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Home My WebLink About3239 Hillside DriveFrom: no-reolv(alci.wheatridae.co. us To: CommDev Farm is Subject: Online Form Submittal: New Residential Construction Date: Friday, October 1, 2021 10:42:04 AM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3239 Hillside Drive Property Owner Name Hill Top Estates LLC Property Owner Phone 3039495945 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email brad@workshop-colorado.com Address Attach City of Wheat ElectronicPavmentForm 3239HillsideDr 07-08-2021.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Wymac Enterprises IncNVork Shop Colorado What is your role in the General Contractor project? Wheat Ridge 180180 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-818-2768 (enter WITH dashes, eg 303-123-4567) Contact Email Address kelseyk@workshop-colorado.com for Plan Review Comments Retype Contact Email kelseyk@workshop-colorado.com Address DESCRIPTION OF WORK Detailed Scope of New single family home with attached garage Work - Example: New single family home with 2 car attached garage Square Footage of 5249.0 New Construction Upload Proof of ProofofWater 3239HiIlsideDr 07-08-21 Ddf Submission to Water Department Upload Proof of ProofofSanitation 3239HiIlsideDr 07-08-21.odf Submission to Sanitation Department Engineering Letters EneravReoort 3239HiIlsideDr 09-01-2021.ndf and Other Letter Size Attachments Energy Calcs Manuals 3239HiIlsideDr 09-16-21.odf Construction Plans PlansPackaae 3239HiIlsideDr 10-01-21.ndf scanned on 11'x17" or larger Project Value (contract 629880.00 Valuation adjusted 5249ft value or cost of ALL x 122.46 = 642,792.54 materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Kelsey Kistler Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. •..., XlL1L19 / t BV9I'CK 9Ai' v ' A•\ g£ \ \ Kc seusxPoeligT 1//// 4•`` \\ £ xi.ARswALE - / o G G \ DOWNSPOUT WRN \\ '•Cr�•✓ \ \\ ,SIB.OP .ONC. SPLASHBLCCX •Y � l i' TOREARSWN.E � \ MDTEK / \•\ .. . . A/GUNK � • s° .y V A Aassao�ls� 3239 j HILLSIDE i(`?W°' •e^T�MET.D THREE CSAR / SINGLE FAMILY HOUSE GARAGE 3,44B.25F 5.5230INT \ rrE.-5.523.0' ,5 s ... ...... H \\.... / rrE.=5.522.63./ o AI 451500 55 \ s5 8016 � S 509.00 5.0 \ 552233 Y.. a1� DOWNEPOVT WITX GONG \ \ OOWNSPOSHB \ 1.7 ITH a, F OC&TONCC&Y \ \ 533000 j •',2.,U BL$ \ ONGE SVOLE LOCK �1 - MWNTAIN DITCX \ \ \ OS£{B TOSIDESWALE :vi — A2:$$22.00' $$2262 01 ', �y+16 r "vl \ ._s... u-.. SETABUILDING CK 6 .6\ 5i 551 ssz .zs �V nn 5522 .25 Oa 1 00p 16 CONCREPE/- FLATWORK 551200. /�\\\ CONCRETE OCuu 552225' `... , PLANTER BEDS - d�s �513' \ / DRIVEWAY 3 \ 55514.00 \\ \ _ U 1` 551 s�A .Sd2.00 ....55 sit ae w°Cei flocev' y� 5 516 o '. \ l Y C 4, P, ... \ 5522.00. : O N + MOUMAW DITCX of . \ : w : m 5 518.00' r 51523 00,, r•. F � I '.. ( Z '•, \ ' 4522.00' - t � 452000' Av 5.519 00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, _ _ ____N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 � 01 5521.92' VY ' 5522.00' 3 ( o LEGEND O LEGAL DESCRIPTION: PROJECT AREA/ZONING LAND USE INFORMATION: ZONING COVERAGE INFORMATION: BULK PLANE STUDY ZONE LOT LINE DIRECTION OF WATER WATERLINE CW AP ORTIONOFTHE NW BUILDING FORM ON ZONE LOT Q4a ZONE DISTRICT: R-1 (AS+A2+A3+A4)/4= WZ / 1/4 OF SECTION 28, TOTAL NEW PRIMARY STRUCTURE O = 5,249.0 SF ONE -FAMILY DWELLING LADE MIDPOINT d DRAINAGE Y 0.a n A O v 3 ZONE LOT SETBACK GAS LINE G TOWNSHIP 3 SOUTH, (5,513.00'+5,520.11'+ RANGE 69 WEST 6TH HABITABLE STORY (TOTAL SF) ZONING LAND USE GROSS ZONE LOT AREA: 14,346.11 SF 5,520.15'+ 5,511.91') /4 = SPOT ELEVATIONS (a JJ�� COVERAGE AREA 'T SEWER LINE — —SS— — — P.M. CITY OF WHEAT BASEMENT: ONE -FAMILY DWELLING 1863.8 SF 5,516.30 ORIGINAL GRADE Y RIDGE, COUNTY OF FIRST FLOOR: ONE -FAMILY DWELLING 1854A SF BUILDING FOOTPRINT= 3,448.2 SF JEFFERSON, STATE OF SECOND FLOOR: ONE -FAMILY DWELLING 1530.8 SF TOPOGRAPHY LINES '-- - "-_._.. COLORADO F TOTAL BUILDING COVERAGE= 3,448.2 SF � TOTAL BUILDING COVERAGE= 24% I I I I 3,448.2 SF / 14,346.11 SF =.240 I I N NEW ATTACHED GARAGE I I FIRST FLOOR 3 VEHICLE PARKING SPOTS 753.4 SF 3 PARKING SPOTS PROVIDED •..., XlL1L19 / t BV9I'CK 9Ai' v ' A•\ g£ \ \ Kc seusxPoeligT 1//// 4•`` \\ £ xi.ARswALE - / o G G \ DOWNSPOUT WRN \\ '•Cr�•✓ \ \\ ,SIB.OP .ONC. SPLASHBLCCX •Y � l i' TOREARSWN.E � \ MDTEK / \•\ .. . . A/GUNK � • s° .y V A Aassao�ls� 3239 j HILLSIDE i(`?W°' •e^T�MET.D THREE CSAR / SINGLE FAMILY HOUSE GARAGE 3,44B.25F 5.5230INT \ rrE.-5.523.0' ,5 s ... ...... H \\.... / rrE.=5.522.63./ o AI 451500 55 \ s5 8016 � S 509.00 5.0 \ 552233 Y.. a1� DOWNEPOVT WITX GONG \ \ OOWNSPOSHB \ 1.7 ITH a, F OC&TONCC&Y \ \ 533000 j •',2.,U BL$ \ ONGE SVOLE LOCK �1 - MWNTAIN DITCX \ \ \ OS£{B TOSIDESWALE :vi — A2:$$22.00' $$2262 01 ', �y+16 r "vl \ ._s... u-.. SETABUILDING CK 6 .6\ 5i 551 ssz .zs �V nn 5522 .25 Oa 1 00p 16 CONCREPE/- FLATWORK 551200. /�\\\ CONCRETE OCuu 552225' `... , PLANTER BEDS - d�s �513' \ / DRIVEWAY 3 \ 55514.00 \\ \ _ U 1` 551 s�A .Sd2.00 ....55 sit ae w°Cei flocev' y� 5 516 o '. \ l Y C 4, P, ... \ 5522.00. : O N + MOUMAW DITCX of . \ : w : m 5 518.00' r 51523 00,, r•. F � I '.. ( Z '•, \ ' 4522.00' - t � 452000' Av 5.519 00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, _ _ ____N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 � 01 5521.92' VY ' 5522.00' 3 ( o SITE PLAN o a' e' e 118. = ra• ®y' u HILLSIDE DR GENERAL NOTES: 1. SLOPE GRADE AT FOUNDATION 6" MIN. NO DRAINAGE SHALL FLOW ONTO ADJACENT 3 PROPERTIES — —SS— —55— —SS— —SS— —SS— _SS::SS —55— —SS— —SS— —SS— —SS— —55— —SS— —SS— —SS— —SS— - c� cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw- G G G G G G G G G G G G G G G G— David by David&athDonnd Seth Date:ell Donnell201021.:467.1[6 ° -0T00' Rewmeol by the City of Wheat Ridge 61. Eng neer ng Division NO EXCEPTIONS TAKEN By; Jordan Jefferies DATE: 1211412021 COMMEWS: A grading Certification with ILC or updated CCP required prior to CO 0. \ \5504.00' O \ OY \ \ 0] \ O Q4a 0'a30o / WZ / SITE PLAN o a' e' e 118. = ra• ®y' u HILLSIDE DR GENERAL NOTES: 1. SLOPE GRADE AT FOUNDATION 6" MIN. NO DRAINAGE SHALL FLOW ONTO ADJACENT 3 PROPERTIES — —SS— —55— —SS— —SS— —SS— _SS::SS —55— —SS— —SS— —SS— —SS— —55— —SS— —SS— —SS— —SS— - c� cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw cw- G G G G G G G G G G G G G G G G— David by David&athDonnd Seth Date:ell Donnell201021.:467.1[6 ° -0T00' Rewmeol by the City of Wheat Ridge 61. Eng neer ng Division NO EXCEPTIONS TAKEN By; Jordan Jefferies DATE: 1211412021 COMMEWS: A grading Certification with ILC or updated CCP required prior to CO 0. O D d S W ~ 0] o O Q4a 0'a30o O WZ O = T�: yz d�ay M d Y O D d W ~ O¢FWo O 0'a30o WZ O = yz d�ay M d T> W Y 0.a n A O v 3 405311 i SITE PLAN A04 U O Z o Do M y y � a F z � I I I I I I I I N I I I I p I I I I o SITE PLAN A04 o W neelR O �W TERRL�OY/riE � fyNeQs, 6'eab�,im d Emxnhmnfal Yirnruh Nang oM �cc Subsurface Exploration and Foundation Recommendations Proposed Single Family Residence at Lot 6 at Hilltop Estates 3239 Hillside Dr, Wheat Ridge, Colorado Terradyne Project No.: C215124 -D Workshop Colorado 4373 Jason Street Denver, Colorado July 8, 2021 IU00E. Mh Avenua, SulhE • Auwa, Colas E0011 • P6003.1639Jf1 • Fax 30]46]9321 Taradyne DEN, Mc. o W neat .1,W TE/7/2��OYNE ry / m ee meg DM ENGINEERING,SuiteF INC I03 E IIrtNE U. CVS July g. 2021 '�r� E Awo]hAvo.0011 COlwaC9311 Phone. www.lerrepYrpcom Workshop Colorado 4373 Jason Street Denver, Colorado Attention: Kelsey Kistler Re: Subsurface Exploration and Foundation Recommendations Proposed Single Family residence at 3239 Hillside Dr, Wheat Ridge, Colorado Terradyne Project No.: C215124 -D Dear Ms. Kistler: Teradyne Residential Inc. has Completed a soil and foundation engineering report at the above referenced project site. The results of the exploration are presented in this report. We appreciate and wish to thank you for the opportunity to service you on this project. Please do not hesitate to contact us if we can be of additional assistance during the Construction Materials testing and Quality Control phases of construction. Respectfully Submitted, Very Truly Yours, Termd R dential, Inc. �o{ypDOl/CF io 53857 L' Digitally signed YosiefAraia, P.E. o%8�iazr ` ief byvcamfw, Napa Geotechnical Department Man , Araid oel` bNAI' zon.fUo 0158 aousnol Page 1.0 INTRODUCTION ................................................................................................................................ 1 2.0 PROJECT DESCRIPTION ................................................................................................................... 1 3.0 PURPOSE AND SCOPE OF SERVICES ............................................................................................ 1 4.0 SITE CONDITIONS ................ ................................................. 2 5.0 GEOTECHNICAL INVESTIGATION ................................................................................................ 2 6.0 FOUNDATIONS ON EXPANSIVE SOIL .......................................................................................... 5 7.0 DESIGN ENGINEERING ANALYSIS ............................................................................................... 8 8.0 FOUNDATION RECOMMENDATIONS ........................................................................................... 8 9.0 CONSTRUCTION GUIDELINES ..................................................................................................... II 10.0 DRAINAGE AND MAINTENANCE .............................................................................................. 13 11.0 SHORING .......................................................................................................................................... 15 12.0 LIMITATIONS .............................................................. ................... 15 APPENDIX Boring Location Figure I Boring Logs Figure 2-8 Key to Classifications and Symbols Figure 9 Terradyne Residential, Inc. C215124 -D The soil conditions at the site of the proposed Single -Family residence at 3239 Hillside Dr, in Wheat Ridge, Colorado were explored by drilling one (1) boring to a depth of 25 feet at the lot along with other boreholes drilled on adjoining lots. The proposed construction will consist of a two to three story single family residence with attached garage and a basement. Laboratory testa were performed on selected samples to evaluate the engineering characteristics of various soil strata encountered in our boring. Teradyne has monitored the placement of approximately 7 feet of over -excavated, moisture conditioned, replaced and recomputed engineered fill at this site. The results of our exploration, laboratory testing and engineering evaluation indicate the soils underlying this site have an estimated potential vertical movement on the order of 2 to 3 inches at existing grade level for average moisture conditions. The proposed structure may be supported by spread or strip footings bearing at the basement level on compacted in-situ soils. Design parameters for the foundations are included in this report. Groundwater seepage was encountered in the borings at the time of our field exploration. Detailed descriptions of subsurface conditions, engineering analysis, and design recommendations are included in this report. Terradyne Residential, Inc. C215124 -D 1.0 INTRODUCTION This report presents the results of our subsurface exploration and foundation analysis for the proposed single family residence at 3239 Hillside Dr, in Wheat Ridge, Colorado. The object of this investigation was to evaluate the physical properties of the soils underlying the site in order to provide recommendations for foundation, and retaining wall design, slab support and related earthwork for the structures. This geotechnical investigation was authorized by Workshop Colorado. 2.0 PROJECT DESCRIPTION Terradyne understands that the proposed single family residence will be a two to three story structure with basement and attached garage. If the final construction plans vary from what has been assumed, please contact Temadyne for further evaluation as the revisions may affect the recommendations provided in this report. 3.0 PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical investigation was to evaluate the subsurface and groundwater conditions of the site and provide geotechnical engineering recommendations for the design and construction of the residence. Our scope of services includes the following: 1) Drilling and sampling of one boring B4 to a depth of 25 key 2) Evaluation of the in-place conditions of the subsurface soils through field penetration tests; 3) Observation of the groundwater conditions during drilling operations; 4) Performing laboratory tests such as AQerberg limits, moisture content tests, free swell/consolidation tests; 5) Review and evaluation of field and laboratory tests; 6) Compilation, generalization and analysis of the field and laboratory data according to the project requirements; 7) Estimation of potential vertical heave; 8) Preparation of recommendations for the design and construction of the structures; 9) Consultations with Prime Professionals and members of the design team on fundings and recommendations and the preparation of a written geotechnical engineering report for their use in the preparation of design and construction documents. The Scope of Services does not include an environmental assessment of the presence or absence of wetlands and/or hazardous or toxic materials in the soil, surface water, groundwater, or air, in the proximity of this site. Any statements in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the client. Terradyne Residential, Inc. C215124 -D 4.0 SITE CONDITIONS The site for the proposed residence is located at 3239 Hillside Or, in Wheat Ridge, Colorado. The site grade at the time of drilling was at an elevation of approximately 5 feet below its final grade and is located on a vacant lot, within a new subdivision that is being developed. The site is bordered by adjoining properties to the west and south, Rocky Mountain ditch to the north, and new access roadway lies to the east of the property. The boring locations were established in the field by information provided by the client. 5.0 GEOTECHMCAL INVESTIGATION The field exploration to determine the engineering characteristics of the subsurface materials included a reconnaissance of the project site, drilling the boring, perforating standard penetration tests and obtaining samples using California sampler. One (1) soil test boring was drilled at this lot. Boring B-4 was drilled to a maximum depth of 25 feet. Boring location at the lot were selected based on information provided by the client and established in the field by the drilling crew. An approximate boring location plan is shown on Figure 1 in the Appendix. The borings were performed with a drilling rig equipped with a rotary head. Conventional solid stem augers were used to advance the hole and samples of the subsurface materials were obtained using a Modified California sampler and standard 4.0 -inch augers. The samples were identified according to boring number and depth, encased in polyethylene plastic wrapping to protect against moisture loss, and transported W our laboratory. 5.1 Field Tests and Measurements Penetration Tests: During the sampling procedures, standard penetration tests were performed in the boring in conjunction with split -barrel sampling (ASTM 1586). The standard penetration value (N) is defined as the number of blows of a 140 -pound hammer, falling thirty inches, required to advance the split -spoon sampler one foot into the soil. The sampler is lowered to the bottom of the drill hole and the number of blows recorded for each of the three successive increments of six inches penetration. The "N' value is obtained by adding the second and third incremental numbers. The results of the standard penetration tests indicate the relative density and comparative consistency of the soils, and thereby provide a basis for estimating the relative strength and compressibility of the soil profile components. Water Leve( Measurements: Water level was checked in Termdyne's soil boring during and after completion of drilling operations and is noted on the boring lag. In relatively pervious soils, such as sandy soils, the indicated elevations are considered reliable groundwater levels. In relatively impervious soils, an accurate determination of the groundwater elevation may not be possible even Terradyne Residential, Inc. C215124 -D after several days of observation. Seasonal variations, temperature and recent rainfall conditions may influence the level of the groundwater table and the volume of water encountered will depend on the permeability of the soils. 5.2 Boring Logs Field log was prepared for the boring. The log includes information conuming the boring method, samples attempted and recovered, the presence of various materials (such as clay, sand and silt) and groundwater observations. They also include an interpretation of the subsurface conditions between samples. Therefore, these logs include both factual and interpretive information. The final log represents our interpretation of the contents of the field log and laboratory test results for the purpose delineated by our client. The final log is included on Figure 2 in the Appendix. A key to classification terms and symbols used on the log is presented on Figure 3. 53 Laboratory Testing Program In addition to field exploration. a laboratory testing program was conducted to detemrine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the and parameters. Ali phases of the laboratory testing program were performed in general accordance with the indicated applicable ASTM Specifications presented in Table No. 1. Table No. I Two of Test Applicable Test Standard Natural Moisture Content ASTM D-2216 Akerberg Limits ASTM D4318 Passing No. 200 Sieve ASTM D1140, D422 In the laboratory, each sample was examined and classified by a geotechnical engineer. As a part of this classification procedure, the award water content of selected specimens was determined. Liquid and Plastic Limit tests were perfomred on representative specimens to determine the plasticity characteristics of the different and strata encountered. The results of these tests are presented on the appropriate boring logs. Terradyne Residential, Inc. C215124 -D 5.4 Laboratory Testing Program In addition to field exploration, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the soil parameters. All phases of the laboratory testing program were performed in general accordance with the indicated applicable ASTM Specifications. In the laboratory, each sample was examined and classified by a geotechnical engineer. As a part of this classification procedure, the natural water content of selected specimens was determined. Liquid and Plastic Limit tests were performed on representative specimens W determine the plasticity characteristics of the different soil strata encountered. The following tests, presented in Table No. 2, were conducted in the laboratory to evaluate the engineering characteristics of the subsurface materials. The results of these tests are presented on the boring logs. Table No. 2 TweofTest Number Conducted Natural Moisture Content 6 Atterberg Limits 3 Particle Size Analysis 3 5.5 General Subsurface Conditions As shown on the U.S. Geological Survey sheet of the Arvada Quadrangle Geologic Map, the site is located within Goo, Colluvium formation (Holocene to Pleistocene), which consists of gray, dark gray, brown to light brown sandy silt and clay. At this particular site the soil consists of an engineered fill of sandy clay (CL) underlain by claystone, down in a boring depth of 25 feet from existing grade at the lot. 1 The soils underlying the site may be grouped into two generalized strata with similar physical and engineering properties. The log describes any noticeable changes that occuras depth increases related to soil type, moisture, color and hardness; interface between soil strata represent approximate boundaries. The transition between materials may be gradual. The soil stratigraphy at the boring location is presented on the Boring Log. The engineering characteristics of the underlying soils, based on our field and laboratory test results, are summarized and presented in Table No. 3. Source: https://ng db.usgs.gov/m pvim/ Terradyne Residential, Inc. C215124 -D Table No. 3 Stratum Color DepthPlate Liquid Ranee Limit Blows Per Foot Index Feet Ranee Sa dCy Clay Grayish Brown I 0 - 9 46 25 29-30 2 Claystone Gray 9-25 49 1 25-27 46 - 5015' The above description generally highlights the major soil stratification features and soil characteristics. The test boring log should be consulted forspecific information at the boring locations. Groundwaterwas encountered in our boring during drilling operations at a depth of 11 feet. However, groundwater levels will fluctuate with seasonal climatic variations and changes in the land orae. The low permeability of the soils may require several days for groundwater to enter and stabilize m the boreholes. it is not unusual to encounter shallow groundwater during or after periods of rainfall. Surface water tends to percolate through the surface until it encounters a relatively imperious layer. 6.0 FOUNDATIONS ON EXPANSIVE SOIL There are many plastic clays that swell when water is added W them and shrink when water is removed. Foundations constructed on these clays are subjected to large uplifting forces caused by the swelling. Two factors contribute to potential shrink -swell problems within a building site. Problems can arise if a) the soil has expansive or shrinkage properties or b) environmental conditions cause the moisture levels in the soil W change. Evaluation o(the Shrink -Swell Potential of the Soils: Subsurface sampling, laboratory testing and data analysis is used to evaluate the shrink -swell potential of the soils under the foundations. The Mechanism of Swelline: The mechanism of swelling in expansive clays is influenced by a number of factors. The expansion in clays is a result of changes in the soil -water system that disturbs the internal stress equilibrium. Clay particles have negative electrical charges on thein surfaces and positively charged ends. The negative charges are balanced by actions in the soil - water and give rise to an electrical interparticle force field. In addition, adsorptive forces exist between the clay crystals and water molecules, and Van Der Wools surface forces exist between Terradyne Residential, Inc. C215124 -D particles. Thus, there exists an internal electro -chemical force system that most be in equilibrium with the externally applied stresses and capillary tension in the soil water. If the soil -water chemistry is altered, either by changing the amount of water or chemical composition in the soil, the inter -particle force field will change. If the change in internal forces is not balanced by a corresponding change in the state of stress, the particle spacing changes until equilibrium is reached. This change in particle spacing manifests itself as a shrinkage or swelling. Antecedent Rainfall Ratio: This is defined as the total monthly rainfall for the current and previous months prior to laying the slab, divided by twice the average monthly rate measured for the period. The intent of this ratio is to give a relative measure of ground moisture conditions at the time the slab is placed. Thus, if a slab is placed a the end of a wet period, the slab shall be expected to experience some loss of support around the perimeter as the wet soil begins to dry out and shrink. The opposite effect could be anticipated if the slab is placed at the end of an extended dry period; as the wet season occurs, uplift around the perimeter may occur as the soil at the edge of the slab gains in moisture content. Age of Slab: The length of time since the slab was cast provides an indication of the type of swelling the soil profile may have beneath the slab. Initial Moisture Condition and Moisture Variation: A volume change in an expansive soil mass is the result of increases or decreases in water content. The initial moisture content influences the swell and shrink potential of a soil. However, moisture content alone is useless as an indicator or predictor of shrink -swell potential. The relationship between moisture content and other soil characteristics, such as the Plastic Limit and Liquid Limit, must also be known. If the moisture content is below ornear the Plastic Limit, the soils may have a high potential to swell. Expansive soils with Liquidity Indexc in the range of 0.20 to 0.40 tend to experience little additional swell. The availability of water in an expansive soil profile is influenced by many environmental and manmade factors. Generally, the upper few feet of the profile are subjected to the widest ranges of moisture variation, and are the least restrained from movement by overburden. This upper stratum of the profile is referred to as the active zone. Moisture variation in the active zone of a natural sail profile is affected by climatic cycles at the surface and fluctuating gromdwrr a levels at the lower moisture boundary. The superficial boundary moisture conditions are changed by placing a barrier, such as a building floor slab or pavement, between the soil and atmospheric environment. Other causes of moisture variation result from altered drainage conditions or manmade sources of water, LIQUIDITY INDEX --NATURAL WATER CONTENT—PLASTIC LIMIT LIQUID LIMIT— PLASTIC LIMIT Terradyne Residential, Inc C215124 -D such as irrigation or leaky plumbing. The latter factors are difficult to quantify and incorporate into the analysis but shall be controlled to the extent possible for each situation. For example, proper drainage and attention to landscaping are simple means of minimizing moisture fluctuations near structures and shall always be taken into consideration. Manmade Conditions That Can Be Altered r There are a number of factors that can influence whether a soil might shrink or swell and the magnitude of this movement. For the most part, the owner and/or designer have some control over whether these factors can be avoided, and if not avoided, the degree to which these factors may influence the shrink -swell process. Lot Drainaee: How a lot is graded affects the accumulation of surface water around the slab. Most builders are aware of the importance of grading the soil away from the structure so that rainwater does not collect and pond adjacent to the foundation. If allowed to accumulate next to the foundation, water may infiltrate the expansive soils underlying the foundation, which could cause the foundation to settle. Similarly, runoff from surface water drainage patients and swales most not collect adjacent to the foundation. Tmano nhv: As it swells, soil heaves perpendicularly to the ground surface or slope, but as it shrinks, it recedes in the direction of gravity and gradually moves downslope in a sawtooth fashion over a number of shrink -swell cycles. In addition to this shrink -swell influence, soil will exhibit viscoelastic properties and creep downhill under the steady influence of the weight of the soil. Therefore, to avoid a structure constructed on this slope from moving downhill with the soil, it must be designed W compensate for this lateral soil influence. Pre -Contraction Veanzation: A large amount of vegetation, especially large trees, on a site prior on construction may have desiccation at the site. Constructing over a desiccated soil can produce some dramatic instances of heave and associated structural distress said damage as it becomes we. Post -Construction Veeetation: The type, amount, and location of vegetation that has grown since construction can cause localized desiccation. Planting trees or large shrubs near a building can result in the loss of foundation support as the vegetation robs moisture from the foundation soil. Conversely, the opposite effect can occur if flowerbeds or shrubs me planted next to the foundation and these beds are kept well -watered or flooded. This practice can result in swelling of the soil around the perimeter where the soil remains wet. Summation: It is beyond the scope of this investigation to do more than point out the factors that may influence the amount and type of swell a slab -on -grade foundation may be subjected to during its lifetime. The design engineer must be aware of these factors in developing his design, using his engineering experience andjudgment as a guide. Terradyne Residential, Inc. C215124 -D 7.0 DESIGN ENGINEERING ANALYSIS Foundation Design Considerations: Review of the boring and test data indicates that the factors presented on the following page will affect the foundation design and construction at this site: The site is underlain by subsoils of low expansive potential at shallow depths. Structures supported at shallow depths will be subjected to potential vertical movements on the order of 2 to 3 inches at the basement level. The strengths of the underlying soils are adequate to support shallow or deep foundations. Groundwater was encountered in our boring at the time of the subsurface exploration phase at a depth of 11 feet below existing grade. Structural Information: Based on the information provided, it is understood that the proposed structure will be a three story residence. These structures are expected to create moderately low loads to be carried by the foundation systems. These structures will utilize wood frame construction and brick or stucco exterior walls. It is assumed that the maximum column loads will not exceed 5 kips, while maximum exterior wall loading will be in the range of one kip per foot. Vertical Movements: The potential vertical heave for slab -on grade construction at the location has been estimated utilizing the liquid limits, plasticity indices, and in-situ moisture contents for soils in the seasonally active zone, estimated to be about twenty m twenty-five feel in the project area. The estimated potential vertical heave value provided is based on the proposed floor system applying a sustained surcharge load of approximately one pound per square inch on the subgmde materials. Potential vertical movements on the order of 2 to 3 inches a the basement level may be anticipated for average soil moisture conditions. The finish grade elevation was assumed to be '/2 to one foot above the existing grade level. Select structural fill shall be used to raise the elevation by Yx to one foot. Ifthe eaastinggrade has to be raised to again theJinish grade elevation, selectJdl shall be placed, compacted and tested for compaction compliance by Terradma 8.0 FOUNDATION RECOMMENDATIONS The type and depth of foundation suitable for a given structure primarily depends on several factors: the subsurface conditions, the function of the structure, the loads it may carry and the cost of the foundation. Additional considerations may include acceptable performance criteria set by the owner, architect, or structural designer with respect to vertical and differential movements that the structure can withstand without damage. Based on these conditions and the engineering design analysis spread or strip type footings bearing on compacted in-sim soils at the basement level can be used. Either a Terradyne Residential, Inc C215124 -D slab on grade or a structurally suspended slab can be used. 8.1 Spread -Type Footings The site grade is at approximately 5 feet below its final grade. The site should be backfilled with moisture conditioned soil, or select fill material, that is compacted properly according to the construction guidelines provided in this report. Spread or strip type footings bearing at the foundation level on compacted in-situ soils can be used to support the structure. An allowable soil bearing pressure of 2,000 pounds per square foot is recommended for the design of spread or strip type footings at this level. In order to minimize the sensitivity of the structure to differential movement, the footings and walls should be reinforced to allow for a degree of load re -distribution should a localized zone of the supporting soils become saturated. Stem walls should either be positively separated from the floor slabs or reinforced to prevent cracking at the slab stem wall interface. Uplift resistance of shallow foundations formed in an open excavation should be taken as the weight of the foundation and and above it. For design purposes, the upfift resistance should be based on total unit weights of 110 and 150 lbs. per cubic foot (pcf) for soil and concrete respectively. in areas where ground water is anticipated or in areas prone to flooding, the uplift resistance should be based on submerged unit weights of 57 and 87.5 pounds per cubic foot (pct) for soil and concrete respectively. A factor of safety oft is recommended for sustained loading conditions, and 1.5 for transient loading conditions. 8.2 Foundation Construction Guidelines Significant moisture increase in the in-sim soils could create additional and/or excessive movements in the site. Accordingly, the site drainage and moisture protection provisions, recommended in this report are critical design considerations. Prior to placing concrete, all bearing surfaces must be cleared of all loose material. Disturbed material my only be re -compacted with guidance from, and after contacting Terradyne. To verify the soil conditions and soil bearing capacity, it is required that an open hole observation beperformed. The entire excavation must be dug down to final grade prior to the observation. If potentially expansive clay, deleterious material, or other unsuitable conditions are found, additional over -excavation of some or the entire site may be required— replacing inadequate soils with acceptable materials. Revised foundation recommendations such as the use of drA/ed piers may also be required at that time. We recommend the foundation subgrade be inspected for adequacy before concrete placement. Ensure that the requirements contained herein are reflected in any construction plans developed for this site. Terradyne Residential, Inc. C215124 -D 8.3 Slab -on -Grade Construction The Slab Performance Risk at this site is judged to be low. However, it must be understood, that changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Slabs should bear on proof -rolled and re -compacted materials. A proof -roll of the subgrade shall be observed by the geotechnical engineer's representative. They must not bear on gravel or other materials which may allow the migration of water below the slabs. If the on-site soils are not acceptable, it is preferable to bear slabs on non -expansive imported materials. This will minimize the transfer and retention of water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index between l0 and l5 are preferred. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs most be fitted with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls must be constructed with a minimum of 3 inches of float to allow for movement of the slab without damaging my part of the structure. All doors shall be constructed with at least 1 -inch gap at floor level. It is the owner's responsibility W monitor and maintain all floats and gaps as necessary. If additional information on float is needed, please contact Terrsdyne. Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. 8.4 Utilities Utilities that project through slab -on -grade floors shall be designed with either some degree of flexibility or with sleeves in order to prevent damage to these lines should vertical movements occur. 8.5 Contraction, Control and/or Expansion Joints Contraction, control and/or expansion joints shall be designed and placed in various portions of the structure. Properly planned placement ofthesejoints will assist in controlling the degree and location of material cracking that occurs due to soil movements, material shrinkage, thermal affects and other related structural conditions. Terradyne Residential, Inc. C215124 -D 8.6 Lateral Earth Pressure Some retaining walls may be needed at this site. The equivalent fluid density values were evaluated for various backfill materials. These values are presented in Table No. 4. Table No. 4 Backfill Material Equivalent Fluid Density, PCF Active Condition At Rest Condition Passive Condition a. Crushed Limestone 40 60 530 b. Clean Sand 40 60 360 c. Select Fill (PI < 15) 65 85 265 These equivalent fluid densities do not include the effect of seepage pressures, surcharge loads such as construction equipment, vehicular loads or future storage near the walls. If a cantilever retaining wall can tilt forward to generate "active earth pressure' condition, the values under active condition shall be used. For rigid non -yielding walls which are part of the building, the values" at rest cwndition" shall be used. The compactive effort shall be controlled during backfill operations. Over compaction can produce lateral earth pressures in excess of at rest magnitudes. Compaction levels adjacent to below-gradewallsshall be maintained between 95 and 98 percent of standard Proctor (ASTM D698) maximum dry density. The backfill behind the wall shall be drained properly. The simplest drainage system consists of a drain located near the bottom of the wall. The drain collects the water that enters the backfill and this stay be disposed of through outlets along the base of the wall. To ensure that the drains are not clogged by fine particles, they shall be surrounded by a granular filter. In spite of a well - constructed toe drain, substantial water pressure may develop behind the wall if the backfill consists of clays or silts. A more satisfactory drainage system, consisting of a back drain of 12 inches m 24 inches width gravel may be provided behind the wall to facilitate to drainage. The maximum we pressure for wall footings founded a minimum depth of 36 inches into the clay soils shall not exceed 1,200 pounds per square foot. An adhesion value of 320 pounds per square foot should be used to check against sliding for wall footings bearing on clay. 9.0 CONSTRUCTION GUIDELINES 9.1 Construction Monitoring As Geotechnical Engineer of Record for this nrokect, Terradvne, shall be involved in monitoring the foundation installation and earthwork activities. The performance of any Terradyne Residential, Inc. C215124 -D foundation system is not only dependent on the foundation desien, but is stronely influenced by the ouality of construction. Prior to construction, please contact our office so that a Foundation and Earthwork Manhattan Plan can be incorporated into the Protect Ouality Control Proeram. 9.2 Site Preparation In any areas where soil -supported floor slabs or pavement are to be constructed, vegetation and all loose or organic material shall be stripped and removed from the site. Subsequent W stripping operations, the subgrade shall be proofrolled to identify soft zones. Any soft zone detected shall be removed to a firm subgrade soils and replaced with compacted suitable sods W reach subgrade level. Upon the acceptance of proofrolling operations the subgrade shall be scarified W a minimum depth of 8 inches, moisture conditioned and compacted to a 95 percent of maximum dry density as determined by ASTM D 698, between optimum and 4 percentage points above of optimum moisture content The exposed subgrade shall not be allowed to dry out prior to placing structural fill. Select fill material used at this site shall be clayey sand (SC), lean clay with gravel (CL) or clayey gravel (GC) with maximum liquid limit of 35 percent and plasticity index (PI) between 5 and 20. The fill shall be compacted to at least 95 percent of the maximum dry density as determined by ASTM D 698, within t 2 percentage points of optimum moisture content. 9.3 Drainage Groundwater seepage was encountered in our boring during drilling operations. However, minor groundwater seepage may be encountered within the proposed building foundation and grading excavations at the time of construction, especially after periods of heavy precipitation. Small quantities of seepage may be removed by conventional sump and pump methods of dewatering. 9.4 Temporary Drainage Measures Temporary drainage provisions shall be established to minimize water manly into construction areas. If standing water does accumulate, it shall be removed by pumping as soon as possible. Adequate protection against sloughing of soils shall be provided for workers and inspectors entering the excavations. This protection shall meet OSHA and other applicable building codes. 9.5 Groundwater In areas where significant cuts (2 -feet or more) are made W establish final grades for building pads, attention shall be given to possible seasonal water seepage that could occur through natural crocks and fissures in the newly exposed stratigraphy. Subsurface drains may be required W intercept Terradyne Residential, Inc. C215124 -D seasonal groundwater seepage. The need for these, or other dewatering devices, on building pads shall be carefully addressed during construction. Our office could be contacted to visually inspect final pads to evaluate the need for such drains. Groundwater seepage may occur several years after construction if the rainfall rate or drainage changes in the vicinity of the project site. if seepage runoHoccurs towards the building, an engineer shall be contacted to evaluate its' effect and determine whether French drains are required at the location. 9.6 Control Testing and Field Observation Subgrade preparation and select structural fill placement shall be monitored by the project geotechnical engineer or his representative. Asa guideline, at least one in-place density test shall be performed for each 2,500 square feet of compacted surface lift. A minimum of two density tests shall be performed on the subgmde or per fift of compaction. Any areas not meeting the required compaction shall be re -compacted and retested until compliance is met. 9.7 Earthwork and Foundation Acceptance Exposure m the environment my weaken the soils at the foundation bearing level if the excavation remains open for long periods of time. Therefore, it is recommended that all foundation excavations be extended to final grade and the footings constructed as soon as possible to minimize potential damage to bearing soils. The foundation bearing level shall be free of loose and, Funded water or debris said, and shall be inspected and approved by the geotechnical engineer or his representative prior to concreting. Foundation concrete shall not be placed on soils that have been disturbed by rainfall or seepage. If the bearing soils are softened by surface water intrusion during exposure or by desiccation, the unsuitable soils must be removed from the foundation excavation and replaced prior to placement of concrete. Subgrade preparation and fill placement operations shall be monitored by the geotechnical engineer or his representative. As a guideline, at least one in-plaee density test shall be performed for each 2,500 square feet of compacted surface lift. Any areas not meeting the required compaction shall be recompacted and retested until compliance is met. 10.0 DRAINAGE AND MAINTENANCE Final drainage is important for the performance of the proposed structures and pavement. Landscaping, plumbing, and downspout drainage is also important. It is vital that all roof drainage Terradyne Residential, Inc. C215124 -D be transported away from the building so that water does not pond around it, which can result in a soil volume change underneath the building. Plumbing leaks shall be repaired as soon as possible in order to minimize the magnitude of a moisture change under the slab. Large trees and shrubs shall not be planted in the immediate vicinity of the structures. since root systems can cause a substantial reduction in soil volume in the vicinity of the trees during dry periods. Adequate drainage shall be provided to reduce seasonal variations in moisture content of foundation soils. All pavement and sidewalks within 10 -feet of the structures shall be sloped away from the structures b prevent ponding of water around the foundations. Final grades within 10 -feet of the structure shall be adjusted to slope away from structures preferably at a minimum slope of 3 percent. Maintaining positive surface drainage throughout the life of the structure is essential. In areas with pavement or sidewalks adjacent to the new structure, a positive seal must be provided and maintained between the structures and the pavement or sidewalk W minimize seepage of water into the underlying supporting soils. Post-constmctlon movement of pavement and flat -work is not uncommon. Maximum grades pmctical shall be used for paving and flatwork to prevent areas where water can pond. In addition, allowances in final grades shall take into consideration post construction movement of flatwork, particularly if such movement would be critical. Normal maintenance shall include inspection of all joints in paving and sidewalks, M. as well as re -sealing where necessary. There are several factors related to civil and architectural design and/or maintenance that can significantly affect future movements of the foundation and floor slab systems. 1. Where positive surface drainage cannot be achieved by grading the ground surface adjacent w the buildings, a complete system of gutters and downspouts shall carry runoff water a minimum of 10 -feet from the completed structures. 2. Planters located adjacent to the structures shall preferably be self-contained. Sprinkler maim shall be located a nammum of five feet firm the building line. 3. Planter box structures placed adjacent to the building shall be provided with a means W assure concentrations of water do not infiltrate the subsoils stratigraphy. 4. Large trees and shrubs shall not be planted closer W the foundations than a horizontal distance equal to roughly their mature height due to their significant moisture demand upon maturing. 5. Moisture conditions shall be maintained `constant' around the edge of the slabs. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. Terradyne Residential, Inc. C215124 -D Roof drains shall discharge on pavement or be extended away from the structures. Ideally, roof drains shall discharge to storm sewers by closed pipe. Trench backfill for utilities shall be properly placed and compacted, as outlined in this report, and in accordance with the requirements of local City, County and/or State Standards. Since granular bedding backfill is used for most utility lines, the backfilled trench shall be prevented from becoming a conduit and allowing an access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs shall be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. The potential vertical heave values estimated and stated under `Vertical Movements" are based on the provision that positive drainage shall be maintained to divert water away from the building and adjacent pavement If this drainage is not maintained, the wetted front may occur below the assumed fifteen feet depth, and the resulting vertical heave may be 2 W 3 times greater than the stated values shown in this report. Utility leaks may also cause similar high movements to occur. 11.0 SHORING Shoring of excavations and design of shoring systems are governed by federal, state, and local regulations. The design of shoring systems on this project is beyond the scope of our services. The owner or the contractor should retain a shoring design professional to design shoring systems for excavations on this site. 12.0 LIMITATIONS The analysis and recommendations submitted in this report are based upon the data obtained from the one (1) boring drilled at the lot in conjunction with other borings drilled on adjoining lots. This report may not reflect the exact variations of the soil conditions across the site. The nature and extent of variations across the site may not become evident until construction commences. If variations appear evident, it will be necessary to re-evaluate our recommendations after performing on-site observations and tests to establish the engineering significance of any variations. The project geotechnical engineer should review the final plan for the proposed building so that he may determine if changes in the foundation recommendations are required. The project geotechnical engineer declares that the findings, recommendations or professional advice contained herein have been made and this report prepared in accordance with generally accepted professional engineering practice in the fields of geotechnical engineering and engineering geology. No other warranties are implied or expressed. This report is valid until site conditions change due to disturbance (cut and fill grading) or changes to nearby drainage conditions or for 3 years from the date of this report, whichever occurs first. Beyond this expiration date, Terradyne shall not accept any liability associated with the Terradyne Residential, Inc. C215124 -D engineering recommendations in the report, particularly if the site conditions have changed. If this report is desired for use for design purposes beyond this expiration date, we highly recommend drilling additional borings so that we can verify the subsurface conditions and validate the recommendations in this report. This report has been prepared for the exclusive use of Workshop Colorado for the specific application to the proposed Single -Family residence at 3239 Hillside Dr, in Wheat Ridge, Colorado. Terradyne Residential, Inc. C215124 -D s ]Lot 40t ot 51 11 Y,q \ Lmt 4 I Loci a liw711 E Proposed Residence at Lo[ 6 3239 Hillside Dr, Wheal Ridge, CO o heat U t%g rolect Proposed Residence is Location: L0`3: t 3 al Hilltop Estates T aC Protect Number: 0215077 Log of Boring B-1 Sheet 7 of 7 Datelel a"1119,2021 Dnllee urine Solid Stem Auger MMnaE Qeul Rope 25 teat b9a 1 BoreMk Drul Xla Simco Twe 4prmimane Sutlme Elemtlm Groundwater Levo 13feet and Date Meawmd Sample callhomia MMnaGS) eorohele Yn, with native soil Reohtlll Lo mon Ses Minna 1 9 8 20 S m Lj MATESIALDEWRIPTION 0 q 3 & 3 Q d° yE ftIllsInR °d J A° j REMPRKS PND OTHER TESTS 25— no - m u to sly < Sandy Clay. Vary SM. Moist. Greyish Ston, CL 16 21 58 1 942 47 o e swell 02% Swell 02% Swell 01 % Clayeal Hard, Moist Grayish B Sodom of Boring Figure 2 o heatR U t%g roject: proposed Residence P' ac[Location: Lot4 at Hilltop Estates Terradyne Protect Number: C215120 Log of Boring B-2 Sheet 1 of 1 Date(el duns 14, 2021 Dulled crime Solid Stem Auger MMaad T1 Beal="0test bgs oreMk run HI9 Simco Twe Powenmae Sutlme Eleuatlm Groundwater I-eval 1os loot and Date sheave saaglm canromla Mercer) eorohele Yeas native soil Deoktlll Local Saw I'll 1 9 8 20 S m rj MATEPIAL DESCRIPTION q 3 & 3 Q d° yE ftISR a J � Wt j REMPRKSPND OTHER TESTS no tg tz za any s Sandy Clay. SIR to Very Slitl. Mout, Gotten Brown, CL 21 29 M 7 W4 A2 24 18 Swell 04% Swell 01 % Swe1101 % Claremore, Here, Moist Grayish Brown Borba of Boring Figure 3 o heatR U t%g roject: proposed Residence ec[Location: Lots at Hilltop Estates kdyne Protect Number: C215120 Log of Boring B-3 Sheet 1 of 1 Date(el Jane 10, 2021 more crime Solid Stem Auger MMM1ae To1 Bul Deah 25 Nat bgs oreMk Drul nig Simco Twe Powonmae Sell Semtlm Groundwater Level 10 feet Date assured someone Casheland Mercer) eorohela Yeas native soil Daohtlll Limon Saw I'll 1 9 8 20 S m Lj MATEPIAL DESCFIPTION 0 q 3 & 3 Q d° yE ftISR a J � Wt j REMARKSPND OTHER TESTS 25— no - zare. m za a s Sandy Clay. Very SMI. Moist. Grayish green, CL Z3 V 76 4 ass 48 24 24 Swell 12 % Swell 09% Swell 15 % Sandy Claystone, Had. Most, GrayisM1 grown Begun of Being Figure 4 o near U t%g roject: proposed Residence ec[Location: Loth at Hilltop Estates kdyne Protect Number: C215120 Log of Boring B-4 Sheet 1 of 1 Date(el dune 15, 2021 more Drumm Solid Stem Auger MMM1ae To1 Bul Deah 25 Nat bYs oreMk Drul nla Simco Twe Powenmue 9utlme Boesch Groundwater Level 11 feet and Date assured Someone cashimia Methods) Borehole Yeas native soil Deohtlll Limon Saw I'll 1 t E 9 8 20 S m Lj MATEPIAL DESCFIPTION 0 q 3 & 3 Q d° yE ftISIsR a J � Wt j REMARKSPND OTHER TESTS 25— no - z515, N m ce s Sandy Clay. Very SMI. Moist. Grayish green, CL 16 575 948 a K V Swell 18 % Swell 09% Swell 15 % Sandy Claystone, Had. Moet Grayish 9rwm Begun of Boring Figure 5 o near U t%g roject: proposed Residence P' ac[Location: Lott at Hilltop Estates Terradyne Protect Number: C215120 Log of Boring B-5 Sheet 1 of 1 Date(el Jun. 15, 2021 more Dram Solid Stem Auger MMaae To1 Bul Deph 25 Nat bYs oreMk Drul nig Simco Twe Powenmue Sell Boesch Groundwater Wval and Date assured NO Someone Methods) C'alibmis Borehole Yea, with native soil Deohtlll Limon Sss I'll 1 t E 9 8 20 S m Lj MATEPIAL DESCFIPTION 0 q 3 & 3 Q d° yE ftISIsR a J � Wt j REMARKSPND OTHER TESTS no - m n a s Sandy Clay. Very SMI. Moja. Grayish green, CL 12 18 21 715 M H 17 Swell 17 % Swell o a% Swell t 5 % Sandy Claystone, Had. Moet, Grayish green Begun of Boring Figure 6 o neat U t%g roject: proposed Residence ec[ Location: L0" at Hilltop Estates kdyne Protect Number: C215120 Log of Boring B-6 Sheet 1 of 1 Date(el Jun. 15, 2021 more Dram Solid Stem Auger MMaae To1 Bul Depen 25 teat bYs oreMk Dull nig Simco Twe Powenmue Sell Boesch Groundwater Wval and Date assured NO Someone Methods) C'alibmia eorohele Yax, with native soil Deohtlll Limon Sas I'll 1 t E 9 8 20 S m Lj MATEPIAL DESCFIPTION 0 q 3 & 3 Q d° yE ftISIsR a J � Wt j REMARKSPND OTHER TESTS no - z to a a are. s Sandy Clay. Very SMI. Moja. Grayish grown, CL 18 18 21 904 M K 18 Swell 22% Swell 15% Swell 08% Sandy Claystone, Had. Moet, Grayish grown Begun of Boring Figure 7 o heatR U Pt%g roject: proposed Residence Log of Boring B-7 P' ad Location: Lot 9 at Hilltop Estates Sheet 1 of 1 Terradyne Protect Number: C2157TA Datelel dams 16, 2021 move Drlara Solid Stem Auger Mnaae T1 Beal Delco 25 Nut has oreMk Drul nla Simco Twe Powonmue Sul Elemtlm Groundwater Wval and Date Meawree NO eamplm MnhaGe) C'alibmiu eoroh la Yux, with native soil Deoktlll Limon Sus Figure 1 d° 9 & yE t E 8 20 S m Lj MATEPIAL DESCRIPTION 0 q 3 3 Q ftISIsR °d J 8 Wt j REMPRKSPND OTHER TESTS Sandy Clay. Very SMI. Moist. Grayish n green, CL in u Swell 10% a Swell 17 % Sandy Claystone, Had. Moet, Grayish arwm ll 16 K2 4a is N Swell 07% 516. s Began of Boring 21 no— Figure 8 o Vd heat R U 041 0 rojerl proposed Residents Key to Log of Boring Been Pse (dject Location: LM 9 et Hilltop Estetes Sheet 1 of 1 'rR 8 i S tj MATERIAL DESCRIPTION be 00 3 & f 3 so Q a m R `d J a se j REMARKS AND OTHER TESTS 1 2 3F 6 5 Loj Lj L8J L9J tj bj COLUMN DESCRIPTONS eDepth (Half: Depth In feel bebw the grouts sulfate. d,9 PasNrg Me Sieve, %t The percent ones (soli annual the No. R Sample Type: Type of soil sample loaned W the cash lmerval 200 Slevef in me sample. shown. ILL, vs. Lpuid limit, depressed As a water content ON=blaxxM(SPT)T=inchwVI00 all (THD): N. Number of blows IPL, %: Plashc Limit, expressed as a water content. to advance SPT samplur 12 inches or distance shi OR T: PI,%: Plastody Index, addressed As a water manage. Penetration in inch" of THD Cone for 1 W blows UQ, ksl: Unconfined compression strength. QPP(tuff The RMative Cereal of the soil, measured by Pocket REMARKS AND OTHER TESTS: Comments and observations Penetrometer in marshrmay pact regarding all m sampling made by antler or field personnel. QS Gra[Nk Log: Graphic dmclbn of the subwdace malenal encountered. © MATERIAL DESCRIPTION: Deecdptian W materiel encountered. May Include consistency, malsNre, color, and other descriptive text. QT Water Carlanlex. Water leant of the sail sample, expressed as percentage of dry weight of signal QB Cry Unit Welght,pol: Dry well par unft volume of soil sampAe movement In Laboratory, in pounds per cubic foul. FIELD AND LABORATORY TEST ABBREVIATIONS SPT: Standard Peneratim Teat PL: Piano Use, percent THD: Texas Cee. of Transportation Card, Penetmmeler Test PI: Reaticily Index, garden - LL Usual limit, percent PP: Pocket ganshomnt UG Depres e d compressive strength test, Ou, in kaf ` TYPICAL MATERIAL GRAPHIC SYMBOLS ® Lean CLAY, CLAY vi SANDY CLAY (CL) ® Clay ear e TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS Arvi unlined splp Shelley Tube Q = M1ln-walled, Water bad (at land of Coning. AllGrab Sample Mercer (SPT) fixed head) Rock Core ATHD Cone 1 Water Nuel (afterIn normal Minor cnanlgln memdal prtgeewwithin a 7 straturs - InkneNga]albrel owead[eMreee Amis g g 3M -e- WciN aomaol between ease GENERAL -NOTES t 1: SOII Nsaltration, are beaN on the Unwed Sod Olrenslade tria . parameters and grWm ling$ are integral and Mual lfMbec drainage" ,y to wall Few deecnpfio no m at a ale been medifiea to event were Blab tells y 2'. Desmyfims on these logs sparsely at the passage gone locations and anthetins Ne Comae welcomarm]. Trey us mnwamnnedgEa representation H of subsurface regarding of other lorallone or times. If yb 3 ce...r.e D A 04 Digitally signed by David Seth O Seth Donnell L Donnell Date: 2021.10.01 09:08:19 -06'00' to 0 Q4¢ ° o T0�t O 0 d w j O¢F� n a3o 0 N a dµ�y1 Y 0.al n W 0 v A 3 ctj 04 DRAWING INDEX PROJECT DIRECTORY BUILDING CODE SUMMARY GENERAL CONDITIONS to o ARCHITECT: JURISDICTION: CITY OF WHEAT RIDGE PROJECT AREA/ZONING LAND USE INFORMATION: GROSS SF CONSTRUCTION DOCUMENT APPROVAL ARCHITECTURALS WORK SHOP COLORADO Q4 o A.o COVERPAGE 4373 JASON STREET APPLICABLE CODES: APPROVAL APPLIES TO ALL SHEETS LISTED IN THE ° A.1 GENERAL NOTES A.2 BUILDING NOTES DENVER, CO 80211 DRAWINGINDEX ,Yi ° A.3 BUILDING NOTES TELEPHONE: (720) 746-9240 •2018 International Building Code TOTAL NEW PRIMARY STRUCTURE Id AA SITE AS BASEMEN PUN EMAIL: SETHD@WORKSHOP- • 2018 International Residential Code BUILDING FORM ON ZONE ZONING LAND USE 5,249.0 SF USE OF THESE PLANS AND DOCUMENTS FOR Q A.s FIRST FLOOR PLAN • 2018 International Energy Conservation Code LOT HABITABLE STORY 3 COLORADO.COM PRESCRIPTIVE UA TRADE OFF METHOD MATERIALS ORDERING AND CONSTRUCTION REQUIRE A.7 SECOND FLOOR PLAN AS ROOF PLAN • 2018 International Fire Code APPROVAL BY OWNER As ELEVATIONS ENGINEER: • 2018 International Fuel Gas Code BASEMENT: ONE -FAMILY DWELLING 1863.8 SF A.Io ELEVATIONS A.U. SECTIONS YSIDORO GUTIERREZ, P.E. • 2018 International Mechanical Code FIRST FLOOR: ONE -FAMILY DWELLING 1854.4SF Construction work shall not proceed until the Owner has given P 5 A.12 WALL SECTIONS ANCHOR ENGINEERING • 2018 International Plumbing Code SECOND FLOOR: ONE -FAMILY DWELLING 1530.8 SF their approval to these construction documents. The Q A.13 WALL SECTIONS A.14 DETAILS STRUCTURAL ENGINEERS • 2020 NEC Contractor shall be responsible for confirming that the Owner P g D A.15 WINDOW SCHEDULE b PROFILE 253517TH ST. • Wheat Ridge Local Code Amendments has approved these construction documents and for advising Q µF"j ¢ z w N A.IE DOOR SCHEDULE b PROFILE DENVER, CO 80211 the Designer of any requested revisions by the Owner. The O ¢ %0 Contractor shall be solely responsible for any work performed 0 Lo Q without the Owner's approval of these construction V w z U documents. Approval by these parties shall be interpreted as o. 3 OOWNER: a acceptance of the construction documents for content, scope LS = LS W� PRESTON b ATTACHED GARAGE of work, and all dimensions and special requirements by Nan Z LINDSEY SILVEY FIRST FLOOR 3 VEHICLE PARKING SPOTSM either party as being necessary to their operations, use of ro n w p v R space for furnishings / equipment installation, finished BUILDING DESCRIPTION appearance and any agreements between the Owner. 3 1 OCCUPANCY A. GROUP R B. USE ONE -FAMILY DWELLING 2 ZONE DISTRICT R-1 Construction and/or initiation of construction authorized by the PROJECT SCOPE: 3 SEISMIC ZONE B Owner from these construction documents, shall be W 4 EXISTING NUMBER OF STORIES 0 interpreted by the Designer as approval in full of these NEW CONSTRUCTION ONE -FAMILY 5 NEW NUMBER OF STORIES ABOVE GROUND 2 construction documents by both the Owner. z DWELLING WITH NEW ATTACHED Z O y GARAGE ON RESIDENTIAL LOT WITH APPROVED: Authorized Signature Only y W 5,249.OGROSS SQUARE FEET U WW A OWNER: % z DATE: N N oPsoo po f'1's ABBREVIATIONS NORTH ARROW KEYLESS LIGHT4oEs11 M POUNDISI or NUMBER DIV DIVISION HWH HOT WATER HEATER PROJ PROJECT USGS U.S. GEOLOGICAL SURVEY .q PENDANT LIGHT b AND DN DOWN HWY HIGHWAY PSF POUNDS PER SQUARE FOOT V VOLT ......•�j ac E GRIDLINE X REFERENCE < ANGLE DS DOWNSPOUT IBC INTERNATIONAL BUILDING CODE or INSTALLED BY CONTRACTOR PSI POUNDS PER SQUARE INCH VAR VARY or VARIES AT DTL DETAIL PVC POLYVINYL CHLORIDE VB VAPOR BARRIER C CHANDELIER ADD ADDENDUM DWG DRAWING IN INCH(ES) CITY QUANTITY VENT VENTILATION EXTERIOR BUILDING ADJ ADJACENTor ADJUSTABLE EXIST EXISTING INFO INFORMATION RAD RADIUS VER VERIFY N ELEVATION CEILING FAN AFF ABOVE FINISHED FLOOR E EAST INSUL INSULATION or INSULATED RD ROOF DRAIN or ROAD VERT VERTICAL a 0 REFERENCE AGO AGGREGATE EA EACH INT INTERIOR RE: REFER TO or REFERENCE WE VERIFY IN FIELD A co O TELEVISION AHU AIR HANDLING UNIT EB EXPANSION BOLT INTMED INTERMEDIATE REF REFRIGERATOR or REFRIGERATED VOL VOLUME O 0 INTERIOR BUILDING HOOKUP LOCATION ALT ALTERNATE ED EXHAUST DUCT INV INVERT REINF REINFORCED VTR VENT THROUGH ROOF EJ EXPANSION JOINT LH LEFT HAND nW x e x ELEVATION ALUM ALUMINUM READ REQUIRED W WESTor WIDE REFERENCE O EXHAUSTFAN ANDD ANODIZED EL ELEVATION MAX MAXIMUM REV REVISE, REVISED or REVISIONIST W/ WITH ~ W APPROX APPROXIMATE ELEC ELECTRICAL MB MOISTURE BARRIER RFG ROOFING W/O WITHOUT BUILDING/WALL T O THERMOSTAT ARCH ARCHITECTURAL SPIER EER EMERGENCY MECH MECHANICAL REFLECTED W/R WATER RESISTANT A SECTION AUTO AUTOMATIC ENGR ENGINEER MED MEDIUM RH RIGHT HAND WT WEIGHT ISI REFERENCE O LINEAR SURFACE AVE AVENUE EOS EDGE OF SLAB MEMB MEMBRANE YARD If,Iyy IF^YY MOUNT LIGHT RO ROUGH OPENINGYD AVG AVERAGE EQ EQUAL MEP MECHANICAL, ELECTRICAL and ROW RIGHT OFEVOLUT WAYONS DETAIL REFERENCE POWER SWITCH B.O. BOTTOM OF EQUIP EQUIPMENT PLUMBING RPM REVOLUTIONS PER MINUTE F A�� # B.O.F. BOTTOM OF FOOTER MFR MANUFACTURER EXT EXTERIOR RVS REVERSE (SIDE) DOUBLE WALL BD BOARD F FARENHETT MH MIN MANHOLE�y MINIMUM S SOUTH or SEALED ril L ' 1 OUTLET BIT BITUMINOUS FBO FURNISHED BYOTHERISI I^ WINDOW TYPE BLDG BUILDING MISC MISCELLANEOUS SC SOLID CORE DOUBLE GFCI WALL BLXG BLOCKING FF FINISHED FLOORFIXT MM MILLIMETERS SCHED SCHEDULE OUTLET BSG BASEME G FIXTURE MO MASONRY OPENING SF SOUARE XX CEILING HEIGHT FIN FINISH(ED) SHTG SHEATHING BSMT BASEMENT MTD METAL D) O REFERENCE ® EARTH FOC FACE OF CONCRETE MTL METAL SIM SIMILAR CAH CABINET FOP FACE OF FINISH SOFF SOFFIT N NORTH XX VERTICAL ELEVATION CCD CONSTRUCTION CHANGE DIRECTIVE FOM FACE OF MASONRY SPECS SPECIFICATION(S) Y CONCRETE CDOT COLORADO DEPARTMENT OF FOS FACE OF STUD NO NUMBER SPRR SPEAKER REFERENCE TRANSPORTATION FR FIRE RESISTIVE or FIRE RATED NOM NOMINAL SQ SQUARE CONCRETE MASONRY C.L. CENTERLINE F7 FOOT (FEET) NRC NOISE REDUCTION COEFFICIENT SS STAINLESS STEEL or SOLID VERTICAL MECHANICAL UNIT CIP CAST IN PLACE NTS NOT TO SCALE SURFACE M HEI CHASE/DOUBLE HEIGHHTT FTG FOOTING Z SPACE FERROUS METAL CIRC CIRCUMFERENCE GA GAUGE OC OF ON CENTER OUTSIDE FACE STOR STORAGE 3 d U O CJ CONTROL JOINT STRUCT STRUCTURE or STRUCTURAL GALV GALVANIZED OH OPPOSITE HAND SUSP SUSPEND(ED) SUSPEND 0 A Z Z. 100-A DOOR DESIGNATION CLR CLEAR GC GENERAL CONTRACTOR OPNG OPENING O PLYWOOD SYM SYMMETRICAL REFERENCE CM CENTIMETERS GWB GYPSUM WALLBOARD OPP OPPOSITEN TbG TONGUE AND GROOVE LIVING INSULATION CMU CO CONCRETE MASONRY UNIT CHANGE ORDER or CLEANOUT GYP GYPSUM OTO OUTSIDE -TO -OUTSIDE TBC TOP OF BACK OF CURB W a .i . M D 101 ROOM DESIGNATION(LOOSE OR BATT) GYP. BD. GYPSUM BOARD P/L PROPERTY LINE TEMP TEMPORARY or TEMPERATURE 6 to FLOORING T PE CEILING REFERENCE CONC CONCRETE HB HOSE BIB PAR PARALLEL TO TOP OF Z HEIGHT INSULATION (RIGID) CONT CONTINUOUS HDR HEADER PBO PROVIDED BY OTHERS TOC TOP OF CONCRETE F RECESSED LIGHT W/ CONTR CONTRACTOR HDWR HARDWARE PC PRECAST TOS TOP OF STEEL Z z ADJUSTABLE GIMBAL RING ® BRICK DBL DOUBLE DEG DEGREE HM HOLLOW METAL PERF PERFORATED TOW TUBEOP WALL NORM HORIZONTAL PERIM PERIMETER IS S TUBE STEEL I I I I I DEMO DEMOLISH or DEMOLITION \ \ \ \ \ '� c� WALL S SCONCE DEPT DEPARTMENT HT HEIGHT PLYWD PLYWOOD TV TELEVISION I I I I Y GYPSUM BOARD PNL PANEL TYP TYPICAL I I I I I DIA DIAMETER HTR HEATER \ HVAC HEATING, VENTILATION and AIR PREFAB PREFABRICATED UNO UNLESS NOTED OTHERWISE RECESSED CAN GLASS DUG DIM DIAGONAL DIMENSION CONDITIONING PREFIN PREFINISHED UOS UNLESS OTHERWISE SPECIFIED DISP DISPENSER HW HOT WATER PRIM PRIMARY GENERAL NOTES o W near R� U m @" A.1 04 0 m Friday, October I, 2021 p til o For Wheat Ridge Building Department rt Subject: 3239 HILLSIDE DR O O 1. Roofing to be fire resistant type meeting countyrequirements R312.1 Guards. Guard shall be provided in accordance with Sessions R312.1.1 through R312.1.4 I. As -built setback verification form required on it proposed structure is within 1'-0" (305 mm) lone foot) of zone district setback. Surveyor must u IY. H 2. Seismic zone B verify when forms are in place, before concrete la poured, in accordance with Sec. 133.3. O 3. These plans are compliant with the 20181RC Q Z 4. All wood in contact with concrete to be pressure heated R312.1.1 Where required. Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and II. Provide a 6 foot high construction fence around the construction site (plastic is not allowed). 3 Z5. Install Carbon Monoxide detectors within IS feet of all bedrooms landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 6. Install smoke detectors in all bedrooms and hallways on each level, per code p Y inches (914 mm) horizontally to the edge of lie open side. Insect screening shall not be considered as a guard. ,� III. A protected excavation Per direction of licensed soils engineer. A P.E. soils report shall be on site at time of excavation. 7. All trusses to have Simpson hurricane ties or equivalent M 8. Deck posts to have Simpson post/pad connectors at footings and Simpson connectors at beams 11312.1.2 Height. IV. Separate permit required for partial or total demolition of any building to clear the site per IBC 3303, section 3303 83307.1. 9. Install water resistant drywall in allwet areas(baths/shower/by sinks) per code a 6 Required guards at open -sided walking surfaces, including stair, porches, balconies or landings, shall be not less than 36 inches 0 m 10. Wall insulation RE:ENERGY REPORT a O (914 min) in height as measured vertically above the adjacent walking surface or the line connecting the casings. V. Excavation and/or shoring: no excavation for seven (7) days after the shoring has been installed at which time a letter of observation will be resented Y 9 P Z 11. Attic insulation RE: ENERGY REPORT Exceptions: r. to the construction inspector. P Q 'I O 12. All exterior structural wood and engineered wood products to be pressure treated or equivalent 1. Guards on the open sides of stairs shall have a height of not less than 34 inches (864 mm) measured vertically from a line Excavation and/or shoring: when not located within one foot of property line. As-buil[ setback inspection us required before the foundation is W C Z {Wil N connecting the closings. Pourea 0 ¢ F W 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 Q ,' N O 1. Glazing in fixed and sliding panels of shrill door assemblies and panels hisliding and bsold J closet door assemblies. inches (864 mm) and not more than 38 inches (965 mm) as measured vertically from a line connecting the nosings. VILss Excavation and/or shoring: when located within one foot of property line. As -built setback verification inspection by surveyor is; required before V W ,7., U the foundation is poured. Q 2. Glazingin storm doors. 0 Iz Q Q d 3. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, and showers. Glazing in Crawls wells. ( 1 PVIII. Foundation excavation per direction of licensed soils engineer.S[ramped engineer's report be on site at of foundation inspection. Protect 2 Q .7 M any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is As an Iter alive t.11 m As an alternative to insulating Floor over crawl spaces, crawl ace walls shall insulated provided that the crawls not vented to the outdoor. Crawl Room ve space pr pace is Uhallfastenedshaltthe excavation per direction of licensed soils engineer. P.E's report shall be on site at time of excavation. L5 M ,7. y 0.l less than 60' G apace wally permanently downward from theflograde ly orw wall and earth Z n W d' M measured vertically above any scantling or walking surface, lessman earth in Class I horizontally for not 24inches(61e coveredwelevatitandthenuouverts Class1 space foundations shall be covered ai foundations naccor than (the vapor edges Use O I%. Caisson and drilled pier installation -submit one copy of the P.E. report to the building inspector. Q Q4. Q panel other than locations inanis5 and bo f i with6 venae y 6In he min) and be sealed or taped. The edges of the vapor ' vaporretarderanceh this code. Joints o retarder vapor with (153 a nu recalls < 3 6aidual described e, that ee described Nitems5and6above, that meets all the following conditions: candidathose e: halle extend not inches and shall be the witch ¢ retarder shall extend not less man 6inches 1153 mrW up the stem walls and shalt be attached to the stem walls. )upth mai Z X. Retaining walls with more than 48' of unbalanced backfill, and walls resisting additional lateral loads with more than 24' of unbalanced backfill, shall Z4.1. Exposed area of an individual pane is greater than 9 square feet O Has to be in compliance with R408.3 O be designed by an engineer. 11404.4 nt 4.2. Bottom edge is less than 18' above the floor. "' XI. Perimeter drainage shall comply with the detailed requirements of Sections R401.4 & R405.1, and the soils report for the project. Submit original 'n 7' W 4.3 Top edge greater than 36' above the floor O Ventilation Systems com 1 with International Residential Code, section R303.4: Silt P Y 9 stamped P.E. inspection report for installation of perimeter drain in accordance with soils report. if draining to daylight, work can be included on IR it 4.4 One or more walking surfaces within 36" horizontally of the glazing Z m0 construction permit; if connected to sump pump, include work on #iv a S. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the O 11303.4 Mechanical ventilation. 3 W %11. grade shall slope away from the structure 6n for the first 10' (5%) or males or drains shall be provided to prevent drainage onto adjacent ~ in 0 bottom edge of azinglyto is lesg than the ruling surface and within 60' horizonUlly of the unit is change per ere tested with ablowen Eoor at a In It of ilt of a d2, Pal 5. S Wherdancee the r ith properties. 11401.3 ernes. R W W N W water's. This shall applyto single glazing and all panes in multiple glazing. all rap e g and all unit Section N1102.rate provided wholess e -house once S ctiw.c the d d i accordance M150 C accordance with Section N1102.4.1.2, the dwelling unit shallbe providetl with whole -house mechanical ventilation in accordance with Section M1505.4. U Z V W in an6raboveamps horizontallynt of X111. Patio and porch concrete slabs shall slope away from the structure a min. of 3-2%. R401Z exc. aiQ Q o thestaglayslaess thnding exposed surfacecent walking the exposed surface of the glass is less than 60' above the plane of the adjacent walking surface. t the plan" surface. Panasonic Panasonic whisper fan aeries or equivalent to be placed in either laundry room or guest bathroom F4 z' XIV. Ramps shall have a maximum slope of 1 unit vertical in 12 units horizontal (8.3 Percent slope) per R311.8.1. Exception: due to site constraints, ramps 7. Glazing adjacent to stairways within 60' of the bottom tread of the stairway in any direction when may have a maximum slope of I unit vertical in 8 horizontal (12.5 percent slope). Ramps shall comply with handrail and landing requirements Per .a the exposed surface of the glass is less than 60' above the nose of the tread. L All mechanical work shall comply with requirements of the 2018 IMC. 11311.8.3 and 1131.8.2 IL Provide natural or mechanical ventilation to bathrooms and water closet compartments in accordance with R303.3 and MiS05.I. %1r.A6-mil approved vapor retarder with joints lapped min 6" shall be placed between the concrete floor slab and the base course, or over the prepared L/C subgrade. Not required at garages, carports, utility and unheated structures, and flatwork. R506.2.3 Pp00 O: yEix no f'1'�p ryryf �p IIL Water heater location shall comply with section M2005. p�,.¢9 Stairway Illumded Rerior M. Concrete masonry foundation walls shall extend above the finishedgrade adjacent to the foundation at all points aminimum o 405311 witon.h staiIntrways heads. The Interior stairways hall be provided artificial lightsource to W. hoods rated asoumeof am per section M1503.4 Exhaust shall comply with section M1503.6. CPM sbange masonand where ed4inches and aminimum of 6inches elsewhere; provide an 8"dearance[ountreated wood sheathing or sitting (redwood, cedar be illuminating of less thangsand light source shallbe capable of illuminating treads andshallblandings to levels of not less than 1 foot-candle (11 lux) oevels of lledov00 ion M19up Microwave ovens installed over kitchen ranges shall complywith section M1901. Microwhertave shall comply 317.1. okay) per 11404.1.6 and 11317.1.2. per as measured attire center of treads and landings. There shall beams)) switch at each floor level to control the gRCHITEGj light source where the stairway has six or more risers. V. Clothes dryer exhaust duct power -ventilators shall conform to U1705, shall be listed and labeled, and shall be installed per MFRa instmcdoms,which MI. Provide a block-out in the foundation for inspection of the grounded electrode wire connection to the rebar. If the connection to rebar is Exception: A switch is not required where remote, central or automatic control of lighting is provided. instructions shall be provided to the inspector at close -in. Mi502.4.4 included in the P.E:s foundation report, the grounding wire can be attached to rebar stubbed out of the foundation per NEC section 250.52. W. M1502.4.6 Length identification. %VIIL Anchor bolts shall comply with section R403.1.6. One Vz" (13 mml bolt embedded at least 7" (178 mm) into concrete or masonry to be installed y f R303.8 Exterior Stairway Illumination. Where the exhaust duct equivalent length exceeds 35 fee (10668 min, the equivalent length of the exhaust duct shall be identified on a permanent label or every 6'-0"(3829 mm)& a minimum of two bolts per plate section with one bolt located not more than 12"(305 mm) or less than seven bolt diameters Exterior stairways shall be provided with an artificial light source located at the top banding of the tag. The label or tag shall be located within 6 fee (1829 mm) of fire exhaust duct connection. from each end of the plate section. Anchor bolts shall be located in the middle third of the width of the plate. stairway. Exterior stairways providing access to abasement from the outdoor grade level shall be N provided with an artificial light source located at the bottom landing of the stairway. WI. Installation &location of warm air furnace shall complywith IRC, sections M1305.1.2, b section G2406. Furnaces maybe installed in attic space Per section �✓ O R 311.7 Width Stairways be less 36 inches in fire M1305.1.3 and in crawlspace per Mi30SAA. W co shall not than (914 mm) clear width at all points above Will. M1502.4.5 Duct length. permitted handrail height and below the required headroom height The clear width of stairways at and below the handrail height, including treads and landings, shall be not less than 311/2 inches (787 mind where The maximum allowable exhaust duct length shall be determined by one of the methods specified in Sections M1502.4.5.1 through M1502.4.5.3. I. The electrical work shall comply with the requirements of the 2020 NEC and IRC Chapters 36-41. O a handrail is installed on one side and 27inches (698 mm) where handrails are installed on both sides. Exception: The width of spiral stairways shall be in accordance with Section 11311.710.1v M.Snap-lock and button -lock duct seams are required to be sealed, and tapes and mastics for metal ducts must be listed to conform to UU81 and M16014 IL Not less than 90 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. N1104.1 Systems in mechanical rooms) to comply with International Residential Code, section N1103- III. Recessed light fixtures in the thermal building envelope shall comply with NU02.4.5. Recessed light fixture openings m a fire -separation Hl R 311.7.2 Headroom. Me headroom in stairways shall be not less than 6 fee[ 8 inches (2032 min) measured assembly shall be installed such that the fire -rating will not be reduced. W NI102.4.4 (R402.4.4) rooms containing fuel burning appliances: U vertically from the sloped line adjoining the tread nosing or from the floor surface of the lending or N. Provide arc -fault circuit -interrupter (AFCD protection in accordance with all requirements of IRC E3902, and NEC, Section 210.12. a platform on that porton of the stairway. Exceptions: In Climate Zones 3 through B, when open combustion air ducts provide combustion air to open combustion fuel -burning appliances, the appliances and trcF U w combustion air opening shall be located outside the building thermal envelope or enclosed in that isolated from inside the thermal envelope. Such rooms ,� V. GFCIS are required at laundry areas, within 6 feet of bathtubs and showers, and at dishwasher receptacles. E3901.8 1. Where the nosings of treads at the side flight extend under the edge of a floor openinglated shall sealed and in accordance with the envelope requirements Table where the walls, soon and ceilings shall meet of the m H H the stair passes, the floor opening shall not project horizontally into the required e i through more headroom more than 43/4 inches (121 mm). ominimum basement wall lue requi shall be fully sk d any water any water Rvalue and ducts tnthe room insulated in accordance with Section Thensuldoor ted R Irlsupply Provide at leastone E3u0et for each vehicle space knagarage. The outlets shall be served byaseparate hooch circuit that does not supply outlets not in the E3901.9 the I1y IH heroom consiedantl combustion duct shall -value of tactless final NIcept The combustion air duct shallbe insulated where it passes through condftionetl space to an garage. garage. fly a2. The headroom for spiral stairways shall be in accordance with Section 11311.7.10.1. Exceptions: F 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. VII. Automatic garage door openers, If provided, shall be listed in accordance with UL 235 per 11309.4. R 311.7.5 Stair treads and risers. Stair treads and risers shall meet the requirements of this section. For the 2. Fireplaces and stoves complying with Sections N1102.4.2 and 113006. M l `_ ) purposes of this section, dimensions and dimensioned surfaces shall be exclusive of carpets, rugs on N rumen Table N1102.1.2.(R402.1.4) 11 -factor minimums for: Denver climate zone 5 W Fenestration = .30 Ceiling =.026 Frame wall=.06 Floor=.033 Basementwall=.05 M w0 R 311.7.5.1 Riser. The riser height shall be not more than 73/4 inches (196 mind. The riser shall be Fire Blocking and Draft Stopping shall be installed in concealed spaces measured vertically between leading edges of the adjacent treads. The greatest riser height within any Per R302.11 & Rl flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 nal Risen shall be vertical or I. Erect and maintain temporary fencing surrounding the area beneath the tree in order to Bathroom lighting shall comply with code section 11303.3 and bathroom sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees(0.51 mitigate fire chance of impactinjuries to the tree during demolition or construction; Zventilation shall comply with code section R303.4. rad) from the vertical. At open risers, openings located more than 30 inches (762 mm), as measured Minimum Ceiling height shall be 7' or accordance with section vertically, to the floor or grade below shall not permit the passage of a 4-inch-diameter(102 mm) sphere. w Exceptions: V ILRefraintramoperating storing beneath the .1. Bathroom shall have proper clearances and spacing per code is not limited on spiral stairways, S. The opening between adjacent stair ginstmctton activities that ausetheundmaterials p canopy tree or engaging in other activities that would cause the undue compaction of the soil sectio Rfixtures section 1130] & glazing rays ce 2. The riser height of spiral stairways shall be In accordance with Section 11311.7.10.1. tof ree's a i uithe tree'ssroot zone; and . SafetyGazing: glazing adjacent to door per 11308.4.2, gluing in 9 1 P 9 ra R30 windows per 11308.4.3, glazing at wet surfaces per 11308.4.5 and n R331J.5.2 Treads. The treatl tlepth shall be noUess than l0 inches (254 mm). The lreatl tlepth shallbe n BI. Retrain from any excavation beneath the canopy of the free that would muse undue destruction of the tree's roots. glazing adjacent to the bottom of the stairs per R308.4.7. measured horizontally between fire vertical planes of fire foremost projection of adjacent heads and at a s' Smoke Alarms shall comply with R314. right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not Carbon Monoxide Alarms shall comply with Rl exceed the smallest by more than 3/8 inch (9.5 ra 1. Hot water pipe insulation shall comply with code section N1103.4.2. Domestic cooking exhaust equipment shall comply with code section R311.7.6 Landings For Stairways. There shall be a floor or landing at the top and bottom of each stairway. y M1503.1. The widthperpendicularo the direction of travel shall be not less than the width of the flight served. For ss.. L All habitable rooms and aces shall have natural light and ventilation complying th the requirements of R303.1. Natural lighting F ftp 9 P Y e 9 9 9 Decorative gas fireplace shall comply with code sections 2432.1 - of total shall be lan9 the waR line and less shall I (7 shall beon into .8%ofthe the floor erxcepti eu of this, artificial lighting and mechanical anted 2.3 or Please provide theons apptime z circle ior taraius equltthera[ width. thaings not n that Where not itharadf equaltohe required lendingwidth.the stairway ssthantra,the ntsfloor ventilation requirements shall be noted on the planthcompliance with R303.L Exceptions182. shall on the plains iacew the inspector installation instructions at time of inspection. the insetorthe-2434.2dn instrucng tiof inspion.ection. 3 U travel mi has a straight run, the depth in direction of hovel shall be not less than inches (914 mm). a depth icthedi Showers shall comply with PROS Q Exception: Afloor or landing is notrequired attire top of an interior flight of stairs, including stain in any f IL Reductions and inet ter close compartments shall have at least 3SF of natural light and 1.55F of natural ventilation, or artificial light Shower control valves shall comply with P2708.4 F enclosed garage, provided that a door does not swing over the stain. W and mechanical ventilation at min. 50 CFM for intermittent or 20 CFM continuous.11303.3 provide natural or mechanical ventilation to O tel. bathroom and a water closet compartment per R303.3/R303.4, and Section M1505.1. Exhaust to the exterior. 0 W N CZC IIL Glazing in hazardous locations as defined by 11308.4 shall comply with requirements for safety glass. R308.4.7 D .8 Handrails. Handrails shall provided on not less than one aide of each Flight S W i.' of stairs of stairs with four or more risers, Od PQ p-1 6 rn R311.9.81 Height. Handrail height measured vertically from the sloped lane adjoining the tread nosing, or 4 9 Y m P 1 9 g• finish be leas than 34 inches 38 inches ,Z surface of ramp slope, skull not (864 1 and not more than (965 mm). P4 Exceptions: 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. z z 2. Where handrail fittings or bendings are used to provide continuous transition between flights, transitions at winder treads, fire transition from handrail to guard or used at the start of a flight the handrail height at the fittings or bendings shall be permitted to exceed 38 inches (965 mm). I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BUILDING NOTES o Wnear R� U m e%s�0 A.2 ENVELOPE AIR SEALING MECHANICAL EQUIP. WSD TYP. MIN CLEARANCES MINI SPLITS MIN. CLEAR SPACE NEEDED FOR MECH.... .... WORKER ACCESS rFROex of Vxrt MINI SPLIT COOVER rcOT Vx J ROOFDECKOVE� FRAME TINDER UNIT (38'W%18"D%12'H1. (4' OFFSET FROM EXTENTS 1'-6- 1' -6 - OF UNIT DOUBLE AC UNITS MIN. CLEAR SPACE 10'-6' NEEDED FOR MECH. WORI(ER ACCESS AC' DIMENSION 24'W%24'OS36'H b F '. Acvxrr Acvmm � AC UNFrB ON ROOF DECK OVER FRAME _ _ _ J UNDER UNIT iO u w a I74'WX32'D X12'HL (4'( FROM EXTENTS OF UNITI MIMSPLITAIR HANDLER TO BE MOUNTED% X-A.F.F. (TYP)' 8' 8' MIM SPLITAIR HANDLER SIZE-- (WSDTYP): ti 30WX8OX1YLH- MIN CLEAR SPACE"" NEEDED FOR MEC WORKERACCESS SINGLE AC UNITS l MIN. CLEAR SPACE NEEDED FORM ON. WORIrrRACCFS3 1 I I ACUNITSONROOF DECK OVER FRAME UNDAllNIT .. .. Vmm� (32- W %SE2' D X 12- HI (4' OFFSET FROM EXTENTS OF UNIT) 1'-6" 1'-6" TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General Requirements A continuous air barrier shall be installed in the building Air -permeable insulation shall not be used as a sealing m ene elope. material. I Exterior thermal envelope contains a Continuous air barrier. Q4¢ Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be The insulation in any dropped ceiling/soffit shall be W aligned with the insulation and any gaps in the air barrier aligned with the air barrier. shallbesealed. Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be sealed. WARS The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls shall a be insulated by completely filling the cavity with a The junction of the top plate and top of exterior walls material having thermal resistance of R-3 per inch shall be sealed, minimum. F z ,M.4 F z Exterior thermal envelope insulation for framed walls shall Knee walls shall be sealed. be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights, The space between window/doorjambs and framing and and doors skylights and framing shall be sealed. Runjoists Rim joists shall be include the air barrier. RUnjoistsshallbeiresulated. Floors(mcluding The air barrier shall be installed at any exposed edge of floor framing cavity insulation shall be installed to above -garage and insulation. CEILING DRYWALL cantilevered floors) subfloor decking,or floor framing Cavity tion shall DRYWALLCAVLEKED, be permitted to contact with the top side of op side nt n sheathing, orcor continuous installed on the n TAPEDM WALL underside of floor framing and extends from the bottom to the [op of all perimeter floor framing members. GLUMORGASKEFED Exposed earth in unvented crawls aces shall be covered xp p Where provided, instead of floor insulatio p n, insulation with Class lvapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. TOTOPPLATE Narrow cavities Batts in narrow cavities shall be cut to fit or narrow, DRYWALLCAULKED, cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing be provided between the garage and conditioned GLUMORGASKETED spaces. EXTERIOR SHEATHING CAULKED, Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the finished surface. TOTOPPLATE Plumbing and wiring GLUED OR GASKETEDTOTOP PLATE around wiring and pumpling, or insulation, that on INOT REQUIRED BY CODE) Installation readily conforms to available space, shall extend behind piping and wiring Shower/tub on The air barrier installed at exterior walls adjacent to CLADDING exteriorwall showers and Who shall separate them from the showers insulated. and tubs. Electrical/phone box ATEDOR SEALED DINTS IN on exterior walls end l and The air bender shallboxes iAlt DRYWALL CAULKED, boxes communication boxes. Altemativelg air -sealed boxes Alteilled rnatively, -sealed E%TERI DR SHEATHING shallbe installed. HVAC register boot HVAC supply and return register boots that penetrate GLV ED OR GASKETED building thermal envelope shall be sealed to the subfloor, wall Covering or ceiling penetrated by the boot. Concealed sprinklers OF IT TO TE only be sealed in a manner that is recommendedby the manufacturer. Caulking or other adhesivesealants shall (NOT REOOUIR[DHM CODE) not be used to fill voids between firesprinkler cover plates and walls or ceilings BOTTOM FLATS CAULKED SHEATHING CAULKED, R EQNPre CLUED OR G0.5KERDTO BOTTOM PLATE NOT BYY COEDE�I / INOT REOUIREDBYCODE) RGLUED,CAULKEDOR DTONMJOET/RW CLOSURE ONREDBYMDEI T/PPoCLOSVRE GAGUEM OR DTOMPFLATE GNREDBYCODEI F(NOTREOMRMBYCODD ECAULKFD, RGASKETED EXTERIOR SHEATHING CAULKED, FFLATE GLUED OR GASKETED TO TOP PLATE BYCODD INOT REQUIRED BY CODE) TME OR SEALANT, OVER JOINT INE%TERIORSHEATHDJG INOTREOUIREDBYCODE) OR YWALL CAULKED, DORGASKETED TAPED OR SEALED JOINTS PLATE INEREERIORSHEATHNG �NOr aeolnaEualy BOTTOM PLATE CAULKED OR GASKETED TO NBFLOOR EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED TO BOTTOM PLATE NOT REQUIRED BY CODE) SVBFLOORGLUED,CAULKED OR INSKETED TONMJOIET/NM CLOSURE INOTREONREDHT CODEI EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED TO SILL PLATE RIMJOMT/RVACLOSU ECAU"MOR INOT REQUIRED BY CODE) WMEET TO TOPPLATE INOTREOUIREDHT CODEI Sri SILL PAGE INSTALLED FES SILLPLATE INSTILLLED OVER SELL GASKET OYERSILLGAEKE! ENVELOPE AIR SEALING MECHANICAL EQUIP. WSD TYP. MIN CLEARANCES MINI SPLITS MIN. CLEAR SPACE NEEDED FOR MECH.... .... WORKER ACCESS rFROex of Vxrt MINI SPLIT COOVER rcOT Vx J ROOFDECKOVE� FRAME TINDER UNIT (38'W%18"D%12'H1. (4' OFFSET FROM EXTENTS 1'-6- 1' -6 - OF UNIT DOUBLE AC UNITS MIN. CLEAR SPACE 10'-6' NEEDED FOR MECH. WORI(ER ACCESS AC' DIMENSION 24'W%24'OS36'H b F '. Acvxrr Acvmm � AC UNFrB ON ROOF DECK OVER FRAME _ _ _ J UNDER UNIT iO u w a I74'WX32'D X12'HL (4'( FROM EXTENTS OF UNITI MIMSPLITAIR HANDLER TO BE MOUNTED% X-A.F.F. (TYP)' 8' 8' MIM SPLITAIR HANDLER SIZE-- (WSDTYP): ti 30WX8OX1YLH- MIN CLEAR SPACE"" NEEDED FOR MEC WORKERACCESS SINGLE AC UNITS l MIN. CLEAR SPACE NEEDED FORM ON. WORIrrRACCFS3 1 I I ACUNITSONROOF DECK OVER FRAME UNDAllNIT .. .. Vmm� (32- W %SE2' D X 12- HI (4' OFFSET FROM EXTENTS OF UNIT) 1'-6" 1'-6" TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General Requirements A continuous air barrier shall be installed in the building Air -permeable insulation shall not be used as a sealing m ene elope. material. I Exterior thermal envelope contains a Continuous air barrier. Q4¢ Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be The insulation in any dropped ceiling/soffit shall be W aligned with the insulation and any gaps in the air barrier aligned with the air barrier. shallbesealed. Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be sealed. WARS The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls shall a be insulated by completely filling the cavity with a The junction of the top plate and top of exterior walls material having thermal resistance of R-3 per inch shall be sealed, minimum. F z ,M.4 F z Exterior thermal envelope insulation for framed walls shall Knee walls shall be sealed. be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights, The space between window/doorjambs and framing and and doors skylights and framing shall be sealed. Runjoists Rim joists shall be include the air barrier. RUnjoistsshallbeiresulated. Floors(mcluding The air barrier shall be installed at any exposed edge of floor framing cavity insulation shall be installed to above -garage and insulation. maintain permanent contact with the underside of the cantilevered floors) subfloor decking,or floor framing Cavity tion shall be permitted to contact with the top side of op side nt n sheathing, orcor continuous installed on the n underside of floor framing and extends from the bottom to the [op of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawls aces shall be covered xp p Where provided, instead of floor insulatio p n, insulation with Class lvapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit or narrow, cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the finished surface. envelope shall be air tight and IC rated. Plumbing and wiring In exterior walls, batt insulation shall be cut neatly to fit around wiring and pumpling, or insulation, that on Installation readily conforms to available space, shall extend behind piping and wiring Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exteriorwall showers and Who shall separate them from the showers insulated. and tubs. Electrical/phone box on exterior walls end l and The air bender shallboxes iAlt boxes communication boxes. Altemativelg air -sealed boxes Alteilled rnatively, -sealed shallbe installed. HVAC register boot HVAC supply and return register boots that penetrate building thermal envelope shall be sealed to the subfloor, wall Covering or ceiling penetrated by the boot. Concealed sprinklers Where required to be sealed, concealed fire sprinklersshall only be sealed in a manner that is recommendedby the manufacturer. Caulking or other adhesivesealants shall not be used to fill voids between firesprinkler cover plates and walls or ceilings 04 I I 0 I I X U H I I m o I I q Q4¢ 0 O W N T0�t 0 d w 0¢Fwo0o Do a3 p GO d µ�y1 = d T z M Y 0.al n W 0 aA 3 LIJ LC ITT zP4 Z 00 � DO W U W DO %Q az a 405311 E0 r-1 N rx o Aco WO CJJAU H WF'� V H A xx M M N W Mx I I I I I I I I 3 z U H I I I I I I q O W N Ix w a D 6 F z ,M.4 F z I I I I I I I I I I I I I I I I BUILDING NOTES o WDear Rm e��SS, DO Xf A.3 me first 2s or a driveway from the existing edge of pavement Into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact point of Public Works for ROW Permit 303-235-2861. Prior to issuance of a CO, 2 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Maximum structure coverage in the R-1 zone is 25% No accessory structures will be permitted that exceed this amount. No more than fifty (50) percent of the total landscaped coverage on the lot shall be comprised of turf. The use of low water demand turf varieties such as buffalo grass, blue grams grass and tall fescue is encouraged. SITE PLAN 0 ;. e' 16' v8• = ra y GENERAL NOTES: 1. SLOPE GRADE AT FOUNDATION 6" MIN. NO DRAINAGE SHALL FLOW ONTO ADJACENT PROPERTIES r / A/CUNT' \ A3 5 520 IS a \ ELECT PANEL v "P � MEME THREE CAR GARAGE FFE.-5.522.63' W �j \ \ 160" 132° \ \ i �2e V v .,�0 ,p0 3239 HILLSIDE DR SINGLE FAMILY HOUSE 3,448.2 SF FOOTPRINT CONCRETE L—i JLJLJL_ILJL_jl IJ LJLJL_jl 11 1 DRIVEWAY - srzzL ruuNrrxs v I 5A ,52100. k 5� .51900 In V fAY[Js20.00' 5� .s22.00,I ------- - - - - -- ( \ l \ a _ V Q G. \ 5505.00' \. N A1551S.00' \ \ 5 6.00 \ \\ \� 5� .58�� ,\ 550.9.00 8 P 51510.00 // BUILDING — — SETBACK s� "sss.00'` / ,y 55l2.o0. \ / S,50.00; \ 5515.o 51400 \\ \y% 5 S16 / m551800 civ nI- I ( x � _ _ _ — —_ _ _ —_ ) I I HILLSIDE DR —SS— — —SS— — —SS— —SS— — —SS— — —SS— —SS_j_ — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —ss- -CW—CW—CW SS—civ civ civ civ civ civ civ civ civ civ civ civ civ civ civ civ civ cw— G G G G G G G G G G G G G G G G— 0. LEGEND O LEGAL DESCRIPTION: PROJECT AREA/ZONING LAND USE INFORMATION: ZONING COVERAGE INFORMATION: BULK PLANE STUDY ZONE LOT LINE DIRECTION OF WATER WATERLINE CW AP ORTIONOFTHE NW BUILDING FORM ON ZONE LOT O Q40 ZONE DISTRICT: R-1 (AS+A2+A3+A4)/4= a3o 1/4 OF SECTION 28, TOTAL NEW PRIMARY STRUCTURE O 5,249.0 SF ONE -FAMILY DWELLING GRADE MIDPOINT DRAINAGE Y 0.al n A O v 3 ZONE LOT SETBACK GAS LINE G TOWNSHIP 3 SOUTH, (5,513.00'+5,520.11'+ z F z F. z RANGE 69 WEST 6TH HABITABLE STORY (TOTAL SF) ZONING LAND USE GROSS ZONE LOT AREA: 14,346.11 SF 5,520.15'+ 5,511.91') /4 = SPOT ELEVATIONS (a JJ�� COVERAGE AREA 'T SEWER LINE — —SS— — — P.M. CITY OF WHEAT BASEMENT: ONE -FAMILY DWELLING 1863.8 SF 5,516.30 ORIGINAL GRADE Y RIDGE, COUNTY OF FIRST FLOOR: ONE -FAMILY DWELLING 1854A SF BUILDING FOOTPRINT= 3,448.2 SF JEFFERSON, STATE OF SECOND FLOOR: ONE -FAMILY DWELLING 1530.8 SF TOPOGRAPHY LINES -- - " -_ ... COLORADO TOTAL BUILDING COVERAGE= 3,448.2 SF TOTAL BUILDING COVERAGE= 24% 3,448.2 SF / 14,346.11 SF =.240 NEW ATTACHED GARAGE FIRST FLOOR 3 VEHICLE PARKING SPOTS 753.4 SF 3 PARKING SPOTS PROVIDED me first 2s or a driveway from the existing edge of pavement Into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact point of Public Works for ROW Permit 303-235-2861. Prior to issuance of a CO, 2 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Maximum structure coverage in the R-1 zone is 25% No accessory structures will be permitted that exceed this amount. No more than fifty (50) percent of the total landscaped coverage on the lot shall be comprised of turf. The use of low water demand turf varieties such as buffalo grass, blue grams grass and tall fescue is encouraged. SITE PLAN 0 ;. e' 16' v8• = ra y GENERAL NOTES: 1. SLOPE GRADE AT FOUNDATION 6" MIN. NO DRAINAGE SHALL FLOW ONTO ADJACENT PROPERTIES r / A/CUNT' \ A3 5 520 IS a \ ELECT PANEL v "P � MEME THREE CAR GARAGE FFE.-5.522.63' W �j \ \ 160" 132° \ \ i �2e V v .,�0 ,p0 3239 HILLSIDE DR SINGLE FAMILY HOUSE 3,448.2 SF FOOTPRINT CONCRETE L—i JLJLJL_ILJL_jl IJ LJLJL_jl 11 1 DRIVEWAY - srzzL ruuNrrxs v I 5A ,52100. k 5� .51900 In V fAY[Js20.00' 5� .s22.00,I ------- - - - - -- ( \ l \ a _ V Q G. \ 5505.00' \. N A1551S.00' \ \ 5 6.00 \ \\ \� 5� .58�� ,\ 550.9.00 8 P 51510.00 // BUILDING — — SETBACK s� "sss.00'` / ,y 55l2.o0. \ / S,50.00; \ 5515.o 51400 \\ \y% 5 S16 / m551800 civ nI- I ( x � _ _ _ — —_ _ _ —_ ) I I HILLSIDE DR —SS— — —SS— — —SS— —SS— — —SS— — —SS— —SS_j_ — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —SS— — —ss- -CW—CW—CW SS—civ civ civ civ civ civ civ civ civ civ civ civ civ civ civ civ civ cw— G G G G G G G G G G G G G G G G— 0. O D d S p7 �y 01 0 O Q40 n 0 a3o a O T0�t m M Y O D d 3 Z p7 �y O¢F� O O n a3o a O m M W Y 0.al n A O v 3 405311 1:0 r -I aco A A0 V H A xa ME=4 M N W x I I I I I I I I I I I I I I I I I I I I SITE PLAN A.4 3 Z O O O O W N w a z F z F. z . I I I I I I I I I I I I I I I I I I I I SITE PLAN A.4 LEGEND SPOT ELEVATION O CONCRETE 0 0 INTERIOR OVERHEAD - - - - 0 SOFFIT K Z�_ a u O 3 T Q F W ~ STRUCTURAL O ¢COLUMN 0 WW O F 60'-5' V w Z 16-61N 21'-6D^ 14'-404' B'-U' a 3 o 3. UY4 2_6I 5' OvV 5-01 8_17 12-0 1 61 1 21• 2' 6• 5-0- sr 9u4' = N 6 n Wz Y 0.a n het O v A i 3 gTPUCTURALB IS REF STRUC RUCTURAL STRUCTURAL W COLUMN COLUMN za_ RIP iHROVGH 2%FRAMING APOVE Z O N R REFSTRVC j \ l N W �� O PWSQ so as STRD RiREAM w z N 0 In SO EST STROC sPAL C STRVCTURAI lfl 1BI 11 COLV COLO" iU 1'-10' SIIl1'-10' II II IIS CONNEC110 FMRFMPIT E�F.na R.vv. II II IIS OPPOO o"�fN �minw Nhallhcr NlOPoto Wp O`IOSF' 0,�.\:PLA O I m m m m 405311 Sill 1'-10" SIR 1'-SO" II II 0F Z 9 Ac zS ci S� dam, w'reva. m"an°nclm�gRCHITEGAj umT II II .merimwan.me..l 4 Na O 004 II II II �H CLOSET BEDROOM #3 11'-O" II II II IIII ^^^�^+� a+ ooJ . O6'-10 2Ovr w O IN H' DMT t43 PERSONAL GYM �F�j'��Y�� c wxx '��' AaMxoxuLosixpMsl PFNTOABOVE RVER B TVS _�'K F — K — K — F — — — T I 0 9-ll' 1 +•: - n ^" _ ^� T n n II II II II II II II F��1 O 3V-8s° C IRAGESU11 2'-4" 6-1010 S.—IO.,' 3 6' ss / 3'-4°' \ 15'-aur LT-8M°' II II II II II II II II STRU Yi1rY J 9 II C LUMN g / 6 o J DROPPED BEAM —+ 1� a z 6 FLEX SPACE M 4ea I _36 a BATH#3 Da mrvcl�mz4 i6 WOOD RJ 4 GBPET — DECEST Pg HT9L1L, / / a H 9'-11' wN STORAGE li W o0s _LT A V / UN1WIgNED SLAE ON ��—• 007-B \ 3 / H 9' ll' t-1R Is GRADE7se cuacE W I 1 / \\ F�3—D �A„� Is PER SECTION NLId IR90IIAN t DROPS L & qn EFFICIENCYADDITIONAL PACKAGE 2 err Vp e re y PENTOABOVE FURNACE 9 MUST SELECTED ATER PRINTER TO m gxpWER \ von Aaxn e \ / It RE INSTALLED:NANENOWAIxIGX ..\ OLVMN O __ IL/� as EFFICIENCTWSERVICEWATERx nNG �� IN ACCORDANCE WITH SECTION M 6-30'M 28 Oar° 13'-8 • T-5V° J R°0J131 -D SUB SLA9 DEPPESSVRI TION Pass VesuDglab 6 depressor Ion EJECTOR ____ PAS61V6 PADONSV6TEM PIT RADONGONTROLPIPINGWIRE system shell comply ` 4 IMECH OUTLEFNEARRAWNPIPWG with AF1036 4 008 TOACCEPFFGNREMFFIGATIONFAN \ \ m_9'-8' UNFINISHED yp B• 11' Dvo S'-SO°' 12 -Ji'^ @ 8' 0" S 2 FURNACE OOB-B/ p 006- L VP DROPPED BEAM - co Hug DROPPED BEAM I CLOSET n a M • DROPTOW Yr4 O V®M1)0 sJM DROPTOW 9v4 \ RE DROPTOW 99 30 Sar° GARAGB ELAS a PLAYC 5 A w i,epaeeeud � CARPEL ry STORNFGE w ssoals m j H:9'-ll lI 009 HED so ysl� O H 9 ll' 3� F z epi 1 Ow P Sill 3'-O' 0 +IIS BO�A CORRVGNTTEO Q INWDOW WELL Y un un > N n 60 Y 0. IC 7 6 LO 30'-3TC L 13'-0' 10 4 9 0^4 6 2 J 2 3 T Pro 8-0. z 60-LOvr Lj F F z z I I I I I I I I I I BASEMENT PLAN O z 4' e' ®� 1l4' = 1'-0- I I I I I I I 1 I I O H N M V GENERAL NOTES: BASEMENT 1. PROVIDE BLOCKING FOR ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE R.O. PLAN 2. PROVIDE 2X6 BLOCKING FOR ALL RAILINGS 30"-36" AFF 3. PROVIDE 2X6 BLOCKING FOR VANITIES 26' - 32" AFF IN BATHROOMS o \NIGMM C\ m e�III!9r� A.5 LEGEND SPOT ELEVATION O CONCRETE 0 INTERIOR tll o OVERHEAD — — — — Q4 0 SOFFIT y Z� a O u O 3 Q All r-ssvp ¢ o F 1n a30o �XG = $SEY'L 160° 132°M Y 0.a n W ENTERTAINING DECK1' - `PJ�2, M Q SYLVANIX-ELITECOLLECTION �^ O Q e COLOR: HARVEST BROWN 60-5- 16'-6v 04'I6'-6v21'-6u4' 14'-4vr V-0. STI g'-yyvp-6. g.-0. 3'-03m� 8'- • 12'.0' 1'-Sv p-g. g-p• qpr•' W �z�4 mENTERTAINING Z O In NO' ,7 DECK W [� • 2F 2G J W COLUMN � u W4 In wz N H DROPPED BEAM INFRATECH OVERHEAD 2 a HEATING UNIT SIR 3'-2' Si113'-2' / c COUNTERTOP OFFICE DESK/BUILTIN SEATING II OLUMN OPSD�L/pfryS II pO:g 4M1v:�p INFRATECH OVERH ?m 405311 �i HEATING UNIT ET3'-V2' 16'-10111' 21-211 14• g •• 3 S „ i� gRCHITEOj off,- M OFFICE i 2-0 ZE HARDWOOD 'e�p DROPPED BEAM � Jy 13'-T 35'-IOv° III b HNLTIN GRILLING AR b N 9' 29'_U314 6 +0 t4 4 III a GASxOORUP FO u, c \ c GRILLING AREA co -z1a xALF xelcxTwAu/ m __ / oeENTo 30'-6' 3'-6'TALL --y_35 / \ // it 4-0 14 \ LIVINGROOM _ _ 0W -13 [27 \ HARDwooD g ° R 2x °-0 onnwEr�uxc sEPAR<nom: 1_12 x: 20 -3' / ISI Li - z'-o' a /nPOWDER / „ --�—/ HVAC CHASER SPACE' `.8'-9'/4'-6'�'-3'-10°rz'l0 /MIN INTEAIORSPACEa6 29'-4v' I AIS a /� ww reaa.nma Hao'-1' 006 -- -9 \ / p �I H 1 SLOPE g I�~I 2% CLQ / HARDWOOD D "FSI Y" FiI THREE CAR GARAGE �0, /\ • Aaeeummi� \ _ @-2 H Z-0. CONCRETE / / ry W Yiemryi'MmP r9 v / / \ 4 N ss v , - x m-1 MUDROOM . - KITCHEN 10 M �I Z) n 29'-1131. 2' 91z / TILE ~< 4 3 2.'• 1 HARDWOOD 9 N W [a ^' H l0'3 18 RI 9], / \ H:IO•i• CTPANEL F\ w R k M 1.-------------- - - - -;� 17 ID m P84 UFER LOCATION / B'-9' 4'-6v°' 6'-4' 29';;Il-6v' B' 0" x ELECT\ ETER \ BUTLER'S PANTRYOil Z HEIGHT BENCH HOOWTH r' // \ HARDWOOD H l CABINET RADON CONTROL PIPING / \ x 9 Tn INZX6WALLASSEMBLY 1-,o FOYER b OOD X YV 10'-l0uz '� / 15'-9'r° 09 HARDWOODLi' 9v^ R' 0" AMED H.1o'rDECK ABOVE / STAIR / \ 51110' —31110' \ _I 31110' // s , 'zv:10.-q. a8-8 ,. / 6.-z. c? ^' 14- AV'e •' m a'-lv' / \ p• oL LDININGROOMSMO / gAYROOM „ 2D 2D a r 2A DD4 ry Z 1q� HD11W1 -1�''I �// COVERED 3O o n 6°• 7-2' 3' 2" FRONTPORCH Fiy SKID " 3 U 1110• 0 •M2J LVNDWELL 2C zA < O d' Mj y.-3v 3 z 9' g'-0' 2'-3u�' 16'-0' 1'-11'4' 0" 3'-3' 1'-WIV 3' 0' 5' 6u°' y 9u•' 3' 0• 3. 0• y 3• P g• 3. 0• y-6' 3'-4�r•' 3. 6• 2' 0• 3• Sus y. gve 2' 0• q• 3w' F [-- 30'-3ve 13'-0' 30'-4' 9'-Ou•' 6•-2' 14'-0v' g.-p' Zi 7i 91'-Yr° I I I I I I I I I I �l FIRST FLOOR PLAN. 2• 4. g. I I I I I I I I I I O w N M R GENERAL NOTES: FIRST FLOOR 1. PROVIDE BLOCKING FOR ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE R.O. PLAN 2. PROVIDE 2X6 BLOCKING FOR ALL RAILINGS 30"-36" AFF 3. PROVIDE 2X6 BLOCKING FOR VANITIES 26' - 32" AFF IN BATHROOMS o W pBa/R m U m 01 A.6 g.-pve �h o LEGEND 0. SPOT ELEVATION O S CONCRETE 0 81 0 INTERIOR e OVERHEAD - - - - Q4 0 � o u SOFFIT f /l ] Id O 3 O 0 d w j O ¢ % n a3o O ya dµ�y1 = d 3 z M Y 0.al n W O v A 3 DOWHpsPouT sz'-s" sp � 16'-6w 21 _6V4 14 -04 zr4i 3' llv:2' 6' 5-0. 6' Ov" 21'-6v4 Ova' 2-6. gw. s..p q'.gva' 3C 3R M GO W U W DO STEELRAILING a Q P, ROOF DECK gG a NEWTECH WOOD DECK Sill m ' " I. -R. S1111-8' s -' H TILES OVER 1-ur 4 0 EPDMAND CLOSET2'-6TAPERED 6-6' INSULATION 10' ll' OO:POPyOEO p"oO^fff'♦I'`P C` 3 x F � m 405311 ieg wzr / 'gRCHITECj BEDROOM #1 ` 2'-0' N a Nu e CARPEF 010-A ��, 26 060 y 010 OD -D J XRRDWOOC / Cl DOWNSPOUT �. H:9'-1 �/ N m M /IF a oM m Hn STEEL RAILING 8-0'We 19 \ / is 017 EDROOM 1,_8. 2.-O. 4.-4. ^ HARDWOOD 3F O llVr \ / H9'1' V 24 m o / -HX 9�#1 . a 11 .m I. m \ \ \ \ / / / / HVAC CHASE -14"X11 gvz 01 I'- U / 13 z >Z MININTERIORSPACE ^ S„ U 9 3 7-10 2 N 14 6 13 10 B6'-6uT' 9 \ / SHELVIN a HI G H WALL x~ 3 ) OPEN . N80 -G Gy EPDM CARACE TO6 ROOF BELOW BELOW CLOSET L n L W PT__ SLOPE 25'/12' �WrHWa n am MASTER CLOSET 4 - 2 1 ..•w•m•w m•w \ PARLOR�J18 RI 9 Y NAH09 00D FROM GARAGE a 17 10-1 l'�ROOFHELOW -P 4-0' 4' 4Lr 3. uvr LS'7vu \ 4 3. Our 1 Sur 8.-2'°' SLOPE 23"/12' \ 6 v CLOSET 0\ 012-E N — — / \ \ ST UNIT DM -A NRNACE, Q H WEA e M 2'-6' RADON INZX5WNTROLPI BLG` 6'-6' a IN 2R6 WALL ASSEMBLY TILE / \ MASTER BATH R H:9-1' P / / Sill, 80 Sill, 80 Sill l' 8' w S BEDROOM #2 LAUNDRY\OS, q Nu GR -r / TV.E p i • x m n ,� N mm m raw 12'-1' w10'-4- 3A 3A a n 3F D R WASHER BUILT- Pl.y DOWNSPOUT to 1, 8„ INS z U 6-6 e 3 S 11'-8' SIT 1'-8' O Sill l'-8' SiK 1'-8" I"i In Z DOWNSPOUT > N eT 3A m u coo W X mm «m Ix w 3C �3E 3P i-1 �i7 6 M 3 z 3' 1' 2' 6' 4' 0" 3' s' 1' Wl 3' 0' s' W° 1' 91i 3' 0' ,, o' T s" 3' 43,r g' 8• 2' O• 3' Bur p 8v. 2' 0• p !Pir W F 13•-D' 1o' -a' 1s'-2'�• 14•-av e• -o' z 2 60'402 I I I I I I I I I I SECOND FLOOR PLAN 00 24W I I I I I I I I I I O N M nt SECOND GENERAL NOTES: FLOOR PLAN 1. PROVIDE BLOCKING FOR ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE R.O. o W 6Ba/R 2. PROVIDE 2X6 BLOCKING FOR ALL RAILINGS 30'-36" AFF 3. PROVIDE 2X6 BLOCKING FOR VANITIES 26' - 32" AFF IN BATHROOMS C "S'46iN9 A.7 LEGEND SPOT ELEVATION O S EXTENT OF FRAMING BELOW 0 EPDM u RIDGET0�t VALLEY DRAINAGE y DIRECTION d w ~ O¢F� n a3o O Na _ ¢ a z W O vA 3 DRIP-THROUGH w 24'-*lr DECK BELOW 1.-7uz I6._6va6' 2uz I z N 33'-8' y DOWNSPOUT LS'-0'r°' 2' 13rr 14 Aur 2-13M LY L~ >4 u W4 W U W </1 xA az EPDM DECK a 1 WITH NEWTECH WOOD BELOW SLOPE:.25"/12" PPpO LlC O!ETHOo f.Y;P 4r' 'Pf;O < m 405311 L I ? --- --------------- ---IgRCHITEpj. DOWNSPOUT 1,-Iv°. DOWNSPOUT 31' 6v.� � 1 x o A co w0 6-1011.. 2- A U 5y I I LL I a I I A EPDM ROOF EPDM ROOF ISI H S-11M. SLOPE:.00F SLOPE :.25' F EPDM GARAGE y ROOFBELOW \J SLOPE 25'/12' RADON CONTROL PIPING �/� it S PENETRATES ROOF EPDM ROOF „ L' I <` ? ASSEMBLY PER 2018 IRC SLOFE:.25'/12' ^ o Al S APPENDIX F. MIN 2' e \ VM w 1EPDM GARAGE ROOFBELOW I w 1 SLOPE 25-/12' Iw I I I a DOWNSPOUT I I 6 Ou4. 2 DOWNSPOUT b'-0°°' 1.-11v4 13'- FROM ROOF > U d O BELOW F 3LOPE'25'/12' o z - - w o E-2' 13._0. 10'-4' E-2' I NI-l0vz 2'-131T 14'-4v°2'-lvq 0.l 7i 25'-8' 18'-8' a ,m F F z z I I I I I I I I I I ROOF PLAN 0 2' 4' P I I I I I I I 1 I I ROOF PLAN o Wnear R� U m `P`/�cl A.8 HIMNEYMASS HOUSE SURFACE MATERIALS BULK PLANE STUDY 1 # MATERIAL FINISH IA1+A2+A3= 04 A EDWAM'ESTONE- NANRALTHQi VENEER- EOU CRFAM GRADE MIDPOINT O STACK 468 STACK 2 SAP-PRESTAINEOWOODSMING MNEWAGERUSTIC PRESTAWW (5,513.00'+5520.11'+5,520.15' x PISTNIED HOR6ONI CIMARRON +5,511.91')/4= O 3 SNP- PRESI'AWEO WOOD SOFFIT NEW AGE RUSTIC PERSTAINED5,$16.30CIMARRON lB � ROOF.. ................. 4 LPSMARRR)E 6'LAP EIDING-CEDARTEXITIRE URBANE BRONZE Q O 5 " �� 5 " " " .,..,..,..,..,. " "F31 5 4$$43'-2°° g LPSMAATSmE-12 00gpD-CEDM pPG ONY O TUA5CIP EIT i /RS MNN OS/000 0ACK y ]' m12 15' 10^2 13'-0' 3'-0" 6 LP SMARTER)E-OX4 PANEL-CEDARTEYTIIRE WONYY BLACK PPENN 04/000 Qi O 4 7 =X R%lIX 3 3F LEGEND ELEVATION MATERIAL TAG Q DOWNSPOUT LLJ DOOR/WII4DOW TAG O O 0 SECOND FLOOR,= W N 4 4 4 +5534 -l" ........... .............. .............. ....................... ........... ..,..,..,..,..,.. ..,..,. .,..,..,..,.., 5 ..,..,..,..,. ..,..,..,..,. ..,..,..,..,. .,..,..,..,..,... O Q'' F 3 CO p nO �WzL) 0 Q q DROPPED BREF STRUC EAM, z�i 2E Y 0.aIn W d' Ma Q 3 DRIP -THROUGH DECK W STEEL PLANTER— LANTER LC EMT FIRS ... ... ....... .................. ........ ................. Z O In +ssz3-a' s w W U 15 _10V2 - �13'-0'- acn A7'-m12' 1 I-- _ n –_ n GRADE MIDPOINT .. ....... ........ +5516 -3lI8 O __ � 405311 BASEMENT +5512'-0' ._ ,.;. ........ ..� . 1:4 o EAST ELEVATION D 2' , R C2 AM A0 wMNEr MAss ~ DROPPED BEAMS /WFC 1 V � A o ROOF 0 3 5 y I L ++554 ......................................... ............ ............ ......................... ............. ......... 5 ..... .... .. _ _ _ _ ................. 23'-6' - 14'-10°w 14 8°r4 S'-0" ` y M 4 4 2 q DOWNSPOUT ��1Wy� 1� W(d L(d 3E 3P 3F SECOND FLOORDOWNSPOUT © ..,, STEEL AND WOOD PERGOLA .............. . ............................... 5 AWNING -9'-1214 3 2 32 - T 13'-4' - 10'-4• '_ B• R'r' 2 61 2• l4• Bv4' S -0- 29-11,14"i. z 1 STEEL RAILING Q © 2B 2A ® F Q O 1 CANTER —STEEL FLAMER , � D FIRST FLOOR .......... .... :. ........... ............ ............ .......... _I............ ............. .. ...- - - - - FIRST FLOOR=0"........... .... .............. 7i 0.l +5523'-0' y STEEL PLANTER 6 z F F. 10 z z GRADE MIDPOINT I I I I I I I I I I I I SOUTH ELEVATION, I. s B' ,/4. = 1W O w N M R ELEVATIONS GENERAL NOTES: 1. #Fire Wall Location I (Primary) & #Fire Wall Location 2 D v+BBar R (Primary) WALL OF HOUSE, AND #Fire Wall Location 1(Garage) o m WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS 01. �I 0 BULK PLANE STUDY 0. )AI+A2+A3+A4)/4= O GRADE MIDPOINT S ROOF +3903' -tan .......... ... ......... ......... ......... ......... to O (5,513.00'+5,520.11'+ a 5,520.15'+5,511.91')/4= Q4 o 5,516.30 � u /0 O ,0 3 4=6' SECOND FLOOR,= ............. ... O +4434' -Iva - - 0 Q Fl O¢F� W a30o 0 :r 2E G N ¢ n z DR -THROUGH DECK O d' Q DRIP -THROUGH ING ROO OYE STEEL PLANTER 3 W5423' 0' Z 0 N — u U W ul W � A _ � z GRADE MIDPOINT ......... ......... ....... .. ......... ........ E .. ......... ......... a SPAC ......... m....... ... AL , ., LOSE ....... .,....... / a .. +5516'-3ue A � . Pp00 L/C O ,OyETH pPH, f� po. M1f.p 005311 �i a.. BT.. ......... TOC55120 ... ._..._..... ......... ,' .... .. TOF-SSll'8' .. s e ... ... ... . ,.., — _— — _ -- — - -- --_�.. ... .......0 BOF=5510'-S' '9RCHIT�E /j� B.O.F.=4406 =9v4' Co BUILDING SECTION A 0 2. ,, 6. Uv4' = 1 .0' W O AU IH W ROOF I aA /x a 3C A 3F V 1 " M EDROOM# ® ECH. HOWL KHAT S'IERCLOSE 1� SECOND FLO1111111111111111111 'Ell F OR ............. ' ry iiiiiiiiiiiiiiiiiiiiiilill E B HREE CAR OAMO - UDROO �N © IN O ROO UTLER'S PANTR }�+ � F 3 FIR O O TOW 5522' 9'�` = Fl._ o z a - a w T.O.W.=551T 9 ° BOF -5516-934 : �� a `....................... .. � ` .. '. .... ......... a � D W F' GRADE MIDPOINT, +5516' -ave � z � .......... ...... ................... ...... ....... .......... E. ECH ®� LAY TORAG z z 7� i I I I I I ........ ..... .. ... i.o F - 5511' i i BASHMENT,= \11 \ > > I I I I I O a N M R SECTIONS RO F = 5504'-9"' o W 0ea1R m U w BUILDING SECTION B 0 2 4' H' 114' = 1'-0' a. ITCHE GENERAL NOTES: 04 1. NO HARDSCAPE WINDOW WELL CAN BE CONNECTED TO THE O PERIMETER DRAIN LOW SLOPE ROOF ASSEMBLY EMM 2. PIPING IN WINDOW WELL CONNECTING TO PERIMETER DRAIN MAY TAPERED INSULATION FOR MIN SLOPE 3/4'OSBSHEATHING SERVE AS OVERFLOW DRAINS ONLY,THE DRAINS MUST HE A MINIMUM PRE-ENGINEERED ROOF TRUSSES, REF STRUC OF 6INCHES ABOVE THE COMPACT EARTH AND 6INCHES BELOW THE T R-7 CLOSED CELL FOAM INSULATION (R-49) p BOTTOM OF THE WINDOW. 1/2GYP BOARD o u LOW SLOPE ROOF ASSEMBLY Ri EPDM Q TAPERED INSULATION FOR MIN SLOPE 3R OSBSHEATHING '3 PRE-ENGINEERED7CLOSCMLFON!INSSES,REFSTRUC LOW SLOPE ROOF ASSEMBLY T A-7 CLOSED CELL FOAM INSULATION (R-49) EPDM TAPERED INSULATION FOR MIN SLOPE WOOD SOFFIT, REF ELEV. FOR FINISH 1/2' GYP BOARD 3/4' OSB SHEATHING PRE-ENGINEERED ROOF TRUSSES, REF STRUC O T R-7 CLOSED CELL FOAM INSULATION (R-49) 1/2'GYP BOARD Q F W Ec zwN VA) ¢ w m ROOF_ ROOF_ woaD smwc wALLAssEMBLY ROOF_ N +5543'-tore .................. .. .................... ... +5543'-22/e ...... WOOD SIDING, REF ELEV. FOR FINISH/ORIENTATION ..... +5543'-2°/4 ....................... ......................... 1 .. O O WATER RESISTANT BABBLE' V W z Q EXTERIOR SHEATMNG 6 Q 2X63TUD WAL WOOD SOFFIT, REF ELEV.FOR FIMSH O N �' R-23 BLOWN IN DENSE PACKED INSULATION _ = CLASS I SHEET POLYETHYLENE VAPOR RETARDER- IA �' z WOOD SOFFIT, REF ELEV.FOR FINISH-7. DUSH 1/2" GYP BOARD - LP SMARTSIDE LAP SIDINGWALLASSEMBLY M Y J�J LP T UP SIDING, REF ELEV. FOR FINISH d' In [� WATER RESISTANT BARRIER Q EXTERIOR SHEATHING 3 2X6 STUD WALL R-23 BLOWN IN DENSE PACHED INSULATION 1 GLASS SHEET POLYETHYLENE VAPOR RETARDER SE 3C 3H O I 1/2'GYP BOARD 'N I LP SMARTSME LAP SIDING WALL ASSEMBLY LP 6- UP SIDMG, AEF ELEV FOR FlNISH WATERRESISTANTBARRIER _ ~ z Z O In EXTERIORSHEATHING 2X6 STUD WALL w F ,>4 R-23 BLOWN IN DENSE PACKED INSULATION - J VJ w CLASS I SHEET POLYETHYLENE VAPOR RETARDER V W4 In Q 112' GYP BOARD az LP SMARTSIDE 4X8 PANEL WALL ASSEMBLY .j FLOOR ASSEMBLY LP 4X8 PANEL. REF ELEV FOR FINISH' FLOORASSEMBLY FLOOR FINISH, REF PLANS WATER RESISTANT BA BRIER _ FLOOR FINISH, REF PLANS � 3/4' PLYWOOD SUBELOOR EXTERIOR SHEATHING 3/4" PLYWOOD SUIMOOR CONTINUOUS JOISTS, REP 2X65 CONTINUOUS JOISTS, MUC p f4,S 'GYP. BD. )WAUATION R-23 BLOWNW DENSE PACB 2ST BO. OPS6 oo CLASS I SHEET POLYEFHYLENE VAPOR RETARDER— ETARDERSECOND SECONDFLOOR- SECOND FLOOR,- 1/2' GYP BOARD" SECOND FLOOR �i +5534'-Iva ....................... +5534'-lar4 � ............................ +5534'-lv° .., i 405311 � e ' gRCHITEGj STONE WALL ASSEMBLY LP SMARTSIDE LAP SIDING WALL ASSEMBLY STONE VENEER, REF ELEV FOR FINISH POLYMER MODIFIED VENEER STONE MORTAR SCRATCH COAT LP 6'LAP SIDING, REF ELEV. FOR FINISH RESISTANT BARRIER 1 '^ y GALV METAL LATHSWATER TEEL AND WOOD PERGOLA EXTERIOR SHEATHING WATER RESISTANT BARRIER,2LAYERS 0F GRADE DPAPER - 2X6 SND WALL EXTERIOR SHEATHING BLOWNIN ^, `V 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION SI RETARDER CLASS,SHEET PoLYETHYLENE VAP2'G)M BOARD 1/2'GYP BOARD FLI O CLASS 1SHUT POLYETHYLENE VAPOR 2'GREEPOUDER BOARD 1/2'GYP BOARD co I I I A U 2R STEELPWNTE D � 1 II - - II II xa FLOOR ASSEMBLY -` FLOOR ASSEMBLY FLOOR FINISH, REF PLANS FLOOR ASSEMBLY- FLUOR FINISH, REF PLANS—_ FLOOR FINISH, REF PLANS 3/4' PLYWOOD SUBFLOOR 3/4" PLYWOOD SUBFLOOR CONTINUOUS JOISTS, REF STRUC 3/4'PLYWOOD SUBFLOOR CONTINUOUS JOISTS, N 1/2'GYP BD COWINUOUSJOISTS,REFSTRUCr 1/2' GYP. BD. W U2'G".. BD. M ISI FIRST FLOOR FIRST FLOOR FIRST FIRST FLOOR,- W +5523' 0' " . T.O.C.=5522'-9'r` +5523'-O' """' T.O.C.=5522'-9'r°' T.O.C.=5522' �9sr°' , ' TO. ewn0 SLAB -5522'-5' < . ° I I I FOUNDATION WALL ASSEMBLY 9- CONCRETE FOUNDATION WALL FOUNDATION WATERPROOFING WINDOW WELL. REF 2/A 2X S UJD WALL R-13 CAVITY INSULATION 1/2' GYP BOARD FOUNDATIONWALLASSEMBLY 9- CONCRETE FOUNDATION WALL FOUNDATION WATERPROOFING14 P11 2X STUD WAL - 1- R- 13 CAVITY INSULATION 1/Y GYP BOARW Q ° F GRADE MIDPOINT :.:. ........................4„ GRADE MIDPOINT .. / GRADE MIDPOINT,-„ ,,, ,,, ,,, ,,, ,,, ,,, ,,, ,,,, ,,,, ,,, ,,, ,,, ,,, ,,, ,,L. w Z +5516'-3s/e +5516'-3va +5516'-35re Q FOUNDATIONWALLASSEMBLY 1 9' CONCRETE FOUNDATION I FOUNDATION WATERPROOF} W D W F/IR-13 CAVITY INSULATION cd P4 BASEMENT FLOORASSEMBLY BOARD BASEMENT FLOORASSEMBL J w FLOOR FINISH, REF PLANS (N41/2'GYP // // // // /® m CONCRETE BLAB 6 Q 4-CONCRETERETARDER 6-MIL POLYETHYLENE4-CON RETARD VAPOR z 6-MIL PoLYETHYLENEVAPORRETARDER // // // // / ^ Z EASE COURSE Z Zy BASECOURSE W F O O ALL NON-BEARING PARTITION WALLS SHALL BE O ALL NON-HEARING PARTITION WALLS SHALL BE E. ALL NON-BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 3' MIN OF FLOAT TO ALLOW FOR z z r CONSTRUCTED WITH YMIN OF FLOAT TO ALLOW FOR P SLAB-ON-GRADEMOVEMENT F CONSTRUCTEDWTTH3" MINOFFLOATTOALLOWFOR u SLAB-ON-GRADEMOWMENT ,- u - U SLAB-ON-GRADE MOVEMENT ' 1 W BASEMENT e �1� W BASEMENT W BASEMENT / a4 N q +5512'-0" i "roE-ssu'-e" y 1? ,- +5512'-O' AA-roE-5511'-8' (A ¢ +5512'-O' T.O.F.55U -8- 1 1 1 1 I J J 3 BOF-4410'-8' 3 BOF-5510'-8" B.O.F -4310'-10' I I I I I BASEMENT FLOOR ASSEMBLY N FLOOR FlNISH, REF PLANS M I I I I 9'CONCRETE SLAB I I 1 I I WALL SECTIONS o V Oat R� U m v '$ 409 A.12 GO GENERAL NOTES: 1. NO HARDSCAPE WINDOW WELL CAN BE CONNECTED TO THE PERIMETER DRAIN 2. PIPING IN WINDOW WELL CONNECTING TO PERIMETER DRAIN MAY SERVE AS OVERFLOW DRAINS ONLY,THE DRAINS MUST BE A MINIMUM OF 6 INCHES ABOVE THE COMPACT EARTH AND 6 INCHES BELOW THE BOTTOM OF THE WINDOW. O z O P U W N J J TAPERED INSULATION FOR MIN SLOPE 3/4'OSBSHEATHING CONT. JOISTS, REF STRUC 7' R-7 CLOSED CELL FOAM INSULATION (R-49) 1/2' GYP BOARD SECOND FLOOR_ ............ +5534'-1310 WOOD SOFFIT REF ELEV. FOR FINISH) DAMP PROOFING TAPERED INSULATION FOR MIN SLOPE 3/4' OSB SHEATHING PRE-ENGINEERED ROOF TRUSSES, REF STRUC 7" R-7 CLOSED CELL FOAM INSULATION IR -491 LIT GYP BOARD ROOF_ +5543-2'/° ~WOOD SOPFIT REF ELEV. MR I WATER RESISTANT BARRIER EXT£RIORSHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS S SHELF POLYETHYLENE VAPOR RETARDER 1/2' GYP BOARD FLOORASSEMBLY FLOOR FINISH, REF PLANS- JND FLOOR„ I 3/4' PLYWOOD SUBFLOOR +5534-1°/4 '1"' "' CONTINUOUS JOISTS, REF STRUC= 112' GYP. BD. 2X6 STUD WALL I� IRS+FLOOR IC +5523'-0' GALV METAL LATH WATER RESISTANT BARRIER 2 LAYERS OF GRADE D PAPER EXTERIOR SHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER 1/2' GYP BOARD MIDPOINT� IL ............................................... +5516'-3sre ................. BASEMENT FLOOR ASSEMBLY FLOOR FINISH, REF PLANS 4"CONCRETE SLAB 6—MIL POLYETHYLENE VAPOR RETARDER BASE COURSE ALL NON—BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH Y MIN OF FLOAT TO ALLOW FOR BASEM.....� SLAB-ON-GRADEMOVEMENT o T.O.C.=! +5512'-0' PRE-ENGINEEREDROOFTRUSSES, REFSTRUC T R-7 CLOSED CELL FOAM INSULATION IR -491 1/2' GYP BOARD ROOF +554 ... ...... WOOD SOFFIT REF ELEV. FOR FINISH LP SMARTSIDE LAP SIDING WALL ASSEMBLY LP 6' LAP SIDING, REF ELEV FOR FINISH WATER RESISTANT BARRIER EXTERIOR SHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER 1/2"GYPHOARD CONTINUOUS R)D SOFFIT, RF 7F STEEL BAILING SECOND FLOOR,= _ +5534'-13x4 ' R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER 1/2"GYPHOARD FIRST FLOOR„ +5523'-0' 314' PLYWOOD SUE NOUS JOISTS, REF WATER RESISTANT BARRIER, 2 LAYERS OF GRADE D PAPER EXTERIORSHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER ............ 1/2'GYP BOARD GRADE MIDPOINT ... ............ 4' CONCRETE SLAB 6-MILPOLYETHTLENEVAPORRETARDER BASE COURSE 1/2' EXPANSION JOINT BETWEEN PATI SLAB AND FOUNDATION WALL BASEMENT,= ................. ............... +5512'-0' I I 21 I I I I I I I I I 04 2H O STONE WALL ASSEMBLY S d3d STONE VENEER, REF ELEV. MR FINISH .YMER MODIFIED VENEER STONE MORTAR SCRATCH COAT o GALV METAL LATH WATER RESISTANT BARRIER 2 LAYERS OF GRADE D PAPER Q4a EXTERIOR SHEATHING 0 2X4 STUD WALL D R-23 BLOWN IN DENSE PACKED INSULATION U CLASS I SHEET POLYETHYLENE VAPOR RETARDER N 1/2' GYP BOARD O GARAGEFLOORASSEMBLY 0 d 4' CONCRETE SLAB 6 -MIL POLYETHYLENE VAPOR RETARDER w BASE COURSE 0¢Fwo a FIRST FLOOR_ ..................... +5523'-0' Q TOC .= 3522-93M N Q Q 4 "w"mmmmmiq Sp gag 3 QZ O = a z ya DAMP PROOFING TAPERED INSULATION FOR MIN SLOPE 3/4' OSB SHEATHING PRE-ENGINEERED ROOF TRUSSES, REF STRUC 7" R-7 CLOSED CELL FOAM INSULATION IR -491 LIT GYP BOARD ROOF_ +5543-2'/° ~WOOD SOPFIT REF ELEV. MR I WATER RESISTANT BARRIER EXT£RIORSHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS S SHELF POLYETHYLENE VAPOR RETARDER 1/2' GYP BOARD FLOORASSEMBLY FLOOR FINISH, REF PLANS- JND FLOOR„ I 3/4' PLYWOOD SUBFLOOR +5534-1°/4 '1"' "' CONTINUOUS JOISTS, REF STRUC= 112' GYP. BD. 2X6 STUD WALL I� IRS+FLOOR IC +5523'-0' GALV METAL LATH WATER RESISTANT BARRIER 2 LAYERS OF GRADE D PAPER EXTERIOR SHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER 1/2' GYP BOARD MIDPOINT� IL ............................................... +5516'-3sre ................. BASEMENT FLOOR ASSEMBLY FLOOR FINISH, REF PLANS 4"CONCRETE SLAB 6—MIL POLYETHYLENE VAPOR RETARDER BASE COURSE ALL NON—BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH Y MIN OF FLOAT TO ALLOW FOR BASEM.....� SLAB-ON-GRADEMOVEMENT o T.O.C.=! +5512'-0' PRE-ENGINEEREDROOFTRUSSES, REFSTRUC T R-7 CLOSED CELL FOAM INSULATION IR -491 1/2' GYP BOARD ROOF +554 ... ...... WOOD SOFFIT REF ELEV. FOR FINISH LP SMARTSIDE LAP SIDING WALL ASSEMBLY LP 6' LAP SIDING, REF ELEV FOR FINISH WATER RESISTANT BARRIER EXTERIOR SHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER 1/2"GYPHOARD CONTINUOUS R)D SOFFIT, RF 7F STEEL BAILING SECOND FLOOR,= _ +5534'-13x4 ' R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER 1/2"GYPHOARD FIRST FLOOR„ +5523'-0' 314' PLYWOOD SUE NOUS JOISTS, REF WATER RESISTANT BARRIER, 2 LAYERS OF GRADE D PAPER EXTERIORSHEATHING 2X6 STUD WALL R-23 BLOWN IN DENSE PACKED INSULATION CLASS I SHEET POLYETHYLENE VAPOR RETARDER ............ 1/2'GYP BOARD GRADE MIDPOINT ... ............ 4' CONCRETE SLAB 6-MILPOLYETHTLENEVAPORRETARDER BASE COURSE 1/2' EXPANSION JOINT BETWEEN PATI SLAB AND FOUNDATION WALL BASEMENT,= ................. ............... +5512'-0' I I 21 I I I I I I I I I 04 O S d3d Q O tll o Y Q4a 0 Y D �i U O N 3 O 0 d w w 0¢Fwo a Q y N Q Q m 3 QZ O = a z ya d a> W Y 0.al n I I I O I I I aA 3 I I I I 74 I I 1 I I Z O In u F7 W U W x Q az a 406311 N 1:4o Aco A0 cI W F4 �I xx M N W M x Pz0 d3d Q O Y Q O W N w a y 6 a z z I I I I I I I I I I I I I I I I I I I I I I 1 I I WALL SECTIONS R,a "A13 .� �axumµl<,..u.,EEmo.N NUIRORFINSHAVISLACTRIL w...EmN®w.N" a ro' ` NwM®.N Nu..I�.�,,.,,..m,..,"N.,AS' Faww.m.,, HIT All MUSTER BAPPIRSTROPHER—.°CUTTRECOND BACK [SISTER LOANS OPLIESILLAIN NAIL INTO PLACC .:,, ,.`,:°: o: �,,.eII<I�.,o.NaaN,.".N,.p.N�NM.,�.o.,NN�N.,�... w"TM ..,,," vIw N ..�".M.INE.".Nw.N.ENN MUNN,,,wT"I U� WHISTINERENIRRIERCHER—EGA o w xn.,I.� ITSUI �.I"RS MIRry.rQI `u "� REGISTRATION .rte, x.IxxSUSPENSION NSA AUSTRIAN; xxe w".x.Ix NN SA EEM N� "xx N.MNOH"x" ,COMMITTEES�Nx W M,,,.. 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DETAILS o W nearR SAN A @�Y9/f SO `A.14 i i �i i i i �i DETAILS o W nearR SAN A @�Y9/f SO `A.14 01 GRADE MIDPOINT 1A 2 GRADE MIDPOINT 1B 2 GRADE MIDPOINT 1C 1 o �o FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR T�t 2A 2B 2C 2D 2E 2F 2G 2H 21 2K 3A 3B 3C 3D 2 1 1 2 1 1 1 2 1 1 3 2 4 1 a Z W N D D D D D O0 ¢ T WO oWNo �+ a 3 O v SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR 3E 3F 3G 3K 3P Y W 1 3 1 1 1 EE M Q 0 v 3 Itj ol ff CD i oi ol Hl Eli PT ol ml N1 ol ol ol mi 01 pi 7�7EASEMENT BASEHENT BASEMENT EASEMENT FIRSTFLOOR FERSTYLOOR FOREFIRLOOR ITIESTELOOR FIRST FLOOR FIRST FLOOR FOREFIRLOOR FERSTFLOOR FIRST FLOOR SECOND FLOOR SECONDFLOOR SECONDFLOOR SECONIEFLOOR SECONDFLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOORWEST-PAC MST -PAC EMLVE WESTPAC MVTPAC WEST -PAC THERMATRU WEST -RAC EVOLVE EVOLW ANDERSEN AMERICAN GARAGE DOOR AMERICAN GARAGE DOOR ANDERSEN WEST -PAC WESE-PAC WESE-PAC MST -PAC WEST -PAC ANDERSEN WESTPAC MST -PAC ROUGH OPENING RULES DOOR TYPE ROUGH OPENING (W) ROUGH OPENING (H) EXAMPLE SWING DOOR SIZE +2' SIZE +3' (2' -6'X6' -8')32'X83' BARN DOOR SIZE - 2" SIZE+ V (2'-6' X 6'-B') 28' X 81' POCKET DOOR (2XSI2E)+1' SIZE +4.5' (2'-6'X6'-B')6f'X 84.5' BIPASS DOOR SIZE SIZE+ 3' (4'-0" X 6'-8") 48'X BY NANO DOOR SIZE SIZE +1/2' (12'-0' X 8'-0")12' X 8' 1/2" DOORSCHEDULE ROOM 9 ID QUANTITY ZONE NAME WIDTH HEIGHT OPERATION MANUFACTURER NOTES/REMARKS SPECIFICATION EASEMENT 007A 1 BEDROOM#3 T -O" 8'-0' RH WEST -PAC CASCADE DOOR 1-3/81 W20 04 O 0 m to o Gl¢ Q Q 0 O = PLAY AREA o M d T�t Y Pal o O 0 0¢FwoS* m Q 0 O = PLAY AREA D" d�ay M d m z W Y Pal o O v 3 >4 Z 0 y W U W In Q 006 A 1 PLAY AREA 3'-0" 8'-0' RH WEST -PAC CASCADE DOOR 1-3/811720 a Z a 008 B 1 MECH. 2'-6" 8'-0' LH MST -FAC CASCADE DOOR 1-3/81 PRO 009 B 1 STORAGE 2'-6" 8'-0' LH WEST -PAC CASCADE DOOR 1-3/81 W20 007 B 2 BATH #3 2'-6" 8'-0' LH WEST -PAC CASCADE DOOR 1-3/81 PRO 405311 004 C 1 FLEX SPACE 2'-6" 8'-0- RH WEST -PAC CASCADE DOOR 1-3/811720 gRCHITEOj 004D 1 PERSONAL GYM 5'-0' 8'-0' CENTER MEET WEST -PAC CASCADE DOOR I-3/81 W20 '^ l� 004 E I FLEX SPACE u'-0' 8'-0' BI -FOLDING EVOLVE 4PANEL c)) 007 F 2 BEDROOM #3 4'-0' 8'-0' BI -PASS WEST -PAC CASCADE DOOR 1-3/81 W20 µ{ 11 A FIRST FLOOR O 004 A 1 OFFICE V-0' 8'-0' BI -PASS WEST -PAC CASCADE DOOR 1-3/81 W20 U 012 A 1 PANTRY 2'-6" R-0' LH WEST -PAC CASCADE DOOR 1-3/81 W20 �1 004 A 1 PLAYROOM 2'-6" 8'-0' LH WEST -PAC CASCADE DOOR 1-3/81 W20 006A 1 POWDER 2'-6" 8'-0- LH WEST -PAC CASCADE DOOR 1-3/81 W20 �1 004 B 1 OFFICE 2'-G R-0' RH WEST -PAC CASCADE DOOR 1-3/81 W20 005 C 1 MUDROOM 3'-0" 8'-0' LH THERMA TRU CASCADE DOOR 1-3/81 PRO, 20 MDI FIRE RATED w W 004D 1 PLAYROOM 5'-0" 8'-0' CENTER MEET WEST -PAC CASCADE DOOR 1-3/8 1 W20 M 010 E 1 LIVINGAOOM 12'-0' 8'-0' BI -FOLDING EVOLVE 4PANEL 010 F 1 KITCHEN V-0' T-0' BI -FOLDING EVOLVE 3 PANEL SILL T-11/2' 009 G I FOYER T -O" 8'-0' RH- INSWING ANDERSEN FULL LITE- PANEL STYLE#102 AEHID3680 STRIAGHTLINE GLASS PANEL 004H 1 THREE CAA GARAGE 16'-0' 8'-0' GARAGE AMERICAN GARAGE DOOR 3WX4H, GLASS, SATIN CLOPLAY AVANTE ETCH COLLECTION 004J 1 THREE CAR GARAGE V-0' 8'-0' GARAGE AMERICAN GARAGE DOOR 3WX41H, GLASS, SATIN CLOPLAY AVANTE ETCH COLLECTION 12 SECOND FLOOR 00A 1 BATH #1 2'-6" 8'-0' RH WEST -PAC 8 CASCADE DOOR 1-3/8110 PEI z _ � 3 013 A 1 BATH #2 2'-6" 8'-0' RH WEST -PAC CASCADE DOOR 1-3/81 W20 d 0.o 0 z 012 A 1 BEDROOM#2 2'-V 8'-0' RH WEST -PAC CASCADE DOOR 1-3/81 W20 0 N w 010 A 1 LOFT 6'-0' 8'-0' BI -PASS ANDERSEN ANDERSEN 100 SERIES I2PANEL SLIDER a a D 016 A 1 MASTER BATH 2'-0' 8'-0' LH WEST -PAC CASCADE DOOR 1-3/81 W20 d M a ul F 011 B 1 BEDROOM #1 2'-6" 8'-0' LH WEST -PAC CASCADE DOOR 1-3/81 P80 z z 007 C 1 LAUNDRY T -O" 8'-0' RH WEST -PAC CASCADE DOOR 1-3/81 W20 007 D 1 LAUNDRY T -O" 8'-0' LH WEST -PAC CASCADE DOOR 1-3/81 W20 I I I I I I I I I I 017 D 1 MASTER BEDROOM 3'-0' 8'-0' LH WEST -PAC CASCADE DOOR 1-3/81 W20 I I I I I 012E 1 BEDROOM #2 6'-0' 8'-0' BI -PASS WEST -PAC CASCADE DOOR 1-3/81180 017 F 1 MASTER BEDROOM 2'-6" 8'-0' RH-INSWING ANDERSEN FULL LITE- PANEL STYLE#102 AEHID3080 STRAIGHTLINE GLASS PANEL DOOR SCHEDULE& 020 G 1 CLOSET 3'-0' 6-8" SLIDING WEST -PAC CASCADE DOOR 1-3/81 W20 PROFILE 011 H 1 BEDROOM #1 2'-6" 8'-0' POCKET WEST -PAC CASCADE DOOR 1-3/81 W20 6 A.16 ♦SII City Of �7�Iheatdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500W.29th Ave. Wheat Ridge,CO 80033-8001 P: 303.235.2846 F: 303.235.2857 February 3, 2021 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 10251 and 10317 West 32" Avenue 3200 3203 3215 3224 3227 3239 3248 3263 3272 3275 3287 and 3296 Hillside Drive CURRENT ADDRESS: Vacant Land • Tract/Key: 50, Section: 28, Parcel #: 39-281-00-022 • Tract/Key: 59, Section: 28, Parcel #: 39-281-00-026 • Tract/Key: 36, Section: 28, Parcel #: 39-281-00-027 NOTES: This is acourtesv notification. AUTHORIZED DISTRIBUTION: DA 1. Property Owner 2. Addressingpjeffco.us Jefferson County Assessor: Data Control, Lacey Baker, Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to arlene.a.vickrev(a_�usps.eov; mariamr.szasz&usps.goy; carmen.e.euarezffuepe.gov; theresa.a.krafI&j sps.eov, Jennifer.m.sanchez&usps.eov 6. Xcel Energy, jacob.van.laere&xcelenergv.com 7. Century Link, Aaron.KellerpCenturvlink.COm 8. Comcast, scott moore&cable.comcmt.com 9. Consolidated Mutual Water Company: engineerinp&cmwc.net 10. Westridge Sanitation District kdahhiZdwestrideesan.comcmtbiz.net 11. Fire Dep[s: plameview&westmetrofire.org 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.ci.wheatridge.co.us Vicinity Map Hill.Hill 263^s = / i /3248 `3M Hills de Dr may$ 3, 239 Hillside Or �3u A/l rflr Hillsd 4' g�Jy 32l -3215tijHeD �Jef ,$V, D� W. 32nd.Ave A