 THRU-BOLTS r-- HSS COL. REF. PLAN 00 BASE T: 5/8xlOxO'-10 0 IN CONT. TREATED 2x6 ENP 4" 1 41 ANCH.'s @ 24" O.C. W/ TREATED 2x4 CONT. L PER SCHEDULE 4.4, SEE SHEET S2 �� [�-` ' �� CONT. BOND. BM. FOR STONE - 2" 7 VENEER SUPPORT REINF. W/ SEE SCHED. FOR REINF. O.C. CONT. L PER SCHEDULE �-STL BM. PER PLAN W/ 2x NAILER DRIVE PINNED TO TOP FLANGE m ^ 1`-O 3/4"0 �y-0 #4 DVYL3. x �r �� 16" O.C. -' F 4^ NOM. CONC. RBNF 8x6 VM.4xVM.4 WWF ON WATERPROOF MEMBRANE PER ARCH. ON 1 1/8" T&C 5TURD|FLO0R SOLID BLKG. BTWN. JOISTS 2x6 STUDS @ 16° O.C. WY 1/2' PLYWD. OR OSB SHEATHING IN CONT. TREATED 2x6 jd Ir 5" CONC. SLAB PER PLAN J, 8605-0 8605'-0 r-- IN CONT. TREATED 2x4 IN CONT. TREATED 2x6 ENP 4" ANCH.'s @ 24" O.C. W/ TREATED 2x4 CONT. L PER SCHEDULE 4.4, SEE SHEET S2 �� [�-` ' �� CONT. BOND. BM. FOR STONE - 2" 7 VENEER SUPPORT REINF. W/ O.C. k 859 ` PERIMETER DRAIN PER SOILS ENGINEER -1. jd STONE VENEER PER ARCH. r-- IN CONT. TREATED 2x4 IN CONT. TREATED 2x6 4" ANCH.'s @ 24" O.C. W/ TREATED 2x4 STD WIRE JOINT REINF.� �� [�-` ' �� CONT. BOND. BM. FOR STONE - 2" 7 VENEER SUPPORT REINF. W/ CONT. L PER SCHEDULE #5 DWLS x d SEE SHEET S2 -1011L (2)-#5's CONT. HORIZ. I TOP & BOT. 5" CONC. SLAB PER PLAN GROUTED CELLS PERIMETER SOILS ENGINEER " PERIMETER DRAIN PER-/ io| SOILS ENGINEER | . " | 3-2 | � EA #5 DWLS x (� 48- O.C. 'n CONT. HOR|Z. TOP 8� B07� IN CONT. PER ARCH. L4x4xl /4 W/ PROVIDE 2x— SLAB PER PLAN BLKG. AS NECESSARY 8604'-3 N6 mps X X designed by THICKENED SLAB EDGE CONT.BOND checked by COURSE A IT sheet r-- �� [�-` ' �� N6 mps X X designed by THICKENED SLAB EDGE CONT.BOND checked by COURSE A IT sheet 2x DECKING PER ARCH. JOISTS PER PLAN--\ ,.. ncrx.up nco ^o°u �^ uc�xxv� JOISTS PER JOISTS PER PLAN--- 2x DECKING PER ARCH. _T T 0. DECKING NN ------Ull CANT. BM. CONT. 2x10 LEDGER W/ (1)-LEDGERL0K SCREW STONE VENEER H0R|Z. @ 18" O.C. PER ARCH. @10" O.C. -#5 DVVLS 0 IN CONT. TREATED 2x6 0 � CONT. L PER SCHEDULE SEE SHEET S2 00000 4" CONC. SLAB PER PLAN 8- .(2)-#5's CONT. H0R|Z. 0P & BDT T.O. SLAB WAY, TOP /b B0T 00 m + CONT. BOND BM. REINF. u < U_ STD WIRE JOINT RE|NF. _j� @ 1�" O.C. -_--- D" QWU WALLRBNE W/ 'm@48"O.0 VERT IN GROUTED CELLS �LS x �5 D .' " @ 4O O.C. -� _| _ ' PERIMETER DRAIN PER SOILS ENGINEER CAP R' 1/2' x BM. WIDTH x 1'-2 W/ /4\-3/4"0 THRU-BOLTS WIDE FLANGE COL. PER PLAN SCALE: 3/4" = 1"-O" " LAGS' (1) EA. SIDE OF WEB 1/4" FITTED STIFFENER EA. SIDE OF WEB f — 1 1/2" LTWT CONC., TYP. 0HOx48 2x NAILER DRIVE-PINNED TO FLANGE �--CAP 1/2%5 1 "xO'-1O VY/ /4\-3/4"0 THRU-BOLTS ----HS5 COL. PER PLAN CONT. BOND BM. W/ ' (Y\-��o HOR|�. " `-' "- �x0 STUDS (�18 O.C. MV 1/2" PLYWD. OR OSB SHEATHING 10' A.B.'a @ 48" O.C. IN CONT. TREATED 2x8 h' . MAT'L TYP. SLAB PER PLAN 8605-0 | U 4 l[0 0i | �U ' * � � U -#5'o CONT. H0R|Z. @ 18" O.C. -#5'n VEBT @10" O.C. -#5 DVVLS 0 @ 18" OC ' C. 0 � | ' 00000 z 8- .(2)-#5's CONT. H0R|Z. 0P & BDT 'o @ 16= EA. WAY, TOP /b B0T 00 m + /1\-1 3/4x18 LVL "", �"" �"�v�, //r. 8622'-9 TYP. 11 7/8" }-JOISTS PER PLAN BASE 1/2^x COL WIDTH x 1'-2 -1 x1O" &B.`u ON 1" MIN SHIM AND NON-SHRINK GROUT 8604'-3 STONE VENEER--'� PER ARCH. CONT. L PER SCHEDULE 4 4", SEE SHEET S2 wl C. Aq PERIMETER DRAIN PER—�/� SOILS ENGINEER � � `{ It 1 1/2" 5" 1 1/2^ CRIPPLE WALL " " 4" CONC. SLAB PER PLAN T.O. SLAB THICKENED SLAB EDGE #5'u YERT @ 16" O.C. #5 D�L3 x @ 1O~ O.C. 10~ /5\-#5'a CONT. LONQ|T. SCALE: 3/4" = 1'-0° COL. " |"xC/-8 VV/ /4\-1/2"Ox10" ON 1^ MIN. SHIM AND ;HR|NK GROUT 12"43 CONC. PIER � (4)-#5 DWLS x zc _j D 11 " #3 TIES x @TOP MID, ' | |o« &BOT HT SEE SCHED. FOR RE|NF. USE 1 1/8" PLYVVD. @ 16"- |-JOISTS STL BM. PER PLAN 1/2^ LTWT CONC., TYP. l~ T.O. PLYWD. 8622-4 3/8 T TYP. 07; SF 16" |-JOISTS PER PLAN-/ PROVIDE WEB BU<G. FOR 14" JOIST HANGERS /1\-1 3/4x16 LVL -- PLAN ,k SEE 2'-O /7\ x ALT. LEGS SEE WALL---�� SECTION FOR REINFORCING 1/2" EXP. MAT'L, TYP 5" CONC. SLAB PER PLAN SEE PLAN 2~-O /2\ DYVLS x @ 16" � O.C. 4" NOM. (MAX.) CONC. SLAB PER PLAN ON 1 1/8" PLYWD. VERIFY DRAIN zLOCATION & SLAB SLOPING PER ARCH. IL 14" LVL JOISTS PER PLAN SEE WALL SECTION FOR RBNF. COUNTERFORT WALL ALT LEGS FOUNDATION WALL—/ EA. WAY IN COUNTER FORT B" <�FF P1 AN #5'o (01O" EA. WAY BOT TYPICAL C{}UNTERF(}RT REINFORCING DWLa|N 2 ROWS @ENQ OF COUNTERFORT SEE P|4N � OT' CONC. COUNTERFORT COUNTERFORT ROWS @ END OF COUNTERFORT COUNTERFORT #5 DWLS x 1101 SEE PLAN SEE PLAN � 111 q � PER|k4ETER DRAIN PER SOILS ENGINEER VERIFY LOCATION IN -I FIELD p| SCALE: 3/4" = 1'-O" de8'OD�d by MPS ~ ' drown by MTNZJDH checked by ^ 'SSU8d PERMIT 06/08/07 CD's 8Z23ZO7 sheet |/l[� C 0) m >� _ m 0 . U 0 � oo o� 00000 z [ o� 00')0') � Oo' -0 �� m m � z � 00 m + [ u < U_ m V) _j _j� P:� C N� Z � 0 0 [ 00 00 m r~ _ � �Lo"/u-) mmm_ L 3 �� D+ � u �° ~ M ] � _I �<~< | u-> U_ | de8'OD�d by MPS ~ ' drown by MTNZJDH checked by ^ 'SSU8d PERMIT 06/08/07 CD's 8Z23ZO7 sheet |/l[� P:� �� r=� ° PEA 0 de8'OD�d by MPS ~ ' drown by MTNZJDH checked by ^ 'SSU8d PERMIT 06/08/07 CD's 8Z23ZO7 sheet |/l[� KRIVI CONSULTANTS, INC. JOB Potato Patch House 32 #0705-10 P.O. Box 4572 SHEET NO, SK-2 OF S9 Vail, Colorado 81658 DRAWN BY M TN DATE 09/11/07 (970) 949 -9391 CHECKED BY MPS DATE 09/11/07 Fax (970) 949-1577 SCALE 3/4" = 1'-0 4 -t---#5's CONT. HORIZ. @ 16" O.C. NA 81-P CONT. L PER SCHEDULE SEE SHEET S2 #5's VERT. @ 6" O.C. - #5 DWLS x COL- @ 12" O.C. 10" 8600'-8 T.O.F. PERIMETER DRAIN PER SOILS ENGINEER 3" STONE/CONC. PER ARCH. L --J 86048604 -'33 T.O. SLAB Ij "1 4 'Z4" CONIC. SLAB PER PLAN 4 4 1/2" EXP. MAT'L, TYP. 1'-0" 8" 8" 2'- 4 (2)-#5's CONT. HORIZ. TOP & BOT. #5's TRANSV. @ 16" O.C. (5)-#5's CONT. LONGIT. SCALE: 3/4" = 1'-0" gk 8628'-6 3/4 T T.O. STL. 1 1/2" LTWT. CONC., TYP. 8628'-9 T.O. PLYWD. x--11 7/8" 1— JOISTS PER PLAN W21 x57 (2)-1/2"0x6" LAGS 8x8 POST PER PLAN 3604'-3 T.O.W. #5's CONT. HORIZ, @ 16" O.C. CONT. L PER SCHEDULE SEE SHEET S2 1/2" EXP. MAT'L, TYP. SLAB PER PLAN (2)—#5's CONT. HORIZ. @ THICKENED SLAB EDGE I �P_#5's VERT. @ 16" O.C. (2)—#5's CONT. HORIZ. TOP & BOT. #5's TRANSV. @ 16" O.C. 4 ,1k 8594'-8 C\1 T T.O. F. 0 4 PERIMETER DRAIN PER SOILS ENGINEER 8" 8" Ir 2'— 41. 1 1/4x11 7/8 LSL RIM @ FLOOF PERIMETER INDICATED THUS, TYI 1 1/2" LTWT. CONC., TYP OL 8616'-9 T T.O. PLYWD. ... #5 DWLS x @ 16" O.C. W) (5)—#5's CONT. LONGIT. SCALE: 3/4" = 1'-0" 11 7/8" I—JOISTS PER PLAN — JOISTS PER PLAN I I , / � I CRIPPLE WALL (3)-1 3/406 LVL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 8623'-0 J4 M POST @ O ECIMCR or WATERPROOFING MEMBRANE 4" NOM. (MAX.) CONC. SLAB PER PER ARCH. BETWEEN POST PLAN ON WATERPROOFING MEMBRANE & CONIC. TOPPING 1 1/2" LTWT. CONC., TYP. PER ARCH. OVER 1 1/8" PLYWD. '01 1/2" LTWT. CONC., TYP. Z. — — — — — — — - 8616'-9 8622' X X X& T.O. PLYWD. --- 8622'-7 T.O. PLYWD.+ I—JOISTS PER PLAN 11 7/8" I—JOISTS PER PLAN CAP t: HSS 4x4x3/16 ..\— 1/2"x7 1/2"xO'-7 1/2 SOLID BLKG. UNDER JOISTS 16" LVL JOISTS PER PLAN y W/ (2)-1/2"Ox6" LAGS —SOLID BLKG. BTWN. JOISTS @ BRG., TYP. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" PACK WEB SOLID FOR FACEMOUNT HANGERS. FASTEN BLKG. W/ (2)-3/4"0 THRU-BOLTS @ 16" O.C. F6311111TRUM 2x6 STUDS @ 16" O.C. (2)-1 3/4x11 1/4 LVL (3)-1 3/4x11 1/4 LVL W1 8x35 SCALE: 3/4" = 1'-0" II II (3)-2xl2 II II II II [N1_0TE_. JOISTS NOT ISHOWN FOR CLARITY1 NOTCH BEAM FOR FLANGE OF STIL. BM. BM. PER PLAN SCALE: 3/4" = 1'-0" 34187; =0 C. LIJ 00 > (j 0 00 (0 0 'q- r �) < 00000 z 0p NO r0 r- r- 0 0) 0) z U) oo LLI W n X < C to tz 0 < LL_ D C U) Z - 0) 0 C C14 ()0 r- if) Lo a scorn,- 4 00 CF) 0) X 0 * 'q- 0 0 0)0) co 11� L 4_1 -jo X C5 < =0 C. designed MPS I q � drawn by MTN/JDH checked by issued PERMIT 06/08/07 CD's 8/23/07 sheet MY • • r �) O o a 0 O designed MPS I q � drawn by MTN/JDH checked by issued PERMIT 06/08/07 CD's 8/23/07 sheet MY • • / EMBED. NOTE: VERIFY TOP OF @ TOP, MID HT., AND Al I SLAB ON DECKPER @ 6 " 0. C. -cj L PLAN SEE 2/S10 FOR 4 4 NOTE: VERIFY TOP OF 2'-0 INFORMATION WALL ELEVATION W/ 4 10011, 2" I . , SLAB ON DECK PER PLAN TRANSV. REINF. CONC. BM. SEE 2/S10 PER 2/S10 a FOR INFORMATION 1/4 FITTED STIFFENERS #ooxn u OL SEE PLAN EA. SIDE OF WEB (NOT SHOWN 0 A= NGLE Z: TO SCALE) LONGIT. REINF. 0 CONT. EDGE ANGLE PER 2/S10 r6 TOP LAYER REINFORCING FOR BRIDGE SCALE: NOT TO SCALE @ 16" O.C. 8" 1" MIN. SHIM & GROUT CONT. L PER SCHEDULE �SEE l/S10 FOR WALL (4)-#5 VERT. SEE SHEET S2 CONSTRUCTION =r— —T- \Slo� —0 W/ NOTE: ELEVATED DRIVEWAY HAS (2)-5/8"06" EXP. 1/2" EXP. MAT'L. BEEN DESIGNED TO SUPPORT 0 ANCH.'s @ EA. SIDE (4) - #5 D WLS x 0 VEHICLES WEIGHING NOT MORE 1 L THEN 30,000 Ibs (GVW). SEE FTG. �CHED. FOR REINF. -ro CONCRETE DRIVEWAY SLAB ON DECK PER PLAN 8" CONC. ON 3C18 METAL DECK /l\ BY VULCR FT OR APPROVED E Q. RBNF. AS ' ��m _ W Slo V) NOTE: BEAMS EQUALLY X 1 \ �-CONT. L4x4xl/4 W/ �x4^ HAS �� 24" , \ SEE 1 FOR RETAIN ~ 1/2 . ' ' OC �~ WALL CONSTRUCTION � ' SEE SCHEID. VERIFY ALL ELEVATIONS WITH SCALE: 3/4" l'-O" Ga g;�� + ARCHITECT, CONTACT ENGINEER W/ A\ Slo 0 ANY CHANGES TO ELEVATIONS SHOWN. kl�o #5 DWLS x 1 3/4" CLR. STONE VENEER EMBED. PER ARCH. � \ y2 x4 x2 3 W \~y u/4 wxu nA'z lb C14. .\ BM '� 0 NOTE: VERIFY TOP OF PK-[ Slo »~~ ^`'^`~` 74'_10 CIA 8" SLAB PER PLAN 7 ^ �\ , \ H0R|Z. @ 16" OL SEE PLAN " STEP -A PKT Lo a- -< | " \ ' ' #5's VERT, @ 16" (2)-#7's LONGITJ SHEAR 1, �"x4"- '-O 1/2 --- CURYED L9x4x1 /2 W/ xO -� ' ' (3)-3/4"0 �� x O" EXP. ANCH.'a R-'BOLTS @ 38^` O.C. u / T. W. = SLOPED '� "~ ` � �-4' / \ T[iF. = 8622'-8 _ ' .. ' SCALE: 1 \ \ ` . +-~-~- j | SEE SIT NORTH / / | |LJ3�`-._ / ` ^ J / | | ' � / �� 0 1p Lo E PLAN SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING Uj U / NORTH BRIDGE FOUNDATION PLAN l' —O" PLAN NOTES v -- 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T(}.VK=TOP OF CONCRETE WALL TO.F.=TOP OF CONCRETE FOOTING 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVAll0N IS REQUIRED. J. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. DO NOT SCALE DRAWINGS. ` " �RT @16 < STONE VENEER—~�- | PER ARCH. | U' SEE SITE PLAN T.O. GRADE 117 z CONT. L4x4xl/4 W/ � , ' VYLS x E c/ e CONT. HOR|Z. PER 3CHED. -' TOP 8c BOT cli PERIMETER DRAIN P{ SOILS ENGINEER \--(5)-#5's CONT. LON/ TYPICAL SITE WALL SCALE: 3/4" = 1'-O" Co Uj 0 Co designed by MPS drawn by MTN JDH checked by issued PERMIT 06/08/07 CD's 8/23/07 �r N N (y) r` CD 0 (N N 0) w a r r U) ca U) r U) co 0 0 r- 0 c Ile `0 v1 r� m t� D O T wc c:. LU 0 r 0 r, 0 U) Q- 2 r ° 0 0 r I 2' -3" 3' -6" MIN, NOTES: 1. BOULDERS ARE TO BE 1' -6 TO 4' -0 IN DIMENSION AND SHALL BE OF ANGULAR SHAPES (NOT ROUND) 2. PLACE BOULDERS SO THEY INTERLOCK BOTH VERTICALLY AND HORIZONTALLY tQ 3. DIMENSIONS SHOWN ARE APPROX. d BUT THE TOTAL HEIGHT OF THE WALL MAY NOT EXCEED 9' -0 AND THE SLOPE MAY NOT BE STEEPER THAN 2:1 4. BACKFILL AND BASE SOILS SHALL BE VERIFIED BY SOILS ENGINEER DURING CONSTRUCTION OF WALL 0 TYPICAL BOULDER RETAINING WALL (DOUBLE TIER) �� `ri��ip✓r��rr`�d . nrr.;✓crr..ri. GRAVEL FILL AND FILTER FABRIC PER SOILS ENGINEER FOR DRAINAGE SCALE: 1 /2" = 1' -0" TYPICAL BOULDER RETAINING WALL (SINGLE TI AND FILTER SOILS ENGINEER �E MM SCALE: 3/4" = 1' -0" NOTES: 1. RETAINING WALLS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: LATERAL PRESSURE: ACTIVE — 40 pcf PASSIVE — 300 pcf COEFFICIENT OF FRICTION: SOIL — .35 ROCK — .7 FACTOR OF SAFETY: OVERTURNING — 1.5 SLIDING — 1.5 SOIL UNIT WEIGHT — 120 pcf CONCRETE UNIT WEIGHT — 150 pcf BOULDER UNIT WEIGHT — 150 pcf SOIL BEARING PRESSURE — 2000 psf 2. BOULDERS ARE TO BE 1' -6 TO 4' -0 IN DIMENSION AND SHALL E ANGULAR SHAPES (NOT ROUND). 3. PLACE BOULDERS SO THEY INTERLOCK BOTH VERTICALLY AND HORIZONTALLY. 4. DIMENSIONS SHOWN ARE APPROX. BUT THE TOTAL HEIGHT OF MAY NOT EXCEED 6' -0 AND THE SLOPE MAY NOT BE STEEPER 5. BACKFILL AND BASE SOILS SHALL BE VERIFIED BY SOILS ENGINE[ DURING CONSTRUCTION OF WALL 3 TIER RETAINING WALL DESIGN SCALE: 3/4" = 1' —O" NOTE: LEVEL WILL BE INCLUDED IN DEVICE ADDRESS DESCRIPTION. Battery Calculations Caddx NX -8E Standbv Device Type Number of Devices MANUFACTURER PART Description it • r •' ! MECH RM AT - 11 III, 1 1721133 ei IMI = 1WRI111011104rd .!• 1 • r !- ! - HALL OUTSIDE BEDROOMS - all zl:M SOUTHWEST BEDROOM �11' 0.17 - NORTHWEST BEDROOM SUM COLUMN FOR STANDBY LOAD 1 0.47 BOTTOM OF STAIRS = 0.015 Weatherproof Horn /Strobe 1 X 0.128 = MASTER BEDROOM SUM COLUMN FOR ALARM LOAD IN MULTIPLE LOCATIONS FOR SYS EM 0.783 = i 1 1:1�':'i'ii�Tii • •:�� X Required Standby Time in Hours 24 = 11.28 Alarm Load Current (Amps) 0.783 smoKE DETECTOR • • OF • ' 1 11.48 SMOKE DE to = LIVI M F- Z 1- Z DEVICE SPRINKLER WATERFLOW ¢ SPRINKLER TAMPER SWITCH DESCRIPTION ? > .z .�� CAL` F Q Q H •u O O SYSTEM SMOKE OR HEAT DETECTORS X X X SPRINKLER WATERFLOW SWITCH X X X 1 X X AC POWER LOSS X X GROUND FAULT X X OPEN CIRCUIT X 1 . 004 X •, ®_ 1 ,SPARE NOTE: LEVEL WILL BE INCLUDED IN DEVICE ADDRESS DESCRIPTION. Battery Calculations Caddx NX -8E Standbv Device Type Number of Devices MANUFACTURER PART Current (Amps) FACP Total Current (Amps) Main FACP CPU 1 X 0.075 = 0.075 NX -14E LGD Ke ad 3 X 0.075 - 0.225 NX -2192 Addressable Interface Card max draw 1 X 0.17 - 0.17 SUM COLUMN FOR STANDBY LOAD 1 0.47 =AMPS = 1 Alarm Load Device Type Number of Devices MANUFACTURER PART Current Am s FACP Total Current (Amps) Main FACP CPU 1 X 0.14 = 0.14 NX -14E LCD Ke ad 3 X 0.11 - 0.33 NX -2192 Addressable Interface Card 1 X 0.17 - 0.17 PA400 Sounder 1 X 0.015 = 0.015 Weatherproof Horn /Strobe 1 X 0.128 = 0.128 SUM COLUMN FOR ALARM LOAD IN MULTIPLE LOCATIONS FOR SYS EM 0.783 = AMPS Standby Load Current (Amps) 0.47 X Required Standby Time in Hours 24 = 11.28 Alarm Load Current (Amps) 0.783 X Required Alarm Time in Hours (15 MINUTES) 0.25 = 0.20 Add Standby and Alarm Load for Required Ampere Hour Battery 1 11.48 Batteries Provided: 12AH Note: The ma:omum draw for the NX -2192 Addressable Interface Card was used. This accounts for all initiating devices (smokes and heats) attached to the system. Therefore, each device is not individually accounted for. I GENERAL NOTES: • -�. LEGEND: SYMBOL DEVICE MANUFACTURER PART MOUNTING FACP Fire Alarm Control Panel Caddx (NetworkX) NX -8E w /NX -2192 Addressable Card Mount on wall in manufacturer backbox KP LCD Keypad /Annunciator Caddx (NetworkX) NX -148E Mount on wall in manufacturer backbox POTATO PATCH Photoelectric Smoke Detector ESL 449CST (w /integral sounder w /SI -ID Addressable Module 4" square box z O Heat Detector System Sensor 5600 w /SI -ID Addressable Module 4" square box M Sounder System Sensor PA40OW Single gang box �WP Horn /Strobe (110cd weatherproof) System Sensor P2RK Weatherproof backbox W H O R KEYPAD CIRCUITING, 4– #18AWG — — 4 WIRE DATA /POWER, 4-- #16AWG (2 PAIR) 2 WIRE SOUNDER CIRCUIT, 2– #18AWG RISER NOTES: 1. REFER TO CADDX NX -8E INSTALLATION MANUAL FOR MORE INFORMATION. 2. WIRE SIZE MAY BE VARIED, PROVIDED IT MEETS MANUFACTURERS SPECIFICATIONS. 120VAC DEDICATED POWER TELEPHONE LINE – FIRE TELEPHONE LINE – SECURITY DATA 0 P - — r TO NEXT (2 J1061 sl -ID _ SI -ID DEVICE MODUII F LE ADDRESSABLE POWE C 4 -WIRE 2 -WIRE TO NEXT (2 -16 DSEIMECTOR I DETECT R r DEVICE __ _ _I DATAZPOWER LOOP DETAIL I ? - --- EOLR {3 typ} {9 tyP) BELL O CADDX UTPU NX8E CONTROL PANEL BELL (1 typ) �WP EOLR {1 typ} CADDX CADDX NX148 NX148 KEYPAD KEYPAD SEQUENCE OF AHJ: VAIL FIRE DEPARTMENT PROJECT INFORMATION: Approved s c APPLICABLE CODES: 2002 NFPA OPERATIONS: z U) UNIT B r ifte Approve Noted- z V) POTATO PATCH USE: DUPLEX O z O COLORADO OF DUPLEX. SYSTEM INCLUDES SMOKE J ., z 0 t�D W H Cn ct W H O R w ALSO PROVIDED IN THE GARAGES. vi CONTROL KEYPADS ARE PROVIDED IN MULTIPLE LOCATIONS FOR SYS EM CONTROL. w Q FIRE PROTECTION ENGINEER:�'p p V p DEBORAH SHANER, P.E., SHANER LIFE SAFETY. t i to = Z F- Z 1- Z DEVICE PHONE: 970 - 409 -9082 ¢ z DESCRIPTION ? > .z .�� CAL` F Q Q H �© O O SYSTEM SMOKE OR HEAT DETECTORS X X X SPRINKLER WATERFLOW SWITCH X X X SPRINKLER TAMPER SWITCH X X AC POWER LOSS X X GROUND FAULT X X OPEN CIRCUIT X X ,a 0 w w w U, Ott FULL �U u�i"wsxnvwl1 iZ O� ce -,U z0 mac. O WZ(A vwiW }�m =�E-0- 0 wa wO t - �z°Z w0 mw w0ZQ� ocm co Wywj4ce J �� WO hT0J'i0=> Vf z '^� wF -ww0= i.— OF- UJOU, Pu. :z r': W W W 0 z z z0W"' ©u d> wz ` e n CL S w w = d�QO °z ow V,y QW °zo� JLL. c�Q w z 009.253 5 `^0 0 QUJ%'= 0 J QZ1 ��,- WW 0ZZ<- o z�z OW3wm� ON �UO °Z> W00 yw w0 J w O w h- -+ J R Z d01z -a��3 F-� d >U o 00 _tD Lo 00 d, r. Q o iii z N Ui � tri V Q zm rn O L x L� m U W d Im t AHJ: VAIL FIRE DEPARTMENT PROJECT INFORMATION: Approved s c APPLICABLE CODES: 2002 NFPA LOT 32, POTATO PATCH, UNIT B r ifte Approve Noted- 811 POTATO PATCH USE: DUPLEX ` VAIL, COLORADO OF DUPLEX. SYSTEM INCLUDES SMOKE ` ., FIRE ALARM SYSTEM ,a 0 w w w U, Ott FULL �U u�i"wsxnvwl1 iZ O� ce -,U z0 mac. O WZ(A vwiW }�m =�E-0- 0 wa wO t - �z°Z w0 mw w0ZQ� ocm co Wywj4ce J �� WO hT0J'i0=> Vf z '^� wF -ww0= i.— OF- UJOU, Pu. :z r': W W W 0 z z z0W"' ©u d> wz ` e n CL S w w = d�QO °z ow V,y QW °zo� JLL. c�Q w z 009.253 5 `^0 0 QUJ%'= 0 J QZ1 ��,- WW 0ZZ<- o z�z OW3wm� ON �UO °Z> W00 yw w0 J w O w h- -+ J R Z d01z -a��3 F-� d >U o 00 _tD Lo 00 d, r. Q o iii z N Ui � tri V Q zm rn O L x L� m U W d Im t AHJ: VAIL FIRE DEPARTMENT 0 APPLICABLE CODES: 2002 NFPA 72, 2003 IFC, 2003 IBC ry OCCUPANCY: GROUP R 0 USE: DUPLEX CD e? FIRE ALARM SYSTEM FOR UNIT B OF DUPLEX. SYSTEM INCLUDES SMOKE ., DETECTORS IN SLEEPING ROOMS, AREAS OUTSIDE OF SLEEPING ROOMS' AND STAIRWELL LANDINGS. HEAT DETECTORS ARE PROVIDED IN THE GARAGE, KITCHEN AND LAUNDRY ROOMS. THE SMOKE DETECTORS HAVE INTEGRAL SOUNDERS. A HORN IS ALSO PROVIDED IN THE GARAGES. CONTROL KEYPADS ARE PROVIDED IN MULTIPLE LOCATIONS FOR SYS EM CONTROL. R X FIRE PROTECTION ENGINEER:�'p DEBORAH SHANER, P.E., SHANER LIFE SAFETY. PO BOX 1073, FRISCO, CO 80443: 23 PHONE: 970 - 409 -9082 FAX: 720 -- 294 -9849 ,a 0 w w w U, Ott FULL �U u�i"wsxnvwl1 iZ O� ce -,U z0 mac. O WZ(A vwiW }�m =�E-0- 0 wa wO t - �z°Z w0 mw w0ZQ� ocm co Wywj4ce J �� WO hT0J'i0=> Vf z '^� wF -ww0= i.— OF- UJOU, Pu. :z r': W W W 0 z z z0W"' ©u d> wz ` e n CL S w w = d�QO °z ow V,y QW °zo� JLL. c�Q w z 009.253 5 `^0 0 QUJ%'= 0 J QZ1 ��,- WW 0ZZ<- o z�z OW3wm� ON �UO °Z> W00 yw w0 J w O w h- -+ J R Z d01z -a��3 F-� d >U o 00 _tD Lo 00 d, r. Q o iii z N Ui � tri V Q zm rn O L x L� m U W d Im t 0 ry 0 CD e? U CL ., a u ( 1 SCA UNIT B, LOWER LEVEL SCALE: 1/8" = V -0° --bD-4 p • A & Cf K& � n V n n ` • t n rr � 1 FROM ! CEILING s MOUNTED FOR GARAGE DOOR OPENER • I v w uj ca ©Q 0 w W -j �z O o u �zv_,zcu w F-m z_nce CL -0 o Luce w — =U G1 Z I° w 0 Z Z F- w0 a on u. mwvw ceW 00 m wO a -J =Z�W F- w Lu JA Z- -ovfzD z A vwiz' a0—F- '0� t- p vi via �z ovF"i E 0. 0�0,., �w z� WUJw -00-z co u vAa >WCCU go'0F"OO qw t7= Luz ww °- wzu.pu zF- '`t�W snzn aLu NFF- �m Z �.. W ci L7< zaw ow.� Zm 5< �Z �p a <UJ>.z Z 0 C> Zoz oz in o EA �yw0�F- SwF.. ►- o3ump Za << ZFZ wQ0 �U �' 0 °h_ snzn `--a dWd d0E-o- F= -D -iRz 4 >u 0 00 u (D w 00 6 z 0 0) Z N uO al Zrn M 0 oG m E—ci V W J W 12.. O I-- cn < C) Q- 41 < > W V) 0 -FA-00