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HomeMy WebLinkAbout3713 Pierce Street Unit 100Best E I nomng Solutions and Technologies Prepared By: J0, es Ortiz Staff Engineer GEOTECHNICAL ENGINEERING STUDY 3713 UNIT 100 & 101 PIERCE STREET WHEAT RIDGE, COLORADO 80033 PROJECT NUMBER 21-1141 JUNE 7, 2021 EVISED DECEMBER 21, 2021 PREPARED FOR MR. JOSH WILLIAMS 3711 PIERCE STREET WHEAT RIDGE, COLORADO 80033 Reviewed By: � \1� David W. McDani Project Engineer I Digitally signed by David W.McDaniel David W. McDanie Date: 2021.12.21 12:36:46 -07'00' L ions: Sonoma CmW & Lakewmd, Cokrado • Nora 20 • PM1wn: 970,409.9670 • MadedBestEnaneennaUSA com Meiling: 747 Sherdan BoulevaN, Unk 2 • Lakewaod Cdomtlo 30214• Phone: 303.238.970• CHlre®BesEnaineerinoUSA.com 3113 UnK IN & 101 Pled Street B.E.S.T. Project RumCer: 11-1141 Table of Contents SURFACEDRAINAGE.........................................................................................................................................................................A SITEDEMOLITION...............................................................................................................................................................................8 DESIGN AND CONSTRUCTION SUPPORT SERVICES....................................................................................................................9 TABLE FIGURE 1—LOCATION AND SITE MAP FIGURE 2 —LOCATION OF EXPLORATORY BORING FIGURE 3 —BORING LOG FIGURE 4—LEGEND AND NOTES FIGURE 5 — SWELLCONSOLIDATION TESTING [21 LoeaBons: Summtl County 8 Lakewmd, Colorado • Psalm 26 • PM1wn: 910409.9616 • Madeh8estEnoineenncUSA com Meilirg: 747 Shentlen BoulevaN, Unit 2A • Lakewood Colomtlo 30214• Phone: 303.238.910 • OHlre®BestEncineerinoUSA.com 3713 Unft 1W& 101 PleoaStreet B.E.S.T. Prgecl NumCer: 21-1141 EXECUTIVE SUMMARY Best Engineering Solutions and Technologies, LLC (BEST) completed a geotechnical engineering study for the project located at 3713 Unit 100 & 101 Pierce Street in Wheat Ridge, Colorado. Design parameters and a discussion of geotechnical engineering considerations related to constmction of the proposed residences are included in this report. A summary of the findings includes: 1. Subsurface explorations encountered natural, medium dense, clayey sand over stiff sandy clay. Groundwater was encountered during excavation of the test boring at a depth of 14 feet and when measured 72 hours later. Fluctuations of the groundwater may occur seasonally or with precipitation events. 2. Based on the subsurface conditions encountered in the test boring and the nature of the proposed construction, we recommend the proposed structures be founded on spread footings bearing on native soils. Spread footings bearing as recommended should be designed for an allowable bearing pressure of 2,500 pounds per square foot (psf). 3. Native soils or imported structural fill are suitable for support of concrete slab -on -grade construction. 4. A representative of our office should observe the construction operations discussed in this report. 5. Protect all exposed soils from excessive drying or wetting during the construction process. 6. Detailed recommendations are made throughout this report. These must be reviewed to assure proper consideration in the design. l31 LoeaIlons: Summtl CouW & Lakewmd, Colorado • room 0 • Phone: 970,40.9670 • Ma terSestEnoineerincUSA com Meiling: 747 Shendan BoulevarE, Unk 2 •LekewvoE, Cdonxio 80214• Phone: 303.238.970. OHlre®BestEncineerinoUSA.com 3713 UnX 100& 101 Pled Street B.E.S.T. Prolecl NumCer: 21-1141 PURPOSE AND SCOPE OF WORK This report presents the results of a geotechnical engineering amity for the project located at 3713 Unit 100 & 101 Pierce Street in Wheat Ridge, Colorado. The project site is shown on Figure 1. The study was conducted to provide foundation design and support of slab -on -grade recommendations. Field exploration consisted of one exploratory boring completed to collect information on the subsurface conditions. Samples of the soils collected during the field exploration were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths, and allowable soil bearing pressures for the proposed building foundations. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residence are included in this report. PROPOSED CONSTRUCTION We understand that the proposed construction will consist of the demolition of the existing structure and construction of a duplex with a basement and attached garage. Conventional wood frame construction, with column loads expected to be low to moderate and typical of this type of structure, will be used above grade with cast -in-place concrete foundations below grade. Garage and basement floors will be slab -on -grade. Site development is expected to include sidewalk and landscaped areas. Local utilities will generally be underground, except for surface storm runoff and overhead electric. If the loadings, locations, or grading plans for the structures change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS At the time of our field exploration, the property consisted of a single-family residence. The site is bounded by residential single-family homes. The topography in the area slopes toward the north and east and is at an approximate elevation of 5,431 feet MSL. FIELD EXPLORATION The exploratory boring was drilled on April 5, 2021, approximately at the location shown on Figure 2 to evaluate the subsurface conditions. The boring was drilled using a trailer -mounted drill rig and was logged by a representative of BEST. Samples of the soils were obtained using relatively undisturbed sampling methods and the depth of the boring and samples are shown on the Boring Log, Figure 3 and Legend and Notes, Figure 4. SUBSURFACE CONDITIONS Topsoil was encountered to a depth of 1 foot. Native medium dense, clayey sand was encountered to a depth of approximately 22 feet. Stiff sandy clay was encountered to the maximum depth explored of 25 feet. The soils encountered were slightly moist to moist. Groundwater was encountered at a depth of 14 feet at the time of excavation and when measured 72 hours later. Fluctuations in the groundwater levels may occur seasonally or with precipitation events. [al LoeaIlons: Summtl County & Lakewmd, Colorado • Nam 20 • PM1wn: 970,409.9670- Ma eh8estEnoineenncUSA.com Wilira: 747 Sloendan BoulevarE, Un82A-Lake oa, Colorado 80214- Phone: 303.238.970. Oaire®BestEncineerinoUSA.com 3713 UnK 1W& 101 PierceSseet B.E.S.T. Prat c Number: 21-1141 Samples taken from the exploratory boring were retained for laboratory testing and visually classified by a project engineer. The results of the tests performed on the samples obtained from the test boring are shown on Table 1. Laboratory testing included index property tests, such as moisture content and density, water soluble sulfate, swell/consolidation testing and minus #200 sieve analysis. The testing was performed on relatively undisturbed drive samples and were in general conformance with recognized test procedures, primarily, ASTM and Colorado Department of Transportation (CDOT). FOUNDATION DESIGN RECOMMENDATIONS The native soils are suitable to support lightly to moderately loaded slab -on -grade construction. Based on the soil conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend that the structures be founded on spread footings bearing on native soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1. Footings placed on the native soils may be designed for an allowable soil bearing pressure of 2,500 pounds per square foot (pat). Based on experience it is expected that total settlement of the footings, designed and constructed as discussed in this section, would be approximately 1.5 -inches or less. Differential settlement is estimated to be approximately % to % of the total settlement. Most of this settlement will occur during the construction phase. 2. Spread footings placed on native soils should have a minimum footing width of 16 inches for continuous footings and 24 inches for isolated pads. 3. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is required by the City of Wheat Ridge. 4. Continuous foundation walls should be reinforced top and bottom to span local anomalies by assuming an unsupported length of at least 10 feet. 5. A grounding system (Ufcr Ground) may be installed where the grounding system is contained within the exterior building wall and the concrete foundation wall. This is in place of having a copper ground rod installed adjacent to the foundation wall. 6. The lateral resistance of a spread footing placed on undisturbed native soils or properly compacted granular structural fill material will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Based on the soil characteristics, the resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.50. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pounds per cubic foot (pcf). The at -rest lateral pressures on the walls can be calculated using and equivalent fluid density of 50 psf per foot of depth. The active lateral earth pressures should be calculated using an equivalent fluid density of 30 psf per foot of depth. These lateral resistance values are working values. 7. All loose or soft soils should be removed, and the footings placed on native soils or properly compacted structural fill. The disturbed surface of the native soils should be compacted prior to concrete placement. 151 lw�llons: Summtl Counry & Lakewmd, Cokrado • room 26 • PM1wn: 970,409.9676 • MatohSestEnoineennoUSA com Meiling: 747 Sheridan BoulevaN, Unk 2 • Lakewood Coloretlo 80214• Phone: 303.238.970. OHlre®BestEnaineerinoUSA.com 3113 Unit 1W& 101 PierceSVaet B.E.S.T. Prgect Number: 11-1141 8. Interior backfill should consist of onsite native soils and should be placed in uniform lifts not to exceed 10 inches thick and compacted to at least 98% of the standard Proctor (ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content. Interior backfill should extend laterally beyond the edges of the footings at a distance at least equal to the depth of the fill below the footing subgrade. Prior to the fill placement, any loose subgrade soils should be compacted. Any wet and soft subgrade soils should be removed prior to fill placement. The backfill material should be free of snow and ice, vegetation, topsoil, organics, [tush, construction debris, oversized rocks greater than 8 inches in diameter, and other deleterious material. 9. Exterior backfill may consist of the onsite native soils or imported structural fill and should be properly placed and compacted to reduce the risk of settlement and distress. Onsite backfill material placed on the exterior of the structure should be placed and compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 10. Backfill in pavement and walkway areas should also be compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content. Care should be taken when compacting around the foundation walls and underground structures to avoid damage to the structure. Hand compaction procedures may be used to prevent excessive lateral pressures from exceeding the design values. 11. Backfill in landscaped areas may consist of native onsite soils or imported structural fill. It should be placed in uniform lifts and compacted to at least 90% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 12. Utility backfill should be compacted as appropriate for the proposed surface uses (landscape, building, pavement, etc.). 13. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures, such as adjacent footings, traffic, construction materials, and equipment. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain system should be provided to prevent hydrostatic pressure buildup behind the walls. The lateral resistance values identified above assume drained conditions behind the walls and a horizontal backfill surface. Refer to the Underdmin System section for further information. Minor cracking of concrete foundation walls should be expected. 14. Based on our testing, we recommend all concrete exposed to the onsite materials meet the cement requirements for Class 0 exposure of sulfate attack on concrete as presented in ACI 318-14. Alternatively, the concrete could meet the CDOT requirements for Class 0 exposure as presented in Section 601.04 of the CDOT Standard Specifications for Road and Bridge Construction (2017). 15. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered within excavations on the site. Pumping from sumps may be utilized to control water within excavations, if necessary. BEST is available to provide further dewatering recommendations if this issue arises. 16. A BEST representative should observe all footing excavations prior to concrete placement to evaluate bearing conditions. [61 Locations: Summit County a Lakewmd, Colorado • PSNm 26 • PM1wn: 910,409.9616 • Mades3estEnoineennaUSA corn Meiling: 747 shooter Boulevato, Unit 2A •-akeeeod Colorado 80214• Phone: 303.238.910 • Oaire®BestEnaineerinoUSA.com 3713 UnK 100& 101 Pled Street B.E.S.T. Prtiecl NumCm: 21-1141 FLOOR SLABS The native soils are suitable to support lightly to moderately loaded slab-on-grade construction. To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints, which allow unrestrained vertical movement. Interior non-bearing partitions resting on floor slabs should be provided with slip joints so that, if the slabs move, the movement cannot be transmitted to the interior structure. This detail is also important for wallboards, stairways and door frames. Slip joints which will allow at least 1.5 inches of vertical movement are recommended. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized guidelines such as those of the Portland Cement Association (PCA) and American Concrete Institute (ACI). The joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. Fill placed beneath floor slabs may consist of native onsite sails, an imported structural fill, or non-expansive, predominantly granular material. The geotechnical engineer should evaluate the suitability of fill materials prior to placement. Slab performance is greatly dependent on the amount of moisture introduced to the underlying soils, which could result in potential excessive movement causing uneven slabs and cracking. Proper surface grading and foundation drain installation will help to reduce water infiltration in the sub-slab soils. Recommendations within the Surface Drainage and the Underdrain System sections below, should be followed. Recommendations provided in this section are meant to reduce the passible distress caused by slab movement but will not eliminate risk. A structurally supported floor system should be used if the owner cannot tolerate potential movement. SEISMIC CONSIDERATIONS This area of Wheat Ridge is located in Seismic Design Category "B". The soil at the foundation level has a very dense soil profile. The average soil profile in the top one-hundred feet provides an overall "stiff soil" profile, which provides a Site Class of "D". Based on the subsurface profile, site seismicity, and the anticipated ground conditions; liquefaction is not a design consideration. SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the slabon-grade during construction and after the construction has been completed. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting or drying of the excavation and underslab areas should be avoided during construction. 2. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free-draining wall backfill should be capped with approximately 2 feet of the onsite finer graded soils to facilitate surface drainage. Site drainage beyond the 10-foot zone should be designed to promote runoff and reduce infiltration. These slopes may be changed as required for handicap access points in accordance with the Americans with Disabilities Act. [7] Lwatlons: Sumna CouW & Lakewmd, Colorado • Psalm 20 • PM1wn: 970,400.9676- Ma hh8estEnnneennaUSA com Wilirg: 747 Shendan Boulevara Unit 2A - Lakewood Cdonde 80214- Phone: 303239.970 - Offire®BestEnaineerinoUSA.com 3713 UnK 1W& 101 Pled Street B.E.S.T. Prgecl heathen 21-1141 3. Xeriscaping should be considered with limited irrigation within 4 feet of the foundation walls. Roof downspouts and drains should discharge well beyond the limits of all backfill and onto splash blacks. UNDERDRAIN SYSTEM The basement level should be protected from wetting and hydrostatic pressure buildup by an interior and exterior underdmin system. In addition, any interior slabs -on grade should be protected with a plastic barrier. It is recommended that an impermeable plastic sheet be placed beneath the floor slab to reduce moisture migration through the concrete slab. The sheet should be secured to the interior of the foundation walls. A minimum one -foot side lap and at least two fact of and lap shall be provided. The underdmin system should consist of a layer of free -draining granular material with a perforated drainpipe connected to a sump pit with a drainpipe to the exterior of the residence. The gravel layer should be encased in a non -woven geotextile fabric. The free -draining granular material used in the drain system should contain less than 5% passing the No. 200 sieve, less than 30% passing the No. 4 sieve and have a maximum size of 2 inches. The drains should consist of flexible or rigid perforated drainpipe placed in the bottom of a trench and surrounded above the invert level with free -draining granular material. The free -draining gravel should extend up to the top of the footing. The drain lines should be placed at least 12 inches below the floor level and graded to sumps at a minimum slope of 0.5%. The granular underdrain system should be sloped to a sump where water can be removed by pumping. Sprayed on waterproofing should be used on the exterior of the foundation to reduce infiltration of water. The geotechnical engineer should observe the underdmin and/or water proofing prior to backfill placement. GROUNDWATER MANAGEMENT The water table lies near the proposed footing elevations; therefore, we anticipate that groundwater may be encountered during excavation and foundation construction activities. Seasonal fluctuations in precipitation may result in a temporary perched condition and actual groundwater levels may vary from what was encountered during our subsurface exploration. We recommend the site be dewatered using both an interior and exterior underdrain system as outlined above. Groundwater dewatering shall meet the current city and county regulations. Discharge shall not be allowed to cross property lines or the public Right -of -Way, unless Public Works approval is obtained for the installation of a hard -piped system within public Right -of -Way. A full groundwater management plan is beyond the scope of this report. BEST is available to assist in preparing a groundwater management plan and perforating additional studies, if necessary. SITE DEMOLITION Demolition of the existing buildings should include the removal of foundation systems and loose backfill found adjacent to the structures. Drilled piers, if encountered, should be truncated a minimum 3 feet below new foundations, slab or pavement construction elevations. All materials derived from the demolition of the structures, exterior flatwork and pavements should be removed from the site and should not be allowed for use in any on-site fills. Existing utilities and bedding to be abandoned should be completely removed. Existing 181 Locations : Summtl CouW & Lakewmd, Colorado • room 26 • Phone: 970409.9676 • MatecBestEnoineennaUSA.com Meiling: 747 Sherdan BoulevasJ, Un82A • Lakewood Colorado 80214• Phone: 303238.970 • Oahe®BestEnaineerinoUSA.com 3713 UnX 1008101 PierceSneet B.E.S.T. Prgect Nuna er: 21-1141 utilities and bedding may be abandoned in place if they do not interfere with planned development. Utilities which are abandoned in place should be properly pressure -grouted to completely fill the utility. HOMEOWNER PRECAUTIONS All new construction has an adjustment period after construction is completed. Exterior and interim observation should be performed on a regular basis. The exterior backfill should be checked for positive drainage away from the foundation. No ponding of water should be observed. Roof downspouts and splash blocks should direct water away from the foundation. The discharge of any sump should be free of blockage and discharge away from the foundation. DESIGN AND CONSTRUCTION SUPPORT SERVICES Please consider retaining BEST to provide the following services: 1. Review of the project plans and specifications for conformance with the recommendations provided in this report. 2. Observation and testing to document that the intent of this report and that the requirements of the plans and specifications are being followed during construction. 3. Identification of possible variations in subsurface conditions from those encountered in this study, so that recommendations can be re-evaluated, if needed. 4. Preparation of a shoring plan, if necessary, for the protection of adjacent structures. BEST is also available to assist the design team in preparing specifications for the geotechnical aspects of the project and performing additional studies, if necessary, to accommodate possible changes in the proposed construction. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering practices in this area for exclusive use by the client for design purposes. Copying of this report or portions of this report without the express written permission of Best Engineering Solutions and Technologies, LLC (BEST), is specifically prohibited. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon data obtained from the exploratory test boring at the locations indicated on Fig. 2, and the proposed construction. This report may not reflect subsurface variations that occur between the explorations. The nature and extent of variations across the site may not become evident until site grading and excavations are performed. If fill, soil, rock or water conditions appear to be different from those described herein, BEST should be advised at once so that a re-evaluation of the recommendations presented in this report can be made. BEST is not responsible for liability associated with interpretation of subsurface data by others. The scope of services for this project does not include any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. In addition, this study does not include determination of the presence, prevention, or possibility of mold or other biological contaminants developing in the future. If the owner is concerned about the potential for such contamination, other studies should be undertaken. M LoeaIlons: 5ummtl CouW a Lakewmd, Colorado • room 20 • PM1wn: 970,400.9670 • Ma te[SestEnoineennsUSA.com Meiling: 747 Sheridan Boulevard, Unit 24 • Lakewood, Colorado 80214• Phone: 303.238.970 • Oaire®BestEnaineerinoUSA.corn TABLE 1.1 SUMMARY OF LABORATORY TEST RESULTS PROJECT: 3713 Unit 100 & 101 Pierce Street PROJECT NO: 21-1141 LOCATION: Wheat Ridge, CO SOURCE: Field Test Boring / Lab Testing B.E.S.T. DATE: December 21, 2021 Boring Depth Sample Type (Note(PCF) Nat. Dry Density Natural ral Moist (%) ATTERBERG GRADATION Sll %weand Consolidation Additional Test Results (Note 3) 6oD DescriptionNo. LL PI % % Sand Gravel -No.4 +No.4 +No.200 -NFines -No. 200 1 4 CA 107 13 25 Cr- 0.3 WSS= 0.0 Clayey Sand 1 9 CA 112 10 20 Clayey Sand 1 14 CA 93 16 24 Clayey Sand 9 Hi. 9 NOTE I- Sample Type Bs=eeq Sample A NvmrSxmple ST•Shelby Nbe CASaafenaa Simple RM=Remaldea Sample HRHand Dave A M'Drill NOPE 2 -shear stmnam Tens Cl- U'neoofined Cemp[aawn Cd=FlmWmeGmnne wo C3•Pakd Penammeta C4 Praises Value NOTE 3- Massed ren Results TP Tabard Test PT Psalm, Rik ladmlidetleo (PC in�4m TeeanglPe/I) pH-Orefwil ws=wrh'Seontmtnames WSSWaIXr$oeWle Sulo@a SS Split Spaces Sample TABLE:I Page 1 oft Ittatlons: Summit Cwery a Laissa od,Colossi. Psalm 20. Phase: 9704089670. MaUPM,tEneinee "Sete.mm Mailing: 747 Sheridan BwlevaM. Unit 2S, a takevw4 Cnbreeb W211. PMne:303235.1Pre .OFcestiBeetEnginties ngU9 B.E.S.T. SITE MAP Project Number 21-1141 Uncatons: Summit County& leMe d, Colme]o, Psalm 20 a Phonon 9]0409.96]0 a Man0M,fl1,aineerina010.mm Melling:]4] 56erltlan BwleveM. Unit 2A, Lek d, Cubeb W211, Prone: W3.238.170 Offim@BestEnglneeringU8A.wm 1N Not to Sale Figure 1 BORING LOCATION 3713 Unit 100 & 101 Pierce Street 21.1141 LEGEND: B-1— Indicates approximate location of exploratory boring Project Number 21-1141 Locations'. Summit County B Lakewood, Colorado . Psalm 20• Phone'. 970.409.96701 m Mailing: 747 Sheridan Boulevard Unit 2A. Lakewaod, Colorado W211. Pascal 303 O n238.1770. ResexSe Enginee ngU9 B.E.S.T. I Not to Scale Figure 2 APPROXIMATE BORING ELEVATION BI 5,431' 0' 0' 10/13" 5' 5' ll/12" 0 10' (14'@ 1 k+72k/ 12/12" 15' 15 ((16' )) 14/12" 20' 20' 22/12" 25' 25' 30' 30' 35' L 35' En��neeting Lakewood Office: BORING LOG 747 Sheridan Blvd, Unit 2A Joluticns and Lakewood C080214 Technologies Project Location: DRAWN eY:IAO SCALE: 3 Unit 100 & 101 Pierce Street 3�7�11 REVIEWED BY: DWIA Viziocal: N/ATE DA: D.ce,,,,n2,,202, Hanzoetal: N/A Wheat Ridge, Colorado PROJECT No: 21_1141 FIGURE:3 TopsoiVfill Clayey Sand, loose to medium dense, brown, moist Sandy Clay, very stiff, brown, moist (0) Water Level, Time After Drilling (0=At Time ofDadling) Disturbed Sample Collected LF Undisturbed Sample CollectN X/12' Blow Cowes; Number of Blows to Drive the Sampler 12 hwhes (ASTM D-1586) 0 X )) Depth ofCaving Soils A Practical Anger Refusal NOTES: 1. The samples were collected on April 5, 2021 with a trailer mounted drill rig and 4" solid Flight auger. 2. The stratification lines represent the approximate boundary between soil types and the hansifion my gradual. 3. The boring log(s) show subsurface conditions at the dates and locations indicated, and it is not warranted that they are representative of subsurface conditions at other locations or rimes. 4. Elevations are provided by Google Earth® and are considered approximate. LEGEND&NOTES ent Engineering Lakewood ice: Geotechnical Engineering Study Solutions and 747 Sheridan Blvd, Unit 1A Technolo 'es Lakea,00d, Co 80114 Project Location: DRAWE ev: LES SCALE: 3713 Unit 100 & 101 Pierce Street REvM1 D BY; SIAE Vertical N/A DATE: Deeunrver2t,2021 Horizontal: N/A Wheat Ridge, Colorado PROJECT No: 21-1141 FIGURE: 4 Swell -Consolidation 1% 131 at 4' 3 0% q u `u a 1/ -2 0.10 1.00 10.00 Load)KSF) Swell -Consolidation Tests I A"oWu0nrng I]4]Shertdan Blvd, Unit 1A ns and Lakewood. CO 80214 Unit 100 & 101 Pierce StreetCHECKED BY: DNM Vertical NA R Ridge, CO DATE: December 21, 2021 Horizontal All work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal CodesApproved construction plans, and documents shall be on-site for all inspections.Work shall not be covered or concealed without inspection. Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical service space. The main electrical panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main breaker.Project must comply with 2018 IRC Appendix F for Radon Control Methods Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section 8109.1.1 A complete set of stamped truss manufacture drawings which have been verified by the structural engineer of record shall be on-site at time of frame inspection. Uplift connections and bearing points shall comply with the drawings. Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Minimum Ceiling height shall be Tor accordance with section 8305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with 8310 Domestic cooking exhaust equipment shall comply with code section Ml 503.1. Makeup air required M1503.6.1 exhaust systems capable of exhausting more than 400 cubic feet per minute shall be mechanically or passively provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with no fewer than one damper complying with section Ml 503.6.2 Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 depending on the application. Please provide the inspector the installation instructions at time of inspection. Bathtub and shower spaces shall comply with R307.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 Emergency Escape and Rescue Openings Shall Comply with R310 Combustion Air as required per M1701 and Chap 24 Wheai dge Coo "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable affnrf was PvprricM in erection for «vlp suburbanite. Reviewed for Zoning Compliance by therr City of wheat Ridge Planning Division ' APPROVED BY: a DATE: January IV, 2022 COMMENTS: Approved with the following conditions As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall he fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. Prior to project completion or guarding of a Ceftlficate of Occupancy, an As - Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. The first 25' ofa driveway from me existing edge ofPavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-2054615. Prior in issuance of a CO, I tri shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less from one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall he installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guamn[ee in the amount of 125% of the cost of We installation shall be required. Site plan is in conformance with approval under case PBG -21-01 al LAFFERTY/ WILLIAMS RESIDENCE d NEW TWO-FAMILY DWELLING d 0 3713 PIERCE STREET UNIT 100 & 101 03 IM WHEAT RIDGE, COLORADO 80033 in Reviewed by the City of wheat Ridge 16J, Engineering Division �•���/ APPROVED f/ BY: MAS, Development Review Engineer DATE: 01/28/2022 COMMENTS: AgmdingcertifwtionwiMlLC Is required prior to Issuance of the C.O. Permit may be ISSUED with the following conditions: 1. The Applicant shall contend the curb, gutter and sidewalk improvements along Pierce Street to bring them into conformance with current City standards. 2. Applicant hereby agrees to perform the construction of curb, gutter and sidewalk improvements and understands the Certificate of Occupancy shall be withheld until such fine as the work has been completed to the satisfaction of the City. 3. Prior to issuance of the C.O., a Grading Certification Lefler hall be required from the Engineer of Record ceNfying Mat the final grading has been completed and the dremams with added impervious surface Is in general conformance with Me City of Meet Ridge current drainage standards. 4. All roof drains and foundation doors shall be directed in such a manner so as to not negatively affect adjacent accidents. If necessary, roof drains must be connected to a pipe and drained towards the public roadway to avoid discharging now onto neighboring property. a wcerW ieenarePof the CO the deed f« t Poor Me additional Plwee Ma Row mrwWsdod Mark A. Skelsk ry, Development Review Engineer, 0112812022 THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 3)giliff"; Kelp Josh Williams 3713 Pierce Street #100.101 Wheat Ridge, CO 80033 rw@compassconstmctionmet 720.215.6492 ARCHITECT Daniel Williams, All Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnce Chessnce 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 Messnoe enver@comrast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 doanda@I226enginatering.com Digit ly signed Daniel by Dan -el Wi Iia S W I l l I a M S Date: 021.12.22 17:2019 -07100' ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC COVER SHEET Al ABBREVIATIONS A/C AIR CONDITIONING MAXIMUM BUILDING COVERAGE UPPER LINE -BECTON NO. LIN MATL MATERIAL SPEC SPECIFICATION ADJ ADJUSTABLE EXG EXISTING MAB MASONRY SPF SPRAY POLYURETHANE FOAM AFF ABOVE FINISHED FLOOR EXP EXPANSION MAX MAXIMUM SQ SQUARE ALUM ALUMINUM EXT EXTERIOR MECH MECHANICAL BHT SHEET AOR ARCHITECT OF RECORD BY THIS SECTION A28 MEZZ MEZZANINE SS STAINLESS STEEL APPROX APPROXIMATE SCHEDULE. BUILDING SECTIONS MFR MANUFACTUREfu SSD SEE STRUCTURAL DRAWINGS ARCH ARCHITECTURAL !PI FUTURE MIN MINIMUM STD STANDARD AUTO AUTOMATIC FD FLOOR DRAIN MISC MISCELLANEOUS STL STEEL ATTIC ELECTRICAL SCHEMATIC FGL FIBERGLASS MR MOISTURE RESISTANT STOR STORAGE BD BOARD FF FINISHED FLOOR MIL METAL STRUCT STRUCTURAL BETH BETWEEN FIN FINISHED) BLDG BUILDING FLR FLOOR (N1 NEW TBD TO BE DETERMINED BO BOTTOM OF END FOUNDATION N NORTH TR TREAD B.O.D. BASIS OF DESIGN FOC FACE OF CONCRETE NIC NOT IN CONTRACT TEMP TEMPERED FOP FACE OF FINISH NO NUMBER TAG TONGUE AND GROOVE CF CUBIC FEET FOS FACE OF STUD NOM NOMINAL T.O. TOP OF CIP CAST -IN-PLACE FRM'G FRAMING NTS NOTTOSCALE TO BM TOP OF BEAM CJ CONTROLJOINT FT FOOT. FEET TO CONIC TOP OF CONCRETE CLOS CLOSET FTG FOOTING OC ON CENTER TO MAS TOP OF MASONRY CLG CEILING FURN FURNITURE OD OUTSIDE DIAMETER TO PLT TOP OF PLATE CUR CLEAR FURR FURRING OR OVERHEAD TO STL TOP OF STEEL CMU CONCRETE MASONRY UNIT OPP OPPOSITE TS TUBE STEEL COL COLUMN SAW GALVANIZED DEN'G OPENING TYP TYPICAL CONC CONCRETE GR GROUND FAULT INDICATOR OFCI OWNER FURNISHED/CONTRACTOR INSTALLED CONT CONTINUOUS GL GLASS OFOI OWNER FURNISHED/OWNER INSTALLED UNF UNFINISHED CPT CARPET GRAN GRANULAR UON UNLESS OTHERWISE NOTED CT CERAMICTILE GYP GYPSUM PFAB PREFABRICATED CW COLD WATER GWB GYPSUMWALLBOARD PREFIN PREFINISHED FACTORY FINISH) VCT VINYLCOATEDTILE CY CUBIC YARD PLT PLATE VERT VERTICAL HB HOSE BIB PLAM PLASTIC LAMINATE VEST VESTIBULE DBL DOUBLE HDR HEADER PLUMB PLUMBING VIE VERIFY IN FIELD DEMO DEMOUSH(EDI HDWD HARDWOOD PINT PAINT DEPT DEPARTMENT HDWR HARDWARE PLY PLYWOOD W WEST DTL DETAIL HM HOLLOW METAL PSD PER STRUCTURAL DRAWINGS WC WATER CLOSET DIA DIAMETER HORIZ HORIZONTAL WD WOOD DIM DIMENSION HVAC HEATINGNENTILATIONIAIR CONDITIONING 011 RELOCATED WH WATER HEATER DN DOWN HW HOT WATER RIS RISER WIC WALK-IN CLOSET DS DOWNSPOUT RD ROOF DRAIN WP WATERPROOFING) DW DISHWASHER IGU INSULATED GLAZING UNIT RE: REFER TO. REFERENCE WE WATER RESISTANT DWG DRAWING IN INCH REINF REINFORCE WRB WEATHER RESISTANT BARRIER INSUL INSULATION REQ REQUIRED WT WEIGHT (El EXISTING INT INTERIOR RM ROOM W/ WITH EA EACH RD ROUGH OPENING W/O WITHOUT ELEV ELEVATION JNT JOINT ELEC ELECTRICAL SCHED SCHEDULE EOR ENGINEER OF RECORD LAM LAMINATE SF SQUAREFOOT EQ EQUAL I EQUIVALENT LAV LAVATORY BHT SHEET EQUIP EQUIPMENT US POUND SIM SIMILAR V L "da Rldoe Cp_ler W 37th Ave • _t `h A e v,IN 36th PIri v; a — L W 36th N O n LOCON ATIMAP scALE:1^=a6o' 50' 200' 400' 800' N N N N d a d O SYMBOLLEGEND DOOR TAG DB REFER TO ABBREVIATIONS ON DOOR SCHEDULE WINDOW TAG WO REFER TO ABBREVIATIONS ON WINDOW SCHEDULE PROJECT DESCRIPTION THE EXISTING PROPERTY CONSISTS OF TWO LEGAL, NON -CONFORMING, STAND-ALONE DWELLING UNITS ON A SINGLE, IRREGULAR SHAPED LOT. THE FROM UNIT, 3711 PIERCE STREET, IS A WOOD FRAME HOUSE BUILT IN 1937. IT IS IN GOOD CONDITION AND IS CURRENTLY BEING RENTED AND WILL REMAIN AS -IS. THE REAR UNIT, 3711&1/2 PIERCE STREET, IS WHERE THE OWNERS JOSH WILLIAMS AND ERIN LAFFERTY CURRENTLY RESIDE. 3711&1/21S A MASONRY BLOCK HOUSE BUILT IN 1954 AND IS POOR CONDTNON. IT IS PLANNED TO BE DEMOLISHED AND REDEVELOPED INTO A NEW TWO-FAMILY DWELLING UNIT (DUPLEX) BY THE OWNERS. THE NEW DUPLEX WILL CONSIST OF A LARGER UNIT WHERE THE OWNERS PLAN TO RESIDE, AND A SMALLER UNIT TO BE USED AS A RENTAL OR INDEPENDENT FAMILY DWELLING. THE PROJECT HAS BEEN GRANTED A LOT WIDTH VARIANCE BY THE BOARD OF ADJUSTMENT: AND THE PLANNED BUILDING GROUP SITE PLAN HAS BEEN APPROVED BY ZONING, PURSUANT TO THE CASE NUMBERS BELOW: PRIOR APPROVALS CASE NUMBER BOARD OF ADJUSTMENT WA -21-03 PLANNED BUILDING GROUP PBG -21-01 LEGAL DESCRIPTION REFER TO THE IMPROVEMENT SURVEY PLAT FOR FULL LEGAL DESCRIPTION ZONING ANALYSIS ZONE DISTRICT R-3 MULTI -FAMILY DEVELOPMENT STANDARDS ALLOWED TOTAL DWELLING UNITS ON SITE 3 NEW DWELLING UNITS MAXIMUM HEIGHT BUILDINGSECTION MAXIMUM BUILDING COVERAGE UPPER LINE -BECTON NO. LIN MINIMUM LOT AREA LOWER LINE -SHEET NO. MINIMUM LOT WIDTH BUILDINGLINE MINIMUM FRONT YARD SETBACK -ELEVN UPPER LINE -EHE NO. MINIMUM SIDE YARD SETBACK 15' LOWER LINE - SHEET NO. o/ SPOT ELEVATION ON SITE X OR FOUNDATION Q" HEIGHT INDICATOR AT RESIDENCEAND ATTICS FLOOR OR SLAB r CAOUT NOT LESS THAN 5/8"TYPE X'GYPSUM BOARD, U PEIR LINE- DETAIL NO. PER R302.6 AND CODE PLANS LOWER LINE - SHEET NO. DOOR TAG DB REFER TO ABBREVIATIONS ON DOOR SCHEDULE WINDOW TAG WO REFER TO ABBREVIATIONS ON WINDOW SCHEDULE PROJECT DESCRIPTION THE EXISTING PROPERTY CONSISTS OF TWO LEGAL, NON -CONFORMING, STAND-ALONE DWELLING UNITS ON A SINGLE, IRREGULAR SHAPED LOT. THE FROM UNIT, 3711 PIERCE STREET, IS A WOOD FRAME HOUSE BUILT IN 1937. IT IS IN GOOD CONDITION AND IS CURRENTLY BEING RENTED AND WILL REMAIN AS -IS. THE REAR UNIT, 3711&1/2 PIERCE STREET, IS WHERE THE OWNERS JOSH WILLIAMS AND ERIN LAFFERTY CURRENTLY RESIDE. 3711&1/21S A MASONRY BLOCK HOUSE BUILT IN 1954 AND IS POOR CONDTNON. IT IS PLANNED TO BE DEMOLISHED AND REDEVELOPED INTO A NEW TWO-FAMILY DWELLING UNIT (DUPLEX) BY THE OWNERS. THE NEW DUPLEX WILL CONSIST OF A LARGER UNIT WHERE THE OWNERS PLAN TO RESIDE, AND A SMALLER UNIT TO BE USED AS A RENTAL OR INDEPENDENT FAMILY DWELLING. THE PROJECT HAS BEEN GRANTED A LOT WIDTH VARIANCE BY THE BOARD OF ADJUSTMENT: AND THE PLANNED BUILDING GROUP SITE PLAN HAS BEEN APPROVED BY ZONING, PURSUANT TO THE CASE NUMBERS BELOW: PRIOR APPROVALS CASE NUMBER BOARD OF ADJUSTMENT WA -21-03 PLANNED BUILDING GROUP PBG -21-01 LEGAL DESCRIPTION REFER TO THE IMPROVEMENT SURVEY PLAT FOR FULL LEGAL DESCRIPTION ZONING ANALYSIS ZONE DISTRICT R-3 MULTI -FAMILY DEVELOPMENT STANDARDS ALLOWED TOTAL DWELLING UNITS ON SITE 3 NEW DWELLING UNITS MAXIMUM HEIGHT 35' MAXIMUM BUILDING COVERAGE 40% MINIMUM LOT AREA 12,500 SF MINIMUM LOT WIDTH 100' MINIMUM FRONT YARD SETBACK 25' MINIMUM SIDE YARD SETBACK 15' MINIMUM REAR YARD SETBACK 15' PORCH ENCROACHMENT 1/3 DISTANCE TO SIDE PROPERTY (SEC 26-611) NUMBER OF STORIES NOT LESS THAN I/2" GYPSUM BOARD APPLIED TO BASEMENT RESIDENCEAND ATTICS BULK PLANE 15'/ 450 PARKING SPACES (N) DWELUNG 3713 PIERCE ST 0100 1 MIN / 2.5 MAX PER UNIT (N) DWELLING 3713 PIERCE ST 0101 1 MIN / 2.5 MAX PER UNIT (E) DWELLING 3711 PIERCE ST 1 MIN / 2.5 MAX PER UNIT SHARED Al STORMWATER NET INCREASE IN IMPERVIOUS AREA UP TO 3,000 SF CODE REFERENCES 2018 IRC - INTERNATIONAL RESIDENTIAL CODE 2018 IECC -INTERNATIONAL ENERGY CONSERVATION CODE 2020 NEC - NATIONAL ELECTRIC CODE CITY OF WHEAT RIDGE AMENDMENTS FIRE SEPARATION PROPOSED 3 31'-6" (SEE BASE PLANE ELEVATIONS) 26% 21,563 SF 61'-1 1/2" (APPROVED VARIANCE WA -21-03 ) EXISTING (OVER 251 15' MINIMUM 15' MINIMUM 5' INTO SIDE YARD SETBACK PER SITE PLAN 2 STORIES ABOVE GRADE PARTLAL, SEE PLANS SEE ELEVATIONS 6 TOTAL 1 DEDICATED (GARAGE) 2 DEDICATED (GARAGE) 1 DEDICATED 3 SHARED 2,831 SF SEE SITE PLAN IECC COMPLIANCE PRESCRIPTIVE COMPLIANCE PATH 2018 IRC CHAPTER 11 /201 IECC CHAPTER 4 tREJ REQUIRED NEW WOOD FRAMED WALLS R-20 OR 13+5 NEW CEILINGS WITH ATTICS R-49 NEW CEILINGS WITHOUTATTICS NEW THERMAL FLOORS NEW BASEMENT WALLS NEW CRAWL SPACE WALLS NEW FENESTRATION R-49 R-30, OR FILL CAVITY W/ MIN R-19 R-19, R-15 CONTINUOUS, OR 13+5 SAME AS BASEMENT U-0.30 MAX R-15 SATTS+ R-9.6 CONTINUOUS POLYISO ATTICS TO BE CONDITIONED SPACE WITHIN THERMAL ENVELOPE. MIN R-30 BATT INSULATION BETWEEN TOP CHORD OF TRUSS OR RAFTER; MIN R-20 ABOVE DECK INSULATION. ROOF / CEILING ASSEMBLIES WITH MIN R-20 ABOVE DECK INSULATION, PROVIDE MIN R-30 BATT INSULATION BETWEEN TOP CHORD OF TRUSS OR RAFTER. ROOF / CEILING ASSEMBLIES WITHOUT ABOVE - DECK INSULATION: PROVIDE R49 CLOSED CELL SPRAY POLYURETHANE FOAM (SPF) AT UNDERSIDE OF ROOF SHEATHING. R-30 CAVITY R-15 CAVITY+ R-10 CONTINUOUS R-15 CAVITY+ R-10 CONTINUOUS U-0.30 MAX SHEETINDEX REQUIRED PROPOSED (SEE WALL AND DOOR SCHEDULE) TWO-FAMILY DWELLINGS 1 -HR SEPARATION BETWEEN DWELLINGS USING SHEET Al FIRE -RESISTANCE -RATED FLOOR/CEILING & WALL UL DESIGN NUMBERS U364 & U305, FOR 1 -HR A2 ASSEMBLIES PER R302.3, R302.4 AND CODE BEARING WALLS. 1 -HR DOOR. A3 PLANS A4 DWELLING -GARAGE SEPARATION FROM NOT LESS THAN I/2" GYPSUM BOARD APPLIED TO 1/2" GYPSUM APPLIED TO ALL GARAGE WALLS, RESIDENCEAND ATTICS GARAGE SIDE, PER FII AND CODE PLANS UON FOR INCREASED FIRE -RESISTANCE. DWELLING -GARAGE SEPARATION FROM NOT LESS THAN 5/8"TYPE X'GYPSUM BOARD, 5/8" 'TYPE X'GYP$UM APPLIED TO ALL GARAGE HABITABLE ROOMS ABOVE PER R302.6 AND CODE PLANS CEILINGS. STRUCTURE(S) SUPPORTING FLOOR/CEILING NOT LESS THAN I/2" -INCH GYPSUM BOARD OR 12' GYPSUM APPLIED TO ALL GARAGE WALLS. ASSEMBLIES USED FOR SEPARATION REQUIRED EQUIVALENT INTUMESCENT PAINT OR 12" GYPSUM APPLIED BY THIS SECTION A28 TO SUPPORTING COLUMNS WITHIN GARAGE. DWELLING -GARAGE OPENING NOT LESS THAN 1 3/8" SOLID WOOD DOOR, OR 20 -MIN FIRE RATED DOORS. SEE DOOR A32 20 -MIN FIRE -RATED DOOR, PER R302.5 AND DOOR SCHEDULE. BUILDING SECTIONS SCHEDULE A34 IECC COMPLIANCE PRESCRIPTIVE COMPLIANCE PATH 2018 IRC CHAPTER 11 /201 IECC CHAPTER 4 tREJ REQUIRED NEW WOOD FRAMED WALLS R-20 OR 13+5 NEW CEILINGS WITH ATTICS R-49 NEW CEILINGS WITHOUTATTICS NEW THERMAL FLOORS NEW BASEMENT WALLS NEW CRAWL SPACE WALLS NEW FENESTRATION R-49 R-30, OR FILL CAVITY W/ MIN R-19 R-19, R-15 CONTINUOUS, OR 13+5 SAME AS BASEMENT U-0.30 MAX R-15 SATTS+ R-9.6 CONTINUOUS POLYISO ATTICS TO BE CONDITIONED SPACE WITHIN THERMAL ENVELOPE. MIN R-30 BATT INSULATION BETWEEN TOP CHORD OF TRUSS OR RAFTER; MIN R-20 ABOVE DECK INSULATION. ROOF / CEILING ASSEMBLIES WITH MIN R-20 ABOVE DECK INSULATION, PROVIDE MIN R-30 BATT INSULATION BETWEEN TOP CHORD OF TRUSS OR RAFTER. ROOF / CEILING ASSEMBLIES WITHOUT ABOVE - DECK INSULATION: PROVIDE R49 CLOSED CELL SPRAY POLYURETHANE FOAM (SPF) AT UNDERSIDE OF ROOF SHEATHING. R-30 CAVITY R-15 CAVITY+ R-10 CONTINUOUS R-15 CAVITY+ R-10 CONTINUOUS U-0.30 MAX SHEETINDEX COVER SHEET Al COVER SHEET NOTES & LEGENDS A2 NOTES & LEGENDS SITE PLANS A3 SITE& BUILDING DEMOLITION PLAN A4 SITE &GRADING PLAN AS SITE UTILITY PLAN FLOOR PLANS A14 BASEMENTFLOORPLAN A15 MAINFLOORPLAN A16 SECONDFLOORPLAN ROOF PLANS A17 ROOFPLAN ELEVATIONS A26 NORTH& SOUTH ELEVATIONS A27 EASTELEVATIONS A28 WEST ELEVATIONS A29 BULK PLANE ELEVATIONS BUILDING SECTIONS A32 BUILDING SECTIONS A33 BUILDING SECTIONS WALLSECTK)NS A34 WALL SECTIONS A35 WALL SECTIONS SCHEDULES A60 WALL SCHEDULES A61 WINDOW SCHEDULES A62 DOOR SCHEDULES ELECTRICAL PLANS & SCHEDULES E1 BASEMENT ELECTRICAL SCHEMATIC E2 MAIN FLOOR ELECTRICAL SCHEMATIC E3 SECOND FLOOR ELECTRICAL SCHEMATIC E4 ATTIC ELECTRICAL SCHEMATIC GENERALNOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS. 2. ALLWORK SHALL CONFORM TO LISTED CODE EDITIONS AND RULES AND REGULATIONS OF THE AUTHORd'V HAVING JURISDICTION, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, PROPER INSTALLATION OF ASSEMBLIES AND SYSTEMS, AND COORDINATION BETWEEN TRADES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF TEMPORARY ELEMENTS INCLUDING SHORING, SCAFFOLDING AND OTHER SYSTEMS NEEDED TO MAINTAIN A SAFE JOB SITE. 5. THE CONTRACTOR SHALL PERFORM HIGH QUALITY, PROFESSIONAL WORK. FINAL WORK SHALL BE FREE OF DEFECTS AND FINISHED SURFACES SHALL BE APPROPRIATELY PLUMB, LEVEL AND FLUSH WITH SQUARE CORNERS UON. 6. THE CONSTRUCTION DOCUMENTS DESCRIBE THE DESIGN INTENT AND SCOPE OF WORK AND SHALL BE REVIEWED IN THEIR ENTIRETY. NO CLAIMS OR FEES FOR ADDITIONAL WORK WILL BE REWARDED FOR WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS OR REASONABLY INFERRED THEREIN. 7. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD BEFORE COMMENCING WORK. B. CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS GOVERN. LARGESCALE DETAILS GOVERN OVER SMALL SCALE DRAWINGS. 9. DIMENSIONS SHOWN TO FACE OF FRAM I NG UON. 10. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PROMPTLY TO REPORT MY DISCREPANCIES OR DEVIATIONS IN THE CONSTRUCTION DOCUMENTS. 11. THE ARCHITECT SHALL HAVE THE OPPORTUNITY TO FIX ANY DISCREPANCIES OR DEVIATIONS AND HAVE REASONABLE TIME TO RESPOND TO REQUESTS FOR CLARIFICATIONS. 12. THE CONTRACTOR SHALL PROVIDE BACKING OR BLOCKING FOR ALL WALL -MOUNTED ITEMS. 13. MECHANICAL, ELECTRICAL AND PLUMBING (MEP) SCOPE IS SHOWN SCHEMATICALLY HEREIN. LICENSED PROFESSIONAL TRADES TO PROVIDE FINAL DESIGN FOR RESPECTIVE SYSTEMS AND COMPLY WITH ALL RELEVANT CODES, RULES AND REGULATIONS OF THE MUJ 14. MEP PIPES, CONDUIT, WIRING, BOXES, PANELS OR OTHER SERVICE RUNS SHALL BE FULLY CONCEALED, UON. 15. FINAL COLOR, TEXTURE OR FINISH SELECTIONS SHALL BE MADE BY THE ARCHITECTAND OWNER. 16. SUBSTITUTIONS FOR ITEMS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS SHALL BE REQUESTED IN ADVANCE AND REVIEWED BY THE OWNER AND ARCHITECT. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 px@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnoe & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@1226engineering.com ' 02 PERMIT RESUBMITTAL I 112/2221 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC NOTES & LEGENDS N N N a K O U O m z rc a a z 0 m w 2 �W ------------- LJ I I I NEIGHBORING PROPERTY SITE DEMOLITION LEGEND: NEIGHBORING PROPERTY DEMOLITION NOTES: k_ _ _ _ — _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ II (E) GRAVEL DRIVE TO BE REMOVED FOR UTILITIES, REPLACED WITH NEW FIRE ACCESS DRIVE PER SITE PLAN E] (E)COENTRANCE DRIVE TO BE I REMOVEDVED FOR UTILITIES, REPLACED I WITH CDOT M609-1 TYPE 2 ENTRANCE II I I II 1 1 II (E) CONIC (DEMO) 1(E) SHED (DEMI 161 sq It 1 I I 1 123 sq it 1 I \ �LL C7 I (E)3711 PIERCE (TO REMAIN) I 923 sq ft 1 (E) HOUSE (DEMO) 1 1 I REMOVE 1 1 236 sq ft 1 1 I r CHAINLINK FENCE 1 1 I 1 // L REMOVE I/ F I I 'I I(E)FENCETO DISEASED TREEI/ 1 1 I ,I IBE REPLACED I WELL 11PLANTER ' 1 1 IFA 1 'i NEIGHBORING PROPERTY F n —.ubl (E)DECK (DEMD)_ _— hl ✓, azx eon /� REMOVE DISEASED TREE�I I I I I I L 1 / i R � v � (E) SHEDS TO REMAIN (E) HEDz aln -77 NEIGHBORING PROPERTY SITE DEMOLITION PLAN rLrL.r --- L_ SCALE r =10' 1' 5' 10' 20' NEIGHBORING PROPERTY I I (E)SIDEWALK CURB AND GUTTER TO BE REMOVED AND NEW S'SIDEWALK. PER COOT M6W-1 I I I I I I I I w I � w 0 I w_ I o I I I I I I I I I I I I I THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 A�Kelr Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 GUTTER STRUCTURAL: Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112/22/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC �J SHEET TITLE: SITE & BUILDING DEMOLITION PLAN 1 A3 1. FULL -BUILDING DEMOLITION AND DISPOSAL REQUIREMENTS TO BE COORDINATED WITH THE AHJ. PROPERTY LINE 2. CONTRACTOR TO NOTIFYARCHITECT/ENGINEER PROMPTLY IF CONDITIONS ARE UNCOVERED THAT IMPACT DEMOLITION, SETBACKS, ELEVATIONS, PLAN LAYOUTS OR ASSEMBLIES. EXISTING FENCE 3. CONTRACTOR$HALL BE RESPONSIBLE FOR TEMPORARY SHORING DURING DEMOLITION AND CONSTRUCTION. BUILDING OR SITE ELEMENTS 4. BUILDING FOOTPRINT CALCULATED FROM FACE OF EXTERIOR WALL. TO BE REMOVED S. DECREASE IN IMPERVIOUS SITE SURFACE AREAAS SHOWN. SEE SITE PLAN FOR NET INCREASE TABULATION. BUILDING OR SITE ELEMENTS 6. EXISTING FENCE TO REMAIN UNLESS OTHERWISE NOTED TO REMAIN 7. EXISTING SEWER AND WATER TO BE VACATED, SEE UTILITY PLANS FOR NEW UTILITIES. 8. ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL TO BE REMOVED IN AREAS BELOW NEW SLABS AND FOOTINGS. REFER TO STRUCTURAL AND GEOTECHNICAL NOTES FOR SOIL PREP. k_ _ _ _ — _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ II (E) GRAVEL DRIVE TO BE REMOVED FOR UTILITIES, REPLACED WITH NEW FIRE ACCESS DRIVE PER SITE PLAN E] (E)COENTRANCE DRIVE TO BE I REMOVEDVED FOR UTILITIES, REPLACED I WITH CDOT M609-1 TYPE 2 ENTRANCE II I I II 1 1 II (E) CONIC (DEMO) 1(E) SHED (DEMI 161 sq It 1 I I 1 123 sq it 1 I \ �LL C7 I (E)3711 PIERCE (TO REMAIN) I 923 sq ft 1 (E) HOUSE (DEMO) 1 1 I REMOVE 1 1 236 sq ft 1 1 I r CHAINLINK FENCE 1 1 I 1 // L REMOVE I/ F I I 'I I(E)FENCETO DISEASED TREEI/ 1 1 I ,I IBE REPLACED I WELL 11PLANTER ' 1 1 IFA 1 'i NEIGHBORING PROPERTY F n —.ubl (E)DECK (DEMD)_ _— hl ✓, azx eon /� REMOVE DISEASED TREE�I I I I I I L 1 / i R � v � (E) SHEDS TO REMAIN (E) HEDz aln -77 NEIGHBORING PROPERTY SITE DEMOLITION PLAN rLrL.r --- L_ SCALE r =10' 1' 5' 10' 20' NEIGHBORING PROPERTY I I (E)SIDEWALK CURB AND GUTTER TO BE REMOVED AND NEW S'SIDEWALK. PER COOT M6W-1 I I I I I I I I w I � w 0 I w_ I o I I I I I I I I I I I I I THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 A�Kelr Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 GUTTER STRUCTURAL: Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112/22/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC �J SHEET TITLE: SITE & BUILDING DEMOLITION PLAN 1 A3 SITE LEGEND: SITE NOTES: BUILDING COVERAGE 90' r t BUILDING SITE RATIO (%) _ — — — — — — — — — — (N)CONC APRON 870 sq h — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NET INCREASE - IMPERVIOUS (SF) PROPERTY LINE 1. REFER TO SITE IMPROVEMENT PLAT FOR EXISTING CONTOURS& ADDITIONAL SITE INFORMATION. (N) DUPLEX DWELLING - UNIT #1 2,344 BUILDING COVERAGE( NEW+EX'G) 5,610 26% (N) DWELLING UNIT#100 2,344 [ EXISTING FENCE 2% MIN 169' a6-188--i O 188'- " (N) COVERED PORCH FRONT 251 CONCRETE ENTRANCE DRIVE + 1,929 9% (N) CONIC APRON @ GARAGE 849 W 2. REFER TO GEOTECHNICAL ENGINEERING STUDY FOR SOILS ANALYSIS AND RECOMMENDATIONS (N) COVERED DECK BACK 703 GARAGEAPRON EX'GRAILROAD TIE EDGING (N) CONIC SLAB @ EAST PORCH 156 — [ NEW FENCE INCLUDING PERIMETER FOUNDATION DRAINS. w0000ELN�N �y GRAVEL DRIVE & PARKING 3,180 15% 93q% UNIT 101 GARAGE PARK'G 3. SEE BULK PLANE ELEVATIONS FOR BULK PLANE ANALYSIS. (N) DUPLEX DWELLING - UNIT #2 821 GRASS & PLANTINGS 10,164 47% (N) DWELLING UNIT #101 821 ----- SETBACKS TO I (N) COVERED PORCH FRONT 137 GRAVEL/ STONE HARDSCAPE 558 2.5% (N) CONIC SLAB @ NORTH PORCH 109 CONCRETE SLAB AS NOTED 4. CORNER ELEVATIONS AND CONTOVIDED O RELATIVE TO MENT FINISHED FLOORAT NEW DWELLING (3]13 PIERCE UNIT 100)AND DATUM PROVIDED ON IMPROVEMENT SURVEY PLAT. N COVERED PORCH BACK ( ) 72 NEW DEDICATED ROW 122 .5 % N CONIC SLAB WEST PORCH ( ) @ 72 0 PERMEABLE GRAVEL 5. PUBLIC AND PRIVATE UTILITIES TO BE LOCATED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES OR (E) SINGLE FAMILY HOUSE - UNIT #3 923 TOTAL SITE AREA 219563 SF TOTALADDED: 49351 0 PERMEABLE SITE LANDSCAPING DIGGING. (E) SHED 1 296 (N) PAVER OVER WO FRM'O_ 6. NEW GRADING IS SHOWN SCHEMATICALLY. CONTRACTOR TO CONFIRM THE FOLLOWING FINISHED GRADES: (E) SHED 2 63 PARKING SPACES (E) YARD - GRASS & PLANTING AREA (E) HOUSE TO BE DEMO'D 1,236 0 NEW WOOD DECKING TO REMAIN. REGRADE AS NOTED (E) SHED TO BE DEMO'D 123 • AT PERMEABLE SURFACES FINAL GRADING SHALL DRAIN SURFACE WATER AWAY FROM FOUNDATIONS AT TOTAL BUILDING COVERAGE 5,610 SF (E) CONIC WALKWAY TO BE DEMO'D 161 1.3Y TO 2.14 WEST A MINIMUM SLOPE OF 6" WITHIN THE FIRST 10' FROM FOUNDATIONS. R0 (N) DWELLING UNIT #1 2 (GARAGE) • IMPERVIOUS SURFACES SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM BUILDING WITHIN IYOF THE TOTAL DWELLING UNITS 3 (N) DWELLING UNIT #2 (E) DWELLING UNIT#3 1(GARAGE) 1 TOTAL REMOVED: 1,520 87 BUILDING FOUNDATION. TOTALACRES 0.5 SHARED DRIVEWAY PARKING 3 W z 7. CONTRACTOR TO PROVIDE A CONTROLLED METHOD OF WATER DISPERSAL FROM ROOFS THAT WILL I COLLECT AND DISCHARGE ALL ROOF DRAINAGE TO THE GROUND SURFACE AT LEAST FEET FROM TOTAL SITE DENSITY(UNITSIACRE) 6 TOTAL PARKING SPACES 7 NET INCREASE IMPERVIOUS: 2,831 SF I FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. 8. HISTORIC GRADING AND DRAINAGE PATTERNS SHALL BE MAINTAINED AT PROPERTY LINES. 9. SEE CODE STUDY AND WALL ASSEMBLIES FOR REQUIRED FIRE SEPARATIONS. See pdf file 3713-100 Pierce Site Plan, drawing Site & Grading P Plan A-4 dated 1/25/22 for additional site plan comments BASE PLANE ELEVATION = -2'-7" / 18T-6" NEW GRAVELACCESS DRIVE AND PULL OUT, WITH 13'-6" MIN VERTICAL CLEARANCE i z I 90' r t — — — — _ — — — — — — — — — — (N)CONC APRON 870 sq h — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEWFENCE (E) TREE TO REMAIN in 147NR // x — ____________ _ 2% MIN 169' a6-188--i O 188'- " EXGWOODPENCE'0.8't _SOU TH TO 6..Tt NO�tTH 1 (N)3713PIERCEUNIti'1e9s— mr____ c' Ill SHARED PARKING SPACE. ITER W oCONCK (w)corvc PAD I OF PROPERTY LINE! J Ym EX'GRAILROAD TIE EDGING 0 w0000ELN�N �y (N) ROCK OREMAINATF N BASE PLANE ELEVATION = -2'-7" / 18T-6" NEW GRAVELACCESS DRIVE AND PULL OUT, WITH 13'-6" MIN VERTICAL CLEARANCE (rvI OONc s 09 sq n UNIT 100 GARAGE PARK'C (N) 3713 PIERCE UNIT 100 2,344 sq it LI FLOOR AREA 1.e50sgft --- -- CON¢RERETAINING WALL RE STRUCTURAL NEW BUIL IN69ETBACK L — _ _ _ — (E) SHEDS — i' (EI SHE01 TOREMAI /- 296sgn TO REMAIN--- - (E $sgry 2_I__ (E)TREETO REMAIN NEIGHBORING PROPERTY EX'G WOOD AND .2't NORTH TO PROPERTY LINE SITE & GRADING PLAN SCALE r' =1c' 1' 5' 10' 20' ` (2) SHARED PARKING i z I 90' r t — — — — _ — — — — — — — — — — (N)CONC APRON 870 sq h — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEWFENCE in 147NR x — SODAREA. _ 2% MIN 169' a6-188--i O 188'- " 0 1 (N)3713PIERCEUNIti'1e9s— (E)PLANTERSOREMAININI ITER oCONCK (w)corvc PAD I 821�ff-_-_--__ J Y89' I w0000ELN�N (N) ROCK 93q% UNIT 101 GARAGE PARK'G VIII GARDEN 1189'-9" I I I 190. -iv X189'-11' l.1 FLOORAREA T11 sq ft (rvI OONc s 09 sq n UNIT 100 GARAGE PARK'C (N) 3713 PIERCE UNIT 100 2,344 sq it LI FLOOR AREA 1.e50sgft --- -- CON¢RERETAINING WALL RE STRUCTURAL NEW BUIL IN69ETBACK L — _ _ _ — (E) SHEDS — i' (EI SHE01 TOREMAI /- 296sgn TO REMAIN--- - (E $sgry 2_I__ (E)TREETO REMAIN NEIGHBORING PROPERTY EX'G WOOD AND .2't NORTH TO PROPERTY LINE SITE & GRADING PLAN SCALE r' =1c' 1' 5' 10' 20' ` (2) SHARED PARKING E PAIRK'G SPACES SPACE I (11YOONLSLAB NEWFENCE (PO UNIT 2 YARD - 147NR � — — SODAREA. WELL REGRADE AS NOTED (E)PLANTERSOREMAININI ITER Y89' I w0000ELN�N (N) ROCK 93q% L188 VIII GARDEN 1189'-9" I I I IgB_B" TO I (N) GOV POROF LREMAIN 6M e ft (N) PAVER OVER WO FRM'O_ I e7 sgn to (E) YARD - GRASS & PLANTING AREA all TO REMAIN. REGRADE AS NOTED EX'G WOOD FENCE z 1.3Y TO 2.14 WEST R0 �-�TFPROPERTY LINE 03 x 87 W z I I I (rvI OONc s 09 sq n UNIT 100 GARAGE PARK'C (N) 3713 PIERCE UNIT 100 2,344 sq it LI FLOOR AREA 1.e50sgft --- -- CON¢RERETAINING WALL RE STRUCTURAL NEW BUIL IN69ETBACK L — _ _ _ — (E) SHEDS — i' (EI SHE01 TOREMAI /- 296sgn TO REMAIN--- - (E $sgry 2_I__ (E)TREETO REMAIN NEIGHBORING PROPERTY EX'G WOOD AND .2't NORTH TO PROPERTY LINE SITE & GRADING PLAN SCALE r' =1c' 1' 5' 10' 20' ` (2) SHARED PARKING E PAIRK'G SPACES SPACE I (11YOONLSLAB NEWFENCE 147NR � — — EX'6- — WELL (E)PLANTERSOREMAININI ITER w0000ELN�N 93q% 1189'-9" I I 1036% C EX'G WOOD FENCE 0.7't TO 1.3't NORTF OF PROPERTY LINE 188' EX'G WOOD FENCE .04 TO 4.24 SOUTH OF PROPERTY LINE 8T z EX'G WOOD FENCE m to 29 ) y allowed swcture 188' encroachment 1/3 m into 15'setback (10' min.) Sac -26-611 185'b' qm (E)TREETO NEIGHBORING PROPERTY EX'G CHAIN LINK FENCE SIDEWALK TRANSITION TO EX'G 0.64 SOUTH OF CURBCUTATADJACENT PROPERTY LINE PROPERTY 'TYPE 2' PER C OT M-605 TO REPLACE E 'G CONIC AND \ (E) 3711 PIERCE (TO REMAIN) J� 923 sq ft WITH ROW DEDICATED I WITH PROJECT 1] NEW 5'SIDEWALK, CURB, 1 UTTER PER CDOT M-609 1 'GCONCWAL V _ REMAIN_ NEIGHBORING PROPERTY Site plan is in conformance with approval under case PBG -21-01 The fns[ 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-205-7615. Prior A issuance are CO, I mac(s) shall he planted within the front setback. In addition, no less than hveoly-five percent (25%) of the gross lot area and no less than one hundred percent (100% of the front yard shall be landscaped. EX'G SIDEWALK TRANSITION TO EX'G CURBCUTATADJACENT PROPERTY BENCHMARK 184.60, ASSUMED DATUM, SEE SURVEY All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 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 gram@ grass and tall fescue is encouraged. w C m 0 W THRESHOLDI architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstruction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Cressona Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.00m 02 PERMIT RESUBMITTALI 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SITE & GRADING PLAN IA N N N N d a d O SI I t U I ILI I Y FLAN rLrLr --- L— I SCALE r• = to• 1' 5' 10' 20' •II SITE LEGEND: — W — (N) BURIED WATER MAIN —G— (N) BURIED GAS MAIN —SS— (N) BURIED SANITARY SEWER — E — (N) UNDERGROUND ELECTRICAL SERVICE —CA— (N) UNDERGROUND CABLE, CAW, OR FIBER OPTI( 0 (E) LIGHT POLE TO REMAIN Cob (E) POWER POLE TO REMAIN GM (N)GAS METER EM (N) ELECTRICAL METER Will (N) WATER METER PIT // (N) UTILITY EASEMENT IN) ROW DEDICATION SITE UTILITY NOTES: I. PUBLIC AND PRIVATE UTILITIES TO BE LOCATED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES OR DIGGING. 2. NEW UTILITIES ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DIGGING, AND MAINTAINING REQUIRED CLEARANCES, BURIAL DEPTHS, AND SLOPE FOR DRAINAGE. 3. CONTRACTOR TO COORDINATE NEW ELECTRICAL SERVICE FEED WITH ELECTRICAL UTILITY. 4. TOPOGRAPHY, TREES AND LANDSCAPE SHOWN SCHEMATICALLY. FINAL GRADING, PLANTING AND HARDSCAPE BOUNDARIES TO BE CONFIRMED IN FIELD AND COORDINATED WITH UTILITY WORK. 5. SEE IMPROVEMENT SURVEY PLAT FOR ADDITIONAL INFORMATION. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 A�Kelr Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL I 12122/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SHEET TITLE: SITE UTILITY PLAN A5 N N N N d a d O U r I tkkI UNIT 101 RADON SYSTEM- T -FITTING IN MECH ROOM ABOVE CRAWL SPACE (DIRT) 6 MIL SHEETING [GAS AND MOISTURE RETARDER) OVER 4" GRANULAR BASE. SEE SECTIONS RADON REDUCTION SYSTEM: Subfloor Preparation I gas -permeable clean aggregate, a minimum of 4 inches thick shall be placed concrete slabs and as the No layer of crawlspaces. The aggregate shall f material that will pass through a 2 -inch sieve and be retained by a 1/4 -inch sieve. Soll-Gas-Retarder ears In the material shall be sealed or covered with additional sheeting. IF103.4.1 Floor Openings )penings around bathtubs, showers, water closets, pipes, wires or other objects that lenetrate concrete slabs, or other floor assemblies, shall be filled with a polyurethane caulk it equivalent sealant applied in accordance with the manufacturer's recommendations. \F103.4.2 Concrete Joints \II control joints, isolation joints, construction joints, and any other joints in concrete slabs 1r between slabs and foundation walls shall be sealed with a caulk or sealant. Gaps and alnts shall be cleared of loose material and filled with polyurethane caulk or other ilastomeric sealant applied in accordance with the manufacturer's recommendations. \F103.4.3 Condensate Drains :ondensate drains shall be trapped or routed trough nonperforated pipe to daylight. \F103.8 Vent Pipe Accessibility iadon vem pipes shall be accessible for future fan Installation through an able or other 1rea outside the habitable space. \F103.9 Vent Pipe Identification identified with not less than one label reed: "Radon Reduction System." pace of the dwelling and terminate not I not less Man 10 feet (3048 mm) tlioned spaces of the building that is H perforated pipe shall extend around the internal perimeter of Me space, and serve bath the foundation drainage and subslab recon control. The drain the loop shall discharge Into a sump ph had or otherwise settled lid designed to accommodate a fampowered WBSLAS DEPRESSURIZATION - T -FITTING or other floor system is installed, a "T' thing shall be Inserted below r system and the soil -gas -retarder. The IT" fill shall be connected to pe. 2 A35 3 A35 TBASEMENT FLOOR PLAN scALE: V4" = 1•n" 1' 5' 10' 20' CRAWL DAVLIGHTSUMP HI EFFICIENCY GAS FURN & HW HEATER, INTAKE S EXHAUST THRU ROOF 1 3 � ] R-10 CONT. END INSULATION, EXTEND TO TOP OF FOOT'G rn £ N (SGG) O tA39 En EXTEND T -FITTING UNDER GAAGSL AB AS NECESSARY En E L c g TANKLE99HW O - - - - - - - - - - - - - - - - - - --_-- ____ _______________________ ____________ SUMPIRADON�STEM W4FX SL4 D01 FURNACE ECH ICAL D01 oI UNFINISHED BSMT (SOG) 0 0 INERALWOOLBATT PROVIDE 1"MIN GAPATCONC. STORAGE -------- • LARGE FORMAT TILE IN BATHROOMS AND LAUNDRY ROOMS, TYPICAL. • CARPET IN LIVING AND SLEEPING AREAS AT L2. • 3CM QUARTZ COUNTERS AND TILE BACKSPLASH IN KITCHEN, architecture WALL TAG (SEE WALL SCHEDULE FOR ASSEMBLIES) W4F% O SAMPLE W4 2X4 STUD SIZE UNIT 200 W6 2X6 STUD SIZE L AFFERTY I WILLIAMS ..X EXTERIOR WALL TYPAT .G ..G GAR RATED GE-DWEALL SEPARATION WALL RESIDENCE ..S SOUND ATTIN INSULATION SOUND BATT INSULATION BSMT EXT ..F FLOATING WALL PLAN GENERAL NORTH DEMOLITION AND NEW TWO - DOOR TAG (SEE DOOR SCHEDULE FOR DETAILS) DWELLING CONSTRUCTION 1ST DIGIT OPERATION OR TYPE 3713 Pierce Street #100-101 Vapor retarder min. 6 ml INTERIOR -SWINGING DOOR ED EXTERIOR -SWINGING DOOR Wheat Ridge, CO 80033 required R506.2.3 SLIDING DOOR BD SARNSTYLE SLIDING DOOR PD POCKET DOOR OWNER/GC BF BIFOLD DOOR GD GARAGE DOOR Josh Williams MP MULTI -PANEL DOOR PER SCHEDULE 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 2ND DIGIT #IN SERIES comction.net rw@onst 1, 2,3 etc... UNIQUE SIZE OR OTHER ]20.2155.6492.6492 3RD DIGIT SPECIAL CONDITIONS G GLAZED ARCHITECT Daniel Williams, AIA WINDOW TAG (SEE WINDOW SCHEDULE FOR DETAILS) II 3690 Pierce Street 3 1STDIGIT OPERATION OR TYPE Wheat Ridge, CO 80033 33 A AWNING UNFINISHED BSMT (SOG) 0 0 1. ALL DIMENSIONS TAKEN FROM FACE OF STUD, UNLESS OTHERWISE NOTED. 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIAL. 3. SEE WALL SCHEDULE FOR ASSEMBLIES AND FIRE RESISTANCE RATINGS. 4. ALL ROUGH -IN CONDITIONS TO BE PHOTO -DOCUMENTED AND PROVIDED TO OWNER PRIOR TO FILLING CAVITIES WITH SPF INSULATION. 5. SEPARATE ALL FOAM PLASTIC INSULATION (SPF) FROM INTERIOR SPACE WITH THERMAL BARRIER OF NOT LESS THAN 1/2" GYPSUM WALLBOARD 6. FLOOR ASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THE CODE SHOULD BE FIRE -RESISTANCE RATED, SHALL PROVIDE WITH A 10 GYPSUM WALLBOARD MEMBRANE, 5/8" WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. (IF CEILING -FLOOR ARE TJI'S, MORE THAN WEE OR LESS THAN 2X10 LUMBER THIS IS REQUIRED). ]. ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL BE FINISHED ON THE INTERIOR WITH 102" GYP BOARD. DISREGARD IF OPEN TREADS AND RISERS ARE MAINTAINED WITH NO ENCLOSED ACCESSIBLE SPACE BENEATH. 8. ROVIDE FIRE BLOCKING WITH APPROVED MATERIALS PER IRC R302A 1. IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 10', SOFFITS, DROP 8 COVE CEILINGS, BETWEEN STAIR STRINGERS, AND THE ANNULAR SPACE AROUND MATERIAL PENETRATIONS OF FLOORS AND CEILINGS. 9. DOORS OPENING BETWEEN TH E GARAG E AN D RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1 3l8" IN THICKNESS OR 20 MIN FIRE -RATED DOORS, EQUIPPED WITH THRESHOLD A SELF-CLOSING DEVICE PER DOOR SCHEDULE. 10. FIBER -CEMENT OR MOISTURE RESISTANT GLASS MAT GYPSUM SEALED WITH REDGAURD OR SIMILAR MEMBRANE TO BE USED AS SUBSTRATE FOR WALL -TILE IN TUB AND SHOWER AREAS. SAFETY GLASS REQUIRED INSINS R�H WER AREASWER AREAS 11. CONCRETE BASEMENT WALLS TO BE WATERPROOFED ON EXTERIOR SURFACE WITH ELASTIMERIC OR POLYMER -MODIFIED WATERPROOFING PER MFR INSTRUCTIONS. 12. CRAWL SPACE AND SHALLOW FROST FOOTINGS TO BE DAMPPROOFED ON EXTERIOR SURFACE WITH ASPHALT -BASED DAMPPROOFING PER MFR INSTRUCTIONS. 13, ALL NON-STRUCTURAL CONCRETE SLABS SHALL BE SEPARATED FROM PERIMETER WALLS OR OTHER BARRIERS WITH 1/2" ISOLATION OR EXPANSION STRIPS. EXTERIOR EXPANSION JOINTS TO BE SEALED WITH ELASTOMERIC CONCRETE SEALANT. STAIR NOTES:02 ague rvwme 1. FREE DESIGN BY NINGSTAT FABRIND CATOR. NGER INELEMENTS REDSHOP BE DRAWINGS T B DESIGN ED STAIR FABRICATOR. ENGINEERS POSTE DON SITES TO BE PROVIDED FOR OWNER /ARCH REVIEW, AND POSTED ON SITE FORAHJ. PROJECT NO: 20_04 2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES DRAWN BY: DW INTERIOR FINISH NOTES: CHECKED BY: DW UNIT 100 TAG NOMENCLATURE: THRESHOLD • LARGE FORMAT TILE IN BATHROOMS AND LAUNDRY ROOMS, TYPICAL. • CARPET IN LIVING AND SLEEPING AREAS AT L2. • 3CM QUARTZ COUNTERS AND TILE BACKSPLASH IN KITCHEN, architecture WALL TAG (SEE WALL SCHEDULE FOR ASSEMBLIES) • RAILING POSTS AND SUBRAIL TO BE i le x 2" POWDER COATED STEEL O SAMPLE W4 2X4 STUD SIZE UNIT 200 W6 2X6 STUD SIZE L AFFERTY I WILLIAMS ..X EXTERIOR WALL AREAS AT L2. .G ..G GAR RATED GE-DWEALL SEPARATION WALL RESIDENCE ..S SOUND ATTIN INSULATION SOUND BATT INSULATION • TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. ..F FLOATING WALL PLAN GENERAL NORTH DEMOLITION AND NEW TWO - DOOR TAG (SEE DOOR SCHEDULE FOR DETAILS) DWELLING CONSTRUCTION 1ST DIGIT OPERATION OR TYPE 3713 Pierce Street #100-101 D INTERIOR -SWINGING DOOR ED EXTERIOR -SWINGING DOOR Wheat Ridge, CO 80033 SL SLIDING DOOR BD SARNSTYLE SLIDING DOOR PD POCKET DOOR OWNER/GC BF BIFOLD DOOR GD GARAGE DOOR Josh Williams MP MULTI -PANEL DOOR PER SCHEDULE 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 2ND DIGIT #IN SERIES comction.net rw@onst 1, 2,3 etc... UNIQUE SIZE OR OTHER ]20.2155.6492.6492 3RD DIGIT SPECIAL CONDITIONS G GLAZED ARCHITECT Daniel Williams, AIA WINDOW TAG (SEE WINDOW SCHEDULE FOR DETAILS) Threshold Architecture LLC 3690 Pierce Street 3 1STDIGIT OPERATION OR TYPE Wheat Ridge, CO 80033 33 A AWNING dan.Wiliams.amh@gmail.com C CASEMENT 303.931.2114 EC EGRESS CASEMENT DH DOUBLE HUNG SURVEYOR: F FIXED 2ND DIGIT #OF SASHES Mike Chessnce 1, 2,3 etc... MAY BE MULLED OR UNITIZED Chess ice 8 Associates 4101 East Wesley Avenue, Suite #2 3RD DIGIT # IN SERIES Denver, CO 80222 .1,.2,.3 111 UNIQUE SIZE OR OTHER chessnoedenver@comcest.net 303-]22-326] GENERAL STRUCTURAL: (N) NEW WORK Dan Candor, P.E. (E) EXISTING WORK J2.26 Engineering (F) FUTURE WORK 5765 Olde Wadsworth Blvd (R) RELOCATED ITEM Arvada, CO 80002 dcanda@j226engineering.com PLAN NOTES: 1. ALL DIMENSIONS TAKEN FROM FACE OF STUD, UNLESS OTHERWISE NOTED. 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIAL. 3. SEE WALL SCHEDULE FOR ASSEMBLIES AND FIRE RESISTANCE RATINGS. 4. ALL ROUGH -IN CONDITIONS TO BE PHOTO -DOCUMENTED AND PROVIDED TO OWNER PRIOR TO FILLING CAVITIES WITH SPF INSULATION. 5. SEPARATE ALL FOAM PLASTIC INSULATION (SPF) FROM INTERIOR SPACE WITH THERMAL BARRIER OF NOT LESS THAN 1/2" GYPSUM WALLBOARD 6. FLOOR ASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THE CODE SHOULD BE FIRE -RESISTANCE RATED, SHALL PROVIDE WITH A 10 GYPSUM WALLBOARD MEMBRANE, 5/8" WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. (IF CEILING -FLOOR ARE TJI'S, MORE THAN WEE OR LESS THAN 2X10 LUMBER THIS IS REQUIRED). ]. ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL BE FINISHED ON THE INTERIOR WITH 102" GYP BOARD. DISREGARD IF OPEN TREADS AND RISERS ARE MAINTAINED WITH NO ENCLOSED ACCESSIBLE SPACE BENEATH. 8. ROVIDE FIRE BLOCKING WITH APPROVED MATERIALS PER IRC R302A 1. IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 10', SOFFITS, DROP 8 COVE CEILINGS, BETWEEN STAIR STRINGERS, AND THE ANNULAR SPACE AROUND MATERIAL PENETRATIONS OF FLOORS AND CEILINGS. 9. DOORS OPENING BETWEEN TH E GARAG E AN D RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1 3l8" IN THICKNESS OR 20 MIN FIRE -RATED DOORS, EQUIPPED WITH THRESHOLD A SELF-CLOSING DEVICE PER DOOR SCHEDULE. 10. FIBER -CEMENT OR MOISTURE RESISTANT GLASS MAT GYPSUM SEALED WITH REDGAURD OR SIMILAR MEMBRANE TO BE USED AS SUBSTRATE FOR WALL -TILE IN TUB AND SHOWER AREAS. SAFETY GLASS REQUIRED INSINS R�H WER AREASWER AREAS 11. CONCRETE BASEMENT WALLS TO BE WATERPROOFED ON EXTERIOR SURFACE WITH ELASTIMERIC OR POLYMER -MODIFIED WATERPROOFING PER MFR INSTRUCTIONS. 12. CRAWL SPACE AND SHALLOW FROST FOOTINGS TO BE DAMPPROOFED ON EXTERIOR SURFACE WITH ASPHALT -BASED DAMPPROOFING PER MFR INSTRUCTIONS. 13, ALL NON-STRUCTURAL CONCRETE SLABS SHALL BE SEPARATED FROM PERIMETER WALLS OR OTHER BARRIERS WITH 1/2" ISOLATION OR EXPANSION STRIPS. EXTERIOR EXPANSION JOINTS TO BE SEALED WITH ELASTOMERIC CONCRETE SEALANT. STAIR NOTES:02 ague rvwme 1. FREE DESIGN BY NINGSTAT FABRIND CATOR. NGER INELEMENTS REDSHOP BE DRAWINGS T B DESIGN ED STAIR FABRICATOR. ENGINEERS POSTE DON SITES TO BE PROVIDED FOR OWNER /ARCH REVIEW, AND POSTED ON SITE FORAHJ. PROJECT NO: 20_04 2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES DRAWN BY: DW INTERIOR FINISH NOTES: CHECKED BY: DW COPYRIGHT. Threshold Architecture LLC 1 12/22/21 DATE BASEMENT FLOOR PLAN A14 UNIT 100 • LARGE FORMAT CONCRETE TILE THROUGHOUT LEVEL I. • LARGE FORMAT TILE IN BATHROOMS AND LAUNDRY ROOMS, TYPICAL. • CARPET IN LIVING AND SLEEPING AREAS AT L2. • 3CM QUARTZ COUNTERS AND TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. • RAILING POSTS AND SUBRAIL TO BE i le x 2" POWDER COATED STEEL FLAT BAR. HANDRAIL CAP AND STAIR TREADS TO BE SOLID WOOD, OWNER TO SELECT. UNIT 200 • POLISHED CONCRETE SLAB AT Ll LANDING. • WIDE PLANK WOOD FLOORING AT STAIRWAY & LIVING & SLEEPING AREAS AT L2. • MEDIUM FORMAT TILE IN BATHROOM AND LAUNDRY CLOSET. • KITCHEN COUNTERS TBD. • TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. • SOLID WOOD CIRCULAR HANDRAIL AT STAIR. PLAN GENERAL NORTH BASEMENT SLAB TO BE TROWEL FINISHED AND LEFT EXPOSED. BASEBOARD. DOOR WINDOW CASING THROUGHOUT OWNER TO SELECT PROFILE & FINISH. • FULL -HEIGHT TILE AT VANITY WALLS & SHOWER/TUB SURROUNDS, UNLESS OTHERWISE NOTED. COPYRIGHT. Threshold Architecture LLC 1 12/22/21 DATE BASEMENT FLOOR PLAN A14 N N N N N d a d O M1 ED6 3 33 HOSE SPRINKLER MANIFOLD 3ACKFLOW PREVENTEI HOSE BI PUMP 3 3 g 3 TAG NOMENCLATURE: -+ —T I I, o I I I x I I I x [ z6/8'TYPEXGVP, I T m TAPE, MUDS PRIME l i 3- CL'G. SEE LIGHT'S PLANS FOR GARAGE y SOFFITS. UNIT101 SLOPE SLAB S• OVERALL O�.`PE STRUCT II�NERMgL ENVELOPE SEE SLEIG SECTIONS _GONG. CURB TRANSITION - - - - - - - ED4 MINISPUT INUI00R MECHANICAL PROVIDE MIN R19 I INSUL & 1/2" GYP TANKLESS Hw RADON EXHAUST UNDERSIDE OF STAIR I1 W6-iHR r II pqG II GUEST CLOS m II II II W4 OFFICE/GUEST WINDOW SEAT YM A3.2 —� ROCK GARDEN I I II II I � I GUEST BATH II II I`Y II II IV m LLO I D6 ILS HOSE BIB _4 L 4 -- C .1 EC3.1 yygX 24'-91w FOF 1 2 1 A35 33 33 0 U 2 o 's 2 A35 PIP CHASE WBS O SAMPLE W4 2X4 STUD SIZE WB 2X6 STUD SIZE ..X EXTERIOR WALL AHR 1 -HR RATED WALL ..G GARAGE -DWELLING SEPARATION WALL ..S SOUND BATT INSULATION ..F HARED PORCH ISCONCRETE BENCHICUBBV BENCH MUDROOM ENTRY FIRE -RATED ENTRY D UL DOOR PER SCHEDULE FRONT ENTRY EXTERIOR -SWINGING DOOR UNIT 101 SLIDING DOOR BD SARNSTYLE SLIDING DOOR PD ED5 w 3 A35 MAIN FLOOR PLAN +_ SCALE: VM• = 1•L• 1' 5' 10' 20' NORTH ENTRY UNIT 100 FIT —7 I I REAR PORCH GALLERY SHARED DRIVEWAY tA3M — — — — — — — — — — — — — — — — — ------- Sell II FUER INSIDE OF WALLTOALIGN II INTUMESGENT PAINT OR 112" GYP BOXOUT @ COL. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ x Z a GARAGE O UNIT 100 y I W6G SLOPE SLAB 4" OVERALL THERMAL ENVELOPE SEE BLDG SECTIONS FURR INSIDE OF ELECTRICALPANEL WALLTOALIGN WMX CHEST W8G FREEZER COAT RACK � IIPIPE CHASE MUDROOM ENTRY POWDER FRONT PORCH II I� SAI I IIII BLT -IN BENCH CUBBIES I. Wq TYP AT INT BLT -IN CABS ❑ LIVING RM ID R11 F-1 0 DROPPED BEAMS ABOVE, SEE DINING RM FOE FRONT ENTRY UNIT 100 DW FR I I KITCHEN I WINDOW WELL& IADDER. POLY COVER LL BOX POLY COVER E[ AC EQUIP u PER MECH IIII�III AC EQUIP Lr PERMECH +HOSE BIB WALL TAG (SEE WALL SCHEDULE FOR ASSEMBLIES) O SAMPLE W4 2X4 STUD SIZE WB 2X6 STUD SIZE ..X EXTERIOR WALL AHR 1 -HR RATED WALL ..G GARAGE -DWELLING SEPARATION WALL ..S SOUND BATT INSULATION ..F FLOATING WALL DOOR TAG (SEE DOOR SCHEDULE FOR DETAILS) 1STDIGIT OPERATION OR TYPE D INTERIOR -SWINGING DOOR ED EXTERIOR -SWINGING DOOR SL SLIDING DOOR BD SARNSTYLE SLIDING DOOR PD POCKET DOOR BE BIFOLD DOOR GD GARAGE DOOR MP MULTI -PANEL DOOR PER SCHEDULE 2ND DIGIT is IN SERIES 1, 2,3 etc... UNIQUE SIZE OR OTHER 3RD DIGIT SPECIAL CONDITIONS G GLAZED WINDOW TAG (SEE WINDOW SCHEDULE FOR DETAILS) 1STDIGIT OPERATION OR TYPE A AWNING C CASEMENT EC EGRESS CASEMENT DH DOUBLE HUNG F FIXED 2ND DIGIT #OF SASHES t2, 3 etc... MAY BE MULLED OR UNITIZED 3RD DIGIT # IN SERIES .1,.2,.3 etc. UNIQUE SIZE OR OTHER GENERAL (N) NEW WORK (E) EXISTING WORK (F) FUTURE WORK (R) RELOCATED ITEM PLAN NOTES: THRESHOLDI architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstnlction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessilm & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 Ecanda@1226engineering.com 11. CONCRETE BASEMENT WALLS TO BE WATERPROOFED ON EXTERIOR 1 ALL DIMENSIONS TAKEN FROM FACE OF STUD, UNLESS OTHERWISE NOTED. 2 VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIAL. PER MFR INSTRUCTIONS. 3 SEE WALL SCHEDULE FOR ASSEMBLIES AND FIRE RESISTANCE RATINGS. 17 4. ALL ROUGH -IN CONDITIONS TO BE PHOTO -DOCUMENTED AND ON EXTERIOR SURFACE WITH ASPHALT -BASED DAMPPROOFING PER PROVIDED TO OWNER PRIOR TO FILLING CAVITIES WITH SPF INSULATION. 1 5, SEPARATE ALL FOAM PLASTIC INSULATION (SPF) FROM INTERIOR SPACE WITH THERMAL BARRIER OF NOT LESS THAN 1/2" GYPSUM 7 WALLBOARD it 6. FLOOR ASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THE CODE SHOULD BE FIRE -RESISTANCE RATED, SHALL PROVIDE WITH A 1/2' EXPANSION STRIPS. EXTERIOR EXPANSION JOINTS TO BE SEALED WITH GYPSUM WALLBOARD MEMBRANE, 5/8" WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR �m FRAMING MEMBER. (IF CEILING -FLOOR ARE TJI'S, MORE THAN 80SF OR LESS THAN 2X10 LUMBER THIS IS REQUIRED). STAIR NOTES: 7. ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL BE FINISHED PERMIT RESUBMITTAL 1 ON THE INTERIOR WITH 112" GYP BOARD, DISREGARD IF OPEN TREADS ISSUE AND RISERS ARE MAINTAINED WITH NO ENCLOSED ACCESSIBLE SPACE BENEATH. A 8. ROVIDE FIRE BLOCKING WITH APPROVED MATERIALS PER IRC R302A 1. IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 10% SOFFITS, DROP & COVE CEILINGS, BETWEEN STAIR PROJECT NO: 20_04 STRINGERS, AND THE ANNULAR SPACE AROUND MATERIAL DRAWN BY: DW PENETRATIONS OF FLOORS AND CEILINGS. CHECKED BY: DW 9. DOORS OPENING BETWEEN TH E GARAG E AN D RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS OR 20 MIN FIRE -RATED DOORS, EQUIPPED WITH THRESHOLD A SELF-CLOSING DEVICE PER DOOR SCHEDULE. 10. FIBER -CEMENT OR MOISTURE RESISTANT GLASS MAT GYPSUM SEALED THRESHOLDI architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstnlction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessilm & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 Ecanda@1226engineering.com 11. CONCRETE BASEMENT WALLS TO BE WATERPROOFED ON EXTERIOR UNIT 100 SURFACE WITH ELASTIMERIC OR POLYMER -MODIFIED WATERPROOFING • LARGE FORMAT TILE IN BATHROOMS AND LAUNDRY ROOMS, TYPICAL. PER MFR INSTRUCTIONS. • CARPET IN LIVING AND SLEEPING AREAS AT L2. • 3CM QUARTZ COUNTERS AND TILE BACKSPLASH IN KITCHEN, 17 12. CRAWL SPACE AND SHALLOW FROST FOOTINGS TO BE DAMPPROOFED ON EXTERIOR SURFACE WITH ASPHALT -BASED DAMPPROOFING PER • RAILING POSTS AND SUBRAIL TO BE i lex2" POWDER COATED STEEL MFR INSTRUCTIONS. OWNER TO SELECT. 13, ALL NON-STRUCTURAL CONCRETE SLABS SHALL BE SEPARATED FROM UNIT 200 PERIMETER WALLS OR OTHER BARRIERS WITH 112" ISOLATION OR • WIDE PLANK WOOD FLOORING AT STAIRWAY & LIVING & SLEEPING EXPANSION STRIPS. EXTERIOR EXPANSION JOINTS TO BE SEALED WITH AREAS AT L2. ELASTOMERIC CONCRETE SEALANT. • KITCHEN COUNTERS TBD. • TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. STAIR NOTES: 02 PERMIT RESUBMITTAL 1 GENERAL ISSUE NAME 1. FREE NGER BE NINGSTAT BASEBOARD. DOOR WINDOW CASING THROUGHOUT OWNER TO FABRIND CATOR. DESIGN ED STAIR FABRICATOR. ENGINEERS DRAWINGS T B DESIGN BY INELEMENTS REDSHOP TO BE DON POSTE SITES PROVIDED FOR OWNER /ARCH REVIEW, AND POSTED ON SITE FORAHJ. PROJECT NO: 20_04 2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES DRAWN BY: DW INTERIOR FINISH NOTES: CHECKED BY: DW COPYRIGHT. Threshold Architecture LLC 12122/21 DATE MAIN FLOOR PLAN A15 UNIT 100 • LARGE FORMAT CONCRETE TILE THROUGHOUT LEVEL I. • LARGE FORMAT TILE IN BATHROOMS AND LAUNDRY ROOMS, TYPICAL. • CARPET IN LIVING AND SLEEPING AREAS AT L2. • 3CM QUARTZ COUNTERS AND TILE BACKSPLASH IN KITCHEN, 17 OWNER TO SELECT. • RAILING POSTS AND SUBRAIL TO BE i lex2" POWDER COATED STEEL FLAT BAR. HANDRAIL CAP AND STAIR TREADS TO BE SOLID WOOD, OWNER TO SELECT. UNIT 200 • POLISHED CONCRETE SLAB AT Ll LANDING. • WIDE PLANK WOOD FLOORING AT STAIRWAY & LIVING & SLEEPING AREAS AT L2. • MEDIUM FORMAT TILE IN BATHROOM AND LAUNDRY CLOSET. • KITCHEN COUNTERS TBD. • TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. • SOLID WOOD CIRCULAR HANDRAIL AT STAIR. PLAN GENERAL NORTH BASEMENT SLAB TO BE TROWEL FINISHED AND LEFT EXPOSED. BASEBOARD. DOOR WINDOW CASING THROUGHOUT OWNER TO SELECT PROFILE & FINISH. • FULL -HEIGHT TILE AT VANITY WALLS & SHOWER/TUB SURROUNDS, UNLESS OTHERWISE NOTED. COPYRIGHT. Threshold Architecture LLC 12122/21 DATE MAIN FLOOR PLAN A15 N N N N d a u// FU BELOW It (III FR 37'-6" BEDROOM IIII IIII II IIII IIII IIII III IIII IIII IIII III IIII 1 Ilp Ill 1111 q2g ¢ DW IIII ER/OV III III IIII IIII III III IIII IIII �� III III IIII IIII Op 0 III III LIVING IIII MW IIII III III IIII W C - --111———————ur - - - -- -sur I ------_D II 2 III IIII IIII 25/12VIF II III IIII IIII II pj III IIII IIII T—�T II =III IIII 111124"x32'ATTIC_" v ACCESS I E LNDR u se u1 ou uu 1 m Y III III III LHALLJ II III I �� III Wq IIII U� STAIR/14NDING Ills 11 BATH W4X IIII 1 3 (ABOVE) (ABOVE) UNIT 100 (ABOVE) (ABOVE) architecture WALL TAG (SEE WALL SCHEDULE FOR ASSEMBLIES) LL O W4%-iHR PROVIDED TO OWNER PRIOR TO FILLING CAVITIES WITH SPF W4 2X4 STUD SIZE > WB IIII LAFFERTY I WILLIAMS . .X EXTERIOR ..G ..G GAR RATED GE-DWEALL SEPARATION WALL RESIDENCE ..S SOUND ATTIN INSULATION SOUND BATT INSULATION 1 ..F FLOATING WALL LUMBER LESS THAN 2X10 LUMBER THIS IS REQUIRED). UNIT 200 7. ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL BE FINISHED DEMOLITION AND NEW TWO - DOOR TAG (SEE DOOR SCHEDULE FOR DETAILS) DWELLING CONSTRUCTION 1ST DIGIT OPERATION OR TYPE 3713 Pierce Street #100-101 D INTERIOR -SWINGING DOOR > ED r---------- I Wheat Ridge, CO 80033 L SLIDING DOOR PENETRATIONS OF FLOORS AND CEILINGS. w BARN -STYLE SLIDING DOOR E POCKET DOOR OWNER/GC BE BIFOLD DOOR NORTH GD GARAGE DOOR ry w MULTI -PANEL DOOR PER SCHEDULE INDOOR (CONDITIONED) 'Il OUTDOOR Wheal Ridge, CO 80033 2ND DIGIT is IN SERIES comction.net rw@onst 1, 2,3 etc... UNIQUE SIZE OR OTHER SPACE BELOW 3RD DIGIT SPACE BELOW G I ARCHITECT I I Daniel Williams, AIA WINDOW TAG II Threshold Architecture LLC EXT FRAM'G BELOW II I 3690 Pierce Street 3 1STDIGIT LL____ ______ ______ ______ 33 A _�— — -- ----------- C _— 303.931.2114 OVERFRAMED FROM FACE OF EXTERIOR OVERFRAMED@EAVE FRAM'G. SEE SECTIONS FOR CONTINUOUS AIR BARRIER @ ROOF -WALL CONNECTION 1 2 A35 33 2 A35 3 A35 SECOND FLOOR PLAN scALEa/4' = 1•n' 1' 5' 10' 20' I 33 6 3114 29'-1. 319' 2 A39 U w IINE T W4X4HR SL2-------- ----------------------------------------------- -------------- _------------- [BEAM BELOW � � O I LL CLOSET INDOOR (NON -CONDITIONED) w a WB II INSULATED SPACE AT GARAGE BELOW r I EXT FRAM'G BELOW _E _________— A33 III ] jl 1 a WESTBEDROOM SLS CLOSET ELEC CHASE LUM'G CHASE a WEST BATH EC2.1 EAST BEDROOM m�SL3 CLOSET — — —WR rt1rF HALL dl 30'x30'ATTIC TI LAUNDRY < ACCESS I D3G N ullll SOUTHBEDROOM F � STAIR h — WALK-IN CLOSET II I II I, II 1, � II II II 3f,4kk 30,2. i 3O• gua' BATH WC 3.5/12 VIE LL TAG NOMENCLATURE: THRESHOLD UNIT 100 NOTED. 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIAL. architecture WALL TAG (SEE WALL SCHEDULE FOR ASSEMBLIES) O SAMPLE PROVIDED TO OWNER PRIOR TO FILLING CAVITIES WITH SPF W4 2X4 STUD SIZE 1 WB STUD SIZE 2X6ERIFORWAALL LAFFERTY I WILLIAMS . .X EXTERIOR ..G ..G GAR RATED GE-DWEALL SEPARATION WALL RESIDENCE ..S SOUND ATTIN INSULATION SOUND BATT INSULATION 1 ..F FLOATING WALL LUMBER LESS THAN 2X10 LUMBER THIS IS REQUIRED). UNIT 200 7. ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL BE FINISHED DEMOLITION AND NEW TWO - DOOR TAG (SEE DOOR SCHEDULE FOR DETAILS) DWELLING CONSTRUCTION 1ST DIGIT OPERATION OR TYPE 3713 Pierce Street #100-101 D INTERIOR -SWINGING DOOR IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY ED EXTERIOR -SWINGING DOOR Wheat Ridge, CO 80033 SL SLIDING DOOR PENETRATIONS OF FLOORS AND CEILINGS. BD BARN -STYLE SLIDING DOOR PD POCKET DOOR OWNER/GC BE BIFOLD DOOR NORTH GD GARAGE DOOR Josh Williams MP MULTI -PANEL DOOR PER SCHEDULE 3713 Pierce Street #100-101 BASEBOARD. DOOR WINDOW CASING THROUGHOUT OWNER TO Wheal Ridge, CO 80033 2ND DIGIT is IN SERIES comction.net rw@onst 1, 2,3 etc... UNIQUE SIZE OR OTHER ]20.2155.6492.6492 3RD DIGIT SPECIAL CONDITIONS G GLAZED ARCHITECT Daniel Williams, AIA WINDOW TAG (SEE WINDOW SCHEDULE FOR DETAILS) Threshold Architecture LLC 3690 Pierce Street 3 1STDIGIT OPERATION OR TYPE Wheat Ridge, CO 80033 33 A AWNING dan.Wiliams.amh@gmail.com C CASEMENT 303.931.2114 EC EGRESS CASEMENT DH DOUBLE HUNG SURVEYOR: F FIXED 2ND DIGIT #OF SASHES Mike Chessnce 1, 2,3 etc... MAY BE MULLED OR UNITIZED Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 3RD DIGIT # IN SERIES Denver, CO 80222 .1,.2,.3 etc. UNIQUE SIZE OR OTHER chessnoedenver@comcest.net 303-722-3267 GENERAL STRUCTURAL: (N) NEW WORK Dan Canda, P.E. (E) EXISTING WORK J2.26 Engineering (F) FUTURE WORK 5765 Olde Wadsworth Blvd (R) RELOCATED ITEM Arvada, CO 80002 Ecanda@1226engineering.com PLAN NOTES: 11. CONCRETE BASEMENT WALLS TO BE WATERPROOFED ON EXTERIOR SURFACE WITH ELASTIMERIC OR POLYMER -MODIFIED WATERPROOFING PER MFR INSTRUCTIONS. N 12. CRAWL SPACE AND SHALLOW FROST FOOTINGS TO BE ROOFINGDAMPPROOFEDPER ON EXTERIOR SURFACE WITH ASPHALT -BASED DAMPPROOFING PER Q MFR INSTRUCTIONS. 13, ALL NON-STRUCTURAL CONCRETE SLABS SHALL BE SEPARATED FROM PERIMETER WALLS OR OTHER BARRIERS WITH 112" ISOLATION OR EXPANSION STRIPS. EXTERIOR EXPANSION JOINTS TO BE SEALED WITH ELASTOMERIC CONCRETE SEALANT. STAIR NOTES: 02 ague rvwme 1. FREE DESIGN BY NINGSTAT FABRIND CATOR. NGER INELEMENTS REDSHOP BE DRAWINGS T B DESIGN ED STAIR FABRICATOR. ENGINEERS POSTE DON SITES TO BE PROVIDED FOR OWNER /ARCH REVIEW, AND POSTED ON SITE FORAHJ. PROJECT NO: 20_04 2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES DRAWN BY: DW INTERIOR FINISH NOTES: CHECKED BY: DW `a7 1. ALL DIMENSIONS TAKEN FROM FACE OF STUD, UNLESS OTHERWISE UNIT 100 NOTED. 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING MATERIAL. 3. SEE WALL SCHEDULE FOR ASSEMBLIES AND FIRE RESISTANCE • LARGE FORMAT CONCRETE TILE THROUGHOUT LEVEL I. RATINGS. 4. ALL ROUGH -IN CONDITIONS TO BE PHOTO -DOCUMENTED AND PROVIDED TO OWNER PRIOR TO FILLING CAVITIES WITH SPF • CARPET IN LIVING AND SLEEPING AREAS AT L2. INSULATION. 1 5, SEPARATE ALL FOAM PLASTIC INSULATION (SPF) FROM INTERIOR SPACE WITH THERMAL BARRIER OF NOT LESS THAN 1/2" GYPSUM 7 WALLBOARD OWNER TO SELECT. 6. FLOOR ASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THE CODE SHOULD BE FIRE -RESISTANCE RATED, SHALL PROVIDE WITH A 112' GYPSUM WALLBOARD MEMBRANE, THE LOOR FLAT BAR. HANDRAIL CAP AND STAIR TREADS TO BE SOLID WOOD, MEMBRANE, EUWOODIDE OF EQUIVALENT ONTHEUNDERSIDE 1 EMB FRAMING MEMBER. ORETH N80 ARE TJI'S, MORE THAN BOSF OR LUMBER LESS THAN 2X10 LUMBER THIS IS REQUIRED). UNIT 200 7. ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS SHALL BE FINISHED ON THE INTERIOR WITH 1a- GYP BOARD. DISREGARD IF OPEN TREADS AND RISERS ARE MAINTAINED WITH NO ENCLOSED ACCESSIBLE SPACE • WIDE PLANK WOOD FLOORING AT STAIRWAY & LIVING &SLEEPING BENEATH, 1 8. ROVIDE FIRE BLOCKING WITH APPROVED MATERIALS PER IRC R302A 1. IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY 32 NOT TO EXCEED 10', SOFFITS, DROP 8 COVE CEILINGS, BETWEEN STAIR STRINGERS, AND THE ANNULAR SPACE AROUND MATERIAL PENETRATIONS OF FLOORS AND CEILINGS. • TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. 9. DOORS OPENING BETWEEN TH E GARAG E AN D RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS OR 20 MIN FIRE -RATED DOORS, EQUIPPED WITH THRESHOLD A SELF-CLOSING GENERAL DEVICE PER DOOR SCHEDULE. NORTH 10. FIBER -CEMENT OR MOISTURE RESISTANT GLASS MAT GYPSUM SEALED 11. CONCRETE BASEMENT WALLS TO BE WATERPROOFED ON EXTERIOR SURFACE WITH ELASTIMERIC OR POLYMER -MODIFIED WATERPROOFING PER MFR INSTRUCTIONS. N 12. CRAWL SPACE AND SHALLOW FROST FOOTINGS TO BE ROOFINGDAMPPROOFEDPER ON EXTERIOR SURFACE WITH ASPHALT -BASED DAMPPROOFING PER Q MFR INSTRUCTIONS. 13, ALL NON-STRUCTURAL CONCRETE SLABS SHALL BE SEPARATED FROM PERIMETER WALLS OR OTHER BARRIERS WITH 112" ISOLATION OR EXPANSION STRIPS. EXTERIOR EXPANSION JOINTS TO BE SEALED WITH ELASTOMERIC CONCRETE SEALANT. STAIR NOTES: 02 ague rvwme 1. FREE DESIGN BY NINGSTAT FABRIND CATOR. NGER INELEMENTS REDSHOP BE DRAWINGS T B DESIGN ED STAIR FABRICATOR. ENGINEERS POSTE DON SITES TO BE PROVIDED FOR OWNER /ARCH REVIEW, AND POSTED ON SITE FORAHJ. PROJECT NO: 20_04 2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES DRAWN BY: DW INTERIOR FINISH NOTES: CHECKED BY: DW `a7 UNIT 100 • LARGE FORMAT CONCRETE TILE THROUGHOUT LEVEL I. • LARGE FORMAT TILE IN BATHROOMS AND LAUNDRY ROOMS, TYPICAL. • CARPET IN LIVING AND SLEEPING AREAS AT L2. • 3CM QUARTZ COUNTERS AND TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. • RAILING POSTS AND SUBRAIL TO BE i le x 2" POWDER COATED STEEL FLAT BAR. HANDRAIL CAP AND STAIR TREADS TO BE SOLID WOOD, OWNER TO SELECT. UNIT 200 • POLISHED CONCRETE SLAB AT Ll LANDING. • WIDE PLANK WOOD FLOORING AT STAIRWAY & LIVING &SLEEPING AREAS AT L2. • MEDIUM FORMAT TILE IN BATHROOM AND LAUNDRY CLOSET. • KITCHEN COUNTERS TBD. • TILE BACKSPLASH IN KITCHEN, OWNER TO SELECT. • SOLID WOOD CIRCULAR HANDRAIL AT STAIR. PLAN GENERAL NORTH BASEMENT SLAB TO BE TROWEL FINISHED AND LEFT EXPOSED. BASEBOARD. DOOR WINDOW CASING THROUGHOUT OWNER TO SELECT PROFILE & FINISH. • FULL -HEIGHT TILE AT VANITY WALLS & SHOWER/TUB SURROUNDS, UNLESS OTHERWISE NOTED. COPYRIGHT. Threshold Architecture LLC 12122/21 DATE SECOND FLOOR PLAN A16 d O _FACE OF EXTERIOR STUD BELOW OVERFRAMED EAVES, TYPICALAT UPPER ROOFS, SEE WALL SECTIONS. tA39 naROOF PLAN scALE:1 = 1•n' 1• 5• 10' 20' ROOF NOTES: 1. PROVIDE COMPLETE CODE COMPLIANTASPHALT SHINGLE ROOFING SYSTEM INCLUDING BUT NOT LIMITED TO ARCHITECTURAL COMPOSITE SHINGLES, UNDERLAYMENT, TRIMS AND FLASHINGS. VENTS, BOOTS, COLLARS AND SEALANT TO BE COLOR -MATCHED TO SHINGLES. 2. PROVIDE MANUFACTURER AND INSTALLATION WARRANTIES FOR COMPLETE ROOFING SYSTEM, OWNER TO SELECT WARRANTY DURATION. 3. SEE WALL SECTIONS FORABOVE-DECK RIGID INSULATION AND VENTED NAIL BASE ASSEMBLIES. 4. SEE STRUCTURAL PLANS FOR NEW DECKING. 5. INSTALL VAPOR PERMEABLE AIR BARRIER BELOW RIGID INSULATION (AT ABOVE DECK -INSULATION ASSEMBLIES). AIR BARRIER SHALL LAP OVER ROOF EDGE AND CONNECT TO WRB AT WALLS. 6. INSTALL WATERPROOFING UNDERLAYMEM DIRECTLY BELOW ASPHALT SHINGLE LAYER, BUT NOT BELOW RIGID INSULATION LAYER. 7. ALL ROOF PENETRATIONS IN SHALL BE SEALED TO AIR BARRIER PRIOR TO INSTALLATION OF NAIL BASE AND SHINGLES. FINISHED CAPS AND BOOTS TO BE SEALED AGAIN AT UNDERLAYMENT LAYER. 8. ATTICS TO BE CONDITIONED SPACE. NO ATTIC VENTING REQUIRED @ THERMAL ROOFING ASSEMBLY. SOFFIT AND RIDGE VENTING SHALL PROVIDE AIR GAP AT FURRING LAYER BETWEEN RIGID (ABOVE -DECK) INSULATION AND NAIL BASE SHEATHING FOR ASPHALT SHINGLES. 9. PROVIDE CRICKETS AS SHOWN OR WHERE REQUIRED BY CODE. CRICKETS MAY BE OVERFIRAMED OR BUILT-UP W/ TAPERED INSULATION. 10. PROVIDE K -STYLE GUTTERS AT ALL DRAIN EDGES, SIZE TO BE CONFIRMED. 11. DOWNSPOUT LOCATIONS SHOWN SCHEMATICALLY. FINAL LOCATIONS TO ALIGN WITH EXTERIOR WALL CORNERS, UON. 12. PROVIDE DOWNSPOUT EXTENSIONS W/ SPLASH BLOCKS AT FINAL TERMINATIONS. 13. PER TABLE R905.1.1(2): FOR ROOF SLOPES FROM 2:12 UP TO 4:12, UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: APPLY A 19 -INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES. STARTING AT THE EAVE, APPLY 36- INCH- WIDE SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS SHALL BE 4 INCHES AND SHALL BE OFFSET BY 6 FEET. PLAN NORTH (D THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 NTrillf"; Kelp Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnce Clearance &Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 Ecanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC ROOF PLAN A17 still rXiIIIIIIIIIIIIIIIIIIIIIIIIIIII _FACE OF EXTERIOR STUD BELOW OVERFRAMED EAVES, TYPICALAT UPPER ROOFS, SEE WALL SECTIONS. tA39 naROOF PLAN scALE:1 = 1•n' 1• 5• 10' 20' ROOF NOTES: 1. PROVIDE COMPLETE CODE COMPLIANTASPHALT SHINGLE ROOFING SYSTEM INCLUDING BUT NOT LIMITED TO ARCHITECTURAL COMPOSITE SHINGLES, UNDERLAYMENT, TRIMS AND FLASHINGS. VENTS, BOOTS, COLLARS AND SEALANT TO BE COLOR -MATCHED TO SHINGLES. 2. PROVIDE MANUFACTURER AND INSTALLATION WARRANTIES FOR COMPLETE ROOFING SYSTEM, OWNER TO SELECT WARRANTY DURATION. 3. SEE WALL SECTIONS FORABOVE-DECK RIGID INSULATION AND VENTED NAIL BASE ASSEMBLIES. 4. SEE STRUCTURAL PLANS FOR NEW DECKING. 5. INSTALL VAPOR PERMEABLE AIR BARRIER BELOW RIGID INSULATION (AT ABOVE DECK -INSULATION ASSEMBLIES). AIR BARRIER SHALL LAP OVER ROOF EDGE AND CONNECT TO WRB AT WALLS. 6. INSTALL WATERPROOFING UNDERLAYMEM DIRECTLY BELOW ASPHALT SHINGLE LAYER, BUT NOT BELOW RIGID INSULATION LAYER. 7. ALL ROOF PENETRATIONS IN SHALL BE SEALED TO AIR BARRIER PRIOR TO INSTALLATION OF NAIL BASE AND SHINGLES. FINISHED CAPS AND BOOTS TO BE SEALED AGAIN AT UNDERLAYMENT LAYER. 8. ATTICS TO BE CONDITIONED SPACE. NO ATTIC VENTING REQUIRED @ THERMAL ROOFING ASSEMBLY. SOFFIT AND RIDGE VENTING SHALL PROVIDE AIR GAP AT FURRING LAYER BETWEEN RIGID (ABOVE -DECK) INSULATION AND NAIL BASE SHEATHING FOR ASPHALT SHINGLES. 9. PROVIDE CRICKETS AS SHOWN OR WHERE REQUIRED BY CODE. CRICKETS MAY BE OVERFIRAMED OR BUILT-UP W/ TAPERED INSULATION. 10. PROVIDE K -STYLE GUTTERS AT ALL DRAIN EDGES, SIZE TO BE CONFIRMED. 11. DOWNSPOUT LOCATIONS SHOWN SCHEMATICALLY. FINAL LOCATIONS TO ALIGN WITH EXTERIOR WALL CORNERS, UON. 12. PROVIDE DOWNSPOUT EXTENSIONS W/ SPLASH BLOCKS AT FINAL TERMINATIONS. 13. PER TABLE R905.1.1(2): FOR ROOF SLOPES FROM 2:12 UP TO 4:12, UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: APPLY A 19 -INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES. STARTING AT THE EAVE, APPLY 36- INCH- WIDE SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS SHALL BE 4 INCHES AND SHALL BE OFFSET BY 6 FEET. PLAN NORTH (D THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 NTrillf"; Kelp Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnce Clearance &Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 Ecanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC ROOF PLAN A17 NORTH ELEVATION I SCALE tl4' = 1'-0' d O SOUTH ELEVATION WALE: 1/4' = T-0- THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC NORTH & SOUTH ELEVATIONS A26 d O UNIT 1 ST ELEVATION SCALE tl4' = 1' EA -0' UNIT 2 EAST ELEVATION SCALE: 1/4' = T -0- )OR BASEMEN -10.-0- THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC EAST ELEVATIONS A27 SII d O UNITtl4' 2 = WT ELEVATION SCALE 1'-0'ES UNIT 1 WEST ELEVATION SCALE: 1/4' = T-0- THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION -,ROOF/ATTIC X18 -a' 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 -,ROOF/ATTIC �1814t, SECOND FLOOR 10'�4 MAIN FLOOR BASEMENT/FOUNDATIONS 10� SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC WEST ELEVATIONS OWNER/GC f U Josh Williams to 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 -,SECOND FLOOR ARCHITECT X10'-1" Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 -,ROOF/ATTIC �1814t, SECOND FLOOR 10'�4 MAIN FLOOR BASEMENT/FOUNDATIONS 10� SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC WEST ELEVATIONS N N N N d a d O n BULK PLANE ELEVATION @ EAST INTERIOR LOT LINE I SCALE tl4' = 1'-0' BULK PLANE ELEVATION @ NORTH LOT LINE SCALE: 1/4' = T-0. SEE SITE PLAN FOR BASE PLANE -,BASEMENTI FOUNDATIONS Y4X-9roA9 r_1eIgo] Y:T_FY a Jr_V Ie BASEMENT I FOUNDATIONS 1gw THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com ' 02 PERMIT RESUBMITTAL I 112122/21 ' ISSUE NAME DATE PROJECT NO: COPYRIGHT: Threshold Architecture LLC BULK PLANE ELEVATIONS A29 DORMER WINDOWS DORMER WINDOW @ INDOOR UNIT BATHROOM ROOF/ATTIC � — — — — — — — — — — — THERMAL ENVELOPE THERMAL ENVELOP NIT#101 NIT#101 SECONDFLOOR,- 10'-1� — MEP SOFFITTO BE MEP SOFFIT TO BE AIRSEALED ON GARAGE AIRSEALED ON GARAGE SIDE. PROVIDE PIPE AND _SIDEPROVIDE PIPE ANO . DUCT DUCT INSULATION OR EXTEND INSULATION OR ENVELOPE TO SO EXTEND THERMAL ENVELOPE TO SOFFIT ENVELOPE TO SOFFIT. NCONDITIONED GARAG ONDITIONED ENTR NCONDITIONED GARAG MAIN FLOOR,- ,J Lj- V2"G VERR-19 THERMAL BARRIER AT �.`4'GRANULAR BASE, TYP��� ONDITIONEDCRAWLSPAC UNOER5IDEOF STAIR �� WWWWWWON/A��R10UNIONED BINSULATIONS ✓% ,$EPARAFREO STAIR ,ONDITIONED CRAWL SPAC BASEMENT 1 FOUNDATIONS,- -10.-0" BUILDING SECTION D G SCPLEal4" = 1'-0' ROOF (ATTIC SECOND FLOOR,, MAIN FLOOR 0 FT] SGTLE 1l4' = 1'-0' BASEMENT/FOUNDATIONS n BUILDING SECTION E J scALE: v4• = 1w. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR. Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue Suite #2 Denver, CO 80222 chessnoetlenver@comcast.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineenng 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL( 12122/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC BUILDING SECTIONS acm d O ATTIC TRUSSES BY MFR 1/2" GYP BD, TAPE AND BSMTTTYP � ASPHALT COMPOSITE SHINGLE OVER ROOF MEMBRANE AND NAIL BASE SHEATHING _1112' FURRING FOR AIR GAP, PROVIDE RIDGE AND SOFFIT VENTING MIN I ABOVE DECK CONTINUOUS ROLYISO RIGID FOAMBOARD WITH GLASS MAT FACING ROOF DECK PER STRUCTURAL, APPLY _VAPOR PERMEABLE AIR BARRIER OVER SHEATHING, CONNECT TO WRB AT WALLS, TYP WIN R30 MINERAL WOOL BATT INSULATION _PLYWOOD BLOCKING TO TOP OF FOAMBOARD 2X4 OVERFRAMING IN PLANE WI DECK INSUL. THIS LOCATION ONLY _DRIP EDGE FLASHING, TYPICAL. EXTEND OVER GUTTER -ENG WD FASCIAAND SOFFIT PANEL TOP OF WALL VENT COR -A -VENT OR SIMILAR (SEE WALL SCHEDULE) BEHIND 2X LEDGER -0OUBLE TOP PLATE. TYPICAL -DROPPED WOOD PLANK CEILING SEE ELEVATIONS FOR SIDING =E STRUCTURAL FOR RAFTER CUG FRAM'G DOUGLAS FIR BEAM PER STRUCT POR CEDAR TRIM, TAIN AND SEAL DOUGLAS FIR POWDER COATED HSS STEEL BASE PLATE & DECORATIVE BRACKET MINIMUM R-20 SPF OR MINERAL WOOL BATT/ DATION WATERPROOFING CAVITY FILLED W/ R15 ML WOOL BATT INSULATION 6 MIL SHEETING [GAS AND MOISTURE RETARDER] OVER 4" GRANULAR BASE CONTINUOUS PERFORATED PIPE FOR FOUNDATION DRAINAGE AND RADON REDUCTION. RE: SOILS REPORT FOR COMPLETE UNDERDRAIN SYSTEM. n WALL SECTION - MAIN ENTRY EAST scALE: tri. n WALL SECTION - MAIN GARAGE G scALEarz' = ra' ROOF/ATTICa 18'-T 5/6" TYPE X GYPSUM BOARD SEPARATING GARAGE FROM SLEEPING ROOMSABOVE 1/2' GYPSUM BOARD SEPARATING GARAGE WALLS FROM DWELLING 1/2" ISOLATION STRIP AT MAIN FLOOR- Witt- ASEMENT/FOUNDATIONS a -10'-P �Il�llill� �1 WALL SECTION - BARN NORTH J s�ALE: tri. ra. ASPHALT COMPOSITE SHINGLE OVER ROOF MEMBRANE AND NAIL BASE SHEATHING 1 1Y2" FURRING FORAIR GAP, PROVIDE RIDGE AND SOFFIT VENTING MIN R20 ABOVE DECK CONTINUOUS POLYISO RIGID FOAMBOARD WITH GLASS MAT FACING ROOF DECK PER STRUCTURAL, APPLY VAPOR PERMEABLE AIR BARRIER OVER SHEATHING, CONNECT TO WRB AT WALLS, TYP MIN R30 MINERAL WOOL BATT INSULATION AT TRUSS /RAFTER CAVITY PLYWOOD CLEAT TO TOP OF FOAMBOARD 2X4 OUTLOOKERS LAYED FLAT TO SUPPORT SUBFASCIA. EXTEND TO RIDGE FOR CONT. FURRING /AIR GAP. DRIP EDGE FLASHING, TYPICAL. WD FASCIAAND SOFFIT PANEL OF WALL VENT COR -A -VENT OR AR (SEE WALL SCHEDULE) BEHIND DGER A'S PER STRUCT FILL JOIST CAVITY W/ MINERAL WOOL INSULATION ABOVE GARAGE MECHANICAL SOFFITS SERVING LIVING SPACE ABOVE, TO BE SEPARATED FROM GARAGE WITH 518"'TYPE X' GYP AND SEALED FOR PENETRATIONS. PROVIDE PIPE AND DUCT INSULATION OR EXTEND THERMAL BARRIER TO SOFFITS. PRESSURE TREATED PLATE OVER FOAM MUD SILL MAINTAIN 6" FROM TOP OF FOUNDATION TO FINISHED GRADE R10 FOUNDATION INSULATION, EXTEND TO TOP OF FOOTING OVER 4" GRANULAR THRESHOLDI architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnce Chessnce 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@1226engineering.com 02 PERMIT RESUBMITTAL 1 112122/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC 1 SHEET TITLE: 1 WALL SECTIONS d O ROOFIATTIC,- 18'-3' 112" GYP OVER R-19 THERMALBARRIERAT UNDERSIDE OF STAIR SEPARATING GARAGE IdF-111 BASEMENT FOUNDATIONS,- =10'-0' I scALE: tri WALL . ra' SEION - BARN SOUTH CT REFER TO WALL SECTION VA34 FOR TYPICAL ROOF ASSEMBLYABOVE r1@PII4VARF IIINre] FIRE-RESISTANT 6l8' GLASS MAT GYP SHEATHING CONNECTS TO ROOF DECK. CONTINUES TO DORMER ROOF. STRUCT FOR WALL ,KING AT ROOF LINE R-30 MINERAL WOOLAT THERMALFLOOR ASSEMBLY ASPHALT COMPOSITE SHINGLE OVER ROOF MEMBRANE AND STRUCTURAL —DECK. SEE ROOF NOTES FOR 2:12 TO 4:12 PITCHED ROOFS. R-50 CLOSED CELL SPF FOAM INSULATED ROOF -CEILING ASSEMBLY AT PORCH ROOFS OVER INDOOR SPACE. WRAP ROOF MEMBRANE OVER EDGE OF WALL, CONNECTTO WRBAT WALL — — — CONDITIONED CRAWL SPACE PROVIDE CLASS 1 VAPOR RETARDER, -OVERLAP MIN 12" @ SEAMS AND EXTEND MIN 6' UP STEM WALL, SEALAND TAPE. { 6 MIL SHEETING [GAS AND MOISTURE RETARDER] OVER 4- GRANULAR BASE CONTINUOUS PERFORATED PIPE FOR FOUNDATION DRAINAGE AND RADON REDUCTION. RE: SOILS REPORT FOR COMPLETE UNDERDRAIN SYSTEM. REFER TO WALL SECTION 11 AM FOR n WALL SECTION - PORCH WEST WALL SECTION -PORCH DOORS WEST G SCALE: tri. = ra. J scALE: tri^ = tor^ THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 N�Kel4 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@1226engineering.com 02 PERMIT RESUBMITTAL 1 112122/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC 1 SHEET TITLE: 1 WALL SECTIONS Mw SECONDFLOOR ROOF/ATTIC O N N N M d O ® A1.1 UNIT POWDER 1 2'6 -0" 3'" 4'6" ❑ WINDOW SCHEDULE 0.30 MAX Double Low -E ❑ ® TBD TBD TBD LEVEL E)(TVIEW ID DWELLING ROOM CITY WIDTH HEIGHT NOM. SILL HT EGRESS OPERATION MATERIAL U -VALUE PANES COATING TEMPERED OBSCURED MFR MODEL WEBSITE REMARKS BASEMENT/ FOUNDATIONS ® F1.1 UNIT 1 GALLERY 1 3'-0" 4'-0" 3'-0" ❑ FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD Cl ® F1.1 UNIT 1 EC1 UNIT 1 UNFINISHED BSMT 1 T -O" V61Q- T41" ® EGRESS CASEMENT TBD 0.30 MAX Double Low -E El 11TBD TBD TBD TBD ❑ TBD UNIT KITCHEN 1 4'6" (NOG) T-tr ❑ (1) CASEMENT (1) FIXED TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD Low -E ❑ ❑ TBD TBD ECi UNIT 1 (NOG) UNFINISHED BSMT 1 3'-0" 4'6ao 3'-0" ® EGRESS CASEMENT TBD 0.30 MAX Double Low -E El ElTBD Double TBD TBD ❑ TBD TBD TBD ❑ ❑ ® A2.3 UNIT WEST BEDROOM 1 5'41" 4'-0" T41" ❑ (2)AWNING TBD 0.30 MAX Double Low -E MAIN FLOOR ❑ TBD TBD TBD TBD TBD ® A2.3 UNIT EAST BEDROOM 1 5'4" 4'-0" 3'4" ❑ (2)AWNING TBD 0.30 MAX Double SECONDFLOOR ROOF/ATTIC O N N N M d O ® F2.1 UNIT 1 STAIR 1 6'6" T -O" 0" ❑ (2) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD A3.1 UNIT LIVING RM 1 7'4" 5'4" 2'4" ❑ (2) AWNING (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD mmA2.1 UNIT 100 GARAGE 1 5'4" T-0" 4'6" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® A1.1 UNIT POWDER 1 2'6 -0" 3'" 4'6" ❑ AWNING TBD 0.30 MAX Double Low -E ❑ ® TBD TBD TBD TBD ® CIA UNIT 1 GUEST BATH 1 2'6" 4'-0" 3'-0" ❑ CASEMENT TBD 0.30 MAX Double Low -E Cl ® TBD TBD TBD ❑ ® F1.1 UNIT 1 GALLERY 1 3'-0" 4'-0" 3'-0" ❑ FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD Cl ® F1.1 UNIT 1 GALLERY 1 X -O" 4'-0" 3'-0" ❑ FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD LM -E MaC2.1 ❑ TBD UNIT KITCHEN 1 4'6" 4'-0" T-tr ❑ (1) CASEMENT (1) FIXED TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD ® F2.1 UNIT 1 STAIR 1 6'6" T -O" 0" ❑ (2) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD A3.1 UNIT LIVING RM 1 7'4" 5'4" 2'4" ❑ (2) AWNING (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD mmA2.1 UNIT 100 GARAGE 1 5'4" T-0" 4'6" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® A3.2 UNIT 100 NORTH ENTRY 1 7'-0" 5'6" 1'4" ❑ (2) AWNING (1) FIXED TBD 0.30 MAX Double LM -E ® ❑ TBD TBD TBD EMEC3.1 UNIT 100 OFFICE/GUEST 1 9'-0" 4'-0" T-Dw ❑ (2) EGRESS CASEMENT (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD A2.2 UNIT 101 GARAGE 1 5'4" T-Dw 4'-0" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD A2.2 UNIT 101 GARAGE 1 5'4" T-Dw 4'-0" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD EC2.1 MC2.2 ® 1 UNIT 100 OFFICE/GUEST 1 5'-0" 4'-0" T -O" ❑ (1) AWNING (1) FIXED TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD ® A3.2 UNIT 100 NORTH ENTRY 1 7'-0" 5'6" 1'4" ❑ (2) AWNING (1) FIXED TBD 0.30 MAX Double LM -E ® ❑ TBD TBD TBD EMEC3.1 UNIT 100 OFFICE/GUEST 1 9'-0" 4'-0" T-Dw ❑ (2) EGRESS CASEMENT (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD A2.2 UNIT 101 GARAGE 1 5'4" T-Dw 4'-0" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD A2.2 UNIT 101 GARAGE 1 5'4" T-Dw 4'-0" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® EC2.1 UNIT ® 1 EC2.2 <UndeMed> <UndeMed> 1 5'-0" 4'-0" T-ir ® (1) EGRESS CASEMENT (1) FIXED TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD 1 5'4" ® A1.4 UNIT WALK-IN CLOSET 1 2'6" 4'-0" X-C ❑ AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD 3'6" 3'1" ® A1.5 UNIT WC 1 2'6" 4'-0" 3'-0" ❑ AWNING TBD 0.30 MAX Double Low -E Cl ® TBD TBD TBD ❑ (1)AWNING(1) FIXED ® A1.3 UNIT WEST BATH 1 3'-0" 3'6" 3'6" ❑ AWNING TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD TBD 0.30 MAX ® A1.4 UNIT LAUNDRY 1 3'-0" 4'-0" 3'4" ❑ AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD Double Low -E ® C1.2 UNIT 1 SOUTH BATH 1 3'-0" 4'-0" T-ir ❑ CASEMENT TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD ❑ ❑ ® A2.3 UNIT WEST BEDROOM 1 5'41" 4'-0" T41" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD TBD TBD ® A2.3 UNIT EAST BEDROOM 1 5'4" 4'-0" 3'4" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® EC2.1 UNIT EAST BEDROOM 1 5'4" 4'-D" 3'4" I❑ (1) EGRESS CASEMENT (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® EC2.1 UNIT WESTBEDROOM 1 5'4" 4'-0" 3'4" I❑ (1) EGRESS CASEMENT (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® F2.2 UNIT 1 STAIR 1 6'6" 3'6" 3'1" ❑ (2) FIXED TBD 0.30 MAX Double Low -E Cl Cl TBD TBD TBD ® A2.4 UNIT LOFT 1 7'4" 3'6" 3'6" ❑ (1)AWNING(1) FIXED TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD C3.2 UNIT 1 SOUTH BEDROOM 1 9'-0" 4'-0" 3'4" ❑ (2) CASEMENT (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD EC3.2 UNIT 1 SOUTH BEDROOM 1 9'-0" 4'-0" 3'4" ® (2) EGRESS CASEMENT (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® A2.5 UNIT2 LIVING 1 5'4" 3'4" 3'4" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD A2.5 UNIT2 BEDROOM 1 5'-0" 3'-0" T-ir ❑ (2)AWNING TBD 0.30 MAX Double LM -E ❑ ❑ TBD TBD TBD ® A2.6 UNIT2 KITCHEN/DINING 1 5'-0" 316" 316" ❑ (2)AWNING TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® A2.7 UNIT2 BATH DORMER 1 5'4" T41" 9'6" ❑ (1)AWNING(1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® A2.8 UNIT2 STAIR DORMER 1 5'-0" 3'-0" 9'6" ❑ (1) AWNING (1) FIXED TBD 0.30 MAX Double Low -E Cl ❑ TBD TBD TBD MA2.8 UNIT2 STAIR DORMER 1 5'4" 3'4" 9'6" ❑ (1) AWNING (1) FIXED TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD ® A2.8 UNIT2 STAIR DORMER 1 5'-0" 3'4" 916" ❑ (1) AWNING (1) FIXED 36 TBD 0.30 MAX Double Low -E ❑ ❑ TBD TBD TBD THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnoe 8 Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcast.net 303-722-3267 STRUCTURAL: Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL 1 112/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC WINDOW SCHEDULES BI SECOND FLOOR n D7 UNIT 101 1 GARAGE MECHANICAL 2'-8- T-0- --- ❑ Cl Non -Rated GD2 UNIT 101 1 GARAGE GARAGE 8'-0- 8'-0- --- ❑ Cl Non -Rated ❑ ❑ r PO UNIT 1 WC SOUTH BATH 2'4' T-0' --- ❑ ❑ Non -Rated ❑ ❑ I^ 1 D2 UNIT 1 WESTBEDROOM HALL 2'-8' 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ 1 1 D3 UNIT 1 1 EAST BEDROOM HALL 2'-8' 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ rr DOOR SCHEDULE UNIT 1 WEST BATH HALL THRESHOLD 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ nD3G LEVEL PLAN VIEW ID DWELLING CITY OPENS TO OPENSFROM WIDTH HEIGHT OPERATION TYPE U -VALUE TEMPERED FIRE RATED FIRE RESISTANCE BtLF CLOSING SMOKE STOP HARDWARE MANUFACTURER MODEL WEBSITE REMARKS 1 BASEMENT/ FOUNDATIONS SOUTH BEDROOM 2'-8' T-0' --- ® ❑ Non -Rated ❑ ❑ +�+ SL3 UNIT 1 WESTBEDROOM CLOSET architecture 8'-8' --- Ir� L D01 UNIT 1 1 STORAGE UNFINISHED BSMT (BOG) 2'-8' 6'-8' --- 1 ❑ ❑ Non -Rated ❑ ❑ ❑ Non -Rated ❑ D01 UNIT 1 1 MECHANICAL UNFINISHED BSMT (BOG) 2'-8' 6'-8' --- 4'-8' ❑ ❑ Non -Rated Non -Rated ❑ ❑ >^ I L UNIT2 1 BEDROOM BEDROOM 2'4' T-0' --- ❑ ❑ Non -Rated ❑ ❑ DS UNIT2 1 HALL HALL 2'4' T-0' --- ❑ ❑ Non -Rated ❑ ❑ p®, BF1 UNIT2 1 LNDRY LAFFERTY I WILLIAMS 2'-8' +�+ SL4 UNIT 1 UNFINISHED BSMT UNFINISHED BSMT(BOG) 6'-0' 6'-8' --- UNIT2 ❑ ❑ Non -Rated ❑ ❑ ❑ ❑ Non -Rated ❑ ❑ ++r (BGG) UNIT2 1 BEDROOM BEDROOM 4'-0' T-0' --- ❑ ❑ Non -Rated RESIDENCE ❑ MAIN FLOOR 11 D4 UNIT 1 POWDER MUDROOM ENTRY 2'-6- 7'-0' --- ❑ ❑ Non -Rated ❑ ❑ DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION I \ ED4 UNIT 1 1 MUDROOM ENTRY GARAGE 2'-8' T.W --- ❑ ® 20 minutes 1 1 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 ED3 UNIT 1 1 REAR PORCH NORTH ENTRY 2'-8- 7'-0- ® ❑ Non -Rated ❑ ❑ / ED2 UNIT 1 1 SHARED PORCH NORTH ENTRY X-0- 7'-0- --- ❑ ❑ Non -Rated ❑ ❑ OWNER/GC Josh Williams Y- 3]13 Pierce Street 0100-101 Wheat Ridge, CO 80033 I EDI UNIT 1 FRONTPORCH FRONT ENTRY X-0- T-8- --- ❑ ❑ Non -Rated ❑ ❑ rw@compassconstmctionoet 720.215.6492 T -II rr MP2 UNIT 1 1 REAR PORCH DINING RM 9'-0- 7'-8- -- --- 0.30 MAX ❑ ❑ Non -Rated ❑ ❑ ARCHITECT Daniel Williams, AIA r� MPI UNIT 1 1 REAR PORCH DINING RM 9'-0- 7'-8- -- --- 0.30 MAX ❑ ❑ Non -Rated ❑ ❑ Threshold Architecture LLC 3690 Pierce Street Imo! Ft ED4 UNIT2 1 MUDROOM ENTRY GARAGE 2'-8- T. --- ❑ ® 20 minutes ® ® Wheat Ridge, CO 80033 dan.Wiliams.amh@gmail.com JJl 303.931.2114 I \ ED6 UNIT2 1 REAR PORCH GARAGE 2'-8- T -O- --- ID ❑ Non -Rated ❑ ❑ 1t SURVEYOR: EDS UNIT2 1 SHARED PORCH SHARED PORCH X-0- 7'-0- --- ❑ ® 45 minutes ® ® Mike Chessnoe Chessnoe 8 Associates DS UNIT 100 1 OFFICEIGUEST GUEST BATH 2'-6- 7'-0- --- ❑ ❑ Non -Rated ❑ ❑ 4101 East Wesley Avenue, Suite #2 1 Denver, CO 80222 chessnoetlenver@comcest.net BD1 UNIT 100 1 OFFICE/GUEST GUEST CLOS 2'-6- 7'-0- --- ❑ Cl Non -Rated ❑ ❑ 303-722-3267 444 D4G UNIT 100 1 OFFICE/GUEST NORTH ENTRY 2'-8- 7'-0- --- ❑ Cl Non -Rated ❑ ❑ STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd GD1 UNIT 100 1 GARAGE <Undefined> 18'-00 8'-0- --- ❑ Cl Non -Rated ❑ ❑ Arvada, CO 80002 ticenda@I226engineering.com SECOND FLOOR n D7 UNIT 101 1 GARAGE MECHANICAL 2'-8- T-0- --- ❑ Cl Non -Rated GD2 UNIT 101 1 GARAGE GARAGE 8'-0- 8'-0- --- ❑ Cl Non -Rated ❑ ❑ r PO UNIT 1 WC SOUTH BATH 2'4' T-0' --- ❑ ❑ Non -Rated ❑ ❑ I^ 1 D2 UNIT 1 WESTBEDROOM HALL 2'-8' 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ 1 1 D3 UNIT 1 1 EAST BEDROOM HALL 2'-8' 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ rr D2 UNIT 1 WEST BATH HALL 2'-8' 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ nD3G UNIT 1 LAUNDRY HALL 2'-8' 8'-8' --- ® ❑ Non -Rated ❑ ❑ nD4G UNIT 1 1 SOUTH BATH SOUTH BEDROOM 2'-8' T-0' --- ® ❑ Non -Rated ❑ ❑ +�+ SL3 UNIT 1 WESTBEDROOM CLOSET 4'-0' 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ + �+ SL3 UNIT 1 1 EAST BEDROOM CLOSET 4'-0' 8'-8' --- ❑ ❑ Non -Rated ❑ ❑ D9 UNIT 1 1 SOUTH BEDROOM LOFT 4'-8' T-0' --- ❑ ❑ Non -Rated ❑ ❑ >^ D4 UNIT2 1 BEDROOM BEDROOM 2'4' T-0' --- ❑ ❑ Non -Rated ❑ ❑ DS UNIT2 1 HALL HALL 2'4' T-0' --- ❑ ❑ Non -Rated ❑ ❑ p®, BF1 UNIT2 1 LNDRY LNDRY 2'-8' T-0' --- ❑ ❑ Non -Rated ❑ ❑ /\ DS UNIT2 1 STAIRMNDING STAIRMNDING T-0' T-0' --- ❑ ❑ Non -Rated ❑ ❑ ++r SL2 UNIT2 1 BEDROOM BEDROOM 4'-0' T-0' --- ❑ ❑ Non -Rated ❑ ❑ 02 PERMIT RESUBMITTAL I 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW - CHECKED BY: DW COPYRIGHT: Z.p +` 5 5 5 5 p }� ° B- / 6 T.O.. 3� Threshold Architecture LLC BD1 BFI r. r. fi T 1 D01 D2 D3 D3G 1 r. 'I '6 i D4 D4G DS D7 DS D9 ED1 ED2 SHEET TITLE: 0 E�= E�= DOOR SCHEDULES Cq E 0 0 0 ILE j H i 111 11 F] m o o N 3 ED3 ED4 DOOR LEGEND ED5 ED6 GD1 GD2 MP1 MP2 PD1 SL2 SO SL4 A62 d O I CRAWL SPACE (DIRT) R302.4.2 Membrane Penetrations Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fire -resistance rating, recessed fixtures shall be installed so that the required fire - resistance rating will not be reduced. Exceptions: 1 Membrane penetrations of not more than 2 -hour fire -resistance -rated walls and panNons by steel electrical boxes that do not exceed 16 square inches (0.0103 m2) in area provided that the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645M2) in any 100 square feet (9.29M2) of wall area. The annular space between the wall membrane and the box shall not exceed t/s inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following: 1.1. By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud Cavities. 1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall Cavity is filled with cellulose loose -fill, rockwool or slag mineral Wool insulation. 1.3. By solid fireblocking in accordance with Section R302.11. 1.4. By protecting both boxes with listed putty pads. 1.5. By other listed materials and methods. 2 Membrane penetrations by listed electrical boxes of any materials provided that the boxes have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed % inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes. 2.2. By wild fireblockin9 in accordance with Section R302.11. 2.3. By protecting both boxes with listed putty pads. 2.4. By other listed materials and methods. 3 The annular space created by the penetration of a fire sprinkler provided that it is covered by a metal escutcheon plate. 4 Ceiling membrane penetrations by listed luminaires or by luminaires protected with listed materials that have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. BASEMENT ELECTRICAL PLAN SCALE:1/4- = TL- 1' 5' 10' KIM I CRAWL SPACE (BOG) FURNACE N F I I I I I I I ------------- - — r----------- 4* — ----4* I I I I LI I } All electrical shall comply with 2018 IRC and 2020 NEC D] ELECTRICAL METER AND EMERGENCY DISCONNECT r CANIESS LED DOWNLIGHT 3-0 ® O PANELBOARD CANIESS GIMBAL IED DOWNUGHT. 17 TELEPHONE LINE (FIBER OPTIC OR CABLE) Solar- Ready Provisions Per T103.9, T703.9 (RAI 01 Electrical I_ _ _ _ _ _ _ _ — — I qp ltatzov Do FLEX OUTLET solar electric installation and shall be labeled "For Future Solar W DUPLEX OUTLET& 1 USB PLUG) Electric". The reserved space shall be positioned at the opposite ------------- - — r----------- 4* — ----4* I I I I LI I } All electrical shall comply with 2018 IRC and 2020 NEC D] ELECTRICAL METER AND EMERGENCY DISCONNECT r UNFINISHED BSMT (BOG) LIGHTING LEGEND ELECTRICAL LEGEND All electrical shall comply with 2018 IRC and 2020 NEC D] ELECTRICAL METER AND EMERGENCY DISCONNECT CHANDELIER, BACKING REQUIRED CANIESS LED DOWNLIGHT 3-0 ® O PANELBOARD CANIESS GIMBAL IED DOWNUGHT. 17 TELEPHONE LINE (FIBER OPTIC OR CABLE) Solar- Ready Provisions Per T103.9, T703.9 (RAI 01 Electrical 0 CATEGORY S OUTLET (ETHERNET) service space. The main electrical panel shall have a reserved to allow installation of a dual pole circuit breaker for future qp ltatzov Do FLEX OUTLET solar electric installation and shall be labeled "For Future Solar W DUPLEX OUTLET& 1 USB PLUG) Electric". The reserved space shall be positioned at the opposite e (load) end from the input feeder location or the main breaker. qpc ABOVE COUNTER -DUPLEX OUTLET (W� WATERPROOF -DUPLEX OUTLET $' 3 -WAY SWITCH 12 SWITCHED -DUPLEX OUTLET STORAGE GROUND FAULT CIRCUIT INTERRUPTER- gpera ABOVE COUNTER UON 0.WAY SWITCH ��{{yy }P •0 22a240v OUTLET �m FLOOR OUTLET LOCATION TO BE DETERMINED $P MOTION SENSOR SWITCH O MOTOR OJ JBOX DOOR JAMB SWITCH O THERMOSTAT # RK KEYPAD 101 EXHAUST FAN O SPEAKER db DOOR BELL RATED WALL PER PLANS LIGHTING LEGEND I I 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM COMPLETE DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE ICABLEBUILDI BUILDING AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTSERVICE FEEDERSAL WITH R SHALL ELECTRICOORILITY. NEW ELECTRICAL I I I SERVICE FEEDERS WITH ELECTRICAL UTILITY. I I 3. ELECTRICALCONTRACTOR SHALCONFIRMFINAL PANEL AND I Is BOX LOCATIONSWITHOWNER ARCHITECT PRIOR TO I I I INSTALLATION. I I I 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC -L-- -I_- 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED REQUIRRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, J L — — — — — — — — — — — — — — J AND DIRECT WIRED WITH BATTERY BACKUP qp ]. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL -- ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. RECESSEDALL LUMINAIRES SHALL BE SEALED WITH AGASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. •• 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. PLAN 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH NORTH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL I 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC BASEMENT ELECTRICAL SCHEMATIC E1 SURFACE -MOUNTED CEILING FIXTURE P PENDANTUGHLFIXNRE CHANDELIER, BACKING REQUIRED CANIESS LED DOWNLIGHT 3-0 ® UNLESS OTHERWISE NOTED CANIESS GIMBAL IED DOWNUGHT. 3-o UNLESS OTHERWISE NOTED p WALL-MOUNIEO SCONCE FIXTURE [] WALL -MOUNTED SCONCE FIXTURE w_ LOW -VOLTAGE TRACK LIGHT LED TAPE LIGHT& TRANSFORMER, BASIS OF DESIGN AMERICAN LIGHTING I I 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM COMPLETE DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE ICABLEBUILDI BUILDING AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTSERVICE FEEDERSAL WITH R SHALL ELECTRICOORILITY. NEW ELECTRICAL I I I SERVICE FEEDERS WITH ELECTRICAL UTILITY. I I 3. ELECTRICALCONTRACTOR SHALCONFIRMFINAL PANEL AND I Is BOX LOCATIONSWITHOWNER ARCHITECT PRIOR TO I I I INSTALLATION. I I I 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC -L-- -I_- 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED REQUIRRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, J L — — — — — — — — — — — — — — J AND DIRECT WIRED WITH BATTERY BACKUP qp ]. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL -- ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. RECESSEDALL LUMINAIRES SHALL BE SEALED WITH AGASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. •• 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. PLAN 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH NORTH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL I 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC BASEMENT ELECTRICAL SCHEMATIC E1 - SURFACE -MOUNTED LINEAR LED FIXTURE N CEILING FAN W/ LIGHTS, PROVIDE Ia UUU SINGLE POLE SWITCH Q $' 3 -WAY SWITCH STORAGE 0.WAY SWITCH $P MOTION SENSOR SWITCH DOOR JAMB SWITCH LlC # v db DOOR BELL cM1 DOOR BELL CHIME -- _ ® O COMBINATION SMOKE 002 DETECTOR. DIRECT _ WIRED W1 BATTERY BACKUP _ WIRING ______________ � - - ELECTRICAL& LIGHTING NOTES: I I 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM COMPLETE DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE ICABLEBUILDI BUILDING AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTSERVICE FEEDERSAL WITH R SHALL ELECTRICOORILITY. NEW ELECTRICAL I I I SERVICE FEEDERS WITH ELECTRICAL UTILITY. I I 3. ELECTRICALCONTRACTOR SHALCONFIRMFINAL PANEL AND I Is BOX LOCATIONSWITHOWNER ARCHITECT PRIOR TO I I I INSTALLATION. I I I 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC -L-- -I_- 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED REQUIRRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, J L — — — — — — — — — — — — — — J AND DIRECT WIRED WITH BATTERY BACKUP qp ]. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL -- ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. RECESSEDALL LUMINAIRES SHALL BE SEALED WITH AGASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. •• 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. PLAN 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH NORTH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Cantle, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL I 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC BASEMENT ELECTRICAL SCHEMATIC E1 d O UNIT 101- (N) 200A SERVICE PANEL, METER & EM DISCONNECT ISCONNECINISPLIT HEAT PUMP T PHONE/INTERNET • ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD r____________________________ ------ F_T — — — — — — — — — — — — — — — W 11 ON 20v DUPLEX OUTLET W a DUPLEX OUTLET&1 USB PLUG) Wc ABOVE COUNTER -DUPLEX OUTLET Wwry WATERPROOF -DUPLEX OUTLET a 12 SWITCHED -DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER- Wcra ABOVE COUNTER NON ��{{yy }K •0 2201240v OUTLET �m FLOOR OUTLET LOCATION TO BE DETERMINED O J OJ JBOX O THERMOSTAT O KEYPAD EXHAUST FAN O i MEP SOFFIT RATED WALL PER PLANS W SHARED PORCH #, a^ \ / - MOTION SENSOR SWITCH ii DOOR JAMB SWITCH db DOOR BELL ----------------------- _ II COMBINATION SMOKE 002 DETECTOR. DIRECT O WIRED W1 BATTERY BACKUP _ --- ______________ ELEdTRIC CAR CHARGING OUTLET ab GARAGE /I \ UNIT 101 161... ELECTRIC CAR I GARMOTOR( 1\ CHARGING OUT LET _ --- - GAR OPENER I B II 0- II i _ _ ____�\___ v II ---__ UNIT 101 = - ___ - _ ______ r _ - --- __._ ___ - v PANELBOARD '' "-". -------------- _ 2 i WP MUDROOM ENTRY 0 MINI -SPLIT nc -.p a MECHANICAL, INDOOR s-Ct-LESS-HW GARAGE `, FRONT ENTRY UNIT L2 <- I _ _ _ _ - _' r UNIT101 -L-_-------------- M L2 E-_ - - _ _ TT _ __— _ �, II WII II ACCENTWALL tE� t II II OFFICEIGUEST w-- - HO -ROCK GARDEN ca _ir R302.4.2 Membrane Penetrations Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fire -resistance rating, recessed fixtures shall be installed so that the required fire - resistance rating will not be reduced. Exceptions: 1 Membrane penetrations of not more than 2 -hour fire -resistance -rated walls and panNons by steel electrical boxes that do not exceed 16 square inches (0.0103 m2) in area provided that the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645M2) in any 100 square feet (9.29M2) Of wall area. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following: 1.1. By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud Cavities. 1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall Cavity is filled with cellulose loose -fill, rockwool or slag mineral Wool insulation. 1.3. By solid fireblocking in accordance with Section R302.11. 1.4. By protecting both boxes with listed putty pads. 1.5. By other listed materials and methods. 2 Membrane penetrations by listed electrical boxes of any materials provided that the boxes have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1/a inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes. 2.2. By wild fireblockin9 in accordance with Section R302.11. 2.3. By protecting both boxes with listed putty pads. 2.4. By other listed materials and methods. 3 The annular space created by the penetration of a fire sprinkler provided that it is covered by a metal escutcheon plate. 4 Ceiling membrane penetrations by listed luminaires or by luminaires protected with listed materials that have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. (�j1 MAIN FLOOR ELECTRICAL PLAN SCALE: 114- = 1•L- p $ 1101 Nal I REAR I SHARED DRIVEWAY UNIT100-(N)200A SERVICE PANEL, METER & EM DISCONNECT RHONE/INTERNET I MUDROOM ENTRY j? 1POWDER " FRONT ENTRY UNIT 103 , LIVING RM BSMT ST I _ I ' I I I T RM OO ' 1 OOC 1 KITCHEN I I -161 1 -AC ! TZONE2-AC DI � crcl I ' NDERCAB LT FC( PLAN NORTH ELECTRICAL LEGEND Ill ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD 17 — — — — — — — — — — — — — — — W 11 ON 20v DUPLEX OUTLET W a DUPLEX OUTLET&1 USB PLUG) Wc ABOVE COUNTER -DUPLEX OUTLET Wwry WATERPROOF -DUPLEX OUTLET a 12 SWITCHED -DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER- Wcra ABOVE COUNTER NON ��{{yy }K •0 2201240v OUTLET �m FLOOR OUTLET LOCATION TO BE DETERMINED O J OJ JBOX O THERMOSTAT O KEYPAD EXHAUST FAN O GAR..MQTOR RATED WALL PER PLANS $' SHARED PORCH #, a^ $P MOTION SENSOR SWITCH ii DOOR JAMB SWITCH db DOOR BELL cM1 DOOR BELL CHIME COMBINATION SMOKE 002 DETECTOR. DIRECT O WIRED W1 BATTERY BACKUP _ WIRING ELEdTRIC CAR CHARGING OUTLET ab ----------------------- 0- _____ _ _ ____�\___ v 2 Z m -.p a GARAGE O UNIT 100 M jEN314 IV ALLERY/CHEST GAR.OPENERFREEZER UNIT100 PANELBOARD� I MUDROOM ENTRY j? 1POWDER " FRONT ENTRY UNIT 103 , LIVING RM BSMT ST I _ I ' I I I T RM OO ' 1 OOC 1 KITCHEN I I -161 1 -AC ! TZONE2-AC DI � crcl I ' NDERCAB LT FC( PLAN NORTH ELECTRICAL LEGEND Ill ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD 17 TELEPHONE LINE (FIBER OPTIC OR CABLE) Eng CATEGORY OUTLET (ETHERNET) W 11 ON 20v DUPLEX OUTLET W a DUPLEX OUTLET&1 USB PLUG) Wc ABOVE COUNTER -DUPLEX OUTLET Wwry WATERPROOF -DUPLEX OUTLET a 12 SWITCHED -DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER- Wcra ABOVE COUNTER NON ��{{yy }K •0 2201240v OUTLET �m FLOOR OUTLET LOCATION TO BE DETERMINED O MOTOR OJ JBOX O THERMOSTAT O KEYPAD EXHAUST FAN O SPEAKER RATED WALL PER PLANS LIGHTING LEGEND ELECTRICAL & LIGHTING NOTES: 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE NEW ELECTRICAL SERVICE FEEDERS WITH ELECTRICAL UTILITY. 3. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL PANEL AND BOX LOCATIONS WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP 7. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD( architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, C080033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, All Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineeringl 02 PERMIT RESUBMITTAL( 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC MAIN FLOOR ELECTRICAL SCHEMATIC WA SURFACE -MOUNTED CEILING FIXTURE P' PENDANTUGHTFIXNRE CHANDELIER, BACKING REQUIRED CANIESS LED DOWNLIGHT 3-0 ® UNLESS OTHERWISE NOTED CANIESS GIMBAL IED DOWNUGHT. 3-o UNLESS OTHERWISE NOTED IO WALL -MOUNTED SCONCE FIXTURE a WALL -MOUNTED SCONCE FIXTURE LOW -VOLTAGE TRACK LIGHT w_ azi LED TAPE LIGHT& TRANSFORMER BASIS OF DESIGN AMERICAN LIGHTING SURFACE -MOUNTED LINEAR LED FIXTURE \ /\ CEILING FAR WI LIGHTS, PROVIDE SINGLE POLE SWITCH $' 3-WAYSWITCH #, LWAYSWITCH $P MOTION SENSOR SWITCH ii DOOR JAMB SWITCH db DOOR BELL cM1 DOOR BELL CHIME COMBINATION SMOKE 002 DETECTOR. DIRECT O WIRED W1 BATTERY BACKUP _ WIRING ELECTRICAL & LIGHTING NOTES: 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE NEW ELECTRICAL SERVICE FEEDERS WITH ELECTRICAL UTILITY. 3. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL PANEL AND BOX LOCATIONS WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP 7. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD( architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, C080033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, All Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineeringl 02 PERMIT RESUBMITTAL( 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC MAIN FLOOR ELECTRICAL SCHEMATIC WA d O n BEDROOM R302.4.2 Membrane Penetrations Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fire -resistance rating, recessed fixtures shall be installed so that the required fire - resistance rating will not be reduced. Exceptions: 1 Membrane penetrations of not more than 2 -hour fire -resistance -rated walls and panNons by steel electrical boxes that do not exceed 16 square inches (0.0103 m2) in area provided that the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645M2) in any 100 square feet (9.29M2) Of wall area. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following: 1.1. By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud Cavities. 1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall Cavity is filled with cellulose loose -fill, rockwool or slag mineral Wool insulation. 1.3. By solid fireblocking in accordance with Section R302.11. 1.4. By protecting both boxes with listed putty pads. 1.5. By other listed materials and methods. 2 Membrane penetrations by listed electrical boxes of any materials provided that the boxes have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1/a inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes. 2.2. By wild fireblockin9 in accordance with Section R302.11. 2.3. By protecting both boxes with listed putty pads. 2.4. By other listed materials and methods. 3 The annular space created by the penetration of a fire sprinkler provided that it is Covered by a metal escutcheon plate. 4 Ceiling membrane penetrations by listed luminaires or by luminaires protected with listed materials that have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. SECOND FLOOR ELECTRICAL PLAN SCALE:1/4' = t'-0- 1' 5' 10' Kr i III WESTBEDROOM EAST BEDROOM CLOSET :'P CLOSET ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD Irk l'll a O'T II CATEGORY a OUTLET(ETHERNET) I \ W a LAUNDRY i ®WEST BAtH II (W� DW II ER/ ViI 12 SWITCHED -DUPLEX OUTLET II+42" �i Wcra ABOVE COUNTER UON L 220/240v OUTLET �m GFcI O MOTOR OJ 5 i O I O I LIVING ` COVE LIGHT O SPEAKER SEE L1 / MW 3-WAYSWITCH i #, LWAYSWITCH —`P-------------- $P 6 2 ii @ RIDGE BEA db DOOR BELL cM1 DOOR BELL CHIME COMBINATION SMOKE 002 DETECTOR. DIRECT O WIRED W1 BATTERY BACKUP _ WIRING I u / II II,' II ,L CLOSET `'� III o HALL cerci II IN IN CPB. MODEM /WI -F 1qmT`'�`, #, �STAI; •11 INDING t > Li i a __ !NI _ R302.4.2 Membrane Penetrations Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fire -resistance rating, recessed fixtures shall be installed so that the required fire - resistance rating will not be reduced. Exceptions: 1 Membrane penetrations of not more than 2 -hour fire -resistance -rated walls and panNons by steel electrical boxes that do not exceed 16 square inches (0.0103 m2) in area provided that the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645M2) in any 100 square feet (9.29M2) Of wall area. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following: 1.1. By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud Cavities. 1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall Cavity is filled with cellulose loose -fill, rockwool or slag mineral Wool insulation. 1.3. By solid fireblocking in accordance with Section R302.11. 1.4. By protecting both boxes with listed putty pads. 1.5. By other listed materials and methods. 2 Membrane penetrations by listed electrical boxes of any materials provided that the boxes have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1/a inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes. 2.2. By wild fireblockin9 in accordance with Section R302.11. 2.3. By protecting both boxes with listed putty pads. 2.4. By other listed materials and methods. 3 The annular space created by the penetration of a fire sprinkler provided that it is Covered by a metal escutcheon plate. 4 Ceiling membrane penetrations by listed luminaires or by luminaires protected with listed materials that have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. SECOND FLOOR ELECTRICAL PLAN SCALE:1/4' = t'-0- 1' 5' 10' Kr i III WESTBEDROOM EAST BEDROOM CLOSET :'P CLOSET y LOFT I C ,t -- I ), WALK4N CLOSET 41, \ SOUTH BATH WC Y WP PLAN NORTH ELECTRICAL LEGEND D] ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD Irk l'll a O'T L CATEGORY a OUTLET(ETHERNET) W 11 an 20v DUPLEX OUTLET W a LAUNDRY i ®WEST BAtH ABOVE COUNTER -DUPLEX OUTLET (W� ----e [] 12 SWITCHED -DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER- Wcra ABOVE COUNTER UON ��{{yy }k •0 220/240v OUTLET �m FLOOR OUTLET LOCATION TO BE DETERMINED O MOTOR OJ LINEN-- O THERMOSTAT O KEYPAD COVE LIGHT O SPEAKER SEE L1 / y LOFT I C ,t -- I ), WALK4N CLOSET 41, \ SOUTH BATH WC Y WP PLAN NORTH ELECTRICAL LEGEND D] ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD 17 TELEPHONE LINE (FIBER OPTIC OR CABLE) Eng CATEGORY a OUTLET(ETHERNET) W 11 an 20v DUPLEX OUTLET W a DUPLEX OUTLET &1 USB PLUG) WG ABOVE COUNTER -DUPLEX OUTLET (W� WATERPROOF -DUPLEX OUTLET [] 12 SWITCHED -DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER- Wcra ABOVE COUNTER UON ��{{yy }k •0 220/240v OUTLET �m FLOOR OUTLET LOCATION TO BE DETERMINED O MOTOR OJ JBOX O THERMOSTAT O KEYPAD EXHAUST FAN O SPEAKER RATED WALL PER PLANS LIGHTING LEGEND ELECTRICAL & LIGHTING NOTES: 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE NEW ELECTRICAL SERVICE FEEDERS WITH ELECTRICAL UTILITY. 3. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL PANEL AND BOX LOCATIONS WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP 7. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3• CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD( architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL( 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SECOND FLOOR ELECTRICAL SCHEMATIC �J SURFACE -MOUNTED CEILING FIXTURE P PENDANTUGHLFIXNRE CHANDELIER, BACKING REQUIRED CANIESS LED DOWNLIGHT 3•0 ® UNLESS OTHERWISE NOTED CANIESS GIMBAL IED DOWNUGHT. 3•a UNLESS OTHERWISE NOTED p WALL-MOUNIEO SCONCE FIXTURE [] WALL -MOUNTED SCONCE FIXTURE LOW -VOLTAGE TRACK LIGHT w_ LED TAPE LIGHT& TRANSFORMER, BASIS OF DESIGN AMERICAN LIGHTING SURFACE -MOUNTED LINEAR LED FIXTURE \ %\ CEILING FAN WI LIGHTS, PROVIDE SINGLE POLE SWITCH $' 3-WAYSWITCH #, LWAYSWITCH $P MOTION SENSOR SWITCH ii DOOR JAMB SWITCH db DOOR BELL cM1 DOOR BELL CHIME COMBINATION SMOKE 002 DETECTOR. DIRECT O WIRED W1 BATTERY BACKUP _ WIRING ELECTRICAL & LIGHTING NOTES: 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE NEW ELECTRICAL SERVICE FEEDERS WITH ELECTRICAL UTILITY. 3. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL PANEL AND BOX LOCATIONS WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP 7. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3• CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD( architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 OWNER/GC Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR: Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL: Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.com 02 PERMIT RESUBMITTAL( 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC SECOND FLOOR ELECTRICAL SCHEMATIC �J N N N N Oa d O C— — -jr —----- �,-Jjjr7 ------ STAIR DORMER R302.4.2 Membrane Penetrations Membrane penetrations shall comply with Section R302.4.1. Where walls are required to Save a fire -resistance rating, recessed fixtures shall be installed so that the required fire- -esistance rating will not be reduced. Exceptions: 1 Membrane penetrations of not more than 2 -hour fire -resistance -rated walls and partitions by steel electrical boxes that do not exceed 16 square inches (0.0103 m2) in area provided that the aggregate area of the openings through the membrane ones not exceed 100 square inches (0.0645 bri in any 100 square feet (9.29 al of wall area. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following: 1.1. By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud Cavities. 1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall Cavity is filled with cellulose loose -fill, rockwool or slag mineral Wool insulation. 1.3. By solid fireblocking in accordance with Section R302.11. 1.4. By protecting both boxes with listed putty pads. 1.5. By other listed materials and methods. 2 Membrane penetrations by listed electrical boxes of any materials provided that the boxes have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1/a inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes. 2.2. By wild fireblockin9 in accordance with Section R302.11. 2.3. By protecting both boxes with listed putty pads. 2.4. BY other listed materials and methods. 3 The annular space created by the penetration of a fire sprinkler provided That it is Covered by a metal escutcheon plate. 4 Ceiling membrane penetrations by listed luminaires or by luminaires protected with listed materials that have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instructions included in the listing. MINI -SPLIT INDOOR UNIT P, 2 ATTIC ELECTRICAL PLAN scALE: V4- = 1•n- 11 51 10' 2D So"x30" ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD 17 II II KEN CATEGORY S OUTLET (ETHERNET) W 11 on 20v DUPLEX OUTLET W a DUPLEX OUTLET &1 USB PLUG) II ABOVE COUNTER -DUPLEX OUTLET (Wm WATERPROOF -DUPLEX OUTLET [] 12 SWITCHED -DUPLEX OUTLET w_ GROUND FAULT CIRCUIT INTERRUPTER- Wcra h ��{{yy }K NO 220/240v OUTLET om FLOOR OUTLET LOCATION TO BE DETERMINED II MOTOR OJ JBOX O THERMOSTAT O KEYPAD EXHAUST FAN O SPEAKER _ RATED WALL PER PLANS ELECTRICAL & LIGHTING NOTES: II Y . 1 II II II II I � So"x30" PLAN NORTH :1111111*01V[e71n4di3:1,►. LY ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD 17 II II KEN CATEGORY S OUTLET (ETHERNET) W 11 on 20v DUPLEX OUTLET W a DUPLEX OUTLET &1 USB PLUG) II ABOVE COUNTER -DUPLEX OUTLET (Wm WATERPROOF -DUPLEX OUTLET [] 12 SWITCHED -DUPLEX OUTLET w_ GROUND FAULT CIRCUIT INTERRUPTER- Wcra ABOVE COUNTER JON ��{{yy }K NO 220/240v OUTLET om FLOOR OUTLET LOCATION TO BE DETERMINED II MOTOR OJ JBOX O THERMOSTAT O KEYPAD EXHAUST FAN O SPEAKER _ RATED WALL PER PLANS ELECTRICAL & LIGHTING NOTES: Y . 1 PLAN NORTH :1111111*01V[e71n4di3:1,►. LY ELECTRICAL METER AND EMERGENCY DISCONNECT O PANELBOARD 17 TELEPHONE LINE (FIBER OPTIC OR CABLE) KEN CATEGORY S OUTLET (ETHERNET) W 11 on 20v DUPLEX OUTLET W a DUPLEX OUTLET &1 USB PLUG) WD ABOVE COUNTER -DUPLEX OUTLET (Wm WATERPROOF -DUPLEX OUTLET [] 12 SWITCHED -DUPLEX OUTLET w_ GROUND FAULT CIRCUIT INTERRUPTER- Wcra ABOVE COUNTER JON ��{{yy }K NO 220/240v OUTLET om FLOOR OUTLET LOCATION TO BE DETERMINED O MOTOR OJ JBOX O THERMOSTAT O KEYPAD EXHAUST FAN O SPEAKER _ RATED WALL PER PLANS LIGHTING LEGEND 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE NEW ELECTRICAL SERVICE FEEDERS WITH ELECTRICAL UTILITY. 3. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL PANEL AND BOX LOCATIONS WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP 7. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, GO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.mm 02 PERMIT RESUBMITTAL I 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC ATTIC ELECTRICAL SCHEMATIC E4 SURFACE -MOUNTED CEILING FIXTURE P PENDANTUGHTFMTURE CHANDELIER, BACKING REQUIRED \ % CANIESS LED DOWNLIGHT 3-0 ® UNLESS OTHERWISE NOTED CANIESS GIMBAL IED DOWNUGHT. a 3-o UNLESS OTHERWISE NOTED p WALL -MOUNTED SCONCE FIXTURE [] WALL -MOUNTED SCONCE FIXTURE w_ LOW -VOLTAGE TRACK LIGHT LED TAPE LIGHT& TRANSFORMER, BASIS OF DESIGN $P AMERICAN LIGHTING 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE NEW ELECTRICAL SERVICE FEEDERS WITH ELECTRICAL UTILITY. 3. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL PANEL AND BOX LOCATIONS WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP 7. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, GO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.mm 02 PERMIT RESUBMITTAL I 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC ATTIC ELECTRICAL SCHEMATIC E4 SURFACGA$DUNTED LINEAR LED FIXTURE \ % CEILING FAN WI LIGHTS, PROVIDE SINGLE POLE SWITCH $' 3-WAYSWITCH #, LWAYSWITCH $P MOTION SENSOR SWITCH ii DOOR JAMB SWITCH db DOOR BELL cM1 DOOR BELL CHIME COMBINATION SMOKE 002 DETECTOR. DIRECT O WIRED W1 BATTERY BACKUP _ WIRING ELECTRICAL & LIGHTING NOTES: 1. INFORMATION SHOWN IS SCHEMATIC ONLY. ELECTRICAL SYSTEM IS DESIGN BUILD. LICENSED ELECTRICIAN SHALL PROVIDE COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL APPLICABLE BUILDING CODES. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE NEW ELECTRICAL SERVICE FEEDERS WITH ELECTRICAL UTILITY. 3. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL PANEL AND BOX LOCATIONS WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. 4. ARC FAULT REQUIRED ON ALL OUTLETS PER 2020 NEC 5. PROVIDE GFCI RECEPTACLES AND DEDICATED CIRCUITS AS REQUIRED BY CODE. B. SMOKE ALARMS SHALL HAVE COMBINATION SMOKE AND CARBON MONOXIDE DETECTION. ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP 7. ALL RECESSED LUMINAIRES WITHIN THE BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM. 8. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET BETWEEN THE HOUSING AND WALL OR CEILING. 9. WHERE NON -IC RATED RECESSED LUMINAIRES, FAN MOTORS OR OTHER HEAT PRODUCING DEVICES ARE INSTALLED, PROVIDE COVERS THAT MAINTAIN 3- CLEARANCE TO COMBUSTABLE INSULATION. 10. ALL RECESSED DOWN LIGHTS, DECORATIVE SPOTS, AND COVE LIGHTS SHALL BE INSTALLED WITH DIMMING CONTROL, UON. 11. ALL FIXTURES SHALL BE EITHER LOW VOLTAGE OR LAMPED W/ HIGH EFFICIENCY LED BULBS. 12. ANY VISIBLE CONDUIT OR WIRING SHALL BE COORDINATED WITH OWNER /ARCHITECT PRIOR TO INSTALLATION. THRESHOLD architecture LAFFERTY / WILLIAMS RESIDENCE DEMOLITION AND NEW TWO - DWELLING CONSTRUCTION 3713 Pierce Street #100-101 Wheat Ridge, CO 80033 Josh Williams 3713 Pierce Street #100-101 Wheat Ridge, GO 80033 rw@compassconstmction.net 720.215.6492 ARCHITECT Daniel Williams, AIA Threshold Architecture LLC 3690 Pierce Street Wheat Ridge, CO 80033 dan.Wiliams.amh@gmaii.com 303.931.2114 SURVEYOR Mike Chessnoe Chessnce & Associates 4101 East Wesley Avenue, Suite #2 Denver, CO 80222 chessnoedenver@comcest.net 303-722-3267 STRUCTURAL Dan Canda, P.E. J2.26 Engineering 5765 Olde Wadsworth Blvd Arvada, CO 80002 dcanda@I226engineering.mm 02 PERMIT RESUBMITTAL I 12/22/21 ISSUE NAME DATE PROJECT NO: 20_04 DRAWN BY: DW CHECKED BY: DW COPYRIGHT: Threshold Architecture LLC ATTIC ELECTRICAL SCHEMATIC E4 GENERAL NOTES: 1. Foundation design is based upon framing details and directions as shown on the provided architectural plans, unless otherwise noted. Subsequent changes should be brought to the attention of the Engineer for possible revisions to this foundation plan. 2. Dimensions and locations shown are based on architectural plans. All dimensions and locations shall be verified by general contractor and concrete subcontractor prior to construction. Any discrepancies must be brought to the attention of the Engineer. 3. Refer to architectural plans for dimensions and other information not specifically shown on structural drawings. 4. Provide foundation, framing, and/or supports for items indicated on Architectural, Mechanical, Electrical, or other drawings included in the construction documents. 5. Footings and foundations have been designed per presumptive load-bearing values per IRC Table 1806.2. All footings and pads were designed using a maximum allowable soil bearing pressure of 2000 pounds per square foot (dead load plus live load) and no minimum dead load. 6. All reinforcing to be No. 4, deformed type grade 60 steel, UNO. Minimum splice length 48 bar diameters. 7. All foundation concrete to be 3,000 psi minimum compressive strength at 28 days (type 1-11 cement). 8. All anchor bolts noted graphically on the foundation details shall be 1/2" diameter, 10" anchor bolts placed a maximum of 32" O.C., U.N.O. Refer to shear wall schedule. Anchor bolts shall not be provided at door opening locations. Verify these locations with general contractor. 9. Partitions shall be isolated from on -grade slabs. Slabs shall be isolated from grade beams, columns or other support structures by 1/2" expansion joint material or by other approved isolation techniques. Tooled joints shall be provided for all slabs such that no slab section area exceeds 225 square feet. 10. Provide positive drainage away from all backfill zones. 12" of fall in the first 10' from the foundation wall is recommended where possible. In no case shall any slope be less than 2% away from the building unless noted otherwise. 11. No structural members shall be cut, notched, or otherwise penetrated unless specifically approved by the Engineer in advance or shown on the approved drawings. 12. All structural steel rolled shapes shall conform to ASTM A992 (Fy=50ksi) unless otherwise on the drawings. Tube shapes shall conform to ASTM A500, grade B (Fy=46ksi). Pipe columns shall conform to ASTM A53 grade B (Fy=351 Plates and angles shall conform to ASTM A36 (Fy=361 All bolts shall conform to ASTM A325, except anchor bolts shall be A307, unless noted otherwise on the drawings. All bolted connections between steel structural members shall be made with 3/4" diameter A325 type N bolts. 13. Tube steel (HSS) steel columns shall have 1/4" top and bottom plates sized 1" larger than column, bearing directly on foundation concrete or welded to steel beams, unless noted otherwise. 14. Provide solid blocking between joists as required and at interior beam locations. 15. All construction shall be in accordance with the requirements of the 2018 International Residential Code (IRC), local amendments, and with all applicable OSHA regulations. All superstructure including bracing to be designed by other per IRC. 16. POST TRIMMER NOTES 16.1. All posts to be "built-up" columns, 3 minimum ganged studs in walls and at beam bearings where shown, U.N.O. 16.2. Provide solid "squash blocks" blocking under all posts and point loads down to foundations. 16.3. Unless noted otherwise, all openings to have 2 trimmer studs, and 1 king studs. 16.4. Built up posts designated as such: O Steel Post Z Post Above ■ Post Below 17. PREFABRICATED JOISTS, GIRDERS AND TRUSSES 17.1. Prior to fabrication, cross check and field verify all dimensions. Engineer is not responsible for dimensional inconsistencies. 17.2. Prefabricated joists, girders, and trusses will be supported by DF/SP framing, UNO. As part of the package, the truss manufacturer shall design and specify all connectors (including uplift straps) to connect to the supporting framing. DESIGN LOADS: 2018 IRC with Wheat Ridge Amendments • Roof LL: 20 pounds per square foot • Floor LL: 40 pounds per square foot • Ground Snow Load: 35 pounds per square foot • Wind Load: 115 MPH (3 -sec), Exposure C • Seismic: Se: 0.184; Sds: 0.197; S1: 0.059; Sol: 0.094; B (Design Category) Alll Exterior Walls to be 2x4 @16" o.c. UNO All framing members to be Douglas Fir #2 or better, UNO. Prefabricated trusses and girders will be supported by hem fir framing, UNO. As a part of the truss package, the truss manufacturer shall design and specify all connectors (including uplift straps) to connect to the supporting framing. Provide "BU. Column" 3 minimun ganged studs (UNO) in walls at beam bearings as shown, continuous through solid blocking at floors Prior to truss fabrication, cross check and field verify all dimensions. Engineer is not responsible for dimensional inconsistencies. Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 y A complete set of stamped truss manufacture drawings which ,. have been verified by the structural engineer of record shall • be onsite at time of frame inspection. Uplift connections and Y bearing points shall comply with the drawings. JOIST SYMBOLS: Standard Bearing Flush Mount z7__7Cantilever SHEAR WALL SCHEDULE (Wood Stud) TYPE Material Edge Nailing Sill Plate Nailing Sill Plate Anchor Bolts O RZip System R9.6 3116d @ 6" o.c, 3 y 16d @ 6" o.c. ' 5,0 A307 @ 32" o.c. O RZip System R9.6 3 4' 16d 16d @ 6" 3 a 16d @ 6" o.c' e" 0 A307 @ 32" o.c. o.c.8 AWC DNS -15 defines Bd nails as being: 2.5"x0.1310" common or 2.5"x0.113" galvanized box Holddown/ Strap Schedule (Simpson) Symbol Holddown Length Fastener Notes Q HD 3B 1.5 -- 0 As (2) (2) a 0lag Install per manufacturer's instructions © C522 7 7" ea end min. 18" max dr.. span ( 10d Install per manufacturer's instructions Header Schedule R.O. Width Header Size King Studs/Jack Studs R.0<4'-6" (2)-2x10 1K/2J 4'E" < 7'-6" (2) 1 j' x 11.875" LVL 1 K/2J Length of WallEtwin Splice Nails along comers or ength (Min splice length clem ising walls dem T Over 30 fl 4'-0" 18-164 Over 20 H 4'-0" 10-164 Over 10 fl 4'-0" 6-16d 10 It and under 4'-0" 4-16d Do not splice top plates Win 6'-0" of ends of wood shearwalls "All work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal Codes"" 'Approved construction plans, and documents shall be on-site for all inspections. 'Work shall not be covered or concealed without inspection. J2.2B 5765 OLDIE WADSWORTH BOULEVARD ARVADA, CO 80002 720.937.2055 j226engineering.com M C'') O O •M 00 W O _0 CM Z U) /A, � V I E 0 CIO a) L � a co r M su. oPPOO�LICp'YS i ooai� T SSIO E� DESIGNEDBY: a DRAWN BY: rn DATE: 11 a=21 SCALE: c� PROJECT NO.: 211% S-1 Concrete piers 3T -W H----� ----- t------------ 35'-11• 1 I to L S-8 NOTES: 1. Reference architectural drawings for all elevations and step in foundation locations. 2. All concrete slabs shall have control joints at 8' o.c. max. 3. Concrete patios excluded from this view. Reference S-3, "Main Floor Plan for concrete patio requirements. I I W Slab on grade Reinforce w/ 6A W2.9x 2.9 WWF g g• 9 S' Note to Contractor: It is acceptable to pour the caisson with the mandated. 05A T L — — — — — — — — — —1— — — — — — — — — — — — — — CRAWLSPACE I °g• 19�0- I g9 I I I 24'-3" 14" Concrete piers, typ _ Ace 3'A' 00 32'-q• LJ S-8 18'-9• 5 I S-8 r L L L g -97 L 21'-2" J I, (itmV L__JJ— r 01-10. j — Crawispace Access — Architect Verify column locations. Also RE: lower roof plan beam location. Concrete ple,s, Typ ® 0 ell` 6 Gd,. L — L 6 -Slab on grade 2 Reinforce w/ 6x6 3e W2.9xW2.9 W WF 0' 10" J iT-3• y0 -1T L III JL 6" Slab on grade. L — J I+ 4 0• Reinforce / W2.9xW2.9WWF Custom stair: Niel stair design by ' others. Submit design to EOR for record. 11111 111 1 1 BASEMENT 41-0 SCALE: 3/16" = V-0" S=2 4 J2.26 ENGINEERING 5765 OLDIE WADSWORTH \Wham qa BOULEVARD ti ARVADA, CO /�c 80002 Aa 720.937.2055 Ing oMs j226engineering.com SCALE: 3/16" = V-0" S=2 `------------ — — ---------- DRAWN BY: es DATE: arzvma SCALE: Base ment/Foundation Plan 40 Isk PROJECT NO.: =�+m SCALE: 3/16" = V-0" S=2 4 J2.26 ENGINEERING 5765 OLDIE `WM1ea WADSWORTH 4-1. ti qa BOULEVARD - ARVADA, CO 80002 a A� 720.937.2055 sb ung oche j226engineering.com 2x8 Joists 18'- 2" @ 16'o.c. tt tt Sy a 18'3" E 64 S 4 r------� Y m PE m r m ® I® 9 . w 4" slab on grade I o s ] ReiMorce w/ I Concrete Ste 6xSxW2.9%W2.9 I a` WWF I CFI Double Joist Flush mount joist w/ Simpson 0 25'-5' 11 §" TJI 210 IST1.8/9.5 or eq 4.-5.. @ i6" o.c. 11 i" TJI 210 @16"od. 1 TJI 1 131 b" 16" o.c O 0 5-7 11'-7 " 2x8 Joists 11 §" TJI 210 a.c. Custom stair: @ 19 o'd' 2x8 Joists Delegated stair r-8 @ i6" O.C. design by others. 11 Submit design to Sb 12'-52" EOR for record. 8'-i4" co M 3.5x18 GLUCAN Beam m co 8 O 5'-0' 11 i' TJI 21 C) L@16'oc - 00 2x 1Joists a O i1§"TJI210 E 16.-2. W U A N p m Custom stair: X Delegated stair design by others. 3 3'-0" Submit design to EOR for record 11 �" TJI 210 3.5x18 GLUTAM Beam @ 16" o.c. yFloor framing `v p sufficient to act De e9atatl design; as header across 4 Egress window 6 oc Custom stair: this opening. 3'-0" well per owner Delegatetl stair option. S design by others. 11 �' TJI 210 Submit design d. @ 16' O.C. EOR for record. 2z8 Joists /fir @ 16" did. 15'-0" v ) � � U � nL♦ Rimloist �✓ t su"ImM to act S-] as header across LL Double nm joist this end this opening. (2) 2x12 Di Treatetl Beam 2x8 Ledger 2T 11" M r� 2x 1Joists 3-4- @ 16" O.C. T-5" M Delegated design: Eell per ndow (2) 2x12 DF/SP Continuous Treated Beam well per owner oplion. SEAL: Oe;Po'pLICEyS NOTES: 1 t 0047958 1. Reference architectural drawings for all elevations and step in foundation locations. zg•-1o" ssig Ee 2. All concrete slabs shall have control joints at 8' o.c. max. o Custom stair: Delegated stair design by DESIGNEDBY: o0 others. Submit design to DRAWN BY: aw EOR for record. DATE: arzvma Main Level Plan SCALE: -0 PROJECT NO.: SCALE: 3/16" = 1'-0" S-3 4 Arch verify column and beam locations. RE: S-2 J 2 . 2 6 ENGINEERING 2'-812' 5765 OLDIE 6Gpy 1 �— 1 ] WADSWORTH s (z)z<10 (z)zxm 1 .lo Whaa�q� BOULEVARD 3-] Header Header U"' m ARVADA, CO 80002 5OP T E� A� /�c 720.937.2055 i 1 'any ocn j226engineering.com 2x8 Rafter 3.5:12 @ 24" o.c. ry i 5'-42' PROP =t 4x10 Treated Beam 21'-1,12' 3 228 Rafters 11 a TJI 210 v w @ 24" o.c. r@16'o.c. 11�"TJI210 Au ] a E@ i6' o.c. v N s] o 1 18'-D2' 1 �A 1 (2p asx7l.e]s Microlem 0 O o m 2'-10" y+� 1 (2)2x16 (2)2x16 n i 1 1 r0 1 3.512 1 Header Header p� ,H'�pJ PROP W10x33 oWm w 3'-2' A 3-2, ASA i=ry O 2x10 Ledger (2)2x10 Header 2x10 Rafter21 102" 2x10 Rafters @ 24" o.c. = 5'<1 (2)2x10 V 2 Header @24"nc. 11 i'TJI 210 m (2)2x12 @ 12' O.C. 15 1 m m Heatler E 4-0" 1 2x8 Rage v2" 10 Rafter m o ]'-42' a 24" o.c. E 10 5 f m o 24.0. g m a r i 5'42' a A(z)zxla H tle0r 6 (2)1.75x 1.875 Microlem 4x70 Ci Header F 0 Treatetl beam 1 3'*21" > TT � 2'-82 g" 2 n'm ]'-11' 11 e"TJI 210 5-2 11 6. JI. @ 16" o.c. @ i6' o.c. v 2 ni ni o 4x10Tr tedbeam 3.5x18 GLULAM xB Rafters 3.5x18GLUINd Beam Beam 0 E e OD g 2 11a'TJ1210 ry 7-42" 16'-2" @ 18' o.c. E 1. O T-02 U Ns N p � 3'52 11'-'TJ1210 ^, 3.5xi8GLULAMBeam 1 @24"o.c. W dz10 Treat beam y..+ nm OE m .0 3 ❑ L 11 TJI 210 rid @ 16' O.C. v, 2x8 Rafters v 15 9 11 §' TJI 210 16' o.c. m y E n 1 1CIS ni♦ Lam 410T1 2x8 1 (2)2x10 LML 9 3' 2x8 Raftersetlger 1 Header `�' VIII 4'-82• IIIA @ 24• o.c. (Y) 4x10 Treated beam SEAL: 12'-10" oPpO LICEyS 0047 SS/ON WI �... Dan DESIGNED BY: ac DRAWN BY: aw DATE: arzvma 1 Second Floor/Lower Roof Plan SCALE: PROJECT NO.: =�+m SCALE: 3/16" = 1141 S-4 J2.26 ENGINEERING 5765 OLDIE WADSWORTH BOULEVARD 39•-10^ ARVADA, CO 80002 720.937.2055 j226engineering.com s42 2.4 (2) 1.7& 1.8]5 x (2)2x10 9 Micmlam x a Header Attic naming o d " RE: VS4 O� 6 � Y ro �a m Cx 11a "TJ 110 m Q 24" .c. 5-42 U U 4xi6GLULAM RIDGELINE n 2 Attic Floor FramingPlan 24'-22" (2)2x10 ry (2)2x12 M x Header Header x -I0 a old"TJ1110 3,'-6' SCALE: 3/16" = 1'-0" F ® 6Om �.x 5' 54 2" m� m n U (2)2 10 M�K 7Me _N V Bader u U (2)2x10HeatlerLI L LI_ypo $15.-41. NPre-Erg trussY41•xQ24'o.c. 2 'Iizi O —I0 10 ' D e rc ala mg DH` �a 1 0 2-82" ' L2 --y 6" p n� .� 00 0 O Pre -Eng truo.c. U Q 24" o.c. nn♦♦ 412 412 0y PROP PROP 58'-fi" iI= w Wi " x w 42" z a, U � ) N m 2-82- W a t p o OM • � L aaro 0 2'-81-P LL RIDGELINE xm Pre -Eng Wss M —0 Q24"oc. fla r O K M (2) 2x10 (2)2x12 Meader Header psstom 1 g.-02 3��-P Daniel Ganda-'-`. Li.mv DESIGNEDBY: oc DRAWN BY: aw DATE: arzama SCALE: Upper Roo an PROJECTNO.:m -0 SCALE: 3/16 = 1'-0" S-5 Locale ahic access per owner option. RE: Derail 12/S-] 9 j' TJI 210 Q 18" o.c. J2.26 ENGINEERING 5765 OLDIE WADSWORTH BOULEVARD 39•-10^ ARVADA, CO 80002 720.937.2055 j226engineering.com s42 2.4 (2) 1.7& 1.8]5 x (2)2x10 9 Micmlam x a Header Attic naming o d " RE: VS4 O� 6 � Y ro �a m Cx 11a "TJ 110 m Q 24" .c. 5-42 U U 4xi6GLULAM RIDGELINE n 2 Attic Floor FramingPlan 24'-22" (2)2x10 ry (2)2x12 M x Header Header x -I0 a old"TJ1110 3,'-6' SCALE: 3/16" = 1'-0" F ® 6Om �.x 5' 54 2" m� m n U (2)2 10 M�K 7Me _N V Bader u U (2)2x10HeatlerLI L LI_ypo $15.-41. NPre-Erg trussY41•xQ24'o.c. 2 'Iizi O —I0 10 ' D e rc ala mg DH` �a 1 0 2-82" ' L2 --y 6" p n� .� 00 0 O Pre -Eng truo.c. U Q 24" o.c. nn♦♦ 412 412 0y PROP PROP 58'-fi" iI= w Wi " x w 42" z a, U � ) N m 2-82- W a t p o OM • � L aaro 0 2'-81-P LL RIDGELINE xm Pre -Eng Wss M —0 Q24"oc. fla r O K M (2) 2x10 (2)2x12 Meader Header psstom 1 g.-02 3��-P Daniel Ganda-'-`. Li.mv DESIGNEDBY: oc DRAWN BY: aw DATE: arzama SCALE: Upper Roo an PROJECTNO.:m -0 SCALE: 3/16 = 1'-0" S-5 I" M07 Anchor bolts @ 48' o.c. Post installed eq. acceptable. 6' min embed. PT sill plate Compacted backfill 6" min 0" max # tat @ 18 o.c. UNO 8'-0.. Maxr Black wild point loads and bearing walls above through Hoar i" Expansion joint material Shot pin steel base 0 top of concrete footing #4 Vertical @ 18' o.c. Full height of foundation Felt bond breaker — 44 Longitudinal @ 12 o.c. max UNO 6" slab per plan Undisturbed soil 0'43" 1 2'-0" IN 36" min #41eL ✓/. \/i. #4 Longitudinal @ Iii o.c. UNO 3g @12"go. max UNO Undisturbed soil 1 Basement Foundation Detail, T 2 Slab on Grade Foundation Detail sill plate arz>aa O r A307 Anchor Bolts @ 48' o.c. s'PT A307 Anchor bolts cc OB" o.c. PT Gill plate SCALE: 3/4" = 1'-0" Post d eq. acceptable. e . acceptable Post installed eq¢ . DoleB'slab PT sill plate lumber. 6' min embetl. 6' min embetl. per plan Compacted backfill #4 Horizontal @ 24" o.c. UNO Compacted backfill Per plan #d Vertical@24"o.c. —L— 6' min Compacted backfill Full height offoundation o.c. each face ' 30 maxiA Compacted backfill VIVO 6" min Felt bond breaker 5765 OLDE 6" min 301 Felt bond breaker 6" slab per plan \ 4\ 30"max 44 Horizontal @ 24' o.c. UNO 6- slab per plan BOULEVARD \"\�\"�`�\ 35'mn �\� Bg ARVADA, CO Max 80002 \�\�� Reinforcing per detail / /I s 720.937.2055 vss IN 36" min #41eL ✓/. \/i. #4 Longitudinal @ Iii o.c. UNO 3g @12"go. max UNO Undisturbed soil 1 Basement Foundation Detail, T 2 Slab on Grade Foundation Detail Typ arz>aa O V'^n SCALE: 3/4" = 1'-0" PT Gill plate SCALE: 3/4" = 1'-0" �T t Exposed Thread: 1' minimum 3' maximum when beam is level Slab thickness and reinforcement per plan t #5 @ 9' max each way Per plan 6 Basement Steel Support Post SCALE: 1/2" = 1'-0" at remmroemem at or wall remains. R void wlid after beam install Bend continuous here or provide comer bare w/ 2'-0" lap splice Extend continuous bars to far face of interceding beam as shown. Provide corner bars w/ 2'-0" — lap splice @ 18' o.c. Typ V-0" Interior corner ----- T Notes: J 1. Reference foundation details for reinforcement size, spacing and location. 2. See foundation detail for additional reinforcement 7 Typ Foundation Wall Corner SCALE: 1/2" = V-0" oa (2)21'k 0 A307 Il lts LSL holes w/ i" plate washem. Grout shim as requiretl Add (2)#4 x 5'-0" CTR'd under beam pocket 11 Beam Pocket Reinforcing Detail SCALE: 1/2" = V-0" 16tl nails @ 4' o.c. staggered both sides of beam. 2x built-up at ................. spacer as req to match ml width Beam Perpendicular to Wall Wall 0'2' \ T o 0 1 0 0'-2'-T 1•-g• 3 rows of 10d nails @ 12" o.c. 12� Combined Beam Nailing Re r -o" Lap Typ #4 Vertical @ 24" out. 36" min Full height of foundation \/ #5lat@18'o.c. % n / N 2 #4 longitudinal@ 12' o.c. max LINK) 3 Crawls ace Foundation Detail, Typ Undisturbed soil SCALE: 314"= 1'-0" (2) 3" min taming screws @ as joist. —1L —fL Blacking ea side of partition hanger Petition wall framing PA Fasteners to PT Floor Plate 32" o.c. min 774ds @ 24' ol through bottom plate into floor plate. Pri hole in bottom plate Basement Partition Wall- Parallel to Joist 0 o Continuous doul 0 0 (3) 2x6 min f 0 0 SCALE: 1"=1'-0" "---on MST 37 strap f - beam Double top plate Wood or glu-lam beam per plan King stud UNO 2x King stud ea. si of built up col Stud wall par plan 4ads@12"o.c. at _- Beam Parallel to Wall 13 Beam BearingFramingRequirements e SCALE: 1"= V-0" mile @ 4" o.c. cored @ and of beam ;min) UNO Simpson ME strap Floor framing Wall anchor @ 48' o.c. SCALE: 112"= V-0" 2x6 min partition hanger (3)f6d nail min as side onear vital Lietans 14 Typical Wall Framing SCALE: 1/2" = V-0" (2) 3" min framing screws @ as joist Partition wall framing PT floor plate 4tl nails @ 24" o.c. through bottom plate PA Fasteners to PT Floor Plate 32" out. min into floor plate. Predrill hole in bottom plate g Basement Partition Wall- Perpendicular to Joist SCALE: 3/4"= 1'-0" Double top plate, Typ g 0 mat B requir ick stud cal UNI ill plate string ng per p floor her. _.. i post above Holdown straps: Simpson HDU14-SDS2.5 w/ 1"0 anchor bolts. Attach w/ (36) �'x2 P SDS Bearing Wall Details Splice engtb Top Chord Splice Detail Notes: 1. Install all hardware per manufacturers instructions. 2. Hardware substitutions must meet or exceed specified hardware capacities. 3. OSB per shearwall schedule Pre-manufacturetl post base - w/ expansion or epoxy anchor. 3" min embed. 122 oral." Note: t. Post must be centered on footing. 2. Cut ends of posts shall be treated with an approved preservative. 3. Install pre -manufactured hardware per manufacturer's instructions. 10 Post Base Detail SCALE: 3/4' = 1'-0" Engineered trusses (sheadm it per code Provide continuous blocking and maintain lateral load path and vent as required by code. 36 c Bracing and nailing per schedule 2x studs per plan 2nd FF. ro Bracing and nailing per schedule Note to Contactor: Provide all nailing par Rim Joist code, UNO. Stmpp Bracing and Hol owns per 2/13-2 1st FF. Sill plate nailing per shear wall schedule TEF. REA h I Fes Anchor bolts per shearwall schedule .M W pp jE V! (min) T&G subgoor(TYP) 7 Is Qc Solid blocking m beyond at posts oo E 9�= Sawn, Truss, or premanufaduretl floor joists per plan (TYP) 15 Side Shear Wall Framing, Typ SCALE: 3/4" = 1'-0" M C0 CD O Cb O I..L CU V^J' W L ^N LL CYO) M DESIGNEDBY: or DRAWN BY: aw Framing beyond I00N, arz>aa O V'^n PT sill plate PT Gill plate 0y�n9 S=6 DoleB'slab v-10" per plan Compacted backfill Compacted backfill —L— 6' min #4 Vertical @ 24" o.c. each face ' 30 maxiA #4 Horizontal @ VIVO 24" o.c. each face 5765 OLDE //\/F, Felt bond breaker WADSWORTH \ 4\ 6- slab per plan BOULEVARD \"\�\"�`�\ 35'mn �\� Bg ARVADA, CO Max 80002 \�\�� Reinforcing per detail / /I s 720.937.2055 vss - j226engineering.com P41' Lots I bar Undisturbed soil � Undisturbed soil #4 Longitudinal bar m 4 Foundation Detail Drop5 10" Basement Foundation Wall Detail @12"o.c. max SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" (2) 3" min framing screws @ as joist Partition wall framing PT floor plate 4tl nails @ 24" o.c. through bottom plate PA Fasteners to PT Floor Plate 32" out. min into floor plate. Predrill hole in bottom plate g Basement Partition Wall- Perpendicular to Joist SCALE: 3/4"= 1'-0" Double top plate, Typ g 0 mat B requir ick stud cal UNI ill plate string ng per p floor her. _.. i post above Holdown straps: Simpson HDU14-SDS2.5 w/ 1"0 anchor bolts. Attach w/ (36) �'x2 P SDS Bearing Wall Details Splice engtb Top Chord Splice Detail Notes: 1. Install all hardware per manufacturers instructions. 2. Hardware substitutions must meet or exceed specified hardware capacities. 3. OSB per shearwall schedule Pre-manufacturetl post base - w/ expansion or epoxy anchor. 3" min embed. 122 oral." Note: t. Post must be centered on footing. 2. Cut ends of posts shall be treated with an approved preservative. 3. Install pre -manufactured hardware per manufacturer's instructions. 10 Post Base Detail SCALE: 3/4' = 1'-0" Engineered trusses (sheadm it per code Provide continuous blocking and maintain lateral load path and vent as required by code. 36 c Bracing and nailing per schedule 2x studs per plan 2nd FF. ro Bracing and nailing per schedule Note to Contactor: Provide all nailing par Rim Joist code, UNO. Stmpp Bracing and Hol owns per 2/13-2 1st FF. Sill plate nailing per shear wall schedule TEF. REA h I Fes Anchor bolts per shearwall schedule .M W pp jE V! (min) T&G subgoor(TYP) 7 Is Qc Solid blocking m beyond at posts oo E 9�= Sawn, Truss, or premanufaduretl floor joists per plan (TYP) 15 Side Shear Wall Framing, Typ SCALE: 3/4" = 1'-0" M C0 CD O Cb O I..L CU V^J' W L ^N LL CYO) M DESIGNEDBY: or DRAWN BY: aw DATE: arz>aa SCALE: V'^n PROJECT NO.: 211% S=6 Blocking between all joists at cantilever edge Stanger hanger. Install per manufacturer instructions. 10" Min Field I Verify 7'y' Max T 3" concrete pad Reference details for beam -post and post boas attachment requirements. Notes: 1. Reccomended nse/mn shown. Adjust to field conditions 2. Maxiumum Rise: 73. 3. Minimum Tread: 10' 1 Stair Detail SCALE: 3/4" = V-0" (2) �- 0 x4" lag screw 24' o.c. Blocking 3' min width RE: plan Ni 1. t' 0 through-boks are acceptable in lieu of lag bolts. 2. Install joist hangers per manufacturer recommendations. 5 Ledger Attachment Detail SCALE: 1-1/2" = V-0" Wall framing above 6'-0' Max Note: 1. Ballast per owner option. Must meet dimensional limitations shown. 2. Owner option railing must meet minimum design criteria: 200 Is point load in any direction or 50pg (non-concumenp 'Rail Detail \_J SCALE: 1/2" = V-0" Archie (2)'g' 0 Expansion or Epoxy anchors @ ea. sold Cont. blocking at ledger. Match ledger sae Aloin RE: plan Per Plan 7r }"Max wall per retail + wall per detail • I-�IIIFII FII FII FI II FII FI 71_I 11=I I IFI I FI I I -I _I I FI I I -III '. Slab on grade Flll i ITI=IT IIIIIi Illli IIIL IIIb Illli Il In la"�� Turned down moncelab Per plan g Monoslab Ste Down Detail DATE: aeama SCALE: vx^ SCALE: 1/2" = 1'-0" Ballast per owner option. Must meet dimensional limitations shown Note: 1. Install joist hangers Par manufacturers recommendations. 6 Ledger Attachment Detail SCALE: 1-1/2" = V-0" i/i ..... Joist with Simpson LU210 joist hanger beyond. Spacing Per Plan Clean gravel I Top Soil Native soil for backfill IT _III—_III— —I necessary. Compact to = 95% proctor density. 3' Perforated! 30'Max III — drain w/ weep -III III—_ holes through retaining wall —i Q 15' o.c. max k3 Horizontal - @ 18' G.C. 40" Verti @ cal — � 24" no. Undisturbed soil 10 Retaining Wall Detail SCALE: 3/4" = 1'-0" 3-8d threaded toe nails J (2 on one side, t on the other) Beam Notes: 1. Install hardware per manufacturers recommendations 2. For joist hanger conditions, top of joist and top of Guardrail Aligned Perpendicular to Jost Span ledger/beam must be at same elevation. Single Doorr F sein Per al system Double ly tl ge t Beam e 6-0Yn�m ?) Beam to Joist Connection SCALE: 3/4" = 1'-0" Joist per plan Joist I Joist hanger Mechanical fastener or hurricane clip 2x12 nm board min around opening Joist hanger to Wheat,Qa i 01, Beam per an Y c own9 pry5•o (2) �' 0 through -bolts w/ washers 0'-2' 2 ]' Min J2 26 5 5765 OLDE �Min a WADSWORTH j'MinJT T t. Min BOULEVARD ARVADA, CO Post 80002 per plan Typical Post At720.937.2055 j226engineering.com Note. 1. May use manufactured past cap in lieu of notched post configuration. Install per manufacturers instructions. 4� Beam to Post Connection Detail Uplift strap. TYP J Header Per plan. Simpson LSTA24 Total width to Min, UNO Post per match nominal plan wall thickness. _ 1. Hold down per schedule•: Z-6' •. 2'c" Opening:Ian Opening 16'-6" nx 16'-6" nx Ian 1 .. J Add (2) N4'x5'-0- centered on access opening NOTES: 1. Install all hardware Per manufacturer's 7 Typical Large Opening/Short Wall Framing instructtionsg Foundation Opening Reinforcement Detail 2. Hardware substitutions must meet or SCALE: 1/4"=1'-0" exceed specified! hardware capacities. SCALE: 3/8"=1'-0" WWF 6x6-W3xW3 MIN centered in slab 1? clr min � 4" Per Plan — (3) 114 Horiz a 3" clr continous j/�� F lr. g._e. 11 Monolithic Slab/Foundation e SCALE: 3/4" = 1'-0" Anchor bolts per L Undisturbed soil wall schedule ac DRAWN BY: er DATE: aeama SCALE: vx^ PROJECT NO.: 21+m (z)2x1g Minimum Access Opening 1 z)2xio Minimum RewntlNonad I I sbY awls rePon 12 Attic Access Opening Framing e SCALE: 3/8" = 1'-0" SCALE: 1" = V-0" U) E M M O O 00 O U 6 t) 0N I..L U)r ^fit W L d 00 r t� M DESIGNEDBY: ac DRAWN BY: er DATE: aeama SCALE: vx^ PROJECT NO.: 21+m S=I From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Tuesday, November 23, 202110:26:52 AM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3713 #101 Pierce St Property Owner Name Joshua Williams Property Owner Phone 720-229-5149 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email joshw76@gmail.com Address Attach City of Wheat 3711 Pierce St Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 202005011620013849 202006081141368198 Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Joshua Williams What is your role in the Property Owner project? Contact Phone Number 720-229-5149 (enter WITH dashes, eg 303-123-4567) Contact Email Address joshw76@gmail.com for Plan Review Comments Retype Contact Email joshw76@gmail.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger 3713 #101 Pierce. Demolish existing SFR and rebuild with new residential Duplex unit. IRI. .11.--.•... Submission.od 3711-3713 Pierce St WR Sanitation District Completed Proof of Submission Form.odf 3711-3713 Pierce St Soils Enaineer Report.pdf 3713 Pierce St Architectural Plan Permit Set 11-22-21.odf Project Value (contract 125,000 value or cost of ALL 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 Valuation Okay 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 Joshua Williams 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. 1. The Applicant shall construct the curb, gutter and sidewalk improvements along Pierce Street to bring them into conformance with current City standards. 2. Applicant hereby agrees to perform the construction of curb, gutter and sidewalk improvements and understands the Certificate of Occupancy shall be withheld until such time as the work has been completed to the satisfaction of the City. 3. Prior to issuance of the CO the deed for the additional Row must be received and recorded. From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Monday, November 22, 20215:04:26 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION 3713 Pierce St Unit 100 Property Address X Property Owner Name Joshua Williams Property Owner Phone 720-229-5149 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email joshw76@gmail.com Address Attach City of Wheat 3711 Pierce St Electronic Payment Form - Revised 5-1-20 Ridge Electronic Fillable 202005011620013849 202006081141368198 Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Joshua Williams What is your role in the Property Owner project? Contact Phone Number 720-229-5149 (enter WITH dashes, eg 303-123-4567) Contact Email Address joshw76@gmail.com for Plan Review Comments Retype Contact Email joshw76@gmail.com Address DESCRIPTION OF WORK Detailed Scope of New duplex residence with attached garages. Demolish existing Work - Example: New SFR structure and rebuild with duplex unit. single family home with 2 car attached garage Square Footage of 3,281 New Construction Upload Proof of 3711-3713 Pierce WR Water District Completed Proof of Submission to Water Submission pdf Department Upload Proof of 3711-3713 Pierce St WR Sanitation District Completed Proof of Submission to Submission Form pdf Sanitation Department Engineering Letters 3711 5 Pierce St Lead and Asbestos Inspection Report ndf and Other Letter Size Attachments Energy Calcs 3713 Pierce St Manuals J and DJLoad Calculations pdf Construction Plans 3713 Pierce St Architectural Plan Permit Set 11-22-21.pdf scanned on 11'x17" or larger Project Value (contract $550,000 Valuation Okay value or cost of ALL 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 Joshua Williams 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. 1. The Applicant shall construct the curb, gutter and sidewalk improvements along Pierce Street to bring them into conformance with current City standards. 2. Applicant hereby agrees to perform the construction of curb, gutter and sidewalk improvements and understands the Certificate of Occupancy shall be withheld until such time as the work has been completed to the satisfaction of the City. 3. Prior to issuance of the CO the deed for the additional Row must be received and recorded.