The URL can be used to link to this page

Home My WebLink AboutBLD2023-00397 SFR - BLD Application - 4/13/2023 • MASON COUNTY COMMUNITY SERVICES Permit No: P� ILl PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL t f r— 615 W.Alder Street,Shelton,WA 98584 R E G E D Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone Belfalr.(360)275-4467•Phone Elma:(360)482-5269 APR 13 N23 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:DAVID 8 BECKY ANDERSON NAME:FOX CUSTOM HOMES INC. MAILING ADDRESS:PO BOX 149 MAILING ADDRESS:PO BOX 111349 t' CITY:WAUNA STATE:WA ZIP:98395 C=:TACOMA STATE:WA ZIP:98411-1349 PHONE#1:206-818-2291 PHONE:253-474-2619 X104 CELL: PHONE#2: EMAIL :ADMIN@FOXCUSTOMHOMES.COM EMAIL: L&I REG#FOXCUCH931MQ EXP. 83423 PRIMARY CONTACT: OWNER❑ CONTRACTOR[a OTHER❑ NAME FOX CUSTOM HOMES INC EMAIL ADMIN c@FOXCUSTOMHOMES.COM MAILING ADDRESS SAME AS ABOVE CITY STATE ZIP PHONE CELL ` PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12219-50-00052 ZONING LEGAL DESCRIPTION(Abbreviated) LAKELAND VILLAGE 7 LOT:52 FIRE DISTRICT SITE ADDRESS 270 E WESTLAKE DR.N CITY DIRECTIONS TO SITE ADDRESS ALLYN HWY 3,WEST ONTO E WESTLAKE DR N,FOLLOW AROUND LAKE TO END OF ROAD IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑ SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE E] RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW[a ADDITION❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)SFR IS USE: PRIMARY❑� SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS t. HEATED STRUCTURE? YES(Whole Bldg)❑� YES(Part[s)ofmd,Z& NO❑ DESCRIBE WORK CONSTRUCTION OF ANEW SFR WI ATTACHED GARAGE SQUARE FOOTAGE: (proposed) I ST FLOOR 1612 sq.ft. 2ND FLOOR sq,ft. 3R19 FLOOR sq.ft. BASEMENT 858 sq.ft. DECK sq.ft. COVERED DECK144 sq.ft. STWGE 412 q s ft. OTHER s ft. GARAGE442 sq.ft. Attached❑r Detached❑ CARPORT sq,ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE /� MODEL YEAR LENGTH WID BEDROOMS BATHS SERIAL ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER 0 / NEW❑� EXISTING❑ PLUMBING IN STRUCTURE? YES E] NO❑ If yes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES NO[] EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS 2 TOTAL BEDROOMS 2 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permittapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) yd X DaviduonlAi d,lOD��eYfm Apr 13,2023 vorl Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE I TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH I Permit No: 66512623 MASON COUNTY COMMUNITY DEVELOPMEPff C ENE D Permit Assistance Center, Building,Planning APR 13 2023 PLUMBING & MECHANICAL PERMIT APPLICATION5 VV. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:DAVID&BECKY ANDERSON NAME:FOX CUSTOM HOMES INC. MAILING ADDRESS:Po Box 149 MAILING ADDRESS:Po BOX 111349 CITY:WAUNA STATE:wA ZIP:98395 CITY:TACOMA STATE:wA ZIP:98411-1349 1S1 PHONE: PHONE:253-474-2519 CELL: 2n1 PHONE: EMAIL :ADMIN@FOXCUSTOMHOMES.COM EMAIL: L&I REG#FOXCUCH931MO EXP. o8 /03 /2023 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):12219-50-00052 Zoning: LEGAL DESCRIPTION(Abbreviated):LAKELAND VILLAGE 7 LOT 52 SITE ADDRESS:270 E WESTLAKE DR.N CITY:ALLYN DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW=ADD=ALI=REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2No FLOOR=BASEMENT=GARAGED OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric ✓=L,PG[=1Natural Gas=:]Ductless= Toilets 3 Type of Unit No.of Units Fees Bathroom Sink 3 Furnace 1 Bath Tubs 1 Heat Pump 1 Showers 2 Spot Vent Fan 4 Water Heater 1 Propane Tank 1 Clothes Washer 1 Gas Ou is Kitchen Sinks 1 Woo Gad ellet Stove 1 Dishwasher 1 Kitchen xhaust Hood 1 Hose bibs 2 Dryer Vent 1 Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or contractor.I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT EL. 5-1-L3 PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN IRISGROUP civil engineers Anderson New Single-Family Residence Stormwater Control Plan Date Prepared 12/9/22 Subject Property 270 E Westlake Dr N Allyn,WA 98524 Mason County Tax Parcel#122195000052 Applicant Dave and Becky Anderson Reviewing Agency Mason County,WA Project Engineer Nicholas D.Taylor, PE The Iris Group PLLC (360)890-8955 ntaylor@irisgroupconsulting.com "I hereby certify that this Stormwater Control Plan has been prepared by me or under my supervision and meets minimum standards of the 2012 Washington State Department of Ecology Stormwater Management Manual for Western Washington and normal standards of engineering practice. I hereby acknowledge and agree that the jurisdiction does not and will not assume liability for the sufficiency,suitability,or performance of drainage facilities designed by me." PS DAV/p l pF WASH�y 4i Z y CZ`0 7O ~46113 /ST ER�� `�sS/ONM_ 12/9/22 Table of Contents Section 1—Proposed Project Description .....................................................................................................................3 MinimumRequirements............................................................................................................................................3 MR#1—Preparation of Drainage Control Plans....................................................................................................3 MR#2—Construction Stormwater Pollution Prevention......................................................................................3 MR#3—Source Control of Pollution.....................................................................................................................3 MR#4—Preservation of Natural Drainage Systems and Outfalls.........................................................................3 MR#5—Onsite Stormwater Management............................................................................................................3 MR#6—Runoff Treatment....................................................................................................................................3 MR#7—Flow Control............................................................................................................................................4 MR#8—Wetlands Protection................................................................................................................................4 MR#9—Operation and Maintenance...................................................................................................................4 Section2—Existing Conditions......................................................................................................................................4 Section3—Soils Investigation.......................................................................................................................................4 Groundwater.........................................................................................................................................................4 Section 4—Wells and Septic Systems............................................................................................................................4 Section5—Fuel Tanks...................................................................................................................................................4 Section6—Subbasin Description ..................................................................................................................................5 Section7—Floodplain Analysis......................................................................................................................................5 Section 8—Aesthetic Considerations for Facilities........................................................................................................5 Section9—Facility Selection and Sizing........................................................................................................................5 Section10—Conveyance System..................................................................................................................................6 Section 11—Offsite Analysis&Mitigation ....................................................................................................................6 Section 12—Covenants, Dedications, Easements,Agreements....................................................................................6 Section 13—Other Permits or Conditions Placed on the Project..................................................................................6 Attachments A.Stormwater Site Plan B. NRCS Soils Report C. Existing Conditions Map D.Stormwater Model output 2 of 5 Section 1 — Proposed Project Description This Stormwater Control Plan (SCP) was completed in accordance with the 2012 Washington State Department of Ecology Stormwater Management Manual for Western Washington (SWMM). The SWMM was used to determine the applicable requirements for this project, including both the type of drainage plan and the core requirements. This proposed project falls under New Development,as the impervious site coverage is currently less than 35%. Project Description: The project includes construction of a new single-family residence and associated appurtenances on a 0.61-acre parcel in unincorporated Allyn,Washington.See Attachment (Stormwater Site Plan)for proposed improvements. Proposed Improvements: Proposed hard surfaces include a proposed roof and driveway. No off-site improvements are proposed. See proposed surface coverage in Table 1. Minimum Requirements Per SMMWW Volume 1,figure 1-2.4.1,Minimum Requirements#149 apply to the new and replaced hard surfaces, as well as converted vegetation areas. MR#1— Preparation of Drainage Control Plans Preparation of this SCP meets the intent of Minimum Requirement#1. MR#2—Construction Stormwater Pollution Prevention The Stormwater Site Plan included as AttachmentA shows erosion and sediment control best management practices (BMPs) such as a construction entrance and silt fence along with associated details and installation/maintenance notes. MR#3—Source Control of Pollution A Pollution Source Control Program(PSCP)is not applicable,as the project is single-family residence. MR#4— Preservation of Natural Drainage Systems and Outfalls All runoff from the existing site sheet flows east toward Anderson Lake. The project plans to discharge all roof runoff to Andersson Lake,mimicking the existing drainage pattern. There is little to no offsite run-on to the development area. MR#5—Onsite Stormwater Management The flow chart in SWMM Figure 1-2.5.1 indicates that the project is required to us BMPs from List#2. MR#6— Runoff Treatment As the project proposes less than 5,000 SF of pollution generating hard surface, runoff treatment is not required. 3of5 MR#7—Flow Control The following circumstances require achievement of the standard flow control require mentforwestern Washington: 1. Projects in which the total of effective impervious surfaces is 10,000 square feet or more in a threshold discharge area,or 2. Projects that convert%acres or more of vegetation to lawn or landscape, or convert 2.5 acres or more of native vegetation to pasture in a threshold discharge area, and from which there is a surface discharge in a natural or manmade conveyance system from the site,or 3. Projects that through a combination of effective hard surfaces and converted vegetation areas cause a 0.10 cubic feet per second increase in the 100-year flow frequency from a threshold discharge area as estimated using the Western Washington Hydrology Model or other approved model and one hour time steps(or a 0.15 cfs increase using 15-minute time steps). The total effective impervious surface is less than the 10,000 square foot threshold for flow control. The project proposes to convert less than % acres of vegetation to lawn or landscape. Per the WWHM output included as Attachment D, the increase in the 100-year flow rate is 0.0449. Thusly, flow control is not required. All driveway areas that will be treated with the basic dispersion BMP are modeled as lawn. All roof surfaces tributary to the proposed drywell are omitted from the model. All disturbed surfaces to remain pervious will be treated with the post-construction soil quality and depth detail and are modeled as pasture. MR#8—Wetlands Protection As this project does not discharge into a wetland, Minimum Requirement#8 is not applicable to this project. MR#9—Operation and Maintenance As there are no proposed facilities requiring maintenance, an Operation and Maintenance Manual has not been prepared. Section 2 — Existing Conditions The site is a vacant lot as depicted on the Existing Conditions Map included as Attachment C. Existing grades are based on contour data from the Puget Sound LIDAR Consortium. Section 3 —Soils Investigation The NRCS Soils Report,Attachment B, indicates that site soils are Everett very gravelly sandy loam, 8 to 15 percent slopes,which are Type A soils. Groundwater The NRCS Soils Report,Attachment B,indicates that groundwater is at a depth greater than 80". Section 4—Wells and Septic Systems There are no known wells or septic systems on the subject property. Section 5 — Fuel Tanks There is no indication of existing above or below grade fuel tanks on the property. 4of5 Section 6— Subbasin Description There is no off-site drainage tributary to the project. Section 7 — Floodplain Analysis Mason County GIS data indicates that the site is next to,but not within a flood plain. Section 8 —Aesthetic Considerations for Facilities The proposed BMPs will not be visible. Section 9 — Facility Selection and Sizing Lawn and Landscaped Areas The Post Construction Soil Quality and Depth BMP is the first and only BMP for this type of surface, and it will be applied to all disturbed surfaces that are to remain impervious. Roofs Full dispersion is infeasible due to the lack of a 100'vegetative dispersion area. Downspout full infiltration is infeasible,as there is no area on the site that is both downhill from the proposed residence and not on a+33%slope. Bioretention is infeasible,as there is no area on the site that is both downhill from the proposed residence and not on a+33%slope. Downspout dispersion is infeasible,as there is not a 50'vegetative flow path available that is not on a slope between 15%and+33%. Perforated stub-outs are infeasible due to the only possible location for the perforated stub-outs being located on a+33%slope. As there are no feasible List#2 BMPs,the project proposes to discharge all roof runoff directly to Lake Anderson through a tight-line and perforated diffuser pipe. Other Hard Surfaces Full dispersion is infeasible due to the lack of a 100'vegetative dispersion area. Permeable pavement is infeasible,as the driveway will not be paved. Bioretention is infeasible,as the proposed driveway grades will not allow for the collection and shallow infiltration of runoff. Sheet flow dispersion is feasible and a 10'vegetative dispersion area with a 2'wide gravel dispersion strip is proposed for all driveway surfaces. Tabulation of basin areas is included in Table 1 below. Area(SF) Existing Hard Surface 0 Existing Hard Surface to Remain 0 Replaced Hard Surface 0 Converted Impervious to Pervious 0 New Hard Surface 5,222 5 of 5 Total New Plus Replaced Hard Surface 5,222 Total Hard Surface After Project 5,222 New Pollution Generating Hard Surface 2,610 Proposed Effective Hard Surface 2,610 Disturbed Area 12,466 Table 1—Surface Coverage Section 10— Conveyance System Proposed conveyance features include 4"and 6"drainage pipes. Section 11 — Offsite Analysis & Mitigation This section is not applicable as stormwater will not be discharged to an offsite conveyance. Section 12 — Covenants, Dedications, Easements, Agreements There are no proposed onsite facilities that would require covenants,dedications,easements,or agreements. Section 13 —Other Permits or Conditions Placed on the Project A building permit will be required for the project. There are currently no known conditions of approval. 6of5 Attachment A 3 Custom Soil Resource Report 3 Soil Map 511380 511 511400 511410 511420 511430 511440 511450 5111 460 511I 70 511480 511490 511500 511510 511520 511530 511540 511560 47'23'0'N 47°23'0"N r• ipt � C o i.y • O O 3 2�$ F yli IN 1 i� Soil alfel at this scale. 47'22'S6"N I I 47°22'56'N 511,W) 511390 511400 511410 511420 511430 511440 511450 511460 511470 511480 511490 511500 511510 511520 511530 511540 511550 3 3 Map Scale:1:820 if printed on A landscape(11"x 8.51 sheet � N Mks � 0 10 20 40 60 0 35 70 140 210� Map proied3on:web Mercator comer oo«dinaaes:wc584 Ease am:UTM Zom 10N wcs84 6 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your ACI were mapped at E] Area of Interest(AOI) Stony Spot 1:31,700. rot Y Soils Very Stony Spot 0 Soil Map Unit Polygons Warning:Soil Map may not be valid at this scale. Wet Spot ,y Soil Map Unit Lines Enlargement of maps beyond the scale of mapping can cause Other misunderstanding of the detail of mapping and accuracy of soil � Soil Map Unit Points 9 PP 9 Y Special Line Features line placement.The maps do not show the small areas of Special Point Features contrasting soils that could have been shown at a more detailed V Blowout Water Features scale. Streams and Canals Borrow Pit Transportation Please rely on the bar scale on each map sheet for map x Clay Spot +44 Rails measurements. Q Closed Depression Interstate Highways Gravel Pit Source of Map: Natural Resources Conservation Service ti US Routes Web Soil Survey URL: Gravelly Spot Major Roads Coordinate System: Web Mercator(EPSG:3857) Landfill Local Roads Maps from the Web Soil Survey are based on the Web Mercator A. Lava Flow Background projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Marsh or swamp . Aerial Photography Albers equal-area conic projection,should be used if more Mine or Quarry accurate calculations of distance or area are required. ® Miscellaneous Water This product is generated from the USDA-NRCS certified data as ® Perennial Water of the version date(s)listed below. V Rock Outcrop Soil Survey Area: Mason County,Washington + Saline Spot Survey Area Data: Version 18,Sep 8,2022 Sandy Spot Soil map units are labeled(as space allows)for map scales Severely Eroded Spot 1:50,000 or larger. 0 Sinkhole Date(s)aerial images were photographed: Nov 21,2021—Nov y Slide or Slip 29,2021 oa Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. 7 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI Eh Everett very gravelly sandy 2.5 91.8% loam,8 to 15 percent slopes W Water 0.2 8.2% Totals for Area of Interest 2.7 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas.A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar,components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each.A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements.The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, 8 Custom Soil Resource Report onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations,or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas.Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 9 Custom Soil Resource Report Mason County, Washington Eh—Everett very gravelly sandy loam, 8 to 15 percent slopes Map Unit Setting National map unit symbol: 2t62b Elevation: 30 to 900 feet Mean annual precipitation: 35 to 91 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 180 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Everett and similar soils:80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Everett Setting Landform: Kames, eskers, moraines Landform position (two-dimensional):Shoulder, footslope Landform position (three-dimensional): Base slope, crest Down-slope shape: Convex Across-slope shape: Convex Parent material:Sandy and gravelly glacial outwash Typical profile Oi-0 to 1 inches: slightly decomposed plant material A - 1 to 3 inches: very gravelly sandy loam Bw-3 to 24 inches: very gravelly sandy loam C1 -24 to 35 inches: very gravelly loamy sand C2-35 to 60 inches: extremely cobbly coarse sand Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water(Ksat): High (1.98 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low(about 3.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A Ecological site: F002XA004WA- Puget Lowlands Forest Forage suitability group: Droughty Soils (G002XN402WA), Droughty Soils (G002XS401 WA), Droughty Soils (G002XF403WA) Other vegetative classification: Droughty Soils (G002XN402WA), Droughty Soils (G002XS401 WA), Droughty Soils (G002XF403WA) Hydric soil rating: No 10 Custom Soil Resource Report Minor Components Alderwood Percent of map unit: 10 percent Landform: Ridges, hills Landform position (two-dimensional):Shoulder Landform position (three-dimensional): Nose slope, talf Down-slope shape: Linear, convex Across-slope shape:Convex Hydric soil rating: No Indianola Percent of map unit: 10 percent Landform: Eskers, kames, terraces Landform position (three-dimensional): Riser Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No W—Water Map Unit Composition Water: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. 11 Attachment C Mason County WA GIS Web Map At Y , 5 # 7 a55 y, f� ilk- 5 1. o � rL " _ Y AKT- p t� _ L_ 12/9/2022, 12:16:26 PM 1:765 0 0.01 0.01 0.02 mi EJ Tax Parcels (Zoom in to 1:30,000) 0 0.01 0.02 0.04 km Contours 5 ft Source:Esn,Maxar,Earthstar Geographics,and the GIS User Community Mason County WA GIS Web Map Application Maxar,Microsoft Attachment D General Model Information Project Name: DBA01 Site Name: Anderson Site Address: City: Report Date: 12/9/2022 Gage: Quilcene Data Start: 1955/10/01 Data End: 2008/09/30 Timestep: 15 Minute Precip Scale: 1.222 Version Date: 2021/08/18 Version: 4.2.18 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year DBA01 12/9/2022 10:27:49 AM Page 2 Landuse Basin Data Predeveloped Land Use Predeveloped LOD Bypass: No GroundWater: No Pervious Land Use acre A B, Forest, Flat 0.29 Pervious Total 0.29 Impervious Land Use acre Impervious Total 0 Basin Total 0.29 Element Flows To: Surface Interflow Groundwater DBA01 12/9/2022 10:27:49 AM Page 3 Mitigated Land Use Developed LOD Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.0599 A B, Pasture, Flat 0.17 Pervious Total 0.2299 Impervious Land Use acre Impervious Total 0 Basin Total 0.2299 Element Flows To: Surface Interflow Groundwater DBA01 12/9/2022 10:27:49 AM Page 4 Routing Elements Predeveloped Routing DBA01 12/9/2022 10:27:49 AM Page 5 Mitigated Routing DBA01 12/9/2022 10:27:49 AM Page 6 Analysis Results POC 1 aro - 0.02 `~ 0 " IL 0,01 0 « •�10E-5 10E b 10E3 10E-2 10E-1 1 10 100 « ' o vool o ocm P�ro�nt TfM�Exoa�dir,p ]5 I t S 1 r IC 50 "J PO A: 6 6 ?9 095 i + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.29 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.2299 Total Impervious Area: 0 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.003558 5 year 0.010062 10 year 0.016316 25 year 0.026159 50 year 0.03468 100 year 0.044027 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.013975 5 year 0.030702 10 year 0.043847 25 year 0.061647 50 year 0.075255 100 year 0.088858 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1956 0.005 0.015 1957 0.008 0.037 1958 0.004 0.013 1959 0.002 0.007 1960 0.011 0.023 1961 0.010 0.021 1962 0.000 0.001 1963 0.018 0.050 1964 0.009 0.024 1965 0.014 0.023 DBA01 12/9/2022 10:27:49 AM Page 7 co T 0) U O n o 00 � N � O (� N N _ O c N_ G Oi N C CIO '(3 70 N O "ImOCDMO OI-- N O-t-LnNM'tLONOO OOMmCA�NNmNmOO"zj-oONCOO� 0OON� COzl' OMLOOD Q�OLOOOOf-MCDrl_ t -OOr- ONO-NNON� - zlmCD ON(DOOLOLt70000NNN•-NONC) (D� O•-(DCDLOLO"ctd'��MNN O O O O O O 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F t O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >2 0 0 0 O O O O O O O O () O'an� ^L W LL U L O Y O d >(DOI-LOWr-N =MN (0 d-MNOctMr--LOCOCDOM(DNS-Nr-f-0(DNO�OI-OMON(�O(DMNCD NLON�tO�_ Y-aTN01,-(DM--000) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O O O O O O O O O O O O O O O O CC O O O O O O O O O O O O O O O O O O O O O O O O O (a 0-d 0 0 0 0 0 0 0 0 0 0 0 C � C � Q Q N � CDr- 00CDO - NM'tLO(DI-- COO)O=NMzlmuO(DI,-a0MCD NM ,tLO(Ot-WM(D- NM ,:I' LOCO1l-o0 C O (0CD(.0(.0tl- tl- 1- 1` I- tl_ t- tl_ t` 1l- 00 00 00 00 00o0o000COOOmmm(Am(AmO mmC)00000000 CD C3�C3�0C C (A CAOO�O�O�( (3�(3�0( CA(�O( (3�CA(�C�0000(�(3�a70(A(3�000000000 �/ (0 m O� m c- NNNNNNNNN L.L_ D� W� NMai'LO(Dtl- MM-� 0 12 0.0094 0.0240 13 0.0085 0.0235 14 0.0076 0.0234 15 0.0074 0.0226 16 0.0071 0.0220 17 0.0065 0.0220 18 0.0063 0.0215 19 0.0059 0.0210 20 0.0059 0.0209 21 0.0058 0.0203 22 0.0053 0.0201 23 0.0052 0.0198 24 0.0050 0.0191 25 0.0044 0.0150 26 0.0040 0.0140 27 0.0040 0.0140 28 0.0038 0.0132 29 0.0036 0.0129 30 0.0035 0.0125 31 0.0031 0.0116 32 0.0030 0.0114 33 0.0029 0.0102 34 0.0028 0.0098 35 0.0024 0.0097 36 0.0024 0.0096 37 0.0023 0.0093 38 0.0022 0.0090 39 0.0020 0.0087 40 0.0018 0.0084 41 0.0017 0.0075 42 0.0017 0.0068 43 0.0012 0.0064 44 0.0008 0.0059 45 0.0005 0.0054 46 0.0005 0.0046 47 0.0004 0.0042 48 0.0002 0.0024 49 0.0002 0.0020 50 0.0002 0.0018 51 0.0002 0.0011 52 0.0002 0.0011 53 0.0002 0.0009 DBA01 12/9/2022 10:28:09 AM Page 9 0 000000000000000000000000000000000000000000000000000000� p °J o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p C Dc 0000000000000000000000000: CDCfl000000�1-1�1rn0001U7U1��AWW CA)NNN---000(D(D(00D0000-4 -4 -40O)0(YiCnC1�-?�WWWNNN�� N -1�--I-Ph.--I�--1�-- 4�6--4 -I� -4 -P, M4�:,—OD 004�1.—M M��00 A�00(� •_r O .� =3 T WWWWWWCn0-1 11 00 00 00 00WW(0c0 NNNNNNNWW.;�,CncnCn0-100c0-- -- O NNNN-46MM M0-IC000OOONW0C0NOO—OTC -P,CD ONU1C0� mil.?Cn CA Q Cp(D 000-I11-1-I000000(0(0-•-- NNNNNNNWWW CnCICnO-IVOD(D— � OCn00NCnOCY)O4�-,W4-,M0000— NNW-0 Ph.�CnM-4WCO—NW�M-ICD—N PCb—-P�--10?(.O-9h.00OOOCo—N)cn_. N�OO(00Cn (000WMWCn-4N)M- — AWC)M AW(0(0C)— --4 M 4MWCA—N--CDC) CAN— NNNNNN CD co CD CDOD-4 ONN-P-MMCnWNN-•NNWWWNN —N NNN NNWWNWWWAA�WWN —000CDCDM A-•CDWMCp OOCAOOWNWOCn -1N-lOCnON-IO-40(0-•WCDCO�4W-•O CA)OOCDOONW-ph,—CO0)0)—O-00�(0MC)WCn� j� 0OCAO0WOWO�1CnCnCnOONN�ION4�---- MW—N00—ODO—MC)00NONO-ph.OWCA-IW-P00 CD N rt O N to CD O -il 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 71 TI 71 71 71 TI 71 71 T1 TI 71 71 71 71 71 71 71 71 71 71 71 71 71 71-a o � � � LUN V Nv � � � � v � � CUCVCVCUCUCV0) 0) 0) V NN V Nvv � N � vvNiUNiULUivLVN V NiULUvvNNiUvy - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D y v ca m 0 0.0197 3 59 1966 Fail 0.0201 2 58 2900 Fail 0.0204 2 55 2750 Fail 0.0207 2 53 2650 Fail 0.0211 2 50 2500 Fail 0.0214 2 49 2450 Fail 0.0217 2 45 2250 Fail 0.0221 2 41 2050 Fail 0.0224 2 40 2000 Fail 0.0227 2 39 1950 Fail 0.0230 2 38 1900 Fail 0.0234 2 37 1850 Fail 0.0237 2 33 1650 Fail 0.0240 2 31 1550 Fail 0.0244 2 29 1450 Fail 0.0247 2 28 1400 Fail 0.0250 2 28 1400 Fail 0.0254 2 26 1300 Fail 0.0257 2 26 1300 Fail 0.0260 2 26 1300 Fail 0.0264 2 25 1250 Fail 0.0267 2 24 1200 Fail 0.0270 2 23 1150 Fail 0.0274 2 23 1150 Fail 0.0277 2 23 1150 Fail 0.0280 2 22 1100 Fail 0.0284 2 22 1100 Fail 0.0287 2 22 1100 Fail 0.0290 2 21 1050 Fail 0.0294 2 21 1050 Fail 0.0297 2 21 1050 Fail 0.0300 2 20 1000 Fail 0.0304 2 20 1000 Fail 0.0307 2 20 1000 Fail 0.0310 2 20 1000 Fail 0.0314 2 20 1000 Fail 0.0317 2 20 1000 Fail 0.0320 1 20 2000 Fail 0.0324 1 19 1900 Fail 0.0327 1 18 1800 Fail 0.0330 1 17 1700 Fail 0.0334 1 17 1700 Fail 0.0337 1 17 1700 Fail 0.0340 1 17 1700 Fail 0.0343 1 17 1700 Fail 0.0347 0 16 n/a Fail The development has an increase in flow durations from 1/2 Predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. The development has an increase in flow durations for more than 50% of the flows for the range of the duration analysis. DBA01 12/9/2022 10:28:09 AM Page 11 Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. DBA01 12/9/2022 10:28:09 AM Page 12 Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings X = X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area(sum of all areas) If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 t Nam,24n _ Parcel# , ��CI• `(Ji.CJ"/Z BLD# 02 ' 4 Mason County Department of Community Development 615 W. Alder Street Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in t e r entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT. 450 Mail:P 0 Box 1850, Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail:P 0 Box 1666, Shelton WA 98584 Physical: 426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- escribe o erty for review and inspection as may be require . }{ Owner/ gent/Contractor(circle one)Date: t ! 2 Page 2 of 2 �bWZa5 - 0311 -7 `SITE ; Ar EH APPROVED r Rhonda Thompson 05/08y2023 V F Public sewer and water t E �u= VICINITY .Is SITE DATA UTILITIES PROVIDED IV TIE OrEr.FPONIED SNE AODPESJ. lrO EE VIEITT.A.,Dn NORTN z ,ATER AND—I INPFovENENTS ADE NO OEFETED aN TMERYI. wA= W A_AoEv".c'me]ca w4 DATu z O MEvo�N4,uN�swcTON. iuioN coum.wA O. Hw SITE COVERAGE DATA(WITHIN LOD) w SCAL Eson"In 4 nAao SIREACE TO RENAM. 0� z NT w TFuaO NARosuNAce ass a TOFE a �� TO ERTEp EKERVKKlE PvquJ OSF NEV VLTOITAHAID suFF oN.aowxACE s,ui suF a y TTO u NARD suRFACE AFTER Nw,Fcr s p]r Ir EXISTING CONDITIONS— SE � EXpTMO FEA—I ARE AFwrOxMATEL AT DEFKTFDMMAIgV T EDEOOATA A aN II `Et \ x I""o AND THE Q I ,I4__IONS ONwIt s'srvovuE uRE�LL � r a t& PE rn FRO,ECT ENCANEE.TNBOF TO CONT ANCE OF ANv wORR Z I _ - •' _ NG""�LEDFA F M1OII O a- ------------- RE ENCE ^ a l`J / e ED ', ¢ n4p walls ar r� tiv0 in 111 5 I r"ESiN I EDl 5 CE A _ / a ROOF AND STORM DRAIN NOTES w �� V ), RooF w-ODESN.ODII-AJswcANo sN.uxAT A.nNR,uN.-:e?_�"•:,:, - --`!'.:. - _ � '. ]u w.oE TooRAN To oTsouaeE LocATaN 3 �':ti� � �'�,' = r {:"� =TREK s. usNAueEFERFwENANUFACIURER � , r�. ___''_. , F. ut ____ •.— A JFFC�K SXroNE A"D 3 '0 l•. __ J .- Ixicll.Rce 1-4TEOF]aF.FEo VIA ausww wOR To coNNECTON ro LU LU s V'C]iRl � :2P; aosa`i Nm a 1 ` eE N— _ - ow.N w•TERO F :N-� -ID14 12 TE TO n0nR.NJ VAT.w 11w 6FEXTAIL ). DD 1I CONstT I00F DRAIN PIPE 101OLN4 os �Q DRAM FFf I CONSTRUCTION NOTES ' Is=ATEAMFM CUTIITYLOCATEPNiOR TOE Uv.ipN O"" O NET CONJrmKTION SOA wAuIV AND DEttry BNP OETA.-2 (n F CO ilEIIALLAN 6O OTOALL pJTURIEO PERM AFEAJ. J. 6 RAN 6Du4RANNA TK. RTRAC,ORIJPEJ ATEIREFM The desanon n or's or the,,of fR�hera and gh non oval et �1E-�4-oT,1.^cca+oANCE vniN AU AwnicalLE COnaervallon Area's or ln¢it Dupers,hrough removal,eAcavation, ..0 STI-TED MFONENENTS sNAUN OPERATED uv,. I'R-1P"—Residential-Platted District grading,dumping,discharging or filling of any materal;clearing, uMSFECTON AND/OR ACCEPTAN-OIVFRO,ECE..1 EER. Frontand-20feet. shading:IntanlgnalWnTng:v¢getauonremovalpeneaval. NIF] .NFRD,ECTENOINEE.FNDRTo y hashwatar,or marine):planting non-naliva vegetation that orvS,mxr ass n TNIs FUN wIu noT.E Acc¢vTEO er wo Ec Side yard 5 feet. `o and oiler Ina cnaraCtar m me FwRCA Dn Dmlan:or me i LL SHAII,- "A DI DFAIM W nslrud on Or platemem of sirucluras or inaeasrg IDe Street side yard-10feet SIUCWralloomnmshallundergomtigatbnse°uenargandshall �LATESTv.RNONOFTNEursaal•ftN—<ooE.AND TIE"" Rear yard-Original construction and elevated decks 20 feet. a,D"¢'naDdatmanagam¢Ntwa". COASTJTATro ND.DIFE<F�A,DN.ANJ ORRD.D AND.Rm4E S OF KEYNOTES 05/08/2023 ]. FROFOIED=G DR= Y Q.,TIEF,.OKAI<ONIT-1— 1—w 11 BELOw A ENTRANCE FEe DEr CW III Delor<you dN. FROFOJEO FLOW DIPECa TIION AFROw APPROVED 1. PROPDEED2 WIDE.rDEEF.]•wAENEDR DI.FEe.IONETR.(T.F) DAFe sao ISFEwoN AREA rRUTED vn,N rNE FosT '+ MASON COUNTY DCD PLANNING w<.�TED D—AND�.oRDDFDNNN N� DES�.oE�"' NL VC]ANO ROOF DRAM NOTE) sernT)ZuEny]Alep �<,]F•p]OET _ k la a NOTES _ JJ, L Digitally w".°N�EOJ°E F' :No`F:E: AT CENINATE AID OR IN SO I A III.AININD. s<DttRuedysigned n:A.°°°`OOSEDS WA:E.OFFw".1.FIE�DETA.]A� C1 by Scott —f TD -�1—� ECEIVED APR 13 2023 a .n,GaFR 615 W. Alder Street lx Mtbs TwW 6L 61./LASI;M MD PM O W OCST Rl7F WommNTAL LAP SCD 6 — — — — — — G.1.GUrTM ON 2 x 6 FASCM GI 00V4FW$15M WZCF FLAW W x QDM CDRCR BM \ u1 of 3�NPRCGP DEOA Z AID ALL TO BE Tie M TD}.• IES,°'?.3 9 LiT'O TEE n6lER,7 !l47fE1!Lpl TW D AMPIS`O WOR"BLR FOI ME ttIt WryOIT }t - Inc�A�_s i,!•t if.! i �< 4 {t! t }1 L s t j(' TO? ` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Fox FW9=ED— — ---------------------------------- - — — — FIgRC�rwwAO[xJy M.NN A FA!v Ai/a)/Ff F!Y LEFT SIDE ELEVATION �! lC.L[ w•.i.d' U� Yj �7 O O I, ni2*x2,vAm 6 ' OD i l I w3 s - I FRONT ELEVATION 116 ES W", w•.ro Ue KF M CQiELT NlTALU,KN s ALL CCPMC+g ©2M &AN MOW=De=4 AS$OCM.1&NC R f d O 11T. A jy$ b O L_ I I I � I � I I LJ � I � I I I w I I 1 I � I I v rn rn z ; i i i T7 ri 'v I I I � I I �v I I I � rn ❑ I Ic I —J rnI I ■ I �r I II >< es �W m. 16 a , t o � lilXT hhI 7I 3� N T-ir Tyr. n �► .AW croon +eu so.Fr. P f , I D F n C F C Hi ll N ►--► LOWER F100R.Mad V\ rOIN MOiA 7Q0 SO,FT. y0 00 FOX CUSTOM HOMES : u -- =-- - - tIMM614d SM01 11356 Fr ��"�1 ...._....._....�.......�.-.. ..........�. .. � `^ 1 7 0 f W I i L M1( D 0 n wnacoro oesv.•asocu in GM1.10E AREA 142 SO FT � n r L r n W n 9 a 7 4 ��x wµi pFo sr•fwre q reweMrio�F1.�R A3'-V F A 3r PALNG ` • I I I I F 1 I� 6X6wt4r mv. 01 So •K(3l V) - f tvERR WI A �• : ) MI-•x•aM�_ twee e+w NEf.•NM(t1T/ p li y� LEGEND TIY 4Cx6•mSM'b'vIRhVONG X DECi", °ii. § IEQ,'GiLGNT t WOG C Sx IW1) • 2CXQrm b b IECExED c.lffc O. 1i}�; !ii lies NOg i 4 LANT RX:UlE MBR j sea 6 I _ Q wlL- ai+rLr+ T I '�' — aMACE aNrLrtT LIvING !a'l. ,i;t; a �k i aaa ,,, a}'}: wXw ROOD M CLW YDz6)C tt € re-ixD1Ek! �yCDT 111 r; ULLI•TEDw Call VGo e I ! �l/R W AWN YSR T ^TED TO T1E�EXTER)LR .i I !e 7I R3M1I If.ARlll I :! CE LPG..N 41 -' / :• I IT CLW 6 OtILEx OUTLET CE OUL'Gratiro DirLEx OUTLET i sm�.c react) ( 370V CUTLET !!i II3)li 1 Y: M!•1 FLOOR rI:IIITED }•if 1111�! � bl O I CUTLET f EWE LOG ;,�Il i . MUM"OUTLET - DATA CUTLET 1 i• _J T TBEyIeIw/OUTLET L161 I X. --'a -KAM LOCATION Rwr oen !eR -.�96 1 i R F -l p 9'1=r CO DETECOR c E 12,23na `k a I A N 1 pI k M1 I VGERAL NOTES'RR GT.+ae t_ aPEc+.J -- ----R-�---- ; WUTG-!EN -- • MAO*FONT LXATiM - - - - . T _ �,.WKLo�- y,nc•, I -j- - mOF r@eER LvT U" 1 r� L POW LOAD RCM ABOVE clorD 3.OxSD �R y ►Zk •iORnaE 4 II BEARR6W SMCR'MW STRZTM ABOVE mmX** v-v CLR x.wR Ax C DR.CE404 WALL V IT CLW ri ® ° _ T ® T A' •IL'Yda IW OPTTWAL 1 x• ` - i�ARI Y�L WE T PB�ER t ON A'ORa(ILAR RLL aE Y S.: O•TNCIM R AO W(2)V 9ARe s-nwaR m ere ® � �•AR�i�D�ooTRm ma.Is X 3••.-a• e-• cc.G LANc•a v)IE%'TYRE x 6, aD ygmftY eiyELoFE KEY FOYER O ON ALL STRU I M , pyy,RTy Rb r7 aG) EEX-OmSTIBlCT.rfllP9. ...-.. POWN ATKN eaA. - - - - - - - 1 - f�11![T G'rae NM LATiw+VALI(•) V I r�Au o S-e• 3•-A• y m• -3}irkr•L GA.DET LOCATION Am LOCATED N EA eEDiCL'r+OR•nkel• EET GARAGE V 1 OUMOE 0 EA aEDW0�1 DOCK. AT WORT Rowe Lna v swore euR 3�reEe DR •• f T Mom,qm SALL �'m X 7C/0 e. 'm S W rr R3R ADD1 IMI c l R OFFICE I ceE o>�13 i D)C x" ai06 r}xxOwR - I•4x6en 14 -----rox•ro Ox us DR-- v '7)30 X!UC SA 13C _ _ 16Ms'xtr oL 101e ei 76!1Ir10W LOAD 4 V)rnc.LED> • eeM � � u I Hi RR R R g 1168ES MAIN FLOOR PLAN3 COPI 3W ©2=AIM/Mk-,a RD CMC.N &%CC.WTES.Nc LEGEND 42•. I C0.[!@ RGN) RECEGIED LY►R OIILIX OUTLET ♦ O qP,,C ro L LBEAKISi - 0 C _- a•b r4 IIL 111 MIN E WR "-- . 6 IIB2IRD DRECTpNAL CFLN61'GIMED MN CF•4TFR IIDTUWIDJ l'4' ,'i' T-6• rO Yi' i'-0' WHY NXTIM DUPLEX OUR.ET h'.ANorR am?* 7]N NrLr a x a POST•ROt OR RIPSE DO W O aGP!h'AT PR. AT f'-W OL TYP, yyl MOLNTED L�+t 31U•COL: B ON 6 MIL •OEMPONTPm A!1�GELOY MOUTFE 9AIIOCER ON �[YEVt�LOCJ mUt[7 B'.Port•f_Rt., I I P i• i 4'GIRANLM FLL SUAACE-PIO,Irt LGIrt --__ {--}- 41 TELer cm O)LET I I EEAIRI'Y,:UAL.ssPr w I 1 R o{6• •Y ___ -- FLOW LIGHT DATA COW mcliE AEa,E I FIATIO WENT '-CRESCENT * TELEVCIGN OUTLET POOR 4POOF op.I rA a M (212 SITn:I I I \ • S.Pd'Q•EA•J.D NkOJ (2)W OARS t(y� -- RECESSED E2SWai FAN •-PEAI�R LOCATION I I A NM ALL TIMpY!R COrt.T.8 �I --� vF10M Te T66 EXTERIOR WIPM,CO PETECrGR�sEE M W FM KOIM&l0 0• K L�).W SPECS) NO'Es•FOR OVER 3C�EARIYG: ,.M9'm I I SR ANON DSTp 61LV. S,RICRlEDEPTHTOBE DETAIL CELK,•AN m PONT OADFR7IA8CA I I -----T- - - DETAIL MRL O'BELOW WGRACE iNLLpmA W vm A , «.POD roa W s06 SGALE:34'.rs RC/LE.3Y'.rs t*t*"� T I ' I �I� } r IlO6ee1'x ah•OLS r • awl ENWWs7 ENVELOPE ICY CO.DET LOCATION _ \ --------- _-- -- 0ALLF.R.G4 N ks- CARBON M(2.DXOE ALAWS 5•uL_9E L -- •LOG.EBEdN SIEAR IU.LLS OR PONDATION NSA- LOCA'ED N EA EEDPoat OR;Un:F1'5 OEAR04 AN S AR UALLS RM'O;1SIDE OF EA EEDROC'DOM 6 S•EA:w. 1 AN:.'GR CPlv'O.OR !!t¢SI@T G'KJR NI It'41 VALIIb) A•EVFJP RGLR LE'.£L✓OEDIBOO!5 _ REOT^5."A•AmLT :,D 51.a1-OJR SEE OEEi'•i FOR ADDL N•4, SA x UO PdT J DR ITQT) I fl 1- ', � LL-4k•TOR � 1 P..O•xRl.• I• IffCAR N' -�i T� I LAP 48 IR I �cy� Rt.OAI[TT iJ --S• w 5-9' � Ili }1 ii •CR Y'EA lSO 2x6sL^s.b'CO I• V.lo'OG. ..a•o,c j5e. _- -- ---- ,AhC}1a2 EDL'S• 1 COW,LOPS SEE ATTACHED ENGINEERING r _L�•Sts'xgat.n � t - �� se% 21° £ 46'Dc n E-eEc, EMOMLL WALL 3 / 2 GWRaKLAREE- I AI mrs 36 Pff ELAJ:'YAL_EN-=_.L° W,-;E RILL wDTu OP 4EEL AAI JYYL.^.ESKt1 i�'3{l�{i ti I �'� 1 ALL.00.:PRODUCTS IN I H C D BAR TT CAR W 'O• HL if DtQCTCLNTAOT IA = per. 4'-0' -D' V•�1'OG wal •'a'oL R' FIV IILYCONCRETE 10 BEKTAC PT ! AZ 6O 0' 1'•1G V•w OL V•'a' G Q' /.�S.1Lr OL Q' w ••,5 �I�E-2 j j1 It0:4 X 9,S Waft" _ _ _ REODf lt•` ille j I 1 (2)V 54RSCCW.w 3'-PNF.PIPE �r S 4o IW En.:V PREEBu! - } ALL TOµL°t a 'I�I�f�•1 S;I 3 JN PILTER u'MN LAP PAORIC 24•MIN. i 17 •a, It ON III ML LEVEL CR H A C DeiRM n6 . FIT. .JxN s.a� A�iNOW CH4 fll{I f(li l! �o 3 FLOOR BEARINCt CONK wRz I! .O ] •..a or- ... o r.'a oL s' SHOP GRANWPlL y.r-0' caltsosnR i O 0' -2' 4';• V.S'OL Y.a'OL r •CG '5• u.'0 x 334 } --- W. ugtlZCNT.AL a. e'-o' a':o' 6-1• V.9'OG .a'oL S•�s s' !I I� !- t i fO I'-2' b-a' 0'-2' S.9'0= V•a'OO 6•9'CG Y r•r ri' - - V•YP It I f.11l Tw QYBR,5LLCeR FIAT OO FIR't THAT RE SITE'Fr:CFC rJ '� _ OOOITIO.O AND REOI'1MA 1•EET TbE LF9YJU PARN•EIDRS, 1 LFM3'%MY'ILLS. L2-Sh'%P GLIB - �--- ------ - -- - R O 1T-IS,RETAIMY UAL COdIlI d LOC/L LIBIEED - - - -� -- ----... DY,<EfR TO FRYJVVIDE 9TR IRAL ANALYSIS N -- ------ C 0' A ='c.3AP2)o qi CO'PLIANCE WTH-CC41--UO°.OIGTION Iff'DARMNTS >'•`'' --_ _-_ +t0sE9-�-wox Ry.60209 P'EI rem SLAOYQT __ y. R.S f' M, oa.aP/i]XAHI E S3P.'S09 P:i •xi RE:TAINING WALL f21x GLE:I/2 • I'_o R A sm >~P��447��///JJ I•I N a LAP 48 DI OAL r • Fi •IWSID tIORSEy ASMe ROOF"LAW R OPM MATIE 1 1U ReaaR NECESSARY TO MEET ENERGY CODE. 3P FELT EA CORE O - - - (SEE GENERAL ROTES) 'h'RA7®Nrtlro NODc 32A6 1 WATERPROOPRri PEIR MECH ROOM -DAR 4AD x sr, ' RO?TRreEs-xe R.w• I 'I m ePEL•e PIONS To '21: °i'�_ } N./ e ai4N I BACKPILL oP wau SEE ATTACHED ENGINEERING O - ate- - V.w O,C ------- �-� h'eflebl'9.CEL NG 2'C CONY.upRlZ J ML BAFFLE•EAVE vTN'S 30 PS EOJv.:LE2+T R.::O PI�FfiIJQc .. - _ GE9CN - - - - 2 x SRuo ELw sao=EnED I:srs H G 1 D 6AR M BAR TI' lO` 21', / [SH ROOF RAY, _ 2SSCIONLLRAIN WALL / = EfAR Tt•= UV PREE-DIRAINNf� �'"__- CO'91e 3 5'-4' l-2 1'-a r•IS,'OG V•10' .., •i.'a'OL PA'.. ffOT'-5 vLE OU"SEE 6 'AIr1a.'.IIWSEY'GC:e•S -_vIMICLL=_ GRNy;AR MAT. Z T.-4' I. r.t 'O V•'6'OG V OG V•'H'O.G C .EA.RAFTER.MO pL11C,. If PALL IIAOTH OF 14Ea Y-4' I. I'-r a S.9'O. a.R'OL •'e'OG REw F g t$ 1 Io-4• 2'O ]'O 4'-r •% V•'e'OL •a•OL GILL ROVER 'oPTIa1AL'SOFFIT 11•ACX•RYUD __ it 3'.PERF.PIPE r V-0'TALL I Y 1Y r cow SCRND VENT 4o I°(F' 1-i;.-D PESC'1.17E ...• - - Ir WIPR.,EIRFApWC = CR..I-a"�C_ 5-D' - - wN3ix• r ArY..G cEsc++ F,. GIIT'6R ON 2 x S FASCIA --- II TSAR'O' .�' CSC.L,ROIIO E%RRIOR PNIOI(DEE ELEa t HORIzoNTAL H A C QniRM m _ FREIE ISO d OIDG PAPER(OR-rAK, 5'.4• w 2'-A' '..a'OL V•0 V•:e'OL IS OCR STO-el: Sff ELFVJ P IOVOE°h'GAP ET N EM PN - • NS,T.LL 5 Ae T-a' I'- -3 3.2- r.8'OL V•E'OL •a'OL 2 X V RR JOTS•s•OC ON I PIPMMlb'RESISTIVE GARTER XT r.W OC. - IL EIEFDRE GAr-0:LLW. 9-4' -lo' -10' 4'-4' S•Y OL PR"TatOVIDE'M,AIICED'UI® NOIR2ZONTAL_ V•IB'OL V •pL 2 x i eTIDi•Ib QD W h'IRWFDSWANCED 9.9'CL V•a'OL V•a R'%r'CpIT.DGICFKa 2 x b OTIoO•W OG - .T s - 0 1FE OIP64DIR.D9!T'NOT CGTAIR't 1fYT lYE Sf1E SPLCRG fPAbUO[IM IP AOLEN PANEL) } GATT NSI L(WE OW NOTES) - caolnOle AIO Itfor•IIe T1gr TFE cEer«PaRrETDRe . W GYPS,"eD S.OUR 3 CLR= O TM IETAbOG IINLL CG18LT A LDl^i,L LICENSED 2. Y,f. m _ EltSR�R TO PWINPE OTNCNPAL ANALYSIS,IN RIOHRWR C 0' ♦ P .3.00o PSI CQTLIANLZ WIN LOCAL lJRODICTKN IEGAI®'13410, "Sp h'CDX PLYWOOD 911FLOOR !e •y•6oIDoo PS,I 7 x JOISTS(SEE PLAN, 'Ae.1500 K. c GATT NOEL IEEE(,Fk NOTES, S RA (CVWt{HEATED SPACES) "'GYPO"S,DC!"I` I?ETAINING WALL R2 PATIO -- -- 2x Rn JOIST YT..♦LEI:t!1'. I'-As' -.- RNIRSM F ,1R fv®F1'tx11M: v �e DITT Ny,LAT:W LLILLL NOLLdiipl SPEC ABOVE v 40CR R!Y54 -___- I I C�3� EXT31vEND ND 21'E'E SLAB 3%RCOR JOISTS(SEE RAY) lOPn.b x 6 O'm L.Wt, E 41 Rd,L(SEE 0&1 NOTES, + P"OOO R-0 �PDLTSTYRDE INel CRAU-SPACE _____________ __I I I r,p 1 . \ EMEMO N'FVAP'EM ARYL 6 MIL Two(FNXYk-LBE FILM b ML POLY CjkA BARRIER i _ a'COPACIED GRNLLtVR FILL 2 x 6^T MOSILL a,h••AE I N x 1 / -2.6 PT."DOLL WttI h'•AS I / I •u•or UV SRPSCN WSh•6' _ P' •N'OG s'sTPscN TSPsh-6• - - ERi E OR APPRVO Ea mN OP 2 I D NL'E ORAPPRVDEQmN OF 2 - PaRE I JYN P OF ANY Omm I OLAIGVrWIIIRi N7lA�VS/L �`•C : LL LL 6 PERe4"G'a ANTCORER) COW. s-0P= ° x i TraraEmTonpfGSm21 rm Pmsa RExO IN G Il�fCOm R2MD1,0010J YC ' - I etoRr: s• r r 'DIA.T NA ~ :na• s� --= MR A• a• v TTIN t5•e!D I STcw s' T• r E'RlED I tt 2xaRr: 0' 7 r F2O ]24 'al0' Vo 3AE Y•Em,. :S,TOR: 0' T. r Y PERT. - >=6 )STORY: 73 B 10' •76 24'xt NA S.aee 4r OL PTAx f0' S n 3M URG •A' 9' •C PJS w4aw NA Kr BBO I }YwY 20s IRG A• 7Y C• ALI OQO I z 5i[�t•" e' Y • F30 30'x301E• 4 Ole3• yy[E Ra �i P STOP: 0' Y r i L 7 STCRr. T i' r F36 36.36'.0' -•OG EN 2AET• , 2'-r I- 1'-0' •-Ir 2 STORY: R r • "s-,+_• •R'xat Q' 'S, .a'OO EAY ibS31• �w 0 39'OC 7r r M Fa ADO• .: 6.S,• _ 3 STORY: y' Y / 3' V •3 OG Ev n #SEE G°OR rS.EER COORKM Ps, m sA',5a.2• IS)V BAR$ PC E v 21331• u_e r a >E SIE W IIOR Vt®R COlOOr78 - Fbp •••bO' :`IV 9AR5•9' E.-a 33.T50• *in an.L.&ws FOR OTTER *TEE OPT'L•OEETS MR Omm ASW-EO'^ 4.a 4 OP.CCL N ILND.SE_ .:nSA , Q Air r CONY. C CODRIOIO THAT d-APR`- v Ow. 0 COOITIOb T"T SAY APPLY. -6A-2 J0.W1 FM VIAx ER6 A TLE AtD RAM A 4'•PEpO 4,.n DRAM M 5^C.PERFORATED D o'P$L C'OLLM FOR My(EIY. 1168E S (TNT WERE E 7YE[M U4ERE RE0o2 FEE Ftl5.PP--SA-1 SOIL BP•SO0 P5F TYP. WALL SECTION TYP. WALL SECTION LOWER FLOOR PLAN SCALE.w'.r-S, VLv canon:Jws.soo SCALE:3N•,"-O .cY.PMm ai_ euYE w•. CCPMGIR ©2=ALM MASCCND DESGN ASSOCMTES NG MMD vVRI MELD vERI (FIELD vEI 4 �6 Y �6 \ .� IX ovEopo.a MISS tk m.&7mNS Coors.�, ��'� rFR TYPAL � WAR TRAMS \ FLAT CEILING a.WAu _ \ FE n y"AC1G 60WT OFFICE HALL BR 1 CLOSET MBR HALL MBR FOYER HALL LIVING , b GAG. i , (SEE FLANSFQAF'RSI �,Yai 0.d71AlIG ]X FRAMI`G MSl'!BER9 `('Fj Ij H c 9 oq-1O lSE PLdIB FCR SIC'F spA4 / s r j !!I i SEE romPl,w % i 43J 11 MECH. rsv:sNec a rv11 3 ROOM ' FAMILY ,, ! i!y�l!#rl EtIo _ 3K'ua+GSLA5CN6ML illl)I',j tj 94 — A'CRC SLAB W GPrILX,L 6 x 6 r4Tq MOISTIIE BARRIER W A' j WAS WUM ON A'CAARLAR FILL 'v hlRIfT EXIBITI CFN u.LM Fl /EIE mrt,j BUILDING SECTION BUILDING SECTION """ D ENMWAY ENVELOPE KEY re A6's' FUMATION NSUL sEE SHEET G'FCTe N6IATIDN vALJE3, w z O FIELD VERFi" TX Ov£RiAMRYa 2k OVERNAY M LC�.uY'HS9 rFR 1`PICA tIR C TYPICAL MFR TYPICAL 1 x RA•-NG I'E"'DE y rSEE gAkS FOR SIZE.SPA[RYaI TRAm e I I ??eff�LnNs,^ � I I I I 0[— (SO M-40 O PE r^, BEAR��. TFIBSES PLRIRA SDRiT P'_�LCCA _� CN WALL FD. - -__ JSE h'TYPE'k'GTP.ISD, ® o ON ALL CL OS,WALLS r - ExPOSED 51RI r'BRA. i ; a�< DECK 6 LIVING MR CsARAGE „ KITCHEN DMMG DECK 1 I A'CpIG SLAB YY OPf1019A1 i k b 1 I I T CM SI RANLAR FILL 1 Z X SPACED 1 x.PA ING MRIBER5 p•V WWK SL A'GAD W'(t)Y GW [SEE RAN9 SIZE R'PIG, 7 X IACtD OO DEWNG SEE P_AN5 bR 9ff r R'SPAC.T•G; NORIZ CONT.TIED TO RO WALLS — ' -1r AT GARAGE DOOR OPI -____- 4 9ATH ' OFFICE-1 ' #_______ FAMILY 834SEMENT 315'GONG SLAD M 6 MIL I = 54'CCW-SLAB ON ML gSTURE BAFIItIER m.' /'C4WaABY O 10NAL6 X6 dA' LL y��58 GRNALAR FILL 10A0I�1 ON{'GRNAiLAR FILL. �j 1 I 011.t"FILL J (Y} 3 -' ~ 7 Itr Q BUILDING SECTION 4 ,4 BUILDING SECTION 4 1168ES EDALE:w•.revs•.r-C CAP'rDrw ©2= A m MAscm omrN Assocum WC ROOF DESIGN NOTES $g�� ixi P2ST 10 aEAnaew THIS RJOF WS CM DDOW TO W1 ORT=AR%IM ADLFM I ATE ALS Ae CQiOWTlOk ROCFW..a OF VANS TYPES.TVE TABLE BELOW DESCRIBES N MAL TIE AS&�i 05 MADE N T E DESCi OF TIE ROOF STRJCTLft OF rU*ISULDSYa i I 'No \ RDCF LIVE LOAD(SHOE) 25D FSF 325 PSF AVEOX-1 } PRAIFIr.MATERALS, 20 PSF I I �- I I I I o' I i I SIEATWM'SATERIALS: 15-SF W5 eSF ACNd1 REO'D MIBL.MdTER1ALS VP5F iT5-/ 5AFEfT FACTOR — L_____ ____ _______L� TL IMID m 9 AIM -- v v ns rro.£�RED7 MPSAr n CO'FCNTo v!3D 3 FACTOR) 3 iN01E,HIPS.VALLEYS N RIXES SWILL NOT BE LE55 N DEPTH T W TIE B!D OAT OF THE%W R5(FIELD VERFT AU CONNDITI045) 1 1 I I I I I t!ssl{ ! 71 r LEGEND CCWAK4 ROM I I m I I E,.•! 4 X.YOCO POST FRO1 RDCE PER I P%Axwvjm��26 s!1( •• BEARI2) XM,NOTE, UAL. ' I I I I I 'ti`I tii�• Y . u7E SPACpS SPAR ___ L----- ------------ ---- q t!! i! := fW OR VALLEY)TO WALL MCW q OF.-440 fTRI(2l 1 X 4 lEO9 AT Y.AL_ ]Y LL a b•pL � I jE MPS(VALLEYS CAN OW1 =•I!e li l� OCC R POST DOM LOCATIP6 2X6 O'OL W-ff I nD.SC1540R„NIBSH I i; 'i t_�li li < 4]50 NROM VENTS fee ANT 24.Or.IS'O. C-P 1 i 24'OL 1 ;1 T1IE 11� 7{� s8 10' TABLE FOR OT.-SOtAOi SHCBN) Y- ' ut PIFLN WAL TO F!l NINE 7Xi a'OL R'-S• OJ lAANTG BE: di 74'OCJGJ 74'OL Pi• I I _ WIPER TRIES 1 ny I; 7• t 9iACED AREA DBJ01E5 R'.)<T bw COL FRA`SD OVER RAFTERS BLOW w OL d-Y I ODOLJ PQ.-5 D@ a'OL a'•r i !�l[+Iif d� q � :.'cL Ir-Y Ly 11 I I VEM I L---------F-3 1� , I I i 1 PROOF AREA(R9.7YS EAIE-BLOCKG RDGF VENIS I; L t EAVE AREA f'na, t ROOF AREA W) 3-1£YT I-I NT 4]N• I 1 1 1 W10.ECTs..w�lwOEw wEu SO 5537 40 p65 H se 1 1 it U i l MEv ww oaiii�a wEM 56.1 iR! 433 4M Y 45 r I-------- O 1 I _-__--- S33 !Y] 4•.1 5p4 i7 4i r LI 11 11 O ti I 50 SAA3 !0 !4U !N 4 1 1 1 I I 11 O L I I 1 11 11 I l 11 L` jl 11 Lh I I __ _ EAvE BLN7CKTY, so.o sr.. .o.®�v s .e�wv�i )-IBR Slacx .-.9rt aLooc Ell rr J 1 V 11 I I w TI II �I IL___ J� ---------------- --------- _JI ,�;;'�,�.•"c"'e i"�'-.�.,>,A...L""^' ru7-{'.rt.u.nis r.,T-i•.r.•uu.nLEa i i II"L___J L____ 1 r - ,as 1 11 I I 1 1 user w..ous.rs-- sr..--�o I I II 11 1 1 1 1 EI II 11 11 11 TPA61O ROC. I 11 11 FILL-------------._ (UNO) I LJ fi L---------- ___) I I I BEAR TRUSSES 04 1 j IrL r---------- - --V9 I I REAR GAR WALL U i1011b I I 1 I j N70pQYlllOi j i j y FRAPS ;.y 1IR11PRK II 1 1 1 I II II ---------Ji 11 11 II II -- ---------' 11 II I �' 1 I OrfA iR189E9 ;I 1 I II 11 L 11 '^ __J ___ II II V DRUALL _ - B�T1111kR1 ON N �c I v -11----= -----L1-- ^- zu ZNW wen IS'12-7 X B �� a• 99 . 9 24 OL.B Y� g I I I 0. XiPOSTW BEA'IISELP INDDPLAN TO BE rFR E LA OLArW' H AND DESIC3N BT T t'iR SEE LA OUT DRA~AND EKaSEERSG.BT('Sir,FOR FAR o Applit(JNAL SFEPEGFKdTIlM9 A•m^KTI.:Ld'A FEaIIFiET'EN*5 ROOF FRAMING PLAN 11 8ES SCALE. V4'.1.O COPVOW ©2C713 ALAN MA%X=OMN AWC4ATI3 W- /"ff _N A>w.�'1w&ion Pr W.,rr P .w_:iM pa.ln fa �,tDB MWG TJN.•101fAi.Ma F�1/,F��nx"■/y�-VV�■//T 1Yi CFI M l/.e M r>R fy ob o.wim M�ianR'Ptvud Sou.W YD,.3,3:�H'3G.a'.9v-N.M c�33v9v-ASJiN 4 T:e•QAns.YY ii3N/ilil0 irLL• SLi4// F� p i w_�I]�/aR.....ds .,w.+,n.,c.,weM.r..w,,,..df. *a.uaww+.� ••>:wofYoac,nwowa9avx,Li7 Ord NrM u'c of mr•.i+aW w.4.s,vrtl Y„• �'TIC L tO..r.�Or M 3M w/' 3GT.M®4TA0 i1•iBttw OI9CIL"11'1[IfiL OeiNi L .-ll �SeN.f01CiN e.wblr.P•f•u+Rmu vwin wlF&SPOI.[COPo w,aG PrFWibH A 1 W 3JT AeiT•Yv M x.N NNYO Y001 MIpIN ee3aat'3T'r6'Tvy:.t[x J lY i9.ClY1 t w M Rd.n M •.rrnrJr f>v wrv>n;w v.rdrG;.T.,L t v❑ wX.aP•O�.?Y tiwv3}_L 33.•wI�A ai.v70i'.K iQK%i!r aan Ai lb 9iv11lBw,M, A� 4N.1 a x C r„e,o,,,,.,pr,,, v ro Od1Va s•wR.ila armN3 Y3:lIC x D Nadi u'ewNm!Iv ta9glia Ol ailrw • _ iWOILaI aaalY i3G�TeL00,Tu tl Oa R a0W M w w,no rq:M, n vM rvo4 wa:ueo,P rr••r"w i 0:4�3'16',,5'w'•RG.ICv.'^ Cl.:aa.ia 70 0:Lia r YLaY1.Qr 101a UOa YD Q YO J 3>!>11i/1'q M.>.VfOIAYI pT1NaM 3Y,H]G!T>'a\3dTG a'fYGi,!♦. n� C Rrw .6ilrr,>C' pr ,en RY 0•r.I .V:a.Yi:n.0 Rf C ilie/[:►30,.}00 JDO w0 K YO•e•• •NO K YI v 9w]IGOY. Ci y L iVvela Nrr s r-!aa..-r A 0.art RA..ixd ONMl Yw7ie r luau a11,.f•iaaruv.• Z - * i x Z f P x! \[L aa-s iL.v NIP qg JR 9aS_>Adwn 4 L'.Ym 0.i.3Y>O:N i.LG"SIi t. •p per., 1 >.rNu, o wr•o nv 'Cgwn J_nOi'b OYLW/v i0,nMW i,iK30T iT0il1>1Y > r •r aa.o:.i'1'H.K-aR®laii0a.1G a3:-3a.3a1iG3ae s O.i.aVOa ru11 la1aIVJ w ow vw C c rr. w RdM• a,a sL �i>a3D Qe 9...:a�.v?.3G l M GIH:iRC TL LVLiia 3wL,WO M NR iCMnlir YT g F •�� F tuapr5 A•.I•:fi �0 P r e,edr or:n M q Gw i3"Oi6 lLQ'G�t'b>Tb aaa:ai.Jta YAG'A<Nii%At i0ry.ii.IgaViiiO im,GY.'. $ �Itll�Q �NI100� d31S 1%L lXt 3TR3LPv'.AW1ca0nwd01aOr.r.lORatlar,>a 9a Fd.a.a,M ` aaG uowraF�A Ito TKaYiaaTvnoo,af.lrgOivNDiiTw9aviikGvwA, o _ r r lu on T1g:ri Y>anar Yawn ilv'a arwdK w rw�a i ArY ovuYo x wrs tl.xaw'.c.aac r.a ua✓unai.0 r:N]Or0i ir6n Taa:an f•+,Tro g - -.' -'-- - - �P.aN tmriaon tw tlmsv:of cznm ai of aiu.na+s>w•s vir.a.o rui•':i,a• �.„� M.w n..w.. sNv.i3 0.Ar».ww wam vn_e r a•.L o o.aP,oa iu a wea.u ias..a,. 1 x t a•sP x.o.su+audlpc3 wwa+0 Naivu•6.d i+m o:P3:u:iea s+w,s w�,•i WWIW71Ld01S1i>•i N71LggILiW OvvNl.1.7t� N1M 1 101ti7 w ai:.s,3afw �uary rP w.n a3au>m 3c,SVNs G.nin:i'un ns,ic)v o.o::oc CiaM}O wurrw.wcro iw.oa+oa.w+33adi van Aw T.voouIXN.ar.i an, aoo. wd9 MdG O McYe NrdG O •aT i8,aT Y IX 4 NR G:r.L walPOinr i0✓tAr:ramrY OY Igd.'van YZYai'x tl.33 a0G o wa avu d0i 3v s '.•Ji3Gi IC:w wool QahrD3b h:Nm,T+eG afw>c Ca3.c L O.T:s WA L'!O 3vvn%0at Nava a0,.a IX N•.ri K3•N+10,vnLe7X•3tl rolvw r tl•an.i..eL.n...3V wNM.p rMM•e:b.,[YNa s.P rM•w• 6r�.;r,v,rv+e ,iN'0.K3i;I_NG. T`Tf bnai iu i:•w11',i of Wgi+v i^m Tin9 9nii r Jf M • - qq•• rrdn rwe•b Ra Ry en ..ra r>,.f�.>r s..v,,0rorLi rm s,-n•ri Cara.avi••R,anniw.,SniP.aL 21 �� '" �-��'l_ _ ^.a rare. tax-- rnf^, v.w A.erote ..NHr.A...M .'F...do W n w..ao,cnreN N erLr•r.L.ss n ww•lxaar'noY�aau lam,nw:aa Torun iL 7.ir.ao ti O.T O! C O T'OC'L A^,P �TP1[N III.O81.0,3V.'Ltitl ttl 9WII Ad611,YJ L Ofi.ILvel.GGT 9 v31v 1•B" M DY vrlw B,w1:CN00 R r6..w F7.R�n M'Yi>w.Mn TIO 3G'T,�43?isS Y PQlt70•YLXIB:A M90r'Y C0.1N:0G M i>AId3JD TfiYV38 Y B1QI >. 9N11D 1i31i7 81$IOP i1OO'L YDOV 0(' ia011awla eiiW9 ac';xom.>a,YL,loi oll•aaw�oiivr)\3>r.Ic.,ca+rocra> Rbar'L+v:.rwas�,. M Wirra r.ua,•rr rR.ed Q o o Y'i m NO,l�as s__ 1Taw r xGral aauniix,o.�v s.r Y3an.al Lriavn;i490 NR zvd5 3n:•rc 3Y:Jfi awv.s a fwl.,rw P+c�•w M ... :i.,eR.dn.N.N..roc•;wa rmc.si..w m m.b03 W 1TNn arrt�3ar.ma C.avT iamwa:roPlio roue oN r�•,if ww- RR.../rI �Ii►wdi_c�n/iN:ro aNn ra:os 3n+s c.w�sN000 awava:N-T Nn iswi sia ottaxvi iew c>aly ami3x 91AYrl WC19 at b.•.Rar.e bapM d.>w•u iwd�br Div.L..rdr �� tH:AWA� �9 T -'•aGBr.3fuitPi9wGW�Nor Ab LPi /i�/yi /�9��[�P Y392'Y a37f�w.niro 1.O1Mi v>Ya.0_it 3tv.v>Li i Y9 V i�VGV fPi � - -�- -_-� N•9 N Oa MI.3W GiC,ir TrOi.IO O•iN110 ih>i O:9.i aG>tOlsil• 0 MO®M1�i.>tl0 .f IIOI.b0 On.L iiel:Tui eN OM ir,a ra � fi an dRraa tread ivA M}p.N iIOLY vilVaB1 MnT X5vON0. d31 wm•irw cdao P rr4 4 e Mtl,n.ompfW ,raw•a r([❑ ♦N i'sviri LvilNwrG ibWaG LO:A'Y®NIL YJSJG:SGY..[tl�970 J� •i C37RstlT1V a[31619i!littllllaal YID!(UfiOf11 3T{rl 33i 70MRU.y.i lv•4rYGr mYla:N.fR Nm 0.iYhrR3G i.aY�0a t M pwd M _.. .�i.+,tiv b,>.N n Ri ara Wvr'P V/N OiIFJJi R vMK RW'Iv/]✓OnM KPIr:p,9fa Fa G.iyv G VI r0 O.v vitro au.i3%u '-�'- - >. ,Oo f.rw •G.• fi,e m M}Aa M eo a far.'a ri D J.ImL.L•WiLC iu>Oiiro I.noY 9N1S9•si N mT w 39"TM WO:a3:1C 3}O.A L >= - iMK O Wa N rNiC.•"19V dFbliiYO110I119Y iTT LiOrDO 39rtifiq YD!®iDi Ii OeGtl KM,wi,au i..H 3O,G wxu�371•xn:Or ^ wkib>f»wl.M .dn rwdAN 6f,nu wna'iw q i'[❑ 1Yilii W'p)CDQfb GO� !7s 6_ 371dG 3�3a1973 i79N Pl d�'! -lea0e a/.t Lu.i -roeon wwvP LNnld.0a,a.i•'r. e�wu•m.ao _ __ qx oNwr a�w+o��+r�iN•+Nmo�,i•m�i,mv o).rl9wt AV tal d9rlc b 4 as..dl.m.� IlN ala.cuoo,vro0.r 3,wwdo pzno aar3+.g: 1pL3aVr l.K 039 91!BAD" M BaNl o OSL.blAe.• i O:3nrs afxme[0 pOPlf irn s+ogr llaauw®CWL.N rLnu iO,s aLro3o 311 3 1•r w> - '•mp f,xaa ea -___ 1i�LL9311 of %?Vls iX M tl i[fli.ali09 aoP tPa:unam olio arilovrg tyro fwa,va v tl LYrd irw n ow'Og'AK lid OOK4 qWo M RLnr.•r M 6ao vraG fi.R,M M}PMD M M.R a ti4erY N R K - -K 0.'iY vw � 'VIM'�r'Cd314'i3flGd' p�w.M,r,N P ^boi�B.dM rrvw r wR dn/fwvi•fw r iiilru,G PWII,.IiLi'i>wlri 41R]i9iril'i011 iP•Ctla i91g0916 RA W WO N arXA 1 O_ _ ` VY¢ cannni __ a�erlrii_v'iiro lQN_1 90"939t•M•O �1 aea+ro an m .w..a.d wewR owB+R+s+o ifiO wa:sL afNinnWir.+wi+�mo .i�i'M;M+•dvil�mni 9.s�3i'tsR vP Olir'P'w ` ,R_ • �dC}'FGXLg PLY _ 4a "am( aw daur R 3-u Oa Ca9Cdit3 fa.eur vd•br M ara•b 1•N C170.f -i doa Id OxNI YO WCX19OaGf I iRCP 1N3.Lla 2- M W m�a EMa Na Rfad M•.6,•ea urC b.M nR.SrC •Ira aliW'a,O;O ri1MY9F.M-.%iVr3Y is Ki.]_'vYJ tllT}lili,:a. ^�v - ,Im 1pa NM.nafir rm a_oGp aNr MM dro,w.wPo R: .,�, .R❑ •run.'i)0>�Oa 1p lT ltl iONW MXpiOLr'fcaaa,wro6�-.,oc ariaM lf.CariW 3^OGV 9NrMh11TiR f.CR"IG[)iM RY-C IpJAYiJYla100 •dVi a : Iid OWGL '3ovY9/C 9gR•16 9rrdaLLSY3vIA P aloa aroi as Ol iYr iYa Lxi•,v 0+v dT,9'q^aC O_3R 5eo01n ax3•A i 1".ON Ol 9NN9W �s,` Tor A• t.iCPC[P•00 Rif-( aoS 0:i i0.1Oa iJ:CG3s a0w3:W r aM B4•tg- >a A b de AFL OrN,LGW iS]'v:YIL,Ns fG Gii3.�2B iv Nn JP,Y.OJ T ` "�`-'- - - - aid L7afsL 3g of ;..:m s,Tri cwa,is iM cia,lxs L.r a1M:aviMrim s o.cirn,a•ura,.�s ,RiR 3,dia0 arw Og riiry uW w, O a T_m r a�N:v3L Ol 0390dx- rP a M orb o.aG,a 3tlr oa Mood o ay rs4.in'w:r..ni Z•r 70. t.M 1IUa Rl-i Q,a i awlaON id PXL :ON @Y111vcw/ r 91"1N31.eGm- K Wag a wG A Iw ti M ma Pr w.a,G�! .ii O +1N±t�aalida.w ^�r4>rY1�:wOOv ial,i Ae I.LefK C)GVJ R.-L i 0]L. QNI..wK iGTi aQ919C A®40 v0>a QP i,IXGM•L a3•.1N'ran aiiJlti uv vR A/ tArP4 I xOi oFi o Y?UOa- 'i:LOiDa tl Nialalie iva R]w x.i-i1i0rOa o H.la M PilTlir p Fe.rf ill rfevil l_valid.cep WOOYR 9Ctv1E OL.W Nm 1,vW AY9 aa')rioR YO ri vaav a•NVN x>•i99 eas0.oa r/� 1Q0[ua �! '� _ ,m i lw0v _rt•pl r i,N W� DIldO Y81�LDs 71'M 1?A7�19•IR71 i��9N Sa>i:OG vn W:RO.ai10L•N]IG avr o AG 3J.:iY Niuli o Gin nL 9 wm iGOrR'T l : "-( 37-di-- A,...'�-- f '\A0.¢+.T�.>.Y•,w•w9w.ftlW•300a SR'%ailJsrb 3]vY9 Y3af,L iM vi 7o1 fAOlt ulmg oil N acaata 7Wo.1sm.'wa•YULirm iNvrw YL u:m ca Nor.•q'.ao.x•v 1 Ae70 a r.QPt e,xo9 RN-t It 1Ner aR1.wvIM1 tli.ny iY,y Oa sar:�a.i xA tMl'Law n,aC O.zwPr,t o:ii a.e't as u^.L io%,m+C ir•v M Kerr oM R+.6m b ,:n+.w v 4 ad'w w�lrr 1rPlOA T7.u[J 00 CL,I'y0%3 uri>NP zw'OCJ' w ali3:rdi OV C�Jn3 G,P.i37. ^uJ ion oa r.as. ,xaa ow-f o.wrus3arr Iwia ,v, „c• ,6r s,o.ro M:.wow .e•i m+o>a�wm.P a e a>au of!w auril Cvars i.n^.a iv.01 v was,row aiivr,"ro'i a s ar=_ �-•rut.ie ai.rae Nor iPo-ion of ro a3ws rolias:oo:u.>u,,Ka,avm rtow at O �� Aa rirtemr Iran ia.l --_. Y3irr.o a.r'n p sd oas o a,v.a,a>s,wi r:xGaM isri ar NK m eanesa I+r ew:o:s.anrwfm x �•�ffo'i "G•s a��M Sy^r,:�,mip r;'�>p ieu au7w:wn uo:trfcaR No'isi:w-�sem acca:.L wo3s rwiew:X3m' vm ni L.w- e,xoa R., IouuLee ar®..>-r oo Vf �,yr.Tor,iu noao Nadie osroiY x weiw>_,-.,eiYnoa it ill•ev>rn.w.,i iw P•ew a:>.e a m,r as ,«.r L3a.,*.N smrl+ix Tioa iL•oro eroa x o.eana 3e,were taLeS.a..ae �w.A. r.Qx�',u mow-f i o.o.lay vv 7irve vw Tau>_:e.+ae.a•c ao,3a•ai-sv wr:v x•o ar•3e a.3w spool-. M P c.ui.a:,wc fy wu•.'.o.r naa.•v..o:. «-o. al+Re'uoal aiii ea.aon v Inv,a Dail� :auR i�✓e cazaco,air w-,w.•act• TX r.aef ,Xoa w, sa,�vulc ur�z,os Mrq vu,ora'eP xnwalaar cica isl:wuviuw».io.tr as3lw+rn to-.:i ac r.xo,>ov.: _ / 3a..i'�G�t+.3:arrn _,c, MrardK»...w,a.sa.aao io ,��w�ra•Ry r[fiwieav+on+wrri flLs3i iLno[rrrtww�m,v�3s is,Tec evroe seawl.n an e. %M-3}.Vb-*a.dal .®. 3-09 r CII'N✓T9 Ci..a..?•b,331iG :93ION NOIlV'0-M0:i .O.a avj i't� iLvfla.arl Nltl.�G i. iN.aL.•a.iia ia6:41-ilv ia,al�G-n..OaBJR3 rfiT.: NO€103M�0� �t��•i.•i �R�1 .c3xsac s o.tact•:.n.R car GYia:vv. sYs�+m T3: R.e/rNM a l4yi.w wit,..... 4 w sa•>N M Gu.oal rouvararnx ow Gaf�XYr as 0rt.q si .a c3•AW..a33,+Ca 3c S.�I Ioy\_/ a3ar••ara.s_svtt.n,.. For Iw•.ireao r..d uwlrc M wo ..,w...rt i'sP R>.>,LM. o.ar�:�3rva.•.Ta.L ivi riTvw.ou or N Lo L 3rravir>:a.vi:ya uns.c aia.r'a33W a>\.ar,waaol v•... '�.s BS3ln>s ac,s.v ez:w,.�•.31>m-0vz ed..ia-.o• R...w.,er raw.r.w w�h w.a:v..Ewa uru r<.».M trlD•�c3aino a+G c33x3 a ea a un ILwXr3-uaY oa Hsu>o-w+rG a.,mra nd.s3. Lr3:F owa,s,i-e'enr su»x,s. 3c T'•rz T9-c��s.•M peal.:cWn ci:>3a.-i•:.ra3s3br aor aa3Ni:m 3 M rmc IwrawN ma.r.nR M p•f.r vvri a cool m,aR.Y as+.•aw v✓iuu.If.uaL nm Nlvd a101 GCG1i111>70 GCG•N LG•i 9fR.4 ...eTwi.v-,i• ✓.P fSal..;.Rae W Irrarp w aa.•aM•ora Mot A taivvv.}:lvend39'wW a3al.ea sT aVr r=.•,iw 3o Ol riYlnJ•4iQL W aNasrav 1'TR.rr3 9K•N G.•3 OirI•4 CH3CiGw^J ia0:�}edJ.dri i3ivG G3w35 GJ.w�GsyG M !iN alDe 9OLLl 0 3r'a3aC30.1'a.ii.?i aiW a^G•ua_v i:i0.;F Y003.LR'iv abv a•m i3ivG it 4 K v rn. aEur:o i iBern♦ M.'+PeN iai 43TX Yv Trl,'n i34vi N?:5afHCYle�iliJ3V Ce-�OLi.ir3,ores i®ine foE•N •3 tiGt•4 ..GTw3.r.•n' O 0a Qi Aa Or,0.if.u 53w35 GtR3.v06sa4 3i•4LavPJ bev bOwix3:•9ba103roa fT••DI G3/tAadv b0, itC aNY oK m.aM,aea f go Ln idt•iGar�.'f)af+Q1T•i w a.W,1;plm o.nuv.v Oi.L>i:JO 3o vl•re"TVa 1tu 0it•N a[•3 NG!•4 •9Tbin.,Sr r /BL 3tL.01!!dill X L %>QdY.G3 a]G X.`Oir:i.NR..TiO Oi.G0.t0iMa 3eRYh7 a4LL0.CiiM• rmF M v.,Swear M rfirM.1 M:•LW aa.•awl a0.}W NL'1 N.L•4 rwiuooa:10•.ra•a1a,i.Pi>a"I-n,q a t9.Jf3i 011"300E'Ur Er1 xmof iM 9,.3 WYOg 9.3 rDl W vW ALIILn WCOVa Wi.ao.3 fOl 9JM'!x3 OA!%i 9aS7 O>i13G i ND t ON]eW aua,>Oa C LwWwrt10Y sad ,ane t ON Gaiirva Ow GiG+Y GYICR'}l+,•ie t.ao.♦ OL C31wwA:O Ado nuwY NAi tl C i rqv>v•C;19„iNN N COr iC✓OYb G m_ __. -- 2T!m..a5 n w.M r+..�so0 t2❑ 3a'tli'9 3'LP'ai1ItT1 iY00N uial4 aiivnii.,Tv i0 01 YDO r 4a3ilJJ'•'11r T Si�CJ 01:1 i film L.IRI i:ilG aC0•!Oa Nv1L�:®rid±.naafi i�Nn avlG Tv IfG•3i•N]rJG,6 C'o5 P enm a \J- v` 53 J3df a34LJ'R •r�!'• ML 3dCTY.3 wC1CQ}.N f9f.\'� } Ol rI011GYi aM GKr 0:•I,AW.aA.fa 3•GQv i•,N'rn a3on eaGiD"3,OVC 3O�Li r �• •drrr 'W +r•w N P.oM••OM 'piTriH i'bv,.O Poivwi}.3.01•FR 9X1g P109 x t __ Rw »:vrr•. sro+re.oem wow Wev01 OW GTwn tlLT iN .ii}NR uT.�tl iPO..>L3.3s_Y PM .IW M R,aa rM•Woo,:+ae WRro M}pa.fR.ra a Ri.:e e:v c.re,3".a a:x w aiP'w same w=Sio (9rM133i1•]i119N WI0:03•ro0 4P.:'LA'1vY:vN WP10w.i3tl OT Gi.aN Y3+f0>IOr'�ly ha ow.poN W Re .crony r W.�r:F aorta.. vwa a,nwu .M - stOW®:sary rm o:>oi•,d3Y.-i-ir 3arvad w;ai,T w i9 i a3aYR Y, .aNOIOp d'a11 iaP:Ov,[MN;a010a•Oa.CW lal•Na WJiWIi• lm iif PNL ri lO a310N IIM iMo'n.nwi;iwM iP vMP Ifa.9r�SN �ooJ. q r:c:,v r SAd.Caai.39•av9�_3G .0/G✓ia ruviGM .m-., • yr f 3i1v'i8 MI4r Waae.tl l.lai sh Nn aPro1T mlv f,w,..U'.-I x RP tl Im aaPoal A i-artl'C-0.T Sae i:iGf>1a.Tt.:18T'ni•03 m O,a N1P Qafl•11.70 W ib'i M P fditi arse fa wu•dro a rRaa.ka a,v W rro.Ma'A 'ir.A.Y,A,lnri gx1,>'i3lMitall•JaA 3ti N aiTn.A S3Y.x a:•rJ.,C3R3TB e9-0 a3.7aa ao lrw '�I b'1Ho ZJI t7'18 ^rL w arN a:aor Own'lam an.i0iali.>O Ol vao.oseM»,•1>.rn Y •a r-wruYa.00la.Ol 1IA!itlII'Ca xwu odic 3:•Yi3a.aver.iiroG ta.e•ia Yfr 539Wtl1 133.19Yia is •nay K v rrr.w,ar sa•r6.ae,.t'aa ours a w»>vr,r av� I T O 3avi oaaraloaP[C lla 0.1N•ar0 t•rNG 3sY•GNC%::'a.}.3..1 C.aveo S_aG s-wn axi tl at:r a•v do:n a waRa•r.ur.-i r wzr0YlJa a G•O:if[ saolaio©:dai.+i ai3„+,.a0•i Tv`O':liaav Nv Yod carosl p.irY1 r svarvXG aP aaPa..va+r ara'v+oaa•rids iab5 4.9nrnll 17 niOIP xvw yla.l >M 3ru a+�m aC•tl caiv'w it,,.••i GTvm ICO,P 1•.J,T w.a-.r 9w03A1 n era N Om>R••p r2 M It Mwv.rrou uoNdR eAn at•'i1.0.K lLL1 3a1nOY4 raTav<1pi,G w:Cm�iS i G i i at[ti.'ii >faAriOii wad WVU io NXVIUMI 1t wowa O 1WW ?JV%Val w t �' }rNOl9Y al0i If1 N9i IITIIIK bw1s..y3dwaG s r•w.:R C3lY]s iG"w3•L al9L>OOiIYLL to a3.rYilal:sT miaaK'aalmvo p',s•r.wv-,c,I,:eJ>a:wn O.9>09xdr3 ro oa WIroL Arai Yo an.v.ialoa+x a,'wm YOTh3:N rn 3CraDr:0 aua oiTn ,nia3ra YY nvT,Nrl aTve:•�ar-urc�a>•_s va_s.p-s}a.o:rs-:d. M NavY0 6/q.m"M13tl.,nxa-n @ .L 3-vx 1� �o 3111 i` `CY1•L.•70.R•iQui f x e tl.,vG a0 oa 3Yv ivleii YOar>:f.^lv 3Maar•i0 r .;r»a dm:w �.ri�' y/�� t�•i' y� �alia Xt/f) �P`iGiM.TI?d.LL'JO.Tria`LL9 ixLEa,nO>O 01 i�TT YOOIL+r3 Tv'! Y�-'+wos:n.o.:ev.wrWox p.$:rr:N SI.[Nato RrV,.i� S .sM•-a3.a3'A_S,.S JIJ7o�IV S rv1 ro aliON iienYin✓i R,»w,+•r wro d,.�1[Dn wv+ri r wiN:a rw'Po-nr oMr•RI iMl T�14f TOO:vb 9vT'if,99 03r�3G tar.•lK T9+3,A3.23v CiS35 3>TwK aOxecG � �a a001a1.f1 R3K fa3avar•x f IP.aN•T.FP•NR aTY ai10T'p.'Oia•?Qa iielil3fi0 n •CN/�qq IgyYi M+iu GNP',iWlK LOTI,ri Y ir.w ai3O.R iG'M,i3YY'!G av JPJ eGaily:x[ 6S3V Ga3Cs3-a x>3nm O_.aaad TINT aw3g r aaratl TS'rm YOwLx3 rn, .dyer p e.eN fr w4M a Ir•.v R.iq l l❑ 0.Ni.aL'Ci Wa>1GI.i 9Xlg 1VGi.X C •:�- 3alG 73 aW1 at7idlM 31:aH•Oa 9.al.aY i•Tt^reiA aaJrCYtF to�a b r,'1v:Vw�eG}}..l �.� ,rr4in e+iwo.PplMewY,;S.Y aiveawrrc aad.ID fT'101 rl ap 93 9N0�7 x t L•L.e ,..Rv w sae K-Y an 01®ir,w aP C• };v>^3i•,r•a iAd c}O:i'0'OJ 0c G Pv SIO..S43T1. .3O97i.YRpw S�lON �NIWvZI� wlPiY%7 NOiiiG a3aGa.s a x t e••N.w.riel-Y�.�i�q� eRPRrm a. - +=rs•Rroa»..:orn.»w.R+�r�w,e.o a,.w...�;, W9giPtsirN r.P ww ... w.,w...wwR..e,..M.on+..aRc .<< wM,w a•aanr::ria•o f'.iP.�rrP.fw� : •.c mm .+•�r.•�w5m�.mn .m. � �t. E t€ I{ ! 9WN'A1M9..F L 73l tlaMON P =gym Pa,naw arMwaa mod, Y Pf w.i WPrMwP rt9r.w.nwae=oRd vaWMAY •1❑ w N , rwvP M Mac R�'a i „� MR.aw.M Waa:.R� w 2 t ! X9.1?r0 A'.r• ftr,eW LG a W v„�rro..r a...d s,4 War'-, aRtl v0C R.rrflRRro+ro N.aaeY YNeY av:1 a area .,wa ,aG r•i•oo„rw6 a on wr.r. ,.wAa a a F 0S �:I}1j��t�t li0d woody aln r x r �o�,�'•a�Ls ?;i:!" w...•,-rs f6.._ `wc�- �r"ero 'NM.'wi..Rr w as.ae a y w.rR.B+orra .a a _»,., a'r^�,a'.�,.°.�.. $Y jl 17�C`��l, Z4aO a 7 ors.n6�6. M nor oa�wu-Y vw+a0 T.4. TM wra wr yore Liv0.Ri Y'o-w Y.Paai. 1Nw G0:10g e� I nv Il;. >ca•w,ru waw�Ms 'r'ucnw a nwr�P<a,e .oM G,a' o wra30 an13"7 r x r - as a3:C11T8 (w0 iaaw a3:iy 111.19N) ia3YJ Na +Naud0 39rX79d 30N911d.-!O 1:NOI1d0 ow.roe a-y or.+...Na[a our &w G.e0 i w u a.b R +n� R dri rw�I+�wr.'gY• {I{ €• i�it> am-AM,cam vaau j r119a1@LVn 3W0Tro IXi'IWO..% W sw WI .a»xr'.w.WraaIMwR RI1MM41alaaar.o` waw.d 61 rNlrwRM•rr•>Mpiw r�jp v» >M •owM'•aw...r+lr.n 1rtw%I, l .I r , Ma Ro yr r,n>aw.roiMr+arw,imrY a,,ariawnran:d•ej WtIN1ND0 f x I 6 •`i "" � -N QA4`� j:F;` Y p ro " vn.Mw sr M.,....>a iMr..o.6•Rr� •Y o o l_Slr®. •�t .w3nM'O T1i> >alOOolii 1 S 7] M.d.vo o.p. fL.rt OnN P vB.rr oa r'w�a M w. �s� aL,Tiw ii 0a iLOn'1 E �tlttl M A.v rwM.o.�ao`o4aa.o» •vr o, .nQ w�>, ae•.,,..w R.isroot:yiAf.> pp,eui.Llae�a•`, i iowN tN¢ Rl lO 3rnrf-Y.Tm[i+fiN ooT ai rrmwl TDva tl LLOY y: 111tiv13113, aiir6 a0 _ -. AIM.w,e.Mw ,.>.o r>.w�rr..'Mva .wroaer o.i..o yi;.r ad'Yaol%aiDen loofa; ltoo•N a .frN•.Cr WtU 1 t c€! i! wr®0 t x i r 3a 1,rN9r oN'3-19a19ner�-.r• p' .r.� ,a.oMOo:M::w' o.,..e.M. °' +a,,•�,:Mw a,•.w,M w.rrron Mara w w•p°w..:.a.n ,aa•w 6....r n.o...u..,,, aV ,r!FMW Wyaui>'8;@•,9 ry9Oid L? { •tl _ wy I'l:'. ^ utaR..n,br>MR1NMx'RrY r-ean o,a. r ,� 11O wi•.w.evir,um - off 1,I { emm a"OL al tiRr+Swm.m,v W.w.eava.R me=M.a w. YOia•a1lraLawa 13.ii ilrtID wlb) L I` Ka RAM na16 ra -M ram,{ p NOILC l!>�6 OIiI1J3T3 Txl 3@1'i' NOI1d0 aT i.sa+a w s 0,a w;�B. r 11BGb4G0 l.G 91r10311 K71:9M:9N3!r T.TL'Ira TWI { e MIdW 7f10�t xt .L I.[S1 N4W ar .oPe w i e !ii IQ daR�onN: .•o•r an.�«-Y awl @' t aw�..Mo.ryar'm•as W:rw. Iw>,•RS•v+oabzs.,�� p +av,unw/Mw.iM+...,;-. w;.oM.Mrsa.�..rie�:aw ell] xuu>u�rel an,w)uawm•wcPi,iz•.iTawn rrrow illvi nv•aeJ>,: ! Tii pp n�ri ,+6b3 __ a301•.ovR x-N YIIdn0 ixO.iilie uiv`Oip%lT awL aai a Qfi53c s,Ird w'9 !t v.airW-w.,M W arrw/dr!•Ca-w-i-l+YrA a 6L[n:n w G[P�(I va - 'KO•r,p,ra...r IA,M M•1 i3Ol3]G WrO,AT iG'PCriN3tl lvOv 3i.T.A3:3J 0.,rWg63G11/ aLe.v M dud u.u>rlGMi w.�l M p.s erarY rM�W&,r.r /7 0 al rarinbPor/Mre M t•wr>•.eanW sn;dary f l O mlTLD T^J0,•run 1'1510J ia•Ol IAS3::�3u:53D'OH s3rr,x wDa aL }naiad Ww`M_ ur :^ra tar.w taw wss Xa•s aMnrui r>. O h •✓.d10 srRo-w A•J•.in r 3197i Pw•.Mr\•Yi P W al N'>A M p•.c Mnx i w�i r.i�s;AeNNw ..O fO »,�-Mw 6.•aw.M ni,:::¢>n.a.:o wow...,.,,:e.n...:,a,aau I l O w a rca aGe3t'N r a�iR,a �11�f y/y �t�•�• NNO YIX33�10,1,�t /y��f/A�-.I•.4 .✓a/L Lima-n A•a•.m.aim rom�✓CT�3 I /f./aO Wt 3N3 A A W�/�/��yy�\ 1 / [4 W P.N•R• ,m M Raab iwwrr 6aa+r..e hR•q M so ai y� Aialie M rM N Ll'It•iX CL vpid>On g YiYin K tiwCHNf[)3JrilrO 3DrA,Nti.3me li[w3a tag In 0 MY.309N 11G 0371 V/l /COI R/7 Y W \/ w.wiMRb ai,eimN,We.u..G-a✓••cr.Ma ra IIM B,en a.,er'uw• 9NOIL10 3109VG wO7i Jti7YA, LR CLLea.iOJ Te:w,>y Olt,.' .K c}n aim;QT9N ON-9 CCLol,9y 7y:107aRi 6:a3+ M4a.+a,n eau::r,x WiryM anrw W.wra,wr a+n wi N011dlwai3a l N .)03a;ra�Itp.LLL N.dOM • Nu 1 X t O1013g 1T9a®81x3 --- (31ii lO,.ia3n)30rwD R eR.M a.,nvo.o•6Nuu aA.r w>awr r P K wi.i9 QYarY.Ga:iv.i0L•ii0va,am rCO3w i W W 3•Ogi of 9:e 3N 4tlW ,MN n R ay.,er>+a.aM >33r ig13,gI1 w K 30oM::s mu"rm 7Li.VnNn s : JI17G ig loll gaaa,ra>v r:>paRrW.nr,wMv aW:�,rrrs'n.»nrorrr.sa3r3t.?R.:d a,as a>vo'a.F fr'aW;enWv-.. la T it ffJ Ol U)'Igo 39a x03a e0 39M 93.3CI4 . S8i0lrD aTiO•,3.i1vPlt ,ai iY❑ >O w0.a9f1l.d)O1ai71031 70101g7/100 J s w0 'ar. n,ri weolar v.,.. : �.r' - r21.mb39a3'PxL'ld .ma AXLE .iGO f JOgG wOd.r 13LO 3g .e.. War r.t.MPo fw6 aw yore+�N4wi M1SM rAvivYreegw• l9a®lKl'1'd ur.N.M ave 7M pW 6d v.r vid-rrw eeNCIP•NI.wLMar RPa.a R.ra�;>aSeeV q t O i'TC 3.'a'OaG lfx•00 WO C3YY.a'aN'3?L3m091s Y•N TTn9 4.W N31::aP e AVRL[ .L-.0 ."A L aW W3�iN NOLLvaNG. W RSa try M rb.v •La F M is3Ni9lR t 9:M W3"CSiR aM i1M fll ill sal"1w I al •LNU .l.W .T l I w w+aM .Rr�eM diCa &. my n• rP•t r M PfMrq aYl fpeRMrrM>roa a O.w;n;R;3ae.r q i❑ i ,a:2tl:Raa tl Onai is O:Yowl lO:ax a0 LfGBa3 PI 9u A1r9 r.0 a0Y aiavw*u 9O1..F 3tlllmMl T79 9lON ,aV 6 b ova'.e. �� ___ \ IN1Ca TLrwa QaIG �• a:w •Si :r1..cNr,rai w a00C•b ro ra.n'•W Kipii iIl•w e•pep.M wr.M•w ♦q OY>r9i3:}i.,dig Oa C aT PwL 3y:lOM O:]lirONi it Y0.ara.•Oa 3t'L S_ riMa33G,G9f JO30 104,, C; 1.131ia9 W10.1! •:ai ,ni,a•Jw S,ry w wae.Im PPK,.f.ni Llre+wW,wvrw road<nw,ivm Man•v.be,wv,rP.ww w:J aGYr lrJo,a0 uvO0TM'sn.Nr iGav r:xr �Ix9rl7e0 A'.f. C<' �P wrw .w rrewa,r vwN na.v5 sCSRiirN it •SLuQ N%itS f/H0O{LL X NIOTI 3■ 3ao7 TS.,BO.i TNT.:eYa1N•iK h O•?9ew aitlav 143:T 3r:rJr.LO,TK]BOr 1 190d wia3a a1,7 r x t \ - i:ir iIW1a wctWaaa ailIXld,f II 70.K.gION d33A al Mma pT.W+w.air•-r?G a L5 P B w:.•r ,Mr 4 via a.'i6 w»,aN ciwi 6»e"o M P.a an>•i M w,�3nrrlll am f 1❑ w «rtCCKO p a"x`�ew°for.9�R;�me..wa..d,i. t O \ M aL rR.1R.r„I;awL rrr 1M wd NMIa IN.wg1 �l z• yag I' . rW/01i 33G, a.Lwfli'1�•C9.t M � fa.: �'c...+Il e..lY� i,:CiP7 artltffP'J,a.:.wR a.w G8310N 1'dO3N3V lJr- . 481916 a13 sl RaeY Mr(4r9 a N4M/I.ia.WRno...wr•LNa;wbb Y,arl atfr•gIYJ I ❑ }:wa w ...•b Ri ila N 8 rrw;r•rlllr aN.Y wF .',b,tn�14'na OOO4A.n o:d Olt a_m.6fi a19a37 ali3-o f x r 701Wa.S=q X t� is Moore .6 .w,6 R9ag M P yN>,M w,.R.0.1..r aln t r>0 3Wl Y.Yi.ODTIC•O_d L iLTni i0'Ui.m.iia'Q! A.aPlial.aT✓•JY TJ �r- 3 9NaMi au w XC2 1igG!til9il IDUJ.SalM1diY O ND93a 'l♦Og I r101'awa30 w304 94C,119.2 N W a nxr�:✓w.,v.r:en.aw tN R.Rvaid p eM a,rwnoo auLa Carr 31891 CO!Pri.0 KJ Rr.^ep3]�i M1>u N f,T:3G 1.v i Aim 73 70.W rrw www.+cRr ia.vA1 N W Mtn Ra.va,wu Le .Ir'kr.i i P.o wJi>.de SroSN3.ua•T'.Oil W.'M3rnJ irr.HOfA3u m. 3v iP Y>u YOf and 33a 3C�', W17.i1N77 E X rWW 1339) % =1CL.1'r Ar C Amlo99N,Ig22 aw 3 an a r rvsv,Rr•6eaO,W WR •w NiaPo P.<4nr:!.o SLM o,,wM.'o:..>•.O RO»oc f90rb.IWi weY ode-K }.Z GG3J+3 V.,:L}a!>uxI]i•i*,nwC Div,TirJA}-O.w:9Ta i3or eC.w a0a Ol0'OL .l• rnaRr waow.P:-MA0.aMaIW ra•Ra». 391teia iG?.-f OGM�`L1r0.Tw YOLOvayO0ly GiYWWAG313,.S M.:a`9J 1rw319N 9N)030 3ArF wlv.I o u ' a ; n,f aolL pwroit Poo l0 b om a-- ' 8,,_c as tiro a. n\rE P in?ai.i Oi'r0.lY:AaP 1>000 wcirl lr'001 On iLvs 7da3A.33.0.Pn^. 3Ygtyi.r O gW3li9!.C1v00. ' G9-r1R.91N5 ttt! w33P8R 11iR799L4.r qr r+br P b Burr x»Nr.rn R•o L ,f/I 6r4 W V`.6irl f ❑ 3•:f0 r0 Was iHVR1 piGlrO il.i iQ NOi:TiIiMJ iM1 iL GNn'a.m0%9.: ` 30rW9d 118i31l Ol r!r 1WI.r OVp S.J/ awowv i31a 10 wa,rr a,w na•r��u w nu ra M,•rv+' W a,w r:ri v I i�' 4 q L u n.pA .ry M elvn 6vlriry nv r ��9Y314T}99 door[lv1NOZOCXI lute i35 7Oalg a15 �T_tl r A}r0;O.4+?Y.d0a ivrvial NYC;t.Olt[Ani,r i3.v.J09,, -- wm t x t 13�'J aid;:TaeCrli 70.a•W Q. „RiLb RI uLn O.NArO>W Rf.fi Lwil 9 { .p1O °q'' Z ❑ a✓'sic Oev u Ne,f•.eeu,oWr..o,raiiP:roun'ialva N No loot N'Oidi•a0 a3r-3r .Z:d>J Old 9wrSV'M J F�w lau tv x L Waa0 aa6.in.M M O.STM eW Rr.li SGrIGan L9 clay.ail uoitda w;R 5pa NO11d0 u0:ir.e ai M NL .rrbe 3i.P... wv'A>u m:9vayi i,ia.yi w i+aaarwLroaWa aw llDia+r.R•OJ b.rne i'ivL rNvw 173Ni'oa a3rnQ d39a3�Wrnv:w^0 Wlllido p1931 araLim Lroalds'i iif rYR.w;la..YP,eau R.Ileliv.Pi a,N,r.rt.ioi•.n....n.6,,«a }.sNc*N Yanaa0 sf:ailiv of ianlvrni i>itwd oeN o.tlioa70 3u is wro-ro a�a 9WIK9b 19 v9 a nlno 9i- urn 6r•ara n•6, tacaw ie.N.Ni Y3•NO wnd♦•w.g PPv w tl LaPd liw tl aln•rrm,v>3w a3a3a, 1L+39 a1rIH0 a1r3V, f11tl01 flit 31P11 ❑ 9NC1ro ir.l:,ii:wiOara 3N.a�mT illOal,tl iNxaLOW Pu Ol iaa"aX ixv w• _-1"d011N00 r x t (an C19P4 Iddr.caw;eyNO p door,.En^WIOL aw pertW 3m o w:�Yusw»au w aQ tna san.Po 3N oa a�a{ta�xli r��Yiyl•.�m�vwQv sou .La•^•eP•m rr w ilaiw.l WY>,1 egtdR.rmu+r R d.'n lives�nvla•.0 o-P+a N34 Y 091 Q (iwOl7tiML W19.�IID3117R3:iv9:9a3N3 NMI;laa4