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HomeMy WebLinkAbout5536 W. 27th AvenueL PLOT PLAN 5536 & 5554 W 27th STREET - ASPHALT CONSTRUCT 315 SF — w w w— w— w PATCH w W _W— A PARCEL OF LAND LYING WITHIN THE SE 1/4 OF THE SE 1/4 OF SECTION 25, W 27 AVENUE CL EL: 530.56'\ TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, \y SAN SAN N N S4 SAN 54N SAN SANSANSANSANSAN SAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CL EL: 5380.31' CIS EL: 53 .42CONSTRUCT 47 [r OF a• PVC SANITARY SEWER SERVICE AT - - - - - _- I 2% MIN SLOPE CONTRACTOR TO 0 - — CONSTRUCT 58 LF OF 3/4• TYPE K VERIFY RE IN ELEVATION WATER SERVICE AND METER PER - / DISTRICT STANDARDS CONSTRUCT 23 S.Y. 5' CONCRETE SIDEWALK CONSTRUCT 23 S.Y. 5' - - CONCRETE SIDEWALK 78 v 77. 78 y\ J\ ijn J N 3 '•�1 In in17&W 767a \ ,' 6.3' G 80.501 N / E%I NO WATER - M R TO REMAIN BUILDING SETBACK UNE (TYP) Y / 77.00 RS FFD-SJ80 50 1/ �' 74, ? FFE 5380.00 �N 5.09' ':RE AR 14 { _ AnMNAGE e 8 LOT UNE RE: ARCH FOR DECK - - PATIO DRAINAGE fINF STALL 398 LL SILT FENCE 7 ^p 7246 �j 71.65 71.92 I' 70.86 lk 71.441 XlFl- 71.71 71.011 vvp 7239 71.88 ^ 1 7257 n a a . 1.79>—. ---_ - \; 1.97. 7259 ` �2 7239 1 INSTALL 217 LF / 72.10 a 7257 a RS 71.89 V OF SILT PENCE — — / _ — — , PFE=5371.6 7FFE=5371.3 711.49 .OY 71.30 71.79 J° -.a � � 71. CONSTRUCT 40 S.Y. CONCRETE DRIVE 8• MIN. THICKNESS L _ _ _ _ .0 4 _ _ __ L _ .A 71 CL EL: 5370.47'�• ALLEY RELOCATE OVERHEAD PILE AND UTIUTIES CL EL: 5370.98'---------� rl Fi 5370 0 Wo� 9 '.1' [Fi i;TNd FOFiF�d� ;GW a d SITE AREA VICINITY MAP NOT TO SCALE W. 26TH 81 81 MINOR CONTOUR (1' INTERVAL) 0 5280 MAJOR CONTOUR (5 INTERVAL) z W PROPERTY BOUNDARY N — — — W. 277H AVE. m AS z • WATER SERVICE U SITE AREA VICINITY MAP NOT TO SCALE W. 26TH 81 81 MINOR CONTOUR (1' INTERVAL) 5280 5280 MAJOR CONTOUR (5 INTERVAL) PROPERTY BOUNDARY — — — EASEMENT Ws AS z WS WATER SERVICE — js js SS SANITARY SEWER SERVICE EXISTING PROPOSED SYMBOLS. SYMBOLS w k SPOT ELEVATION - ♦ FLOW DIRECTION, TYPICALLY ON PAVED SURFACES -- FLOW DIRECTION, TYPICALLY IN GRASSED SWALE FLOW DIRECTION, TYPICALLY IN FLAWUNE O ® WATER METER 0 oto CLEANOUT � U ® ROCK SOCK RS • SILT FENCE SF GENERAL NOTES: 1. PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. 2 PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEOUT. 3. EASEMENTS DISPUTED ON THIS PLOT ARE FROM THE RECORDED 4. PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. 5. PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING STAKEOUT. 6. BASE MAPPING PROVIDED BY THE OWNER. N GRAPHIC SCALE 10 0 10 20 1 INCH FEET)m 1FT 1 IRONS, INC 07/10/19 rxi coxAs 5 - NSE f GESC HAN.dx9 T 1 a 4 C01 z 0 rn w W � U Cn F T+ n o CV N � 117 o 46 w z � S U-) t9 IRONS, INC 07/10/19 rxi coxAs 5 - NSE f GESC HAN.dx9 T 1 a 4 C01 `µnea,q Colorado Geoscience & Design, Inc. P.O. Box 68 Fravldown, Colorado 8av6 • Phone: 303.688.2150 • Fax: 303.688.1295 • C0Ge0Design.00m Thirty Two Development 1615 Platte Street, and Floor Denver, CO 80202 SUBSURFACE INVESTIGATION OF 5536 WEST 2yrH AVENUE EAST LOT JEFFERSON COUNTY, COLORADO REPORT NO. 21-390 July 16, 2021 Revised October 20, 2021 Revised December 15, 2021 NOTVA DWITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS TABLE OF CONTENTS General Site Conditions Field and Laboratory Investigation Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Structural Fill Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation Drain System Foundation Grading Detail Appendix 1 1 1 2 4 6 7 7 7 8 8 9 Figure 1 Figure 2 Figure 3 Table 1 Detail 1 Detail 2 Information about the Report ,µneu96 •60 Subsurface Investigation knew" Thirty TWO G av pmeni Colorado Geoxience and Oeagn, Inc. Report No, 21.174 GENERAL This report presents the results of data obtained during the subsurface investigation at 5536 WEST 27TH AVENUE, EAST LOT, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time there is an existing single -family residence located at this site. It is our understanding a single -family residence with a basement and attached garage is planned for this site. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads to range from 1,000 to 2,500 pounds per linear foot of foundation wall. The general topography of the site slopes approximately 3% to the south. The vegetation at the site consists of native trees, grass, and weeds. The weather was warm and clear at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION One (1) exploratory test hole (131) was drilled for the single -family residence and one (1) exploratory test hole (62) was drilled for the attached garage on June 30, 2021, at the site shown on the Location Map. The test holes were drilled with a four-inch (4") diameter auger advanced with a CME-45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell- consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was encountered at a depth of 15 feet in B1 at the time of the field investigation. When checked later, groundwater was encountered at a depth of 12 feet in 131 and 13 feet in B2. 131 caved to 14.5 feet and B2 caved to 13.5 feet. These observations represent the groundwater conditions at the time of drilling or December 15, 2021 1 measurement and may not be indicative of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and Colorado Geoscience and Design Inc. shall be absolved from any and all responsibility for any damages arising from the failure to obtain proper site observations. If an individual or contractor performs an open -hole or site observation or disregards the foundation recommendations cited herein, other than those provided by Colorado Geoscience and Design, Inc.'s, or that which has been approved by the local building officials, that individual or contractor will assume all liability for using this subsurface investigation and its relevant construction recommendations. �1 FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the proposed single-family residence be founded on drilled piers and grade beams or continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. Piers shall be a minimum 10 -inch diameter. 2. Piers shall be a minimum of 24 feet deep embedded 5 -feet into the claystone bedrock. 3. Piers shall be designed for a maximum end bearing capacity of 12,500 pounds per square foot. 4. Side shear resistance of 1,250 pounds per square foot for the 5 -foot portion of the pier embedded into the claystone bedrock. 5. Piers shall be designed for a minimum dead load of 3,000 pounds per square foot to resist uplift. If the minimum dead load pressure cannot be met, the pier length should be increased to offset any dead load deficiency. December 15, 2021 ,µneuq �or a subsudaue investigation Thinly Tien Development g Ile Colorado Geoscience and Design, no, Report No. 31-370 measurement and may not be indicative of the conditions at other times. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and Colorado Geoscience and Design Inc. shall be absolved from any and all responsibility for any damages arising from the failure to obtain proper site observations. If an individual or contractor performs an open -hole or site observation or disregards the foundation recommendations cited herein, other than those provided by Colorado Geoscience and Design, Inc.'s, or that which has been approved by the local building officials, that individual or contractor will assume all liability for using this subsurface investigation and its relevant construction recommendations. �1 FOUNDATION RECOMMENDATIONS Based on our evaluation of the subsurface conditions, we recommend the proposed single-family residence be founded on drilled piers and grade beams or continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. Piers shall be a minimum 10 -inch diameter. 2. Piers shall be a minimum of 24 feet deep embedded 5 -feet into the claystone bedrock. 3. Piers shall be designed for a maximum end bearing capacity of 12,500 pounds per square foot. 4. Side shear resistance of 1,250 pounds per square foot for the 5 -foot portion of the pier embedded into the claystone bedrock. 5. Piers shall be designed for a minimum dead load of 3,000 pounds per square foot to resist uplift. If the minimum dead load pressure cannot be met, the pier length should be increased to offset any dead load deficiency. December 15, 2021 `µneuq °60 Gubsudace Investigation o"Nneow°ff Thirty Two Development Colorado GeoSi and Design, Imp Report No. 21.170 6. All piers shall be reinforced their full length with steel rebar. The pier reinforcing shall be designed to resist the tension resulting from the maximum uplift pressures. No less than 1% of steel based on the pier end area shall be used. The pier reinforcing steel shall extend into the foundation wall a sufficient distance to fully develop the bars in tension. 7. The recommended diameter must be maintained at the top of each pier hole. We recommend forming the top portion of the pier with cylindrical cardboard forms to prevent mushrooming 8. The drilled pier holes shall be cleaned of all loose material and filled immediately with concrete to prevent sloughing of loose soil or infiltration of water. 9. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 40 pounds per cubic foot plus any applicable surcharge or hydrostatic loads and shall be designed to distribute the applied loads between piers. 10.A void forth of a minimum of four inches (4") shall be placed under the foundation grade beam walls between the drilled piers. 11. If water is present in the drilled pier hole, the concrete shall be pumped or tremmied to the bottom of the pier to displace the water. �. ALTERNATE FOUNDATION RECOMMENDATION: An alternate and satisfactory foundation recommendation for the proposed single-family residence would be continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. The footings and pads shall be designed for a maximum soil bearing pressure of 1,250 pounds per square foot (DL+LL). The basement foundation shall bear on 3 - feet of structural fill and 3 -feet above the groundwater. (See "Placement of Structural Fill"), 2. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 -feet of soil cover for frost protection, or per county codes. 4. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 40 pounds per cubic foot plus any applicable surcharge or hydrostatic loads. December 15, 2021 3 `µneuq �or a subsurface lnvesllgatlon deo e Thirty Two Cevebg nt Coloredo Geosclence and Design. Inc Report No. 21 370 5. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of W. CRITERIA FOR SLAB -ON -GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material or comprised of soft or stiff clays with swell potential less than 1% under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturers recommendations for subsoil and slab construction and moisture testing prior to installation. A change in water content in soils is a major contributor to slab movement Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to 1/a inch in width and/or differential are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave less than or in excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or December 15, 2021 4 prospective buyer review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential Chart Slab Performance Risk Category ,µneuq °60 Low 0 to <2 Subsurface Investigation 2 to <4 Thirty Two revelopnerd ,sow" Colorado Geascence and Deebn, Ino. Report No. 31-370 t 6 prospective buyer review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential Chart Slab Performance Risk Category Representative Percent Swell 1,000 psf Surcha e Low 0 to <2 Moderate 2 to <4 High 4to<6 Very High t 6 Note: the representative percent swell values presented are not necessarily measured values; rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. The swell potential of the indigenous soils for the residence at this site meets the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios, and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder, and If the ownerlbuilder Is unwilling to accept the risk of differential slab -on -grade movement, a structural floor above a crawl space is required in the basement. The ownertbuilder shall be cautioned that problems with mold may arise when floors are built over a crew[ space or with a structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: e Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. a The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. December 15, 2021 • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than %" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF STRUCTURAL FILL Where structural fill placement is required, the following requirements shall be followed. The basement house foundation shall be over -excavated 3 -feet below the bottom of the footings and pads and 4 feet in all directions beyond the footprint of the foundation. The structural fill material shall consist of non -expansive soil free of deleterious material (organic, frozen of other unsuitable material) and rocks greater than 3" in diameter. The fill material should be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its maximum standard Proctor dry density (ASTM D-698). Non -cohesive soils (sand) shall be placed at ±2% of the optimum moisture content and cohesive soils (clay) shall be placed at +3% to —1% of optimum moisture content. A Standard or Modified Proctor Curve (whichever is applicable) by Colorado Geoscience and Design, Inc. or an approved testing firm is required. An excavation observation and soil density test is required and shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify soil conditions, the depth of excavation, and quality of the compacted soil prior to the placement of the footings and pads. The fees for these tests are not included in the cost of the subsurface investigation. December 15, 2021 6 ,µnes,q Subsurface Investigation ro 6, Piny Two Development gow" Cobredo Geoederea and nesgn. Inc. Report No. 21-370 • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than %" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF STRUCTURAL FILL Where structural fill placement is required, the following requirements shall be followed. The basement house foundation shall be over -excavated 3 -feet below the bottom of the footings and pads and 4 feet in all directions beyond the footprint of the foundation. The structural fill material shall consist of non -expansive soil free of deleterious material (organic, frozen of other unsuitable material) and rocks greater than 3" in diameter. The fill material should be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its maximum standard Proctor dry density (ASTM D-698). Non -cohesive soils (sand) shall be placed at ±2% of the optimum moisture content and cohesive soils (clay) shall be placed at +3% to —1% of optimum moisture content. A Standard or Modified Proctor Curve (whichever is applicable) by Colorado Geoscience and Design, Inc. or an approved testing firm is required. An excavation observation and soil density test is required and shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify soil conditions, the depth of excavation, and quality of the compacted soil prior to the placement of the footings and pads. The fees for these tests are not included in the cost of the subsurface investigation. December 15, 2021 6 ,µneuq o�a SubsuMce lmestgalion 6,�eo Tbiny Two Denicirmen! ColorWo Gewcience aM Design. Ina Report 140. 01-370 PLACEMENT OF FOUNDATION FILL Expansive soil is not suitable for backfill material adjacent to the foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re -compacted to a minimum of 90% of Standard Proctor Density, ASTM D-698. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. SUBSURFACE DRAINAGE The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is cri ical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area around the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 feet away from the foundation walls and beyond any backfill zones directing water away from the foundation. December 15, 2021 7 `µneuq do Investigating e'4.eow"� ThingSubsTare Tinny Twu aneb Colorado cecscienw and onion. me eeran No, z1-370ra�o The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5') of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non-woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Changes in site grading by landscapers or properly owners can have damaging effects on foundations and concrete basement and garage slabs-on-grade. It is the property owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owners responsibility to maintain downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched per OSHA excavation requirements. Spoils from the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. It is the owner/contractor responsibility to be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per Ilter of air (pCi/I). Results of a 1987- 1988 EPA-supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. December 15, 2021 g ,µnes,q Subsul m untgation e.q„aow^� Thirty Txn Development Coloreds Geascienw and Design. Inc Report No. 21-370 Radon tends to accumulate in poorly ventilated areas below ground level and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. If this subsurface investigation is 4 years or older, Colorado Geoscience and Design, Inc. shall review the recommendations cited in this report to ensure all applicable codes are current and comply with the current state and county regulations. December 15, 2021 9 NS! Y RVEWE PPJPE LINE Ovrvtmrnn[imert Qwurvonwu 2rti6i pvmcs SITE MAP THIRTY TWO ID cPSL(XAMR RLEv Bl 3TB3WN 53n ALL l(KNATTON551CON ARE BASED ON SPECHIC INFORMUON 6L tlW JOB 39°45330'N Sr LOCATION NE 1O -m'"o SAE � SITE MAP THIRTY TWO S nLE DEVELOPMENT 1fNO. ALL l(KNATTON551CON ARE BASED ON SPECHIC INFORMUON JOB ��°" `` Sr LOCATION DIRECTMELFIC`°x�` Ss+e Wt�veNur, 2 ARE uEkl vii dwn.xe w st Colorado Geoacience and DePROJECT: Subsurtace Investigation JOB NO: 2121� Deal I n, Inti. CLIENT: Thirty Two Development Log of Test Holes LOCATION:5536 West 27th Avenue East Lot Jefferson County Coloratlo nou 1 rwn_ a.rorunn.APP .._.,e_.._.._ Ens—Ur A— Clay, sandy, medium soft, moist to saturated, brown Clay, sandy, stiff, moist to saturated, brown Claystone, moist, olive gray Clay, sandy, medium soft, moist to saturated, brown Clay, sandy, stiff, moist to saturated, brown Claystone, slightly sandy, moist, light gray Nees: WhereApeucablw- I wry indicates lhat'K'numberot blows W a 100 -pound intimater falling 30 1 a' t Intense ground water encountered buiing rhe tlrllling ouni Inches are repuired to drive a 2.inm diameter rambler "y"number M'mchm. b. s Indicates traded water encountered el18r 2a hours. a eon 11 Indicates nat whim eon Si coT corn l.x¢n a n ( i.n.....»......... Figure 2 SWELL -CONSOLIDATION TESTS 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 3' Soil Description: Clay, sandy, medium soft, moist to saturated, brown ++8 J +6 J 0 +4 LL N D O +2 0 0 F _ W Q -2 00 W 0 -4 a Z -6 O U -8 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 Depth 8' Soil Description: Clay, sandy, medium soft, moist to saturated. brown JOB NO. 21-370 FIGURE 3 SWELL- CONSOLIDATION TESTS 100 300 1M 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 18' Soil Description: Claystone. sliahtly sandy. moist, light gray JOB NO. 21-370 FIGURE 3 |! ! •!|ƒ!!� |!¥»!#! \!\\/\ _�' 00 FOUNDATION GRADING DETAIL NOTE: 1. PROVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 10'-0" FROM HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'-0" BEYOND THE FOUNDATION. SECTION Colorado SCALE: NTS nocime. k Mekn. Inc. BRACE WALLS, TOP &BOTTOM PRIOR TO BACK FIWNG III -WELL SLOPED - 12" PER �10 FT. MIN. DO NOT DIKE WITH SOD OR EDGING CONCRETE GRADE OF WELL -COMPACTED Y COMPACTED .SLOTTED DRAIN COVER -DRAIN TO CONNECT WITH PERIMETER FULTLIHYUENE GLUED TO LL EXTENDED ALNG THE EXPANSION JOINT I 5+-I-BOTOTOM OF THE EXCAVATION. VOID BETWEEN -15# BUILDING FELT r" MI . 3/4" TO 1 1/2" CLEAN GRAVEL 4" MIN. L 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER ENO WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE, DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR PIER FOUNDATTON) SECTION SCALE: NTS r D., APPENDIX Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years atter issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Page 1 of Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. SwellPatenfial Chart SWELL POTENTIAL AT 1,000 LBS. CLASSIFICATION Ola Ya% Non-expansive/Very low 'h to 1 h% LOW 1 Yr to 3'/a% Moderate 3% to 6% High 6w8% Very High Greater than 8% Critical The swell potential classifications are based on the percentage of swell for samples placed on swellhonsolidation machines under a surcharge of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and fiance plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several fines in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: • Soil and bedrock type and variability • Stratigraphy • Groundwater depth and anticipated post -construction moisture conditions. • Surface water drainage and features • Post -construction landscaping and irrigation • Constmction details and proposed use • Local experience Page 2 of 3 ,µneuq °60 Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review 'A Guide to Swelling Sails for Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. - Page 3 of 3 BRACE WALLS. TOP & BOTTOM, WELL SLOPED - 12" PER PRIOR TO BACKFILLING 10 FT. MIN. DO NOT DIKE WITH SOD OR EDGING CONCRETE GRADE OF WELL -COMPACTED COMPACTED SLOTTED DRAIN COVER X DRAIN TO CONNECT WITH PERIMETER R SLAB3" TO 4" DAMP PROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE EXPANSION JOIK BOTTOM OF THE EXCAVATION. VOID BETWEEN -15# BUILDING FELT 4" MI . _ 3/4" TO 1 1/2" CLEAN GRAVEL 4" MIN. 4" DIAMETER PERFORATED PIPE. SLOPE DRAIN PIPE 1/8" PER FOOT TO DAYLIGHT, OR TO A SUMP PIT. IF TO GAYIJGHT, COVER END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR PIER FOUNDATION) SECTION SCALE: NTS FREEDMAN RESIDENCE- EAST SHEET INDEX Owner: Thirty Two Development, LLC 3193 Jay Street Wheat Ridge, CO 80214 P: 434.989.6705 Contact: Chad Freedman chad.freedman@gmail.com Architect: Studio Spinnato, Inc. 2745 W 36th Ave Denver, CO 80211 P: 970.390.5836 Contact: Julie Spinnato julie@studiospinnato.com General Contractor: Rog and Wllco Denver, CO 303-578-0387 Contact: Josh Schaffer josh@rogandwilco.com Structural Engineer: Censpace, LLC 580 Burbank Street # 120 Broomfield, CO 80020 303.655.9118 Contact: Brandon Fleming Geotechnical: Colorado Geoscience & Design, Inc. PO BOX 68 Franktown, CO 80116 303.688.2150 Survey: Power Surveying Company, Inc. 6911 Broadway Denver, CO 80221 303.702.1617 Civil: Baseline Engineering Corporation 112 N. Rubey Drive #210 Golden, CO 80403 303.482.7712 Contact: Noah Nemmers, PE noah@baselinecorp.com PROPERTY DATA FREEDMAN SUBDIVISION - FILING NO.2 A REPLAT OF LOTS 23 AND 24, PRINCE'S RESUBVISION OF LAKESIDE ZONING DISTRICT, LYING WITHIN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6GH PRINCIPAL MERIDAN LOT SIZE: 7,900 SF = .1813 ACRES "AII 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. 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 R109.1.1 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 bearing points shall comply with the drawings. city a �W1-reatI>�dge "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws In effect at the time of submittal. Reasonable effort was exercised in checking for Code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local Cedes, ordinances or amendments thereto. Plan Reviewer hones Date 01/04/2022 ZONING DATA ZONING DISTRICT: R -1C BASE PLANE: (5377.68'+ 5373.50'+ 5370.55'+ 5374.33')/4 _ +5374.00' USGS FINISHED GRADE CALCULATION: NORTH MIDPOINT: 5378.44' EAST MIDPOINT: 5374.22' SOUTH MIDPOINT: 5371.30' WEST MIDPOINT: 5371.92' AVERAGE FINISHED GRADE:5373.97' MAX. ALLOWABLE BUILDING HT. 35'-0" PROPOSED MAX. BUILDING HT. 31'-7" ALLOWABLE BLDG. COVERAGE: 13,160 SF PROPOSED BLDG. COVERAGE: 40% = 3,159 SF MINIMUM ALLOWABLE LANDSCAPE AREA: 25% = 1,975 SF PROPOSED LANDSCAPE AREA: = 4,395 SF BUILDING DATA Occupancy: R -Residential Construction Type: V -B Fire Sprinkler: None Codes: 2018 International Building Codes City of Wheat Ridge Adopted Codes 2020 National Electrical Code IECC ComDliance Method Prescriptive Thermal Envelope: Climate Zone: 5B Insulation Requirements: Ceiling: R-49 Fenestration: U -Value- .30 Wood Framed Wall: R-20 Floor: R-30 Basement: 15/19 Slab: R-10, 2ft PROPOSED BUILDING AREA Lower Level ,>shiana e Upper Level Main Level Resel GARAGE Storage V,'re� a.,� 8205F _ 367 SF Covered Patio ot,A,aw�l ®nal� lo,e 16USF A2.1 Chi A2.3 Wil„an St�reV ® 0 0 9 9C,II;domae s,�w SECTIONS oon°ArM, oam,alnRe"" �N A4.1 DETAILS uaAd Eleclnc LOWER LEVEL ELECTRICAL PLAN Ball Mountain a¢� % q Children vg E1.2 UPPER LEVEL ELECTRICAL PLAN Partner Canoor py "il I21h1. .,eu. see s mo .w 1,,111. n fl ea°baE<,.,ep 99 .m... C.°oaame°a � 9 Ra°„IaAeReMrPA A'r" 0 a�Vev la.° s"s to'`, ale ` .",. nee Tel"T°Isu,ie o:'Po, ® a ee © fixon g worvp r,.ee nn McBat'M 9 „ml,a,a a °,n vicandy Acc.n. Old Gold aa, a, °A °^ Clarkshe a AT All Macred oasaal°"`�° p"ia „rue. Ease.,.r�e. $1 Baker� Ave 25th Box p 0 m Wo e Rl wR„QPI ith v(lne,,,ela.°,a"re ©OAchr o, To p Shop Bar 1111 I Q” A° drum, AlRMO lPark, Card a yoord, sm 9NARkRATIVE PROJECT WOOD FRAMED, 2 STORY SINGLE FAMILY HOME WITH FINISHED BASEMENT AND ATTACHED 3 CAR CAR TANDEM GARAGE. "AII 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. 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 R109.1.1 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 bearing points shall comply with the drawings. city a �W1-reatI>�dge "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws In effect at the time of submittal. Reasonable effort was exercised in checking for Code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local Cedes, ordinances or amendments thereto. Plan Reviewer hones Date 01/04/2022 ZONING DATA ZONING DISTRICT: R -1C BASE PLANE: (5377.68'+ 5373.50'+ 5370.55'+ 5374.33')/4 _ +5374.00' USGS FINISHED GRADE CALCULATION: NORTH MIDPOINT: 5378.44' EAST MIDPOINT: 5374.22' SOUTH MIDPOINT: 5371.30' WEST MIDPOINT: 5371.92' AVERAGE FINISHED GRADE:5373.97' MAX. ALLOWABLE BUILDING HT. 35'-0" PROPOSED MAX. BUILDING HT. 31'-7" ALLOWABLE BLDG. COVERAGE: 13,160 SF PROPOSED BLDG. COVERAGE: 40% = 3,159 SF MINIMUM ALLOWABLE LANDSCAPE AREA: 25% = 1,975 SF PROPOSED LANDSCAPE AREA: = 4,395 SF BUILDING DATA Occupancy: R -Residential Construction Type: V -B Fire Sprinkler: None Codes: 2018 International Building Codes City of Wheat Ridge Adopted Codes 2020 National Electrical Code IECC ComDliance Method Prescriptive Thermal Envelope: Climate Zone: 5B Insulation Requirements: Ceiling: R-49 Fenestration: U -Value- .30 Wood Framed Wall: R-20 Floor: R-30 Basement: 15/19 Slab: R-10, 2ft PROPOSED BUILDING AREA Lower Level 13755F 1237 SF Upper Level Main Level 1506 SF 8125F GARAGE Storage 166 SF Garage Footprint 8205F Raised Deck and Stairs 367 SF Covered Patio W85F House Footprint 16USF WHEAT RIDGE, CO SHEET INDEX AO.0 COVER SHEET A0.1 GENERAL NOTES & SCHEDULES A0.2 ARCHITECTURAL SITE PLAN A1.0 LOWER LEVEL PLAN A1.1 MAIN FLOOR PLAN A1.2 UPPER LEVEL PLAN A1.3 ROOF PLAN A2.0 ELEVATIONS A2.1 ELEVATIONS A2.3 Perspectives A3.0 SECTIONS A3.1 SECTIONS A4.1 DETAILS E1.0 LOWER LEVEL ELECTRICAL PLAN E1.1 MAIN LEVEL ELECTRICAL PLAN E1.2 UPPER LEVEL ELECTRICAL PLAN Reviewed for Zoning Compliance by the AI City of Wheat Ridge Planning Division -I I APPROVED f/ BY:� DATED ecembe Oecembe n, 202h 1 COMMENTS: Approved with the following conditions As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspcctions, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor ficensed 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 granting of a Compacta of occupancy, an As - Built Survey or Improvement survey Plat shall be submitted to the City. Owner/Contactor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccuate information submitted within the plan set and any construction evom resulting from inaccuate information. The first 25' of a driveway from the existing Mge of pavement all Me site all be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303 205-0615. Prior to issuance of a CO, 1 trees) shall be planted within the front setback. In addition, no less than twenty-fivepereent (25%) of Me groes lot area and no less than 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 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. Maximum building coverage in the R -1C zone is 40%. Site at maximum, future building additions, including covered patios, decks, or accessory structure, are not be permitted over this amount. Reviewed by Me City of Wheat Ridge 16e, Engineering Division ] -•��J/ APPROVED gy; Mark A. Skelskey DATE, OW412022 COMMENTS: Approved with the Following Conditions U 0= �r o� .CL U) studiospinnato.com P. 970.390.5836 W U Z W 0 v� U) w nO LU z U n/ LL.� Q 0 o Z ri EE Nle - 3: (0w C Co 5 Lo G D W NW I0 Ii ,Rsd�ta as dresdans; real". as an , a mm«a...,l�e,,e IN " w ArR++y cesiwm sRl""e"Iz . . asiam Bseuw Inrvn"bnI"� m ckesh , re AG7 T31111110i COVER SHEET A0.0 GENERAL NOTES 1. Do not scale these drawings. • Verify all dimensions and conditions prior to commencing work or ordering materials. • Any variation should be brought to the attention of the Owner and Architect. 2. Drawing Dimensions • Al dimensions are to the face of the foundation and framing studs at new walls, or edge of rough opening unless noted otherwise. 3. Existing Conditions • It is the responsibility of the Contractor(s) to examine the existing conditions prior to submitting a bid to the Builder as proposals must take into account all such conditions which may affect the work. • Existing conditions are based on plans provided by the Owner and minimal field measurement. • Discrepancies in the drawings and actual field conditions shall be reported to the Architect. Connected drawings or instructions shall be issued by the Builder prior to the commencement of • This project shall comply with current adopted codes including: • 2018 International Residential Code • 2018 International Fuel Gas Code • 2018 International Plumbing Code • 2018 International Mechanical Code • 2018 International Energy Conservation Code • 2020 National Electrical Code 2009 ANSI • Wheat Ridge Municipal Codes • It is the responsibility of anyone supplying labor, materials, or both to bring to the attention of the Architect and Builder any discrepancies or conflicts between requirements of these codes • Contractor shall coordinate and field verify utility connections, their routing, meter locations, hose bibs and other associated items. • Provide 10% min. drainage for 10' from perimeter foundation walls. • Provide 2% slope away from structures at impermeable surfaces. • Provide all downspouts with extension to drain a minimum of 5' from foundations. • Refer to Civil drawings for drainage and Site grading information, 6. Utility Connections • Contractor shall coordinate and field verify utility connections, their routing, meter locations, hose bibs and other associated items. • Coordinate septic system design per Owner and system designer. 7. Manuals and Warranties All manuals and warranties of all materials and equipment are to be furnished to the Owner upon completion of the project. 8. Completeness of Documentation The details shown are intended to further illustrate the visual design concept and minimum weather protection requirements for this project. The Contractor(s) shall incorporate the requirements of the local building codes, structural considerations, trade association manuals, publications and recommendations and the manufacturer's written instructions for complete construction of details. All possible field conditions that may be encountered are not necessarily described. Field conditions encountered that require clarification shall be brought to the Builder's and Architect's attention. 9. Foundations • New Foundations per Structural Engineer's Plans and Details. • Reference the soils report from Colorado Geoscience and Design, Inc. dated July 16, 2021 for all soils preparation. • Damproof exterior walls below finished grade level • Provide perimeter drain per Soil's Report. • Al wood in direct contact with concrete to be pressure treated including structural sills and ledgers, or provide waterproof and vapor proof memebrane between framing and concrete. • Coordinate fop and bottom of foundation wall elevations between A0.0 Architectural Site Plan, Civil Drainage Plan and structural foundation plans and details. 10. Concrete and Reinforcement New concrete and reinforcement per Structural Engineer's Plans and Details. All wood in direct contact with concrete shall be pressure treated, or provide waterproof and vapor -proof membrane between framing and concrete. 10. Typical Floor Assembly • Main and Upper Level floor to be wood I -Joists per Structural Engineer with O.S.B. sheathing screwed and glued to joists. Provide min. R-42 fully encapsulated insulation at all cantilevered floors and floors over unconditioned space. 11. Typical Wall Types • New inferior walls to be 3-1/2" wood stud framed walls Q 16" o.c. unless noted otherwise. Provide finished 1/2" gypsum wall board on all inferior finished faces. • Finish wall board per owner. • Provide 3" floating framing for non-bearing basement inferior walls per detail. • Provide acoustic batt in wall cavities around bathrooms and laundry rooms. • Provide 5/8" Type "I gyp. inside face of framing at garage and under stairs. 13. Heating, Ventilation, and Air Conditioning • New HVAC system to be forced air. • Provide digital setback type thermostat. • Furnace to be min. 927 AFUE w. ECM Blower Motor. • Apllionce Specification and locations, duct runs and vents per HVAC contractor. • Automatic or gravity dampers to be installed on all outdoor air intakes and exhausts. • Seal all joints and seams of air ducts, air handlers, filter boxes and building cavities used as return ducts. • Do not use building cavities as supply ducts. 9e te.raFnslnyrlsAFr hprfe • Provide Whole House Ventilation System per 1505.4 e21d • See Electrical plans for electrical outlet, switch, and fixture locations. • All recessed cans to be sealed and I.C. rated. • Switch, outlet, light fixtures and cover plates to be selected by owner. 15. Plumbing • See mechanical for hookups and layouts. See architectural for basic plan layout. • Provide low flow fixtures at all locations except kitchen sink. • All fixtures to be selected by owner. 16. GENERAL: • These plans and details have been designed for construction atone specific location. These plans and details shall not be used at any other building location. • Submit all shop drawings product information for Architect's and Owner's approval. 17. RADON MITIGATION: • Provide radon mitigation per 2018 IRC AF103.5 passive sub -slab depressurization system. Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12.Minimum Ceiling height shall be 7' or accordance with section R305.1. 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 R315Emergency escape and egress shall comply with R310Domestic cooking exhaust equipment shall comply with code section M1503.1.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 M1503.6.2 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 R307.2Showem shall comply with P2708Shower control valves shall comply with P2708.4 WINDOW SCHEDULE Mark DOOR SCHEDULE Mark width Height Comment 001 8'-9' 69'x42" T-9' Horizontal Slider Egress 2PANEL SLDIER 002 6'-9' Awning 8'-9' 36"x54" DOUBLESIDE HINGEDSOLIDCORE 003 16'-0" 8'-U' T-9' OVERHEAD GARGAE DOOR 004 2'-6" 8'-11" 6'-8" 007 SIDE HINGED HOLLOW CORE 005 3'-n 008 6'-8" 7'-9' SIDE HINGED SOLID CORE CORE 20 MIN, 006 5'-9' 8'-9' 6'-8" 101 DOUBLE SIDE HINGED HOLLOW CORE 007 4'-9' 102 6'-8" 10'-07/8" DOUBLE BYPASS HOLLOW CORE 008 4'-n 8'-9' 6'-8" 104 DOUBLE BYPASS HOLLOW CORE 009 2'-8" 105 6'-8" 8'-9' SIDE HINGED HOLLOW CORE 010 2'-8" 8'-6" 6'-8" 107 SIDE HINGED HOLLOW CORE 011 2'-8" 108 6'-8" 8'-9' SIDE HINGED HOLLOW CORE 012 3'-9' 8'-9' 6'-8" 110 Self Closing, 20 Minue Door 100 3'-6" 111 a-9' 8'-9' SIDE HINGED SOLID CORE 101 8'-9' 8'-0" 8'-9' 113 12 X 8' 3 PANEL SLIDER 102 8'-9' 114 8'-9' 8'-a, 2PANEL SLDIER 103 8'-9' 7'-9' 8'-9' 202 2PANEL SLDIER 104 2'-9' 203 8'-9' T-9' SIDE HINGED HOLLOW CORE 105 2'-8" T - U' 8'-9' 205 SIDE HINGED HOLLOW CORE 106 2'-8" 206 8'-U' 7'-9' SIDE HINGED HOLLOW CORE 107 2'-8" T-0' 8'-9' 208 SIDE HINGED HOLLOW CORE 108 2'-8" 209 8'-n T - U' HOLLOW CORE POCKET 109 2'-8" T-9' 8'-9' 211 SIDE HINGED HOLLOW CORE 110 2'-8" 212 8'-9' T - U' SIDE HINGED HOLLOW CORE 112 U' U' MIX 96" CASED OPENING 200 2'-8" 7'-9' 6'-8" 215 SIDE HINGED HOLLOW CORE 201 4'-9' 216 6'-8" T-9' DOUBLE BYPASS HOLLOW CORE 202 2'-4" T -U' 6'-8" 218 SIDE HINGED HOLLOW CORE 203 2'-9' 219 6'-8" T-9' HOLLOW CORE POCKET 204 2'-6" T -U' 6'-8" 221 SIDE HINGED HOLLOW CORE 205 2'-8" Three Panel Slider 6'-8" 8'-0" SIDE HINGED HOLLOW CORE 206 5'-9' T-0' 6'-8" DOUBLE BYPASS HOLLOW CORE 207 5'-U' 6'-8" DOUBLE BYPASS HOLLOW CORE 208 2'-8" 6'-8" SIDE HINGED HOLLOW CORE 209 2'-8" &-8" HOLLOW CORE POCKET 210 2'-4" 6'-8" SIDE HINGED HOLLOW CORE 211 2'-8" 6'-8" SIDE HINGED HOLLOW CORE 214 2'-4" 6'-8" HOLLOW CORE POCKET 215 9' U' Wx89'opening WINDOW SCHEDULE Mark Type Head Heigh Operation Comments 001 69'x48" T-9' Horizontal Slider Egress/wndow Well 002 69'x42" T-9' Horizontal Slider Egress 003 26"x26" T -U' Awning 004 36"x54" T -U' Single Hung 005 36"x54" T-9' Single Hung 006 36'x36" 8'-11" Awning 007 39'x30" T -U' Fixed 008 30nx39' 7'-9' Fixed 100 24"x96 8'-9' Fixed 101 Ux96 8'-a, Fixed 102 54"x54" 10'-07/8" Fixed Tempered 103 36''x36" 8'-9' Awning 104 36166" 8'-0" Single Hung 105 3166" 8'-9' Single Hung 106 36'x W' 8'-6" Fixed 107 36166" 8'-0" Fixed 108 66"'x66" 8'-9' Fixed 109 3166" 8'-9' Fixed 110 36"x66" 8'-U' Single Hung 111 36"x66" 8'-9' Single Hung 112 36136" 8'-0" Fixed 113 3136" 8'-9' Fixed 114 3166" 8'-a, Single Hung 201 54"x54" 7'-9' Fixed Tempered 202 36"x54" T-9' Single Hung Egress 203 36"x54" T-9' Single Hung Egress 204 26"x26" T - U' Awning 205 26"x26" T -U' Awning 206 39'x56' 7'-9' Casement Egress 207 3154" T-0' Casement Egress 208 36"x54" T-9' Single Hung 209 36"x54" T - U' Single Hung 210 36"x54" T-9' Single Hung Egress 211 54"x54" T-9' Fixed 212 36"x54" T - U' Single Hung Egress 213 36"x54" T -U' Single Hung 214 36"x56' 7'-9' Single Hung Tempered 215 2126" T-9' Awning Tempered 216 24"x48" T-9' Single Hung 217 24"x48" T -U' Single Hung 218 36"x54" T -U' Single Hung 219 24"x54" T-9' Single Hung 220 36"x54" T -U' Fixed 221 36"x36" 12'-9' Fixed Three Panel Slider 48X96" 8'-0" WELL 4050 T-0' studiospinnzto.com P. 970.390.5836 W U Z W 0 Z 5� iL W 'NW 0 LL W n Q ZUd (� > W Q C7 �O N> F > W to co Lr) This eowi.n.oau•Ia.:.w nrnrIne.p�•I""vwwa«wOnn �ia.I M InM Wmseamn III IIn aAkMbMUMIn wTMaln e�ra.mwr�.wa.n.nw�re se•w•nn wponnn,lb-xellmtl4Wb k.. AG7 7°3wiGF'wi PEI SIFT 1=1 PERIPIrCOMI [I Mill OU C �r O • Cam wilizF studiospinnzto.com P. 970.390.5836 W U Z W 0 Z 5� iL W 'NW 0 LL W n Q ZUd (� > W Q C7 �O N> F > W to co Lr) This eowi.n.oau•Ia.:.w nrnrIne.p�•I""vwwa«wOnn �ia.I M InM Wmseamn III IIn aAkMbMUMIn wTMaln e�ra.mwr�.wa.n.nw�re se•w•nn wponnn,lb-xellmtl4Wb k.. AG7 7°3wiGF'wi PEI SIFT 1=1 PERIPIrCOMI [I Mill n BUILDING COVERAGE L SCALE: 1"= 10'-0" I. BUILDING COVERAGE IS THE MAXIMUM ALLOWABLE AND CAN NOT DEVIATE FROM THE PLANS FOR ANY INCREASE. ___SS__________SS__________SS__________.SS __________,W____.W.____. ___________SS W _ _ 27th Avenue 6 W U GAS LINED ASSUMED TO BE ON STREET. CONTRACTOR TO VERIFY. Z W 0 UIW n Q LU EDGE OF N LL.� SS Z�jN�j F �l ASPHALT LLI (70 5 Lo � L() L CONCRETE W SIDEWALK H WATER STUB MIDPOINT 5377.68' �- -: — W BLUE SPRUCE t O mThe fimt25'ofa driveway fiomthe existing to b edge of pavement into the site shall be SS with concrete, asphalt, brickpaver or similar or similar material. Contact Dept of Public i W,'. 0 Works for ROW Permit 303-205-7615. see EASEMENT FINISHED co NORTH FINISHED Prior to issuance of a CO, 1 create) shall be «� 6'-33/8" RADE planted within the front setback. — MIDPOINT: fff W O { In addition, no less than twenty-five percent (250%) of the 5378.44' . D - gross lot area and no less dean one hundred percent (10030) 3'6" X WOOD I 113/4" CONCRETE of the front yard shall be landscap ed. SS ]' 2718,• ACCESS GATE PATIO No more than fifty (50) percent of the total 5380.0 landscaped coverage on the lot shall be comprised of turf. The use of low water demand turf varieties such as buffalo grass, blue grama grass and tall fescue is ONE HOUR FIRE RAZED EAVE encouraged. eave setback enclosure allowed V ec. 26-611 (AS), utilityapproval asement encroachment has been ded DlAOI 6•-0" WOOD PRIVACY FENCE. LINEWORK OFFSET FOR CLARITY. SET FENCE ON LOT LINE I MIDPOINT 53]4.33 f I WEST FINISHED GRADE MIDPOINT: 5371.92' I B•a• x 6• -Ir' wooD ACCESS GATE 6'-0" WOOD PRIVACY FENCE Sit ESETBACK h 181-111, -- -- � a- lu w < m RELOCATED POWER POLE BASE PLANE: 5374.00' GA METER o I MIDPOINT 5373.50 "CONCRETE..' PATIO. Alley II EAST FINISHED 4' - 1112' GRADE MIDPOINT: 64 0 5374.22' GARAGE: 5371.3' 7'-9 SOUTH FINISHED; 4'-111 GRADE MIDPOINT:. IIS 5371.30'. SIDES V—'A STING POWER POLE BE RELOCATED CONCRETE DRIVEWAY 11 20' - 0" MIDPOINT 53]0.55' SITE PLAN SCALE: 1"= 10'-0" 1717 I. DOWNSPOUTS EXTENSIONS TO BEA MINIMUM OF S-0'FROM FOUNDATION. 2. LANDSCAPE AND DRAINAGE PLAN BY OTHERS. 3. REMOVE EXISTING SEWER LINE. U 0= O Cu mizo Cam U) studiospinnzto.com P. 970.390.5836 W U Z W 0 UIW n Q LU z U N LL.� Q0 O Z�jN�j F �l LLI (70 5 Lo � L() L W '^W 0 H m eooa,am.oaua lae:.w n.ewiawa«w.I a:.v..e k, M Ismssamn lisao iM aAkrMb MUMIn wMbaln pal lm erry dlv ggevi wXM1 tre aXXmailbXxellma4Wb all k. Planar SET 1=1 PERMITCUMMENta oral AU ,Stairs shall comply with code section R311.7, handrail shall comply with 311.7.8, guards shall comply with code section R312.1 and the stairs illumination shall comply with code section R303.8. ,y 9 . or 14 9" 4'-11" 22' 10" zz-10- 0l1 I Tile l 3/4" 3'-6" 3'-6" 36" +36" 1 1 �I Carpet 9-9" Clg. -3'-41/2" tz' t" a' -o" 1 0 ; � SUMP I MECH ,. PUMP EQUIP. stion Air !red per and i o Storage Sealed cone., Fire protection of floors R302.13 -- ----Flex- Cali 'Clg. 12' 0" 17'-2" r I A3.0 35'- 0" +36.1 J Bed 5 CmPet 8' 9" CTB. e et 12 0" 17 _ 10„ GREEN LINE REPRESENTS THERMAL ENVELOPE N 1 101.5.1 UNDER DECK 15'-6" GARAGE / DWELLING SEPARATION: 1/2' gypsum board applied to the garage side and protecting supporting construction. 5/8" Type X gypsum applied to the garage ceiling when habitable space above. Doors) to garage from dwelling must be solid core or 20 minute rated. F1 I 14' -4' LOWER LEVEL PLAN 18'-0" 24'-9' - SCALE: 1/47= l' -i E PROVIDE RADON MITIGATION SYSTEM PER 20181 RC AFIW.5 2. PROVIDE FLOATING FRAMING FOR ALL NON-BEARING BASEMENT WALLS PER DETAIL AS/A4.1 U 0= Ali O� Willi Cam U) studiospinnato.mm P. 970.390.5836 LU 14'- 4" U 42'- tl' 10'-4" 2'-0' I U WZ p I �W// LL Q = o Z 3: > W co � M to Ln LU LU 0 LL Mudroom 7 ,nne; PROVIDE SEPARATE CO RADON MITIGATION ^ `' VENTING IN THIS AREA .. q-. UP31R1 14 4 1E v a SLOPE I/8 /1 V —� r •4 TIP G 4,0 • 49 T 107; f / UP 31R) EO. EO 3 Car Garae SLOPE • ® 73/4 a "; a IINHEAIED SENED CONC.� rA • �-SLOP E' •. •' .� \ r, 6 9 6 r CONCRETE a 4 r / _�§ .. •: .AREASLAB �• < ' .DRAIN _ .• *9 - CONCRETE 4 � 1A .PATIO, ' WALLP24"A.F.F. X 0" F1 I 14' -4' LOWER LEVEL PLAN 18'-0" 24'-9' - SCALE: 1/47= l' -i E PROVIDE RADON MITIGATION SYSTEM PER 20181 RC AFIW.5 2. PROVIDE FLOATING FRAMING FOR ALL NON-BEARING BASEMENT WALLS PER DETAIL AS/A4.1 U 0= Ali O� Willi Cam U) studiospinnato.mm P. 970.390.5836 LU U LU 0 U WZ p �W// LL Q = o Z 3: > W co � M to Ln LU LU 0 LL m eoo.�am.oaua ae:.w pwp.ymseamepm"ao in< aAkMbEeuMln wMbaln pal lm erry dlv ggevi wXM1 tre wXllmailbXxellma4Wb 9gmtlo, K'.. JOB #: 2108.1 PERMIT 3iiT 1=1 Al N ■M 3 15'-5 13'-1" -------------1------------------ I ' of SLOPE DN D t CONIC na, Ii Y PATIO r4 Ol '�Y h r0 4 I' 14'-9" 4'-1l" 22'-10" 51/2' 9'-31/2" 2'-U' � 2.-9' ]'-41/2" 11.-U. 2. ------------ - - - - -- ----- 1 1 _ GAS FIP 1 1 1 1 4._0. FLAT SCREEN TV — I Family Room Dinina Hawa, 10'0"Clg. ^ Htlwd- IM'Clg. UP b a I 1 3'-101/4" 9'-U' 3'-101/4" sox ff ■ MUMMIL, 01 EM j ..... mill iiMM onse i II� 1 3'-101/4" 9'-U' 3'-101/4" 81-Y. / 27'- U' AJ U Domestic Cooking Exhaust Equipment shall comply with Section M1503Makeup air required M 1503.6.1 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 not fewer than one damper complying with section M1503.6.2 5 sox ■ COAT j ..... iiMM onse i II� 36 e a ___ ___ ____ 1 L•I_�—■I11111111111111111111�1111111I DW BATH m a•_o• 0 3•. 1" 3'-8BENCH uz r loan 1a'-81/2' l Kitchen 10 - Hawa, lo' b'Cg. 6 +31 ---- -- ° .I OFFIC BED 4 � o o � c ;.. Htlw610 9 C19 -- _ ♦..� -T107 — . b , s ti I U, n I1, ig 15' 10� 5 0 5' 0" +36 8-I_1/2"MWave 00 P 1 I ROOMBA CUBE I A3.0 — 5'-1., 2'-51/2' 11'-4" 81-Y. / 27'- U' AJ U Domestic Cooking Exhaust Equipment shall comply with Section M1503Makeup air required M 1503.6.1 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 not fewer than one damper complying with section M1503.6.2 5 15'-6" I W Is U 0= MIMI O 41 Cam U) stuEiwpinneto.mm P. 970.390.5836 W U Z W 0 U) W LU W U N Q CW7 � O ZN>F > W L 5 M L Lo Lr) LU W 0 LL mmwi.nwaua ae:.w di tdix &Onal nmwlawa«xw.i In, k M Wds nI4In Sao In, aAkM aWn nwc I wMba In pal lm erry dlv gged wXM11M wpilb"xellma4Wb 9gm,ne, do, K'.. \ J : 21 JOB #: 2108.1 PERMIT Sinn 1=1 C�) MAIN LEVEL PLAN awwWwwE 0I A1.1 sox ■ noun j ..... iiMM onse i II� 1 L•I_�—■I11111111111111111111�1111111I 15'-6" I W Is U 0= MIMI O 41 Cam U) stuEiwpinneto.mm P. 970.390.5836 W U Z W 0 U) W LU W U N Q CW7 � O ZN>F > W L 5 M L Lo Lr) LU W 0 LL mmwi.nwaua ae:.w di tdix &Onal nmwlawa«xw.i In, k M Wds nI4In Sao In, aAkM aWn nwc I wMba In pal lm erry dlv gged wXM11M wpilb"xellma4Wb 9gm,ne, do, K'.. \ J : 21 JOB #: 2108.1 PERMIT Sinn 1=1 C�) MAIN LEVEL PLAN awwWwwE 0I A1.1 U 0= Willi O (V wiliz1 Cam U) stuEiospinnato.conn P. 970.390.5836 9' 0" 42' - 6" W — — — STANDINGSEAM METAL ROOF N "� 5'-91/2" 9'-81/T' 8' 2" 5'-111" 12•_11•• WC SOAP LEDGE 1 ' 1 I I 1 rae. np d9 X2'6" W 4 _ Laund ! .I Us36' - 0 Tile, 10'Y CI WTI Primary Closet �/ I W O w crpr..lo'a'cig. 069 - 36' o Primary Bath W z U 3 — r-- T l Tile, Sip. cli N W 1 = l Q 1'-81/2" ]'-]" 1 II r '_6" 31/T' 10._6.. C7 A31 GUARDRAIL =7m, L_`____ _— 4.-0. 5'-6"P 1.-O.. It + ^ H NLoft L ry OT' +36" i _ L — 18R@]3I8" DN Hall tp 2 Cryt, Slp. Cl& Crpl, Ig'g"Clg 08 ('q o �l [) 05 \ 3'-4" 2''-I" Bath 2 5 a Bed 2 Primary Bedroom uie,10 CIS. D 01 31/2" _ ® Crpt.Slp Cig Clo. CWt.Slp Clg - 1 1 1 Bath 1 cml. slo dg W ko Bed 1 1 Tile, lg'V'CIg- W N 01 crpl. SIP. CI9 14 �� 10'_9" 5'-0" 5'-0' Ile. lo'.a'ag. 12'� 1�' 14'-31/T' 2 vr'llr' e I I I I I I I I N I I I 15 3" 4' T' 4'- 3" ]' - 10' 6' - 3" 10' -3 11Z' 2' - 51/ Julie Spin GREEN LINE STANDING SEAM METAL ROOF EPR SENTS THERMAL ENVELOPE N 1101.5.1 m eoo...m.oaury la.:.w p•_T• ms lawa«swia vwe,e T-5' 50.-6" m. �rymseal m.ia ln< rerra.mwri. pq.nwnwrre wxnmymox:nl.asww 'o"11) 1 Oqy iP O\ � �uus nsvwrvno �) a uomos JOB #: 2108.1 UPPER LEVEL PLAN EwMITODIA ,s "� SCALE: 1/4" = 1'-0" UPPER LEVEL PLAN Al /1ROOF PLAN 129' Q" — — — — — — — — — I%B FASCIA TYP., PROVIDE \ \ 4" GUTTERS @ ALL HORIZONTAL \ EAVES, GUTTERS & DOWNSPOUTS DORMER EXTENDS INTO BULK PLANE \ NOTSHOWN PER SECTION 26-642 confimted (AS) \ \ \ \ \ T.O. UPPER LEVEL PLATE Q!!T-T —19'- 2 7/9' EAVE MENDS INTO BULK PLAIN PER SEQON l�Il�l�!!!I!!�I■'■� �■ !!!■!� :......:.SIDING EAVEEXEN■■■■■ •• SECTIONSETBACK PER • 1 -SUBFLOOR1�. ■■ ■ ■ ■ T.O. UPPER LEVEL .�I�II ■■■■■■■■■ ■■■■■_J�L�_ 11I�I�I�I�I�I�I�I pay Ilnl nnm mi Ili - � Illlllunll e i luml�illll� • 1:•1.111: 11•:1 ....' F11 : ••. I iiiiiiiiiii!!!!!I I;I_�I!!!!!!!II VIIIIII •� � ��!_,,1111111111 LII �I I� t• I� ••..� � � ilii— � ° Ilr ���■I II■�� - - - .i�mnnn.Lnnnnn.Lnnm i \ i � BULK PLANE i ASPHALT SHINGLE ROOFING — — — — — — — — — — — — — — — IXB FASCIA TYP., PROVIDE 4" GUTTERS 0 ALL HORIZONTAL EAVES, GUTTERS & DOWNSPOUTS NOTSHOWN _ _ STANDING SEAM METAL ROOFING _ _ ASPHALT SHINGLE ROOFING PAINTED IX TRIM PAINTED METAL RAILING OU C 0 C wilima Cam U) stuEiospinneto.mm P. 970.390.5836 W U W V� � ) Lu ZOU rW/ Q L I_I_ x o Z 3:w W co 5Lo L � W \ \ \ W T.O. UPPER LEVEL PLATE I„L — — 9'-27/ 11 T.O. MAIN JOB #: 2108.1 BASE PLANE Isa�a.aousGsl GARAGE 92 11/8 ELEVATIONS EAST ELEVATION LOWER LEVEL PLAN SCALE: 1/4"-1'-0" AM BOARD AND BATTEN T.O. UPPER LEVEL SUBFLOOR n 111'- 1-3/4" m T.O. MAIN LEVEL °em.mi."au.al""";`"°"m'°",.' m °" Ins gw°bsW+l vhe.k PLATE .a i m roe. w.a i°°mn°>n 1101- 1 1/81, wxnmym"xmw�asww STAINEDTIMBER COLUMN_ m a QF COf� T.O. MAIN JOB #: 2108.1 BASE PLANE Isa�a.aousGsl GARAGE 92 11/8 ELEVATIONS EAST ELEVATION LOWER LEVEL PLAN SCALE: 1/4"-1'-0" AM U b QMIMI c 1X8 FASCIA TVP., PROVIDE O 4'GUTTERS A ALL HORIZONTAL / \ EAVES, GUTTERS 6 DOWNSPOUTS // \ NOT SHOWN / DORMER EXTENDS INTO BULK PLANE •� MIDPOINT OFROOF 11 PER SECTION 26-642 25'-31/2• / BULK PLANEconfirmed _ T.O. UPPER LEVEL .. _. PLATE EAVE EXTENDS INTO BULK PLANE ��-�ed (AS) sWtliospinnalo.mm PER SEC➢ON 26-642 P. 970.390.5836 PAINTED IX TRIM _ / ® 01 ® ® \\ - / BOARD AND BATTEN SIDING m / \ / EA EXENDS INTO SIDE / \SETBACK PER SECTION 26-611 STANDING SEAM METAL ROOFING T.O. UPPER LEVEL I I \ SUBFLOOR T.O. MAIN LEVEL �� ^ \� PLATE ( STAINED TIMBER 1 COLUMN 1 1 °' - 1 1 /$" 11314' I I I STAINED TIMBER BEAMS l0 W HORIZONTAL 1 1031 IAP SIDING V I I I I b T.O. MAIN LEVEL h I 1 �S 1 (5380 _ I_ 1 1 1 100' - 0" 15380.0' usGS) _ Q IIIIII-1111 111111111111111111111111111111111111111111111111111111111111111111111 1111111111 �IIIIII _ w 1 11 11 1i 1i 1i 1i 1i 11 11 11 _1 111!1!=1!1 111 I I III W z ° BASE PLANE _ W 94'-0" P53Z4.0o USGS) — = = _ = = = = _ = Q AVG. FINISHED _ 1 GRADE S D i i i i i i 1 Iii- SIDE 5`°�� 2 O A3.0 93'-83/8" (5323.97 USGS) SIDE SETBACK 111-111-111-111-111 111111111111-111III SETBACK EE LOWER LEVEL PLAN�i = 1L— L _�l 1—i-L — I L__LI L:� I LI=�L l L—L —I LL—LI L=1 I LI=LLL=1I L—L 111111111 11 1111111111111 9�'$III ullullullill ulluillillillill 111111111111 11111111111111111111 111111111111111111111 11111111111111111 111111111111 11111111111111111111111111111 1 1111111 11111111111111111 1 1111 11111111111111111 11111111111111111111111 11111111111111 1111111111111 11111111111111111 2 L NORTH ELEVATION N WF A3.o L / co 2 SCALE: 1/4"=1'-0" L Lo--_-_------_---------------------------------------------------------------------� 111111 41 1 COMPOSITESHINGLE 8 U \�\ / ROOFING BULK PTANE1111 11 111111 1111 11 111111 1111 11 111111 liril 111111 111111 111111 111111 111111 111111 111111 11111 111111 111111 111111 111111 1111 11 111111 1111 11 111111 111111 111111 111111 1 \ Q 1111111111 1111111 111 Irlill 111111111111 1 11111,1111 11111111 1 11111,11 11 1 1111 11111111111111 DORMER EXTENDS INTO BULK PLANE , , 1 PAINTED WOOD IX W FASCIA. TYP. PER SECTION 26-642 llilliplilliplillipi ... ip'lli 11 Jill 11,11111 Jill 11,11111 Jill 11 11 1 Till illuilluill Till illuilluill 111'' 111 illuld IIIIII IIIIII IIIIII 111111 11111 bul 11111111111 11111111111111 11111111111 11111111111111 11111111111 Ill a FFF — T.O. UPPER LEVEL IN'lly j1hily lilli'lly j1hily lilli'lly Jill Illy'lly Jill' IIII, Illy, Illy, Jill' Illy 11 PLATE 119'-27/8" LL (3 0= WIEM/J � O \ V 41 Cam U) stuEiospinne o.mm P. 970.390.5836 W t W U jo Now W >W ®Perspective 4 n/ Perspective 2 � � 0 SCALE: �L/ SCALE: N F > W L 5 M LoL r) W 'AW ry now —� - me.wi.n.oauw ae:.w �as� .darc aAkMbMUMIn wMbaln :_. _ ....... / pnruemdnrpgectwnwtre _ wXllmailbXxellmtl4Wb P�pF CO'OA9Q.1 TI 5 0 I �I JOB #: 2108.1 "allow PERMr 3� 1=1 OPerspe 3 SCALE: SCALE: Perspectives A2.3 T.O. UPPER LEVEL _ v 119'-/8" PLATE 2 7 — — T.O. UPPER LEVEL SUBFLOOR _ 111'- 1 3/4" T.O. MAIN LEVEL PLATE 110' - 1 1 /8" PAINTED METAL RAILING T.O. MAIN LEVEL �SUBFLOOR 100'_0' STAINED TIMBER COLUMNS LOWER LEVEL t/ 90' - 1 7/8" LANDSCAPE RETAINING WALL Section 3 SCALE: 114'= V-0" COMPACTED GRANULAR FILL R-10 RIGID INSULATION I 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 bearing points shall comply with the drawings. I I I I I I I I BOARD AND BATTEN I COMPOSITESHINGLE ROOFING — HORIZON SIDING IXTRIM 10 Sim PREMANUFACTURED N TRUSS i _MUDROOM PLATE Il udiroom GREEN LINE Tile, elw'Clc. REPRESENTS THERMAL a ENVELOPE I N 1101.5.1 2X6 FURRED OUT WALL W/ R-19 INSULATION II IIIIII _ PETER DRAIN III PROVIDE UNDER SLAB VAPOR RETARDER —III SOIL GAS COLLECTOR MATTING —III—III I I I- RE: RADON SUB CONTRACTOR COMPACTED GRANULAR FILL Sim VAPOR RETARDER —" COMPACTED GRANULAR FILL Section 4 SCALE' 114'= l'-0" 1 A3., 4 5 21i�� R-49 BATT INSULATION PREMANUFACTURED SCISSOR TRUSS w AAAAA/^� .. L GARAGE PLATE n101'-21/4" 3 Car GaraeR-10 RIGID INSULATION ON SPRAY APPLIED DAMPROOFING UNHEATED, SEALED CONIC. GARAGE n92'- 1 1/9' 11 1 I I I T.O. UPPER LEVEL PLATE _ _ .�1 �'-27/8" — i i PREMANUFACTURED SCISSOR TRUSS W/ R-49 T.O. UPPER LEVEL BATT INSULATION � SUBFLOOR i I 111'-13/4" IZTI2'11z' T.O. MAIN LEVEL — 1 PLATE 110' _-11%8" ONE HOUR FIRE RATED I i EAVE. PROVIDE 2 LAYERS 5/B'TYPE "X'GYP. BD AT I UNDERSIDE OF SOFFIT. SOFFIT VENT TO BE WITHIN I'OF EXTERIOR WALL �Hdw PROPERTY LINE T.O. MAIN LEVEL � SUBFLOOR _I V ,00'_0 — T.O. FID WALL 98'-9 7/8" PREMANUFACTURED WINDOW WELL FURRED 2X WALL WITH R- 19 INSULATION a PERIMETER DRAIN - 5•- IDE 5ETBACK LOWER LEVEL PLAN 9n' - 1 7/9" — Section 1 SCALE: 114'= 1'-0" PERIMETER DRAIN I � � 3 Sim PREMANUFACTURED - ASA SCISSOR TRUSS W/ R-49 �— ------ —� BATT INSULATION 1 WC Bath 2 TIIe, lo'cii Tie. 10 CI9. RE: PROVIDE MIN. 6 MIL. CONTINUOUS CLASS 1 UNDER SLAB VAPOR RETARDER SOIL GAS COLLECTOR MATTING RE: RADON SUB CONTRACTOR COMPACTED GRANULAR FILL I III I IIII A nily Room Adwd, 10'-0'CI . \M 7Rec Roomrpet 8'-9"clot 0 SCISSOR TRUSS W/ R-49 BATT INSULATION \ \ m� L \ Sim I) 2 I Aae I IL m 1 II J— I OU C =11111i O Will Cam U) studiospinnato.mm P. 970.390.5836 W U Z W 0 W LUUd Ud U n/ Q CW7 2 0_ ZN>F > W L j co 5 Lo LO L W '^W 0 LL m mwi.n.naua la.:.w low awa«w.l..ao..e .ai,ao.ymseumspm"aa lI .aroe. w.a lo.miwwn e�ra.mwn.ma.n.nm.�re .nnmymw"w11wasww sa.,na, k.. JOB #mxrnETmsB 1=1 EIRIAIT SECTIONS AM The buildingwill sire a sub -slab mtxvrk of soil collection SCC matting, co of Uphill ml Ras ( 1 g neptsr wide F.nkaventG: radon he SG muting. will be muted rabi vex he ai ai that ice s salon before it R ng D tsps arta scep>ohmage theslab.TheSGCmmlingrill bre Smuting can beadjude and can fete installed in the aeras interior Braila beams. The locations and sire of the SCC mating canpp adjusted a few fret w which m the with some asuch as plumbing, faoliftectmy delectric,,era., which protide¢ the installer with some flexibility, ate It Tical pipe ri that the ted tltth may adjust the specific ells. he to sccommndaid the in such domdertt coincide risersdirected thereef behind iaiatjnR welts.TheSOD should maid our esuchafashion rcoincide with Cheplacement direct ss the to the diametervesicalril The users should other orated the architect to allow for a direct passage to the rod ohm en inlrriur by ❑ ssaR through chase wall or ather mtmhle lemic The SGC mattlag will he laid as a harirnntal mat with direct connerr risers as shown on the enckssed diagrams, above the sob -grade. Vapor Barrier (Optional) Vapor Border (minimum 6-1411.) to comply with ASITI E 1745 and %ill be installed above the SGC matting Riare Pipe at floor Install a 4 -inch diameter solid PVC tee (AS"FIM MAA) to conal the SCC mating and nub shove the soh grade. If required, two 45 -degree elbows may be installed above the slab to orient the pipe against a support column. A short section of 4-mch PVC pipe should extend above the sob for structural to the vent piping normal Care should be taken to: • Temporarily cover the open ends tithe pipes located Minot the slab to prevent them from becoming filled with concrete when the slab is poured or debris. • Label lire pipes (vapor erhausU so someone does not mistakenly think they are tied to the mover. • Support the pipes ion they now vertical while the concrete is poured and curing. Caulking All Joints and Opening Caulk all major openings that are open to the sub -grade. Utilize a DAP D rneflex 230 caulk, or equivalent, that has excellent adhesion chaiaderislics for car le. Brush debris away from all areas before applying caulk. Apply caulk and smooth on Bat surfaces or in a concave farm along joints. Enough caulk should be applied to)mins so smoothed caulk will cover the floor anal rhe wall at least 3/8-i rich. The following are examples of.some, location to caulk after the concrete slab has cured and before framing is installed: •Floorvlo-wall joints • Piping. plumbing, and electrical slab penetrations • Open sumps • Slab cracks Radon Mitigation Diagram SCALE: 12'= 1'-0" Verl old Rlxr GaneCl a -inch diameter solid PVC i • to the nubs and complete the piping through the rewf. 4 pipe PrPr P f P K K Fnsure not m create inter traps and that the pipe slopexit the the free low of moisture hack t away the thefur re and maned one the sub -grade. The sent needs to fresh rwf in a location pip at least e5 feel away from the fume O flue, any window or door openings. and any frslo e i intake. The pipes can be con along the truss line t use structurethan feel out to the. reef if the proper skryo is maintained. Keep allows to a minimum and do not use more than four elbows above the Moor. Vent lKpe The vent i should he constructed with -inch diameter. Schedule o PVC ASTM Dr . Do not use pipe 4 0 ens) hill alled i or sheet meal stand rk.Pdnrc and It islue anticipated that crrmannermoner indoor plumbing d some free airtight and watertight not t t is anticipated that moist at the condense within the pipe and same free water will he ar a bene not he create water traps and that the pipe slope allows the (ren flusr of moisture beak to the area beneath the slab. If the sent pipe is muted through a fire-mted wall, a fin -collar is required amnd the pipe to maintain the integrity of the wall. Instill a fire barrier with a rating qumalent to the wall. Some milingr' are also fire rated and will require fire barriers as well. All local codes should he followed in this regard. Support the pipe using pipe hanger strap at lean once every four (4) feet in honsonml mins, and every in (to) feet in vesical runs, or as required Mlocal code. Fxteinal sent slack may he required in some instances. Follow the same building codes as internal sent sucks. Labeling Inial the exposed punions of the pipe so that during construction, other trades recognize that the pipe is net pan of the sewer plumbing rrelwork. It is also important to label the pipe for occupants, so they know that it is pan of the Sub -Slab Depressurization System. The 4 -inch diameter PVC vtsiral riser pipes should be labeled -Vapor Exhaust•. Places to label include: •Whom the vertical mer ex is the slab • Where pipe is visible in closets and other areas • On the roof Electrical and Roof penetrations When planning the muting of the pipe, use minimal lengths of pipe and numbers of fittings. No piping Drops mac be used. and,dl piping runsshadd QoPe back toward the sub -grade- Ensure any moisture that accumulates inside the pipe as not trapped inside and is transferred beneath IM slab. Install an electric function box (Ur amp, 120-vult) within five (5) fret of the location of the exhaust point. This will enable the installation of the mitigation fn. C D E F A B A3.0 PRESSOR TRUSS W/R- URED SCISSOR TRUSS W/ R-49 p BATF INSULATION A3.0 I I I T.O. PLATE FPPI7GREENLINE.. .-Himary:. T.O. UPPER LEVEL Tile, 1" Clg, Tile, Sip. Cit. THERMAL UB 1101 1 lllp.I�MLOCR c' til1 ENVELOPE T.O. MAIN LEVEL 110, -11 1/8r LATE T.O. MAIN LEVEL ISI .. .. .. .. .. I BFLOOR .r_ . • Dining �:.=r:_.r_r_IIIIIII�IIIII..........................._: 7 LOWER X90' y} PERIMETER DRAIN 6 PROVIDE MIN. 6 MIL. CONTINUOUS CLASS I UNDER SLAB VAPOR RETARDER SOIL GAS COLLECTOR MATTING RE: RADON SUB CONTRACTOR COMPACTED GRANULAR FILL Rec Room Capel 8'-9"Oil �H=IH 11, III di 111 H I I-111=ill=I J L _ -I -I I I- I I _ 11h 111 J _III -111-1 Section SCALE: 114'= V-0" Roofing Details Place e 4 -inch srnen on the discharge pipe to keep birds and debris out. Do not install a min cap on the end of the pipe- sof the i should be a minimum of feel away from anv windows doors P Pe rR PDP 5 ) than intakes. and a minimumof D;char feet awaynail from any ng lding and sopening that is tinea plane that is lea Ilanfour(4)feet nbelow the the Install vapor simlint mppnn mn'pical fmaflue pendmnon. Install a slip cap, on each of the cinch dlamder vapor sampling pons. Fan Installations Pans used be handled in a vertical flow direction. Any Offset piping from the tent slack must have positive flow back toward the SGC. When insialling the fan use a manometer or Other performance gauge IMLs visibleto maintenanceorelsmtmdetermine operation of fin -C nsider xfrin the (an marenmte 'us req iced location for mall of monitoring. R •n required 3 Car Garae 1 UNHEATED. SEALED CONC. IF F I I I I I GARAGE PLATEAL 101'-21/4" V _ GARAGE n 92'-1111/8" 1 U 0= Miami 0 C 1,aaaaa C: Vial Cam U) studiospinnato.mm P. 970.390.5836 W U Z W 0 U) W w z U Q W =O ZNF �IX coL 5 Lo r) LUW 0 LL oaa dean d on awl so Wft Sao JOB #: 2108.1 Paul 3FT 1=1 SECTIONS AM BRACE WALLS, TOP &BOTTOM I PRIOR TO RACKFILLINC LII L^�''�L SLOPED - 12' PER 10 FT. MIN. DO N01 DIKE NTH SOD OR EDGING OF WELL -COMPACTED CONCRETE GRADE BEAW- l I "'\MODERATELY COMPACTED SLOTTED DRAIN COVER DRAIN TO CONNECT NTH PERIMETER : SLAB 3" TO 4" DAMP PROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE EXPANSION JOIN BOTTOM OF THE EXCAVATION. 150 BUILDING FELT MIN. VOID BETWEEN TO 1 1/2" CLEAN GRAVEL PERFORATED PIPE. PIPE I/B' PER FOOT TO TO A SUMP PIT. IF TO VER END NM SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS NTH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLACE BLOCKS OR LONG EXTENSIONS. EXTERIOR DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS (FOR PIER FOUNDATION) Perimeter Drain Detai SCALE: 1 1/2'= VI Floating SCALE: 1 1/2" = 1'-0" DRILL 3/8" DIA HOLE IN TOP BASE PLATE AND USE 60 -PENNY NAILS AT 3'-0" O.C. TO STABIUZE FRAME WALL DRIVE LARGE NAIL INTO LOWER BASE PLATE WALL BASEBOARD NAILED TO BASE PLATE ONLY 1/2" X 1" NAIUNG STRIP TO HOLD BASEBOARD IN PLACE 2" X 4" STUD WALL SECURED FROM ABOVE BY METAL STRAPS OR NAILING -1/2- DRYWALL ATTACHED TO STUDS, ONLY 3' SPACE TO ALLO'II FOR INDEPENDENT MOVEMENT OF INE FLOOR SUB 2' X 4" MFG. TREATED BASE PLATE SECURED WITH 3" CONCRETE NAILS OR RAMSET STUDS FLOATING WALL FRAMING DETAIL NON-BEARING WALL ON CONCRETE FLOOR NOTE: Provide void space at the top of the wall froming when rigid wall coverings are to be installed, i.e. tile showers Wall Frami VAPOR BARRIER (I) LAYER BUILDING PAPER OVER EXT. SHEATHING EXR. FINISH PER ELEVATIONS MRL FLASHING UP WALL 12" BEHIND FINISH ANDOVER VENT ROOF TO WALL PRE -MANUFACTURED VENT 1 1/2 AIRSPACE STANDING SEAM METAL ROOF ROOF SHEATHING PER STRUCT. DWGS. ICE & WATER SHIELD, AS REO'D. BY CODE, TO EXTEND FROM EAVE TO AT LEAST 2' INSIDE THE EXTERIOR WALL LINE OF THE BUILDING Side Wall Vent Detail SCALE: 1 1/2" = V-0" Detail PREMANUFACTURED ROOF TRUSS AIH FLUW AIH FLUW\ Rdige Detail SCALE: 1 1/2'= VI PREMANUFACTURED RIDGE VENT METAL FLASHING WITH DRIP EDGE ROOFING PER PLAN ICE AND WATER SHIELD ROOF SHEATHING PER STRUCTURAL PREMANUFACTURED TRUSS AIDC RAFTER VELAR OR BAFFLE ROOF MATERIAL RE: ROOF PLAN ROOF SHEATHING PER STRUCT. DWGS. 1 1/2" AIR SPACE ICE & WATER SHIELD, AS REQ'D. BY CODE, TO EXTEND FROM SAVE TO AT LEAST 2' INSIDE THE EXTERIOR WALL LINE OF THE BUILDING SUB -FASCIA MR. DRIP EDGE FLASHING INSTALL PRE -FINISHED MIL. GUTTER w/ DOWNSPOUTS AS REQ'D. 7/16" FASCIA BOARD, PER ELEVATIONS 2 LAYERS TYPE "X' GYP. BD. WHEN EAVE IS WITHIN 5 FROM PROPERTY LINE HARDBOARD VENTED SOFFIT BOARD. VENT TO BE OUTSIDE 5' FROM PROPERTY LINE Eave Detail SCALE: 1 1/2'= F-0" GYP. BRD. AT INTERIOR FINISH 2X6 WALL FRAMING, REFER TO STRUCT. HARDBOARD SIDING, EXPOSURE PER ELEVATIONS INSTALLED PER MANUF. SPECS, OVER LAYER OF WRB PER BUILDER SPECS. OVER EXTERIOR SHEATHING OVER 2X6 STUDS AT 16" O.C. PER STRUCT. DWGS. MIN. R-19 INSULATION Ill LAYER OF BUILDING PAPER OVER EM. SHEATHING RIM JOIST, REFER TO STRUCT. MIN. R-191NSUtADON SHEATHING OVER SAFM OVER RIM JOIST (I) 2x6 PT MUD SILL, REFER TO STRUCT. Ix CONT. NAILER, PER SIDING MANTLE SPECS. EXTEND SHEATHING 1" PAST T.O. FDR, FDN., REFER TO STRUCT. DAMP PROOFING TO T.O. FON. Foundation Detail SCALE: 1 1/2" = V-0' TJs TYP. FLOOR: 3/4" OSB T&G SHEATHING GLUED & SCREWED PER STRUCT. DWGS. OVER FLOOR JOISTS SILL SEALANR, TYP. U 0= MIMI O� mimm1 Cam U) stuEiwpinnNo.mm P. 970.390.5836 W U Z W 0 ��/ I LU =)o Lu LU U LU n/< LL. LU C7 2 O_ ZNF W LO M co 5 LTi 0 W '^W II Ii 'i mdw ntevl"u Or% �irck .a s m W a wI4 io.na.>n e�rw.wwn.ma.n.nm.�re wne'lb-xellmtl4Wb sapi,„na, k.. AG7 TAWiGF'N PERMIT SIFn 1=1 PERMITWMME� 0I DETAILS AM ELECTRICAL LEGEND ,D Phone lack CW SWifch Solar- Ready Provisions Per T103.9, T103.9 (RAVI 03.7) Duplex power outlet 3 Switch -three way Electrical service space. The main electrical panel shall have a 220 power ouffet ® Ceiling outlet reserved space to allow installation of a dual pole circuit Floor outlet 4 Switch-fourway breaker for future solar electric installation and shall be labeled Hose Bibb ( Gas Bibb "For Future Solar Electric". The reserved space shall be Motor/ Disposal D Switch -dimmer positioned at the opposite (load) end from the input feeder T.V. Outlet u Doorbell Chime location or the main breaker. Combination carbon- qp monoxide and smoke defector 0 Duplex power outlet Ceiling mount 2 -lamp 4'-0" G.F.C.I. fluorescent light fixture Duplex power outlet --- - - - - -- Under cabinet fixture (] s Exterior Waterproof GJF 1 Ceiling mount light fixture Duplex power outlet ® S' Recessed Can light Fafur qpIc 0 U nder Counter G.F.C.I. ® 5"Waterproof Recessed l� Duplex power outlet ,D Phone lack CW Haff -switched .: Duplex power outlet sealed directional recesser O 220 power ouffet ® Ceiling outlet f'/D Floor outlet O Junction Box Hose Bibb ® Gas Bibb A9/ Motor/ Disposal ® Chime Button Idoorbe U T.V. Outlet (91 Doorbell Chime (/c) Combination carbon- monoxide and smoke defector ,D Phone lack ® 5" Built -green certified .: sealed directional recesser [>o Cat 5 data lack O f'/D Paired phone and Pant)I�nflighirfixture Cot.5 data lacl ® Chandelier light fixture Wj (!] T.V. Outlet 0 Wall mounted light Fixture Track light Exhaust fan Ceiling mount 2 -lamp 4'-0" fluorescent light fixture Exhaust tan and light --- - - - - -- Under cabinet fixture �0 1 Ceiling mount light fixture Ceiling fan ® S' Recessed Can light Fafur ® 5"Waterproof Recessed l� Service panel we Can Light Future ELECTRICAL SYMBOLS SCALE: 1/4" = 1'-0" o aVIA ;; 4 IT IT f -Y._ 1 �'..41 •1 V*;TV 11 VAT 1` ®� 1 Mudroom ITT Id TV % P TIT UP TO \ /.1 1.I` I LIGHT 1 IT, IT UPI ' : ; Rec Room .In . 1. IT TV TV r — ' dbTV IT TV IT�C1d6 °T A6'I I ff{1 44 v --TVa H`i •\ 9I I ITJI{±�I�� tom-/ WP ® 1 IT r t ___ /IT r ' \ W /yXIX py A A EXHAUST FAN TO MEET 1505.4 REQUIREMENT UP TO I Storage 1 \• LIGHTS-- Sealed Carer \r ---- \r, I �:$�lN]♦ ttlrv7� / 1 \I \ i \♦ T r I ^.. ♦♦\I ♦rr 11 V, /. I1 TV 1IVr 14 T. ITT VVVV"4 r' 9'Clg.� 1� __ IV Flex Bed 5 • l.. _ -°. eLO'-9_____ . :. �'. a L :: Carpel, 8'9"CI_B Carp _. i • .° IT x .•.° at.° 0 °.il. C LOWER LEVEL ELECTRICAL PLAN SCALE: 114'= F-0" 1. PROVIDE CONTINUOUS OUTDOOR MR VENTILATION ATA CONTINUOUS RATE OF 45 CFM LOWER LEVEL SF= 1375 SF AND 2 BEDROOMS=45 CFM REQUIRED AIRFLOW PER TABLE M 1505.4.3(1) U 0= O VZ •Cam U) studiospinnalo.00m P. 970.390.5836 W U Z W D z C� G W NW 0� LL W no zU >W Q c� �o N> F > W C Co LO LO Julie Spin ninpTVTTI.V I. „.. VVI Trx® Ix"IMI..aue k%I e, TTnI II w an ion la wa«wni..ao.IT .a:w.y mx id In ""aa imroe. w.a io.na.>Inr, �ra.mar:.na.n.nwlre wxnmymox:nw�asww sa. ria, �pF C010A 11 5P 9O1 � /uus Asvwrvno � c eA JOB #: 2108.1 PERI SI 1=1 PERPIrCOMMErres 010I ELECTRICAL El .11 o, 1I -r4 .: • 0 q 1 _VETOr a' Mf' • °. _ a iITT ♦ / 1 ITT VVI VV 3 Car Garae V Irl uNMEATED SEALED CONCITI TV J ♦TV IT''�♦♦ ♦ ♦ 1 TV 1 1 vi I AV% VVITTIT IT TV <tIV 4 6 IA I _ U 0= O VZ •Cam U) studiospinnalo.00m P. 970.390.5836 W U Z W D z C� G W NW 0� LL W no zU >W Q c� �o N> F > W C Co LO LO Julie Spin ninpTVTTI.V I. „.. VVI Trx® Ix"IMI..aue k%I e, TTnI II w an ion la wa«wni..ao.IT .a:w.y mx id In ""aa imroe. w.a io.na.>Inr, �ra.mar:.na.n.nwlre wxnmymox:nw�asww sa. ria, �pF C010A 11 5P 9O1 � /uus Asvwrvno � c eA JOB #: 2108.1 PERI SI 1=1 PERPIrCOMMErres 010I ELECTRICAL El ELECTRICAL LEGEND Switch Halfswitchedto Phonejack ® S'Built-green cedified Duplex power outlet sealed directional recessed 3 Co Cat. 5 data jack cai I hfB 220 power outlet O Pentldnt llgitt fixture Switch -three way Dp Paired 5 phone and ® Ceiling outlet Cat.Outlet jad ® Chandelier light fixture Switch -four way T.V.Oufiet 0 + Floor outlet � Wall mounted light fixture 1 Switchdimmer Junction Box Track light 0 Exhaust tan 9 Hose Bibb Ceiling mount 2 -lamp 4'-0' 1:3 Duplex power outlet fluorescent light fixNre Exhaust fan and light G.F.C.I. Gas Bibb --------- Under cabinet fixture Duplex power outlet y-� Motor/Disposal )..( Ceiling mount light fixtureO Ceiling fan Exterior Waterproof G.F.C.I ® Chime Button doolbel Duplex power outlet D ( ® S'Recessed Can Light Fixtur uc ® Doorbell Chime ,m, Under Counter G.F.C.I. 5"Waterproof Recessed u service panel Duplex power outlet i5/C Conom.deiancarbon- ®WP Can Light Fixture detector and smoke detector ELECTRICAL SYMBOLS SCALE: 1 /4" = VHO" EXHAUST FAN TO MEET ____ 15054 REQUIREMENT i� BATH 4 Tie 10 0 CIg._ F I / 1 I � I 1 I 1 1 \ 1 OFFICE/BED 4 (tet® -0 Have. 19U'0g. 3 I ` � � ♦ I 11 t I 1 / \ 1 I 1 Family Room HEI 10'9 CII / 1 it IR 1 / I ♦ / 11 1 —__ I \ / 1 \ (pUc 1 rt ow � I I I , It Kitchen / Hewe, LOW Cl le L___________ B --- d Clo Utility HAv '-tl'Clg. HI IYV'OR. �\ 23 M U 0= WIEMJ 0 C wiliz1 • Cam U) studiospinnato.com P. 970.390.5836 W U Z W 0 Z 5� L W W 0 LL MAIN LEVEL ELECTRICAL PLAN SCALE: 1/47= 1'-0" 1. PROVIDE CONTINUOUS OUTDOOR AIR VENTILATION AT A CONTINUOUS RATE OF 45 CFM MAIN LEVEL SF= 1506 SF AND 1 BEDROOM=45 CFM REQUIRED AIRFLOW PER TABLE M 1505.4.3111 PERMr SET 1=1 ELECTRICAL E1.1 ELECTRICAL LEGEND Half-swJched to Phonejack ® S' Built -green cerfrfietl Switch Duplex power outlet sealed directional recessed Co Cat. 5 data lack can Sh1 fu11�re 220 power outlet O Pendant light �izture Switch -three way � Paired phone and a ® Ceiling outlet Cat 5data lad ® Chandelier light 4 Switch-fomway � T.V. Outlet Floor outlet Wall mounted light fixture Switch -dimmer Junction Boz Tack light 0 Exhaust fan Hose Bibb Qp oiling mountlight amp 4'-0" [� Duplex power outlet � fluorescent light fixture Exhaust fan and light GF.C.I. Gas Bibb --------- Under cabinet fixture O Duplex power outlet y-( Ceiling mount li hi future �' Motor/ Disposal �,( 9 9 � Ceiling tan Exterior W aterproof G.F.C.I ® Chime Button (doomel ® S' Recessed Can Light Fxtur Duplex power outlet O ® Doorbell Chime � Service panel S' Waterproof Recessed Under Counter ullet L �/� monoxide ncarbon- WP Can light Future Duplex power outlet -� monoxitle and smoke detector ELECTRICAL SYMBOLS SCALE: 114'= l'-0" v SWTO ITCH I N \ f. Ji Loft J1 Opt. Slp. Clg. N � / Tile. WP EXHAUST FAN TO MEET 1505.4 REQUIREMENT :ill 1 \ F AccFsrs _ PANEL FM I L— DROPPED /\i ® CEILING QID' r I \ 1 \ Bed 2 "\�.. Crpt. Sip Clg EXHAUST FAN TO MEET 1505.4 REQUIREMENT Upper Level Ceiling/Electrical Plan J SCALE: 1/4"=1'-0" I. PROVIDE :SF= TINUOUS OUTDOOR AIR VENTILATION ATA CONTINUOUS RATE OF t5 CFM UPPER LEVEL1237 SF AND 3 BEDROOMS=45 CFM REQUIRED AIRFLOW PER TABLE M 1505.4.311 ^� t ^�� / 1 W/WP DROPPED 1 J CEILING , ' @IO' -0' ' ary Closet 1 -' Primary Bath;' '.rpt. 10'a'CI9. - _Tlle. sip. Pig. ® WP DROPPED 1 CDLING. r` �zx (,VU Primary Bedroom I I 1 1 1 F 1 I 1 I 1 � 1 T U 0= WIEM/J � O \ V viliz1 Cam U) studiospinneto.cam P. 970.390.5836 LU U Z LU 0 �.. I W =)p LU W U N Q0 ZN>F > W co 5 Un � L LU LU 0 LL m eowi.n..aue la.:.w �.rawa«wnla. e ap�.ymswemspi��aa irc. Nk NloMw.a lona.>r, p.r ra.m ars. na.n.nw rre wnnmymon:nl.asww JOB #: 2108.1 PERIMITCONINIRTTS 01(M22 ELECTRICAL El SECTION 1 - GENERAL REQUIREMENTS BUILDING JURISDICTION: CITY OF WHEAT RIDGE BUILDING DEPARTMENT JURISDICTION'S ADOPTED CODE: IBC 2018 AS AMENDED BY THE CITY OF WHEAT RIDGE BUILDING DESIGN LOADS: GROUND SNOW LOAD: 30 PSF Note: The foundation system shall be inspected by ROOF SNOW LOAD: 30 PSF the engineer of record or designated representative ROOF DEAD LOAD: 15 PSF and verified to the Building Division by means of FLOOR LIVE LOAD: 40 PSF stamped inspection approval letter provided to the FLOOR DEAD LOAD: 15 PSF building inspector prior to, the first rough framing WIND DESIGN: VMLT= 135 MPH, EXP. C inspection. A foundation inspection is also required to SEISMIC DESIGN CATEGORY: B be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 1. DEFINITIONS: A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO'ENGINEER MEAN THE STRUCTURAL ENGINEER OF RECORD ( SER) . OTHER ENTITIES ARE SPECIFICALLY NOTED AS "CONTRACTOR'S ENGINEER", "MECHANICAL ENGINEER", ETC. 2. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO FOR ADDITIONAL REQUIREMENTS. 3. UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES, AND NOTIFY ENGINEER OF EXISTING UTILITIES OR SUB GRADE CONDITIONS WHICH INTERFERE WITH WORK. 4. EXISTING STRUCTURES: A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION ( DISCOVERY) . C. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: IF SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN. IF DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS. • CONDITIONS OF INSTABILITY OR LACK OF SUPPORT. • CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION AND CONTINGENCY FEE SCHEDULES. GENERAL NOTES SECTION 2 - FOUNDATIONS ( CONT.) 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS. CEMENT SHALL BE TYPE 1. 3. STRUCTURAL CONCRETE: A. ALL WORK SHALL CONFORM WITH THE LATEST ACI SPECIFICATIONS UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. B. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF "ACI DETAILING MANUAL", PUBLICATION SP -66 WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318. 4. REINFORCEMENT: A. REINFORCING BARS: ASTM A615, 60 KSI B. WELDED AND FIELD BENT REINFORCING: ASTM A706,60 KSI C. WELDED WIRE FABRIC: ASTM 185 OR ASTM 497,70 KSI D. SPLICES: • NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. • MAKE BARS CONTINUOUS AROUND CORNERS. • WHERE PERMITTED, SPLICES MAY BE MADE BY CLASS B CONTACT LAPS OR MECHANICAL CONNECTORS. • LAP BARS A MINIMUM OF 48 BAR DIAMETERS. • SPLICE CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND GRADE BEAMS AS FOLLOWS: + TOP BARS - AT MID SPAN + BOTTOM BARS - OVER SUPPORT 4 5. USE OF DRAWINGS: A. DO NOT SCALE DRAWINGS. B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, 6. CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT OR STANDARD CONSTRUCTION PRACTICES. 6. TEMPORARY CONDITIONS: A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. B. FOUNDATION WALLS SHALL NOT BE BACK FILLED UNTIL THE SLABS -ON -GRADE, UPPER SLABS AND THE MAIN FLOOR FRAMING ( WHERE APPLICABLE) ARE IN PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED. PROVIDE FREE DRAINING BACK FILL ADJACENT TO FOUNDATION WALLS. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS. 7. SUBMITTALS AND SUBSTITUTIONS: A. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY THE SER. B. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS. C. SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. D. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT/OWNER/BUILDER FOR ACCEPTANCE. 8. OSHA STANDARDS: A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, STIFFENERS, PLATES, STABILIZERS, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED. C. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITION ONLY; THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING AS MAY BE NECESSARY TO COMPLY WITH OSHA. 9. COORDINATION: A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. B. ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, PROJECT SHOP DRAWINGS, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. SECTION 2 - FOUNDATIONS 1. DESIGN CRITERIA: A. REFER TO SOILS REPORT PROVIDED BY COLORADO GEOSCIENCE & DESIGN, INC., PROJECT NO. 21-370 DATED JULY 16, 2021, REVISED OCTOBER 20, 2021. THE SOILS REPORT RECOMMENDS THE USE OF DRILLED PIERS AND GRADE BEAMS. PLACING REINFORCEMENT: A. REINFORCEMENT PROTECTION • CONCRETE PLACED AGAINST EARTH......................3" • CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: • BARS #5 AND SMALLER ..................... 1-1/2" • BARS LARGER THAN #5 ........................ 2" • COLUMNS, GIRDERS, GRADE BEAMS, BEAMS ................ 1-1/2" • SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH ............. 1" • CORE WALLS NOT EXPOSED TO WEATHER OR EARTH ............... 1" B. REINFORCING PLACING TOLERANCES: PER ACI 117. C. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. "STABBING" INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. CONTROLJOINTS: A. PROVIDE SLAB CONTROL JOINTS PER ACI 6.4 AND IN ACCORDANCE WITH A QUALIFIED SOILS REPORT. IN LIEU OF A SOILS REPORT PROVIDE CONTROL JOINTS SUCH THAT NO MORE THAN 225 SQUARE FEET OF SLAB ARE WITHIN A GRID. SAWCUT CONTROL JOINTS SHALL BE 1/4 OF SLAB DEPTH. JOINTS SHOULD BE SPACED AT NO MORE THAN 15 FEET ON CENTER OR AS INDICATED ON THE DRAWINGS. 7. MEP AND OTHER OPENINGS AND EMBEDDMENTS: A. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS BEFORE PLACING CONCRETE. DO NOT CUT REINFORCING WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. B. REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS. SECTION 3 - STEEL 1. GENERAL: A. ALL STRUCTURAL STEEL FABRICATED AND ERECTED PER THE CURRENT EDITION OF AISC STEEL CONSTRUCTION MANUAL. B. ALL STRUCTURAL STEEL SHALL BE OF THE FOLLOWING GRADES: • WIDE FLANGE SHAPES, CHANNELS AND TEES: ASTM A992 (FY=50 KSI) • OTHER ROLLED SHAPES ( ANGLES, PLATES, AND BARS) : ASTM A36 (FY=36 KSI) • STEEL RODS AND MISCELLANEOUS: ASTM A36 (FY=36 KSI) • STEEL PIPE: ASTM Ass, GRADE B (FY=35 KSI) • HOLLOW STRUCTURAL SECTION ( HHS) : ASTM A500, GR.B (FY -06 KSI) C. STRUCTURAL STEEL CONNECTION MATERIALS: • CONNECTOR BOLTS: ASTM A307 • ANCHOR BOLTS: ASTM A307 OR A36. D. EXPANSION BOLTS SHALL BE "SIMPSON STRONG -BOLT 2" OR APPROVED WEDGE TYPE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SECTION 4 - WOOD 1. ENGINEERED LUMBER SIZES (MICROLAM, PARALAM, TIMBERSTRAND, AND FABRICATED MEMBER SIZES) SHOWN ARE NET: OTHER MEMBER SIZES ARE NOMINAL. A. ALL COMPOSITE LAMINATED VENEER LUMBER ( LVL) TO HAVE A MINIMUM ALLOWABLE BENDING. STRESS OF 2950 PSI (295OFb) AND MODULUS OF ELASTICITY OF 2,000,000 PSI (2.OE) PER ICC -ES ESR1387. B. ALL COMPOSITE PARALLEL STRAND LUMBER ( PSL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2950 PSI ( 2950%) AND MODULUS OF ELASTICITY OF 2,000,000 PSI (2.OE) PER ICC -ES ESR1387. C. MULTIPLE PLY MEMBERS TO BE NAILED TOGETHER USING 3 ROWS OF led COMMON WIRE NAILS SPACED AT 16" O/C ( U.O.N. ) D. COMPOSITE LAMINATED STRAND LUMBER (LSL) IS MANUFACTURED BY TRUS JOIST AND SHOULD BEAR THE LABEL OF "STRANDGARD" OR "TIMBERSTAND" WITH A MINIMUM MODULUS OF ELASTICITY OF 1,800,000 PSI ( 1.8E ) PER ICGES ESR1387. 2. FRAMING LUMBER DRY (19% MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION) SHALL BE SHOWN BELOW WITH MINIMUM DESIGN VALUES BASED ON THE 2018 NDS, UNLESS OTHERWISE NOTED. A. EXTERIOR STUDS: DF NO.2 OR BETTER B. LOAD BEARING STUDS ( AND COLUMNS ASSEMBLED FROM STUDS) : DF NO.2 OR BETTER C. NON -LOAD BEARING INTERIOR STUDS: OF STUD OR BETTER D. HEADERS AT TYPICAL OPENINGS: DF NO.2 OR BETTER E. 2"4" NOMINAL MEMBERS: DF NO.2 OR BETTER F. 5" NOMINAL AND LARGER MEMBERS: DF NO.1 OR BETTER Kyle Swartz, DNIcn=KyenSwartz, Kyle rtz P.E. o=CENSAPCE, ou, P • C • email=kyle@censpace.com, c=US SECTION 4 - WOOD (CONT) C Date: 2021.12.0616:12:35-07'00' 3. FABRICATED LUMBER: A. ALL FRAMING LUMBER TO BE GRADE MARKED PER THE LUMBER SCHEDULE SHOWN ON THESE DRAWINGS. ALL WOOD FRAMING SHALL BE SURFACE DRY TO A MAXIMUM MOISTURE CONTENT OF 19%. GLU-LAM AND COMPOSITE LUMBER MEMBERS (LVL) CANNOT EXCEED A MOISTURE CONTENT OF 16%. B. THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS (ON kJOISTS) , END BLOCKING, BRIDGING, AND ERECTION BRACING AS REQUIRED. SEE "DESIGN CRITERIA" FOR SUPERIMPOSED DEAD AND LIVE LOADS. 4. SHEATHING: A. ALL PLYWOOD/OSB CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION ( APA) OR THE STRUCTURAL BOARD ASSOCIATION (SBA1 . B. ALL ROOF PANEL SHEATHING SHALL BE 7/16", APA RATED 24/16, EXPA SHEATHING UNLESS OTHERWISE NOTED. NAIL ALL ROOF SHEATHING WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES (E.N.) AND 12" O.C. FIELD NAILING (F.N) UNLESS OTHERWISE NOTED. C. ALL FLOOR PANEL SHEATHING SHALL BE 23/32", APA RATED 40/20, EXPA SHEATHING UNLESS OTHERWISE NOTED. NAIL ALL FLOOR SHEATHING WITH 10d NAILS (au? 6" O.C. AT ALL SUPPORTED PANEL EDGES ( E.N) AND 12" O.C. FIELD NAILING (F.N) UNLESS OTHERWISE NOTED. D. ALL WALL PANEL SHEATHING SHALL BE 15/32", APA RATED 32/16, EXPA SHEATHING UNLESS OTHERWISE NOTED. NAIL ALL WALL SHEATHING WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES (E.N.) AND 12" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE NOTED. E. INSTALL ALL SHEATHING WITH THE LONG DIMENSION OF THE PANEL PARALLEL TO SUPPORTING FRAMING MEMBERS, WITH EACH PANEL CONTINUOUS OVER TWO OR MORE FRAMING MEMBERS. ALLOW 1/8" SPACING AT PANEL EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. F. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. G. ALL WALLS SHEATHED WITH GYP -BOARD SHALL BE CONNECTED WITH 5d COOLER NAILS SPACED AT 7" O.C. AT SUPPORTED PANEL EDGES AND AT INTERMEDIATE SUPPORTS. H. PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES WHERE INDICATED ON APPROVED PLANS. REFER TO SHEARWALL SCHEDULE OR PLANS FOR SPECIAL BLOCKING REQUIREMENTS. 5. OPENINGS: A. OPENINGS, POCKETS, ETC, SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. 6. NAILING: A. UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE BOX NAILS WITH SIZES SHOWN ON THE DRAWINGS. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH THE NAILING SCHEDULE PER IBC 2018 TABLE 2304.10.1 UNLESS NOTED OTHERWISE ON DRAWINGS. DRIVE ALL NAILS SO NAIL HEAD IS FLUSH TO WOOD SURFACE (TVP) 7. ENGINEERED WOOD TRUSSES: A. DESIGN CRITERIA: IBC 2018 TO SUPPORT THE FOLLOWING LOADS: B. GRAVITY LOADS [HORIZONTAL PROJECTION] • T.C.L.L. = 30 PSF (SNOW) • T.C.D.L. = 7.5 PSF (ASPHALT COMPOSITION SHINGLES OVER 1/2" SHEATHING) • B.C.L.L. = 10 PSF NON -CONCURRENT WITH ANY OTHER LIVE LOADS AND 20 PSF NON -CONCURRENT PER IBC 2018, TABLE 1607.1 (25) . • B.C.D.L: 7.5 PSF (GYPSUM BOARD SHEATHING WITH INSULATION) • EXPOSURE CATEGORY "C" • OCCUPANCY CATEGORY 1 C. LATERAUUPUFT LOADS: WIND LOADING PER LATEST APPROVED ASCE-7 RECOMMENDATIONS D. WIND VELOCITY: VOLT= 135 MPH E. OTHER LOADING CONDITIONS: • TRUSSES TO BE CHECKED FOR UNBALANCED LOAD CONDITIONS PER LATEST TPI RECOMMENDATIONS. F. TRUSS DEFLECTION CRITERIA: • MAXIMUM VERTICAL ROOF LIVE LOAD DEFLECTION = LESSER OF U240 OR 1.0" • MAXIMUM VERTICAL ROOF TOTAL LOAD DEFLECTION = LESSER OF U180 OR 1.5". • MAXIMUM HORIZONTAL DEFLECTION =1.5". G. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE LATEST BUILDING CODE AND SHALL CONFORM TO RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE ( TPI) . H. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED USING SAWN LUMBER WITH A MAXIMUM MOISTURE CONTENT OF 19 % AT THE TIME OF FABRICATION. ALL CHORD MEMBERS SHALL BE A MINIMUM 2X4 NOMINAL DIMENSION NO. 2 LUMBER AND WEBS SHALL BE A MINIMUM OF 2x4 NOMINAL DIMENSION STANDARD OR BETTER GRADE LUMBER. I. TRUSS MANUFACTURER IS RESPONSIBLE FOR SPECIFYING ALL REQUIRED TRUSS -TO -TRUSS CONNECTIONS. APPROVED ENGINEERED TRUSS DRAWINGS MUST BEAR THE STAMP AND SIGNATURE OF A QUALIFIED TRUSS ENGINEER. J. WOOD TRUSSES SHALL BE INSTALLED PER THE TRUSS MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR THE SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY TPI AND WTCA, PUBLICATION BCSI ( BUILDING COMPONENT SAFTETY INFORMATION) 1-03, "GUIDE FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. K. TRUSS MEMBERS SHALL NOT BE CUT, DRILLED, NOTCHED OR OTHERWISE ALTERED, AND TRUSSES SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THE MANUFACTURER'S DESIGN INTENT, WITHOUT WRITTEN APPROVAL OF A QUALIFIED LICENSED ENGINEER. L. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 8. MISCELLANEOUS WOOD FRAMING: A. SILL PLATES SHALL BE BOLTED INTO CONCRETE WITH 1/2" DIA. z 10" MIN LONG BOLTS ( MIN 7" EMBEDMENT U.N.O.) W/ 2"I WASHERS AND NUTS AT 4'1 O.C. MAXIMUM WITH AT LEAST TWO BOLTS PER MEMBER, UNLESS OTHERWISE NOTED. B. STUDS SHALL BE SPACED AT 16" O.C. MAXIMUM AND OF THE SIZE SHOWN ON PLANS. 2" NOMINAL SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS AT ALL SUPPORTS AND UNDER ALL PARTITIONS UNLESS OTHERWISE DETAILED. C. HOLES FOR BOLTS SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER OF THE BOLT, BUT NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER, AND SHALL PENETRATE WOOD MEMBERS SUCH THAT BOLT THREADS DO NOT BEAR AGAINST WOOD MEMBERS. BOLTED CONNECTIONS SHALL BE SNUG TIGHT, BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHER. D. BOLTS IN WOOD MEMBERS SHALL NOT BE SPACED LESS THAN 7 DIAMETERS FROM THE END OF THE MEMBER AND SHALL NOT BE SPACED LESS THAN THE LESSER OF EITHER 4 DIAMETERS FROM THE EDGE OF THE MEMBER, OR AT THE CENTERLINE OF MEMBER, UNLESS OTHERWISE NOTED. CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: (303) 655-9118 FAX: ( 303) 655-9116 www.censpam.com PROJECT LOCATION: FREEDMAN RESIDENCE 5536 W. 27th Ave. Wheat Ridge, CO 80033 COPYRIGHT @ 2020 CENSPACE, LLC: RIGHTSALL SOLE PROPERTY OF ODEPICTED CENSPACE.LLC AND NPART OF THIS INFORMATIONE MAYBE REPRODUCED CENSPACE. PRO MCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SEAL: w DATE: DESCRIPTION: 12.02.21 SUBMITTAL JOB #: CO.8724.00 GENERAL NOTES C C C C C F-0" nA \"/ nD nE 640 8'-0" 2TUV 15•-6'• 14'4" 18'-0" 24'-0" 9'-0" 4'0" 10•-9'• 4'-3•' 1 T -W 15.4• 14'4" 42'0'• U 2f" IV -10" IT -10•' 2'-0" 10" 0 DRILLED CONCRETE PIER, 1 41 10'10 DMA, ED CONCRETE PIER MINVBEDROCKEMBED. TYP SD.1 MM T BEDROCK EMBED. 12 SPM TYP TYP TYP 10" 0 DR6LED CONCRETE PIER 6 6 1 5 1 SD.1 STEP COUNTERF RT - MEN 12'BEDROCK EMBED, 3'-0" SD.1 B.O.W. MM SD.1 0 DRILLED CONCRETE PIER --- --- STEP N p10" MIN ITEEDROCK EMBED. Li V `P B.O.W. N _ STEP T.O.W.,TYP STEP T.O. W., STEP-_/T.O.W. EP :^ STEP T.O. W., - e TYP H.O.W. SP 10"O DRIELED CONCRETE PIER, Typ TYP MIN 6'BEDROCK EMBED. m V ) $D.1 a m m 10"0 DRILLED CONCRETE PIER, MIN 8' BEDROCK EMBED.IOS 1 STEP _ Y RU.LEDCONCRETE PIER SU.1 HOW. •^ MPI6'HEDROCKEMBED. MING li SIM I x - - - m- -- - - - - -- - - - - - - - - - - --- - I STEP I GARAGE: 10"0 DRILLED v TOW CONC.PIER,TYP 10"O DRILLEDCONCRETE PIER, SD.1 IL 16"0 DRILLED MIN 16 BEDROCK EMBED., OR SN1 CONCRETE SLAB: u 16" OORD.LED CONCRETE PIER CONCRETE PIER, MM12'BEDROCK 5 V 4'THIIX CONCR2TE SLAB ON GRADEW/Rf EMBED. MM 8' BEDROCK EMBED. GR.WREINP. 15'•O.C.OR(EQS W2AA1Q.9 QBD.I ) WELDED WIRE PABRIC (CENTERED)15•HIR 12'-0i" 8'-0i" SIMSD.1 "0 STEP W� IBEAM POCKET TYP POACH CONTROLIOMTSM Rom ________11F ____________ _mirm SLAB PER GENERAL NOTES ) 4 = STEPT,O.W.,ANDDETAILVSD.1. TTP glut COUTFIERFORT BASEMENT: ,^g 4 10"0 DRILLED SLOPETYP CONCRETE PIER, MIN11 I 9' BEDROCK EMBED. SLAB.I 3'-0"COMICKCNCRETE I I- ME47JR 10'ODRTE CROSSHATCHI4DICATES 4"THICK CONCRETE SLAB ON GRADE W/IF3 NCR RI CONCRETE PIER MM L_ _ ____________ ____ ____ __________SLR .TO EQUAL TO. TUND RpIBEOTQC SEE GR.60 REINF. (d,15"O.C.OR6X6W2.9xW2.9 EARED. DETAIL I4/SRL P WELDED WIRE FABRIC(CENTERED)12'BEDROCK SLUAL 1O•'O DRILLEDCONCRETEPIER, 8PI NOTE: MPI 6' BEDROCK EMBED.PLACE CONTROL JOINTS IN SLAB PER GENERALNOTES 10"0 DR¢LEDCONCRETEPIER10"0 AND DETAIL 2/SD.I. IAN PF BEDROCK EMBED. DRILLED CONCRETEPIER, MW 6' BEDROCK EMBED. - - - - - ----------- 10•'0 DRILLEDCONCRBTEPIERSTEPT.O.W.,TYPRAUL - - - - - - - - - - - -AB I MIN 9'BEDROCK EMBED. BEANUUHPM. BEDROC SW. MIN19IOSO RARETEPIERMM IQ BEDROCK EMBED. 0 DRILLEDCONCRETEPIER MINTBEDROCK EMBED. MI YP IB COUNTERFORT - - 0 3 SEA P P 23" STEP T.O.W. AROUND TIMBER CGLAD VE, SD.1 2'-1i" 15'-2k" Jk" TYP T4" 11'-5'• 5'RP 12'-9" 5'-11" 6-2" 5'-11• 2'-0'• 194•' 2'-0" 8 2'-5" 4'-1" 35'-0" 151-61 14'4" I8'-0" 24'-0" FOUNDATION PLAN - PLAN VIEW NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 3/16"=1'-6" • SEE SHEET SGA AND SD.1 AND SD 2 FOR GENERALNOTES AND DETAILS. • TOP OF SLAB/WALLS TO BE 6' MM ABOVE FINISHED GRADE. CONTRACTOR TO FIELD VERIFY GRADE WITH TOP OF SLABMALL AND STEPS AND COORDINATE WITH ENGINEER. • CHECK AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. • FIELD VERIFY GRADE WITH TOP OF WALL AND WALL STEPS AND COORDINATE WITH ENGINEER. KEY: ® -POST FROM ABOVE [_ -WALL FROM ABOVE - STEP IN TOP OF WALL • -CONCRETE PIER _ - RETAINING FOUNDATION WALL KEYNOTES: 0-4"THICKCONCRETESLABONGRADEW/k3GR.60UE .Q15"O.C.OR 6X6-W2.9xW .9 WELDED WIRE FABRIC(CENTERED). PLACE CONTROL JOINTS IN SLAB PER GENERAL NOTES AND DETAIL 213D.1. A. DRILLED CONCRETE PIERS (CAISSONS) SHALL PENETRATE NO LESS THAN 5 FEET INTO THE CLAYSTONE BEDROCK WHERE GREATER PENETRATION IS REQUIRED, SUCH PENETRATION IS NOTED ON THE FOUNDATION PLAN. a. MINIMUM DRILLED PIER LENGTH: 24 FEET. MINIMUM BEDROCK EMBEDMENT 5 FEET, IN MAXINM DESIGN END HEARING PRESSURE: 12,510 PSP. c. MA]OMUM DESIGN SIDE SHEAR: 1,250 PSF. d. MINIUM DEAD LOAD DESIGN END BEARING PRESSURE: TWO PSF B. PROVIDE CONTINUOUS 4S VOID FORM BELOW ALL WALLS AND GRADE BEAMS BETWEEN DRILLED PIERS. C. DRULLED PIERS SHALL BE IO" IN DIAMETER UNLESS OTHERWISE NOTED. THE TOP OF THE PIER SHALL MAINTAIN THE SPECIFIED DIAMETER, FORM AS REQUIRED TO ELIMINATE •'MUSHROOMING". PRIOR TO PLACING CONCRETE, THE SOILS ENGINEER SHALL OBSERVE AND APPROVE SOBS SUPPORTING FOUNDATIONS AND ALL SD&BASE MATERIALS SUPPORTING SLABS-0NLRADE. 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 IRCI Section R109.1.1 CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: (303) 655-9118 FAX: ( 303) 655-9116 www.censpace.com PROJECT LOCATION: FREEDMAN RESIDENCE 5536 W. 27th Ave. Wheat Ridge, CO 80033 COPYRIGHT © 2020 CENSPACE, LLC: ALL RIGHTSRESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE LE PROPERTY OFCENSPAOEL ONO PART OF THIS INFMATIION MAY BE REPRODUCED A IN NY ORM WITHOUT THE WRITTENPERMISSIONOF CEN PROFESSIONAL SEAL: DATE: DESCRIPTION: 12.02.21 SUBMITTAL JOB #: C0.8724.00 FOUNDATION PLAN UPON S1.0 NOTE: ALL FLOOR JOISTS AND BEAMS SHOWN AS SIMPLE SPAN MUST SIMPLE SPAN. MULTI -SPAN IS PERMITTED ONLY WHERE SHOWN PER PLAN. JOISTS AND TIMBER BEAMS SHOWN AS MULTI -SPAN ARE PERMITTED TO SIMPLE SPAN, TYP. STEEL BEAMS MUST SPAN PER PLAN, TVP. -- I I I I B B B I I I EXTERIOR SLAB,IYP eP I N _ml - IUS2.06/11.8%TYP O @� SB I 11 YGRO BEAM—/l POCKET AFTER FLOOR INSTALLATION, TW SB BB p7 ]S"LVL Fm0. B:I:2)�SD.2 W/ ASE & AS REQUIRED) I I I I I 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. MA TN FLOOR ANT) T.OWFR ROOF FR AMTN(7 PT.AN - PT. FRAMING NOTES: • SEE SHEET SG.1 AND SD.1 AND SD.2 FOR GENERAL NOTES AND DETAILS. • PROVIDE SIMPSON H2.5 AT ALL RAFTERSTRUSSES SUPPORTED AT BEARING WALLSIBEAMS. • PROVIDE BLOCKING @ALL INTERIOR JOIST BEARING LOCATIONS. • PROVIDE SQUASH BLOCKS ORADDITIONAL RIM SECTION BELOW (2) 2x AND LARGER POSTS TO TRANSFER LOADS FROM ABOVE THROUGH THE FLOOR SYSTEM TO FOUNDATION. • ALL BEAMS ARE FLUSH, U.N.O. KEY: -POST FROM ABOVE ■ -POST BELOW(2)2x MIN, POSTS TO MATCH WALL STUD SIZE U.N.O. ED - WALL FROM ABOVE rm - INTERIOR BEARING WALL LOCATION OF 2x4 OR 2x6 @ 16' OHC. SE1 - DENOTES REQUIRED SQUASH BLDCKS BELOW L - FRAMING MEMBER HANGER r -FRAMING MEMBER BEARING 2)2x12 - - C212-2 2X12 (dam 16' O.C. I I I I 1 TYP I I I 5D.2 I (3)2x8HDR -J`–(3)2x8HDRir A SD.2 SB C P 2x6 D s g--- --°0 ---- --- T __ _ � �D - __ 02x6K 88 PRE-ENGINEERED o TRUSSES @24'OC. S�p mx 22x6TZEy �x (3)2x8HD2 A -(3)2x8 HDR -°'F O �O T we OY L We � A (3)2x8 HIM T d PF (5) 2x6 SB D 4 Zx6K D LET BEAM INTO WALL, TYP ,m Sad I y�lg' (3)2x8 HDR A at0 8x8 POST COW. PON TO NOTE: MIN R F W SEE DETAIL SSD2 ABUBBZ BASE CONSTRUCTION HEADER CONSTRUCTION NO E: DECK NO RT HOHINED - SI TO SUPPORT HOT TUB. _ _ _ _ _ - - - - - - - - t - - - NOTE: I ALL EXTERIOR LUMBER TO BE TREATED FOR PROTECTION FROM THE ELEMENTS �I�BE1M & MOIST CANT. JOIST CANT. D) SHEATHING FASTENER SCHEDULE UNLESS NOTED OTHERWISE (U.N.O.) DIAPHRAGM SHEATHING EDGE NAILING FIELD NAILING A (ALL SHTHG ONE SIDE) LMELPIA 12 w PASTICK ASIMFS114 ®9^ PLADO EXTERIOR WALLS 15/32" APA RATED 32/16 M COMMONS @ V O.C. M COMMONS @ 12^ O.C. (2)11(" LVL U414J BLOCK ALL EDGES � U 23/32"T&GAPARATED IOBICOAMMONSOR#10 I LOG COMMONS OR#10 EDCRSIA� STURD-I-FLOOR WOODSCREWS@6"O.0 F; f) 7/16"APARATED24/16 1W COMMONS PS 6' O.C. LOG COMMONS @12"O.C. FASTENSTASTER FEATURE AC MI6oCOMMONSB®p GCM VOC nn Qxa^nc F O F O EGARDBCCING, RWLTRULARDRAG F O EDGES) BELOW GSIRVPIMO NPPIA NEAR sss4LISATE CONT PASTEMAASTEA ELATION F5 W' me GLEAMED f0N661GETES F5 UNIOBLMRNGI3®JM' PMQ e .Blx^O.c BP1B0® OWADWG FI3rtiOBLOC KNG A1MGom DDMDGTRp 6ES NAILINVIDE EDGE) GAT PA L 6LB�K ). (COPA ) ( AOR ro -, ALL -, -_ (]IMd@2.00 AV(9T OGCONN OLEOSNESI _f � (DROPPED) ATTAMMDW1EdCAMGNS®3"O.C.N EDGES AND MELDROE.)n STAGGER NAILING AT PANEL ® AMBCARDOR IRVP SHOW ® I @10 NOTES8 LOC ALLEOGFSI L NT CENTRAL ANoaonomoP 9E-& ewALLssIMLL BE PnsTENECroPRAMNC PERELWDOLB VNLEssTMED OTLB]LvnseonwANS ABOVE, TVP I .. SD.2 (2)111 LVL U41d I SB I 5 2x6 (5)2x6 � SB SB 4�0( sB32x6 Q(6)2x6SR S SD.2 SD.2 TYE 2(12LEDGERCONNECFED III 5"DIA (Sf"OD 3"DIA(3}"OD) ^, W/(3) FASTENMASTER STDSTLPRE L Ili STD STL PIPE COL "FLATLOK" FLOW SCREWS @ 16" O.C. INTO STUDS 32x6 ° OR RIM BOARD, T FF DRAG ..tC ..t j 51 TWIlf^LVL LUS210, T G t-O V STRUT mmlN - ,--� L 2x12 16"OQ SHEAR WALL O O ABOVE, TYPI f TMP (3)111"LUS2210.22 ATr_ 1Li 3 (DROPPED' ($DRPEDRn2 II � j),ZL BB p7 ]S"LVL Fm0. B:I:2)�SD.2 W/ ASE & AS REQUIRED) I I I I I 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. MA TN FLOOR ANT) T.OWFR ROOF FR AMTN(7 PT.AN - PT. FRAMING NOTES: • SEE SHEET SG.1 AND SD.1 AND SD.2 FOR GENERAL NOTES AND DETAILS. • PROVIDE SIMPSON H2.5 AT ALL RAFTERSTRUSSES SUPPORTED AT BEARING WALLSIBEAMS. • PROVIDE BLOCKING @ALL INTERIOR JOIST BEARING LOCATIONS. • PROVIDE SQUASH BLOCKS ORADDITIONAL RIM SECTION BELOW (2) 2x AND LARGER POSTS TO TRANSFER LOADS FROM ABOVE THROUGH THE FLOOR SYSTEM TO FOUNDATION. • ALL BEAMS ARE FLUSH, U.N.O. KEY: -POST FROM ABOVE ■ -POST BELOW(2)2x MIN, POSTS TO MATCH WALL STUD SIZE U.N.O. ED - WALL FROM ABOVE rm - INTERIOR BEARING WALL LOCATION OF 2x4 OR 2x6 @ 16' OHC. SE1 - DENOTES REQUIRED SQUASH BLDCKS BELOW L - FRAMING MEMBER HANGER r -FRAMING MEMBER BEARING 2)2x12 - - C212-2 2X12 (dam 16' O.C. I I I I 1 TYP I I I 5D.2 I (3)2x8HDR -J`–(3)2x8HDRir A SD.2 SB C P 2x6 D s g--- --°0 ---- --- T __ _ � �D - __ 02x6K 88 PRE-ENGINEERED o TRUSSES @24'OC. S�p mx 22x6TZEy �x (3)2x8HD2 A -(3)2x8 HDR -°'F O �O T we OY L We � A (3)2x8 HIM T d PF (5) 2x6 SB D 4 Zx6K D LET BEAM INTO WALL, TYP ,m Sad I y�lg' (3)2x8 HDR A at0 8x8 POST COW. PON TO NOTE: MIN R F W SEE DETAIL SSD2 ABUBBZ BASE CONSTRUCTION HEADER CONSTRUCTION NO E: DECK NO RT HOHINED - SI TO SUPPORT HOT TUB. _ _ _ _ _ - - - - - - - - t - - - NOTE: I ALL EXTERIOR LUMBER TO BE TREATED FOR PROTECTION FROM THE ELEMENTS �I�BE1M & MOIST CANT. JOIST CANT. D) SHEATHING FASTENER SCHEDULE UNLESS NOTED OTHERWISE (U.N.O.) DIAPHRAGM SHEATHING EDGE NAILING FIELD NAILING A (ALL SHTHG ONE SIDE) LMELPIA 12 w PASTICK ASIMFS114 ®9^ PLADO EXTERIOR WALLS 15/32" APA RATED 32/16 M COMMONS @ V O.C. M COMMONS @ 12^ O.C. ABq BLOCK ALL EDGES p®.D, LBLCCK ALL FLOOR 23/32"T&GAPARATED IOBICOAMMONSOR#10 I LOG COMMONS OR#10 EDCRSIA� STURD-I-FLOOR WOODSCREWS@6"O.0 WOODSCREWS@12^OC. ROOF 7/16"APARATED24/16 1W COMMONS PS 6' O.C. LOG COMMONS @12"O.C. SHEAR WALL SCHEDULE CESIGNRTON SHEATHING IT "LING SILL PLATE BUT PLATE TOP PLATE A SHEARWt� WOCIDS SHOOTING $M"�DSL�SMODIM (ONE LMELPIA 12 w PASTICK ASIMFS114 ®9^ PLADO EASTENMA6T6ArtATLIX �CI4T1®Na CBwC ®6"OLM O A&(q l6"OC AJF @3 ABq p®.D, LBLCCK ALL ERMADORDIAG NMUBEILO RUING DINGMUSSOR RIMIDEAD EDCRSIA� AVIBELOW SMUT ME PLATE GSlR11TINTO IPPV. © SHEAR WAUB $TTGSB6HEATHMGLONJ14 2, RUTH MAIN WIX"CIA, FASTENMASIM M6PMPIAII®P FASTENSTASTER FEATURE AC MI6oCOMMONSB®p GCM VOC nn Qxa^nc OMPI•ECTN'GBLM KING EDGES13 E LBLC[K ALL EGARDBCCING, RWLTRULARDRAG MIMSOARED,DRAG MUSSOR EDGES) BELOW GSIRVPIMO NPPIA NEAR sss4LISATE PASMISOCUR PASTEMAASTEA ELATION ISI W' me GLEAMED f0N661GETES WB6"DYv1]" UNIOBLMRNGI3®JM' PMQ VIDI 2m COM rvs®x'O.C. USIMMABD Iz' GO MPIDLK MNM)a SEDGES .Blx^O.c BP1B0® OWADWG FI3rtiOBLOC KNG A1MGom DDMDGTRp 6ES NAILINVIDE EDGE) GAT PA L 6LB�K AOR ro ALL (]IMd@2.00 AV(9T OGCONN OLEOSNESI DA,12' TMOBLOMMITYU GGMU ATTAMMDW1EdCAMGNS®3"O.C.N EDGES AND MELDROE.)n STAGGER NAILING AT PANEL AU& M6.OL AMBCARDOR IRVP SHOW BTOCNBLWMDTRA66 DROSmD NOTES8 LOC ALLEOGFSI NT CENTRAL ANoaonomoP 9E-& ewALLssIMLL BE PnsTENECroPRAMNC PERELWDOLB VNLEssTMED OTLB]LvnseonwANS E- CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: (303) 655-9118 FAX: ( 303) 655-9116 www.censpace.com PROJECT LOCATION: FREEDMAN RESIDENCE 5536 W. 27th Ave. Wheat Ridge, CO 80033 COPYRIGHT © 2020 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SMASH IS MAYSOLEBE REPRODUCED CEDE- INPACE ANY FORM WITHNO OUT THE TWRI THIS PERMISSION E GENSPAGE.LLC GC TH NT I61 OFSO PROFESSIONAL SEAL: DATE: DESCRIPTION: 12.02.21 SUBMITTAL 00 JOB #: C0.8724.00 MAIN FLOOR & LOWER ROOF FRAMING PLAN S200 I I I I 8x8 POST W/ 5 2x6 ABU88Z BASE& .8x12 DP kl: HUC812(MAX)RCIFCAPTSTUM 22xbT ( Ili°LVLHDR AS SECURED) •O91"LVL: HUC 10 (MAX) YP EA END 8x12 ON 91 OR SB 5 (3)9 A OL(DROPPED) SB SB SB 6� 1 OIL{"LVL PRE_ENGMEERED , PTRG�TRUSSES @ 24" O.C. 1 �Ia SB D3 NOTE: WSx21 HDR O1 ALL FLOOR JOISTS AND BEAMS PRE-ENOINEE E 41 SHOWN AS SIMPLE SPAN MUST MOSSES @24"O.0 Bx SUMPLE SPAN. MULTI -SPAN IS 1 1 PERMITTED ONLY WHERE SHOWN 8x8 POST W/ EXTERIORWALLS PER PLAN. JOISTS AND TIMBER ABU88Z BASE& • O 9}"LVL: HUC610 (MA]) BEAMS SHOWN AS MULTI -SPAN pS REQUIRED) AS @36 -OC. ARE PERMITTED TO SB.WLE SPAN, 62x6T MIDRMIFDNDR FW M. STEEL BEAMS MUST SPAN FLOOR PER PLAN, M. ANN, NOTE: BEAMS TO HAVE I ALL h)CERIOR LVLs TO EQUAL BEARING p BE WRAPPED AND ALL ON SUPPORTING al LUMBER TO BE TREATED POST BELOW, TYP QI FOR PROTECTION FROM THE ELEMENTS ml %S OSB SHEATHING SON `Ai WX"DA.S" B®LOC. TRUSSES @ M. Or. WSx21 HDR O1 SHEATHING 41 VL Bx (ALL SHTHG ONE SIDE 1 1 •BAD DF RL; HUC812(MAY). EXTERIORWALLS j • O 9}"LVL: HUC610 (MA]) At COMMONS@12"O.C. AS @36 -OC. 8x12 DF #1 I ) 9}" LVL (DROPPED) ROOF TRUSS HEM TO ACCOMMODATE iERED ADJACENT -10"+ 24"O.C. BEAM DEPTH, TVP SO2 g ]YP TRUSSES@`24"O.0 210TJI'S SD.2 IUS2.06/11.88, 45:2]�2x6 SB @ 16" O.C.TYP (3)TS•LVLHOR (212x6 1 1 U414. TV? a r, 3"DIA (34"OD) _ 8 TVP TD TLPWU L �I lel US 0(VIIR8,TYP E SB JL WIOX17 •�LETBEAMINTo WALUTVP I STRUT WIOs30x (-SPAN) TRUSSES @ 24" O.0 ROOF TRUSS HEEL HT TO ACCOMMODATE ADJACENT -IPM BEAM DEPTH, TVP lLVA n DID 616141ml:�w112r"9 ve FRAMING NOTES: • SEE SHEET SOI AND SDA AND SU2 FOR GENERAL NOTES AND DETAILS. • PROVIDE SWPSON H2.5 AT ALL RAFTERS?RUSSES SUPPORTED AT BEARING WALL&BEAMS. • PROVIDE BLOCKING @ ALL INTERIOR JOIST BEARING LOCATIONS. • PROVIDE SQUASH BLOCKS OR ADDITIONAL RIM SECTION BELOW (2) 2x AND LARGER POSTS TO TRANSFER LOADS FROM ABOVE THROUGH THE FLOOR SYSTEM TO FOUNDATION. • ALL BEAMS ARE FLUSH, U.N.O. • ALL WALL FRAMING TO BE 2x6 AT 16" O.C., U.N.O. • PROVIDE (1) 2x6T AND (1) 2x6K U.N.O.. • ALL HEADERS (3) 2x8, UNLESS NOTED OTHERWISE. • STRAP ALL BEAMS DOWN W/ST18 OR TS18 AT ALL BEAM BEARING LOCATIONS, U.N.O. KEY: ■ -POST BELOW(2)2x MIN. POSTS T'O MATCH WALL STUD SUE U.N.O. m -POST FROM ABOVE ® -INTERIOR BEARING WALL LOCATION OF 2x4 OR 2x6 @ UT O.C. E --- T -WALL FROM ABOVE SB -DENOTES RME ED SQUASH BLOCKS BELOW L - FRAMING MEMBER HANGER r -FRAMING MEMBER BEARING (3) 2xS HDR ' lIj-LVL DRAG V STRUT I I I I I I I I TYP I I I I 6T A (3)2x8 HDR I I I TI — — JSZ aQ'`E SBO o 0x05 SB se ^ I I z 2 2x6T —— - - - - Ii --- --, - - - - - - T - - - E4 _^ L SB � IDR B b LET BEAM INTO WALL, TYP 1 3j1, F 1 yIl NOTE: SEEDETAM5/SD.2 15 FOR TYPICAL HEADER SU2 HUCQ612SOS CONSTRUCTION —______t___ SHEATHING FASTENER SCHEDULE WSx21 HDR DIAPHRAGM SHEATHING EDGE NAILING FIELD NAILING Bx (ALL SHTHG ONE SIDE EAR HER 7SI �f Wl%DASfaM:12@MA2a� EXTERIORWALLS COW. Q 8d COMMONS@6"O.C. At COMMONS@12"O.C. AS @36 -OC. D 62x6T MIDRMIFDNDR FW FLOOR 23132"T&GAPARATED ANN, ABU88Z BASE I I I I SHEATHING FASTENER SCHEDULE UNLESS NOTED OTHERWISE (ONO.) DIAPHRAGM SHEATHING EDGE NAILING FIELD NAILING TW PLATE (ALL SHTHG ONE SIDE EAR HER 7SI �f Wl%DASfaM:12@MA2a� EXTERIORWALLS 15/32R APA RATED 32/16 8d COMMONS@6"O.C. At COMMONS@12"O.C. AS @36 -OC. OC WTOBLCG Q. BLOCK ALL EOL FLOOR 23132"T&GAPARATED 10d COMMONSOR#10 IN COMMONS OR#10 I STURD-I-FLOOR WO WOOD SCREWS @12S OX ROOF W16"APARATED24116 IN COMMONS @b"OUT. IN COMMONS@12"OC. KEYNOTES: Q2 - THE SOUTH END OF THE FLUSH STEEL BEAM SPANNING NORTH -SOUTH TO EXTEND A MINPNM OF 9" INTO THE FRAMED WALL TO ACCEPT THE 2 -SIDED WELDED CONNECTION OF THE PERPENDICULAR STEEL BEAM SPANNING EAST -WEST. 03-HGU5.50-SDSH-11.813 © -3"DIAD OD)STD STU PIPE COL. BETWEEN SND FLOOR BEAM AND HEADER BFLOW. WELD PRE COL. TO STU BEAMS TOP AND BOTTOM WITH d" FMLET WELD ALL AROUND, SIM TO DETAU.S 10 & I I/SD.2. STRAP TOP ATER ON EITHER SIDE OF COL. TOGETHER WITH CS 16 STRAPS, EACH FACE. SHEAR WALL SCHEDULE DEWONATON SHEATHING & KNOW SILL PLATE BOT PLATE TW PLATE EAR HER 7SI �f Wl%DASfaM:12@MA2a� � KI Ea TO ACNFDW/WCOMMON AS @36 -OC. OC WTOBLCG Q. �ORMAdTO'AThSS FSDI2.00 FIELD. ALL ODR OR ENRON •IROTBELOW cWsArauOnRrroeeure SHEARWALL %S OSB SHEATHING SON `Ai WX"DA.S" B®LOC. FILIATION FFMFLMD@R' F�.WTO EM1FUTgc ,2®ca TEACHERSOWMMONS®4•OC® . OL BLCCYJNc GBLOfHWG. EDGESAND12-OCLO@xC HIM WAR AG OR OR ARD DMO TRUSS OR MWdG09TRMBlTO STATES) STTUTBELOW roPPLAT6 h SHLPLATE FASRNMASIER FASTENMASIBRPfAiIAML [: LBSHH Ax 1Y BOARDS E? GO, COMIR®)k0.0 rO/mmSAEAT NGSONE®EWESArvHED W/fd S92-0CEFSTAESANN 12 S C FIELD. PROVIDE SUN, 3, STUDS AND AIL@NOW R ®IZ OC, 'fODNACHHAUNG,)$ RMBOARDORDRAG NNscnx LNG, RIMBOARD.DOR (BLOCK EDGES BELOW BRUT NFOTOPPLA TE 6HPARWALLD RJ 1002-D.0 A)5®S'O.CCONN. uxRR 3SHMWGTM(BONSS2) A'ACXRNDW AD @5 AB.®COC. FUMERARDOR AND ENDURE MIN. In DRkGSTRUF CRRDIOU f STUDS AND STAGGER HATING AT PANEL OW STATES (SELLS ALL PARTS) GENERALSHEARWALLNOTES IA OFSHEARNALLSBE FAST NEE FRAMING PER SCHEDULE. UNLESS NOTED OTHERWISE ON PLANS. IVI SXEFARWAWLL A HALL RE SPACESKAU D 6TO CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: (303) 655-9118 FAX: ( 303) 655-9116 w censpace.com PROJECT LOCATION: FREEDMAN RESIDENCE 5536 W. 27th Ave. Wheat Ridge, CO 80033 r COPYRIGHT © 2020 CENSPACE, LLC: ALL XIGHHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE OPERTY OFCENSPACE ONO PART OF THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITHOUTTHE WRITTEN PERMISSION CEN PROFESSIONAL SEAL: DATE: DESCRIPTION: 12.02.21 SUBMITTAL JOB #: CO.8724.00 SECOND FLOOR & MID ROOF FRAMING PLAN S300 D2 - I I I I it---� I I I I I 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. ROOF FRAMING NOTES: 'SEE SHEET SO. ]AND SDI AND SO2 FOR TYPICAL DETAILS & GENERAL NOTES. 'PROVIDE SIMPSON H2.5 AT ALL RAPFERS/TRUSSES SUPPORTED AT BEARING WALLS/BEAMS. ' ALL WALL FRAMING TO BE 2x6 AT 16' O.C., U.N.O. ' PROVIDE (U NAT AND (p 2x6K U.N.O.. ' ALL HEADERS (3) 2x8, UNLESS NOTED OTHERWISE. ' STRAP ALL BEAMS DOWN W/ST18 OR TS 18 AT ALL BEAM BEARING LOCATIONS U.N.O. KEY: ® -POST BELOW(2)2x MM, POSTS TO MATCH WALL STUD SEE U.N.M. ® - INTERIOR BEARING WALL LOCATION OF 2x4 OR 2x6®16"OHC. SB - DENOTES REQUIRED SQUASH BLOCKS BELOW L - FRAMING MEMBER HANGER r -FRAMING MEMBER BEARING -------------------------- I ----------------------- C NOTE: SEE DETAIL 5/SOI FOR TYPICAL HEADER CONSTRUCTION ------- - - - - - -r- -- -------------------------- - - - SHEATHING FASTENER SCHEDULE UNLESS NOTED OTHERWISE(U.N.0) DIAPHRAGM SHEATHING I EDGENAILING FIELD NAILING TOP PLATE (ALL SHTHG ONE SIDE) SHEARWALLA %OW HEATmSTAIMB ME) 2, SOL, PLATE WIS DIA,12 EXTERIOR WALLS 15/32 - APA RATED 32/16 Rd COKIHONS ®6" O.C. Rd COMMONS ®12" O.C. ALL®66'D.0 BLOCKALLEDGES FLUOR 23/32-T&GAPARATED WACONIAONSORk10 lOd COMMONSOR#10 STURD-I-FLUOR WOOD SCREWS Q 6" O.O. WOOD SCREWS@ 12" OC, ROOF 7/16"APARAT W16 1MCOMMONS@WO.C. 10d C(TMMONS®12"O.C. SHEAR WALL SCHEDULE DE81GNATON SHEATHING& NUMUNG SILL PLATE BOT MATE TOP PLATE SHEARWALLA %OW HEATmSTAIMB ME) 2, SOL, PLATE WIS DIA,12 FAS FLATTLOKASTESt AFF1412@9- u EAMnAl2@9-0c. ACHMEAEGOMNQJ6®6"OCA ALL®66'D.0 COIURCRDiG KB1G, ESAND 12" OC FIELD. PROCRA EDGW OPHOOLIGANISM. DR RD, OR EES( W BTRUTDELOW DPAG 6'BVTBiTO TCPPIATE SHEAR WALL 2, FULL PLAIN EPLAATUOOiAFTF.ITI12@6' ER SHEATBINGRNEMES FMFUUD@® OELAT1nR ATTACHEDW/BOCOC,@ H.®10"D OCBITO BLOCRBJG COMI6CTMG 0.00KWO EOMMONI EDGES)RULES ADD 1BLCCKALL OOR 6TRUTATTAN D RIM BOARD. HOUR OF RAG STRUT INTO TOP PLATE 1, SRL PLATO FASTEMAASTER FASTBMdASIBR PLATLOR WffATRING SONE ME) ATTADTNSD IDDA IP ATUAK I • 6CINTUBLCCKENG, O.0 S FIELD. PPROVIDE MW STUDES ALD A,@12 . RIM BOARD OR DRAG Ci KBq RPIBOAR0. BOf. UE3�dt t� STAGGERC PANEL EWES BrcE O ALL MASON SHEARWALLD 1111W e2"DC. AO@IT O.C. COME. �'A,W"OVA SHEATHING roB1CCCING.RNf UMCOMMONS 2 (H�WIBOCCRIELD. S`IUOOOTTEEMIN AWIAD.@VT13 A8. ®6'0.0 B PAGpUGTAUSW9 SUAL AND 6TAGGEn NAB.WGATRANUT 6*BELOW DRADISTRUT UT BS DROPS ALL EW®1 GE"AOSOBOiTWOMOF EIffiRWALLEEINLL BE FASIENEDNFRAMMG PPR SCHODVL4UNLEEEHOTED OIIlIXW1EEON%ANS CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: (303) 655-9118 FAX: ( 303) 655-9116 www.censpace.com PROJECT LOCATION: FREEDMAN RESIDENCE 5536 W. 27th Ave. Wheat Ridge, CO 80033 COPYRIGHT © 2020 CENSPACE, LLC: ALL (GHTS PROPERTY RESERVED. INFORMATION DEPICTED OFCENSPACELLC AND NOPARTE OF THIS INFORMATION BOLE MAYBE REPRODUCED EPRO UCED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF CENSP PROFESSIONAL SEAL: ,Vx DATE: DESCRIPTION: 12.02.21 SUBMITTAL JOB #: CO.8724.00 UPPER ROOF FRAMING PLAN S4.0 .$° WhearRa. U "' w CONT. 2x8 P.T. �P GSNTRACTOR TO PROVIDE PLATE W/A.B. PER Og ATERPROOFING BETWEEN PLAN SLAB AND STRUCTURE SLAB PER o�a PLAN :i)F�INGPERL ADJACENT/PERP. I' PLAN PDN WALL TOC 1 FOUNDATION `x WALL. REINFORCE PER 3/SD.1 RAISED T.O.C. DETAIL FINISHED GRADE, #5 FULL HEIGHT VERTS @ 16" 0.0 (2)#1 w SPP TH AN CONT.2x P.T. PLATE W/AB. PER PLAN FRAMINGPER PLAN �CONC. FND WALL #5 x 48" W/ 24" HOOKS INTO FOUNDATION WALL. MATCH ADJACENT FUN WALL HORJZONT BAR SPACING. SLAB PER PLAN 70 Q IN PER SOILS ENGINEER COUNTERFORT DETAIL POST PER CONTRACTOR TO PROVIDE PLAN WATERPROOFING BETWEEN SLAB AND STRUCTURE POST BASE SLAB PER PERPLAN PLAN 45 VERTICALS @ 24" O.C. I, 8" CONIC STEM WALL 8" #5 @ 36" O.C. '1, (2) 45's x CONT. TOP WALL PER PLAN ✓� SEE FOUND. PLAN FOR —•— " TOP TF WALL(FOW). _ ELEVATION CATION AND WALL CORNEROj~ REINFORCING • v, C 36" MRI MBEYOND SND SEXETNT TUI ¢ PLAN VIEW I — — — — — — — — — HOOR TOP &BOTTOM LAP SPLICE • LAP SPLICE SEE REINFORCEMENT FULL FOUND. OF PLAN FOR WALL HEIGHT@STEP 48 BAR DIAbINTERS 48 BAR DIAMETERS BEP LOCA IONAWAL(BOW) ELEVATION ON AND L — — — — — ELEVATION • _ CONIC. PIER W/SIZE, — a^ REINF. AND LOCATION CONT. WALL FORM WALL PER FOUNDATION PLAN VOID PER FOUNDATION INTERSECTION PLAN REINFORCING • 1 TYP FOUNDATION WALL STEP TYPICAL CORNER REINF. 4 1/2" – F-0" 1 3/4" –1'-0" CONIC. FNDN. WALL EXTEND PIER REIINF. 2x STUDS @ 16" O.C. W/ W/ SME AND RHINP.� AT LEAST 36" INTO PLYWOOD SHEATHING V2"EXPANSION PER PLAN WALLS PER PLAN JOINT MATERIAL CONC.PHRW/S1ZB,� � REBJF. AND LOCATION 4"VOID FORM PER SOILS ENGINEER EI. IO"DIACAISSON W/(3)#5 VERTS.xFULL HEIGHT, ENGINEER SOILS `IO" DIACAISSON w/ (3 °.W TI ��IUOOOU000�1��1�� II III —I r � � LL I • • I �., I I I I #5 VERTICALS 8" CONIC STEM WALL Ir-fi-fig @ 24" O.C. IIS -r- I #5 @ MID OF WALL �1 THICKENED SLAB AT DOOR OPENING �1 RETAINING WALL DETAIL CONT.2x P.T. PLATE W/AB. PER PLAN FRAMINGPER PLAN �CONC. FND WALL #5 x 48" W/ 24" HOOKS INTO FOUNDATION WALL. MATCH ADJACENT FUN WALL HORJZONT BAR SPACING. SLAB PER PLAN 70 Q IN PER SOILS ENGINEER COUNTERFORT DETAIL POST PER CONTRACTOR TO PROVIDE PLAN WATERPROOFING BETWEEN SLAB AND STRUCTURE POST BASE SLAB PER PERPLAN PLAN 45 VERTICALS @ 24" O.C. I, 8" CONIC STEM WALL 8" #5 @ 36" O.C. '1, (2) 45's x CONT. TOP WALL PER PLAN ✓� SEE FOUND. PLAN FOR —•— " TOP TF WALL(FOW). _ ELEVATION CATION AND WALL CORNEROj~ REINFORCING • v, C 36" MRI MBEYOND SND SEXETNT TUI ¢ PLAN VIEW I — — — — — — — — — HOOR TOP &BOTTOM LAP SPLICE • LAP SPLICE SEE REINFORCEMENT FULL FOUND. OF PLAN FOR WALL HEIGHT@STEP 48 BAR DIAbINTERS 48 BAR DIAMETERS BEP LOCA IONAWAL(BOW) ELEVATION ON AND L — — — — — ELEVATION • _ CONIC. PIER W/SIZE, — a^ REINF. AND LOCATION CONT. WALL FORM WALL PER FOUNDATION PLAN VOID PER FOUNDATION INTERSECTION PLAN REINFORCING • 1 TYP FOUNDATION WALL STEP TYPICAL CORNER REINF. 4 1/2" – F-0" 1 3/4" –1'-0" CONIC. FNDN. WALL EXTEND PIER REIINF. 2x STUDS @ 16" O.C. W/ W/ SME AND RHINP.� AT LEAST 36" INTO PLYWOOD SHEATHING V2"EXPANSION PER PLAN WALLS PER PLAN JOINT MATERIAL `CONC. PIER W/ SIZE, REINF. AND LOCATION PER FOUNDATION PLAN TYPICAL STEM WALL ELEVATION 3/4" =1'-0" (2)1" DIA x 6" LONG HEADED ANCHOR STUDS WELDED To BOTTOM EMBEDDED z"x8"x8" STL PLATE IQQCr011:4 19p0 CONC.PHRW/S1ZB,� � REBJF. AND LOCATION 4"VOID FORM PER SOILS ENGINEER EI. IO"DIACAISSON W/(3)#5 VERTS.xFULL HEIGHT, ENGINEER SOILS `IO" DIACAISSON w/ (3 °.W TI ��IUOOOU000�1��1�� II III —I HN VXTENT) I • • I `CONC. PIER W/ SIZE, REINF. AND LOCATION PER FOUNDATION PLAN TYPICAL STEM WALL ELEVATION 3/4" =1'-0" (2)1" DIA x 6" LONG HEADED ANCHOR STUDS WELDED To BOTTOM EMBEDDED z"x8"x8" STL PLATE IQQCr011:4 19p0 �2x STUDS @ 16" O.C. W/ PLYWOOD SHEATHING PER PLAN STEEL COLUMN PER PLAN III Ifni EXPANSION JOINT MATERIAL /16 #5 VERTICALS"�•"_—" " @ 24" O.C. CONC SLAB PER PLAN J F 8" CONC STEM WALL ^III #5 @ 36" 0.0 COMTOP 4" VOID FORM PERS C�LJ ON 4" VOID FORM PER/ LIFF: LJ SOILS ENGINEER 10" DIA CAISSON W/(3) #5 b SOILS ENGINEER 10" DW CAISSON W/(3) 95 CONIC. PIER W/SIZE, III VERTS. x FULL HEIGHT, REINT. AND LOCATION III VERTS. x FULL HEIGHT, EXTEND 24"MIN INTO PER FOUNDATION PLAN EXTEND 24" MEN INTO FOUND. WALL FOUND. WALL FRONT PORCH GRADE BEAM O INTERIOR ISOLATED PIER DETAIL GARAGE GRADE BEAM RETAINING 12 3/4"=PF0" 3/4'=PF0" CONTRACTOR TO PROVIDE WATERPROOFING BETWEEN SLAB AND STRUCTURE SLAB PER PLAN ' II @ 24" QO 8" CONIC STEM WALL 8" 05 @ 36" G.C. .II (2)#5's x CONT. TOP T WALL FRAMING BEYOND PER PLAN SLAB BY O48"11 TEM WALL BEYOND " CONC SLAB PER BASE PER PLAN#5 VER@ DP' OCKENED EDGE B AT ENTRANCEREINFORCING PER 5/SD.1 SLAB PER— FOUNDATION PLAN SAW CUT OR FORM 1"DEEP JOIN "I IN TOP OF SLAB AS LOCATED ON PINION. PLAN I� — — - -- _ �.�—,—I PLACE SLAB ON NATURAL UNDISTURBED SOB.ORON COMPACTED FILL PER SOILS ENGINEER TYP CONC SLAB DETAIL G 3/4" =1'-0" 2x STUDS @ 16" O.C. W/ SHEATHING PER PLAN CONT. 2x P.T. PLA W/ A.B. PER PLAN FRAMING PER PLAN (z) #s'R x coNT Tor 1� v 8" CONT FND WALL W/ #5 VERTS @ 16" O.C. ' $ #5 HORIZ @ IO" O.C. 1" +, 1/2" EXPANSION I (. IOINT MATERIAL P <( L (2) 45's x CONT BUT } SLAB PER PLAN 4" CONT. VOID . FORM � �)I, 4" VOID FORM PER CONC.PHRW/S1ZB,� � REBJF. AND LOCATION 4"VOID FORM PER SOILS ENGINEER a IO"DIACAISSON W/(3)#5 VERTS.xFULL HEIGHT, ENGINEER SOILS `IO" DIACAISSON w/ (3 °.W TI —L1. I I I— II III —I HN VXTENT) CONCSLABPERPLAN FOUND. WALL EXTEND DI I #5 VERTICALS 8" CONIC STEM WALL FOUND. WALL @ 24" O.C. 11 #5 @ MID OF WALL �1 THICKENED SLAB AT DOOR OPENING �1 RETAINING WALL DETAIL 8" Idl 1 J 1 V g / 3/4"=1'-0" (2)#Ysx CONTTOP 3/4" IF .7 3/4" IF Y -T4 .III . 1 AND BOTTOM 4" VOID FORM PER 10" DIA CAISSON W/ (3) #5 SOILS ENGINEERIII VERTS. x FULL HEIGHT, III EXTEND 36" INTO FOUND. 1 WALL GARAGE GRADE BEAM �2x STUDS @ 16" O.C. W/ PLYWOOD SHEATHING PER PLAN STEEL COLUMN PER PLAN III Ifni EXPANSION JOINT MATERIAL /16 #5 VERTICALS"�•"_—" " @ 24" O.C. CONC SLAB PER PLAN J F 8" CONC STEM WALL ^III #5 @ 36" 0.0 COMTOP 4" VOID FORM PERS C�LJ ON 4" VOID FORM PER/ LIFF: LJ SOILS ENGINEER 10" DIA CAISSON W/(3) #5 b SOILS ENGINEER 10" DW CAISSON W/(3) 95 CONIC. PIER W/SIZE, III VERTS. x FULL HEIGHT, REINT. AND LOCATION III VERTS. x FULL HEIGHT, EXTEND 24"MIN INTO PER FOUNDATION PLAN EXTEND 24" MEN INTO FOUND. WALL FOUND. WALL FRONT PORCH GRADE BEAM O INTERIOR ISOLATED PIER DETAIL GARAGE GRADE BEAM RETAINING 12 3/4"=PF0" 3/4'=PF0" CONTRACTOR TO PROVIDE WATERPROOFING BETWEEN SLAB AND STRUCTURE SLAB PER PLAN ' II @ 24" QO 8" CONIC STEM WALL 8" 05 @ 36" G.C. .II (2)#5's x CONT. TOP T WALL FRAMING BEYOND PER PLAN SLAB BY O48"11 TEM WALL BEYOND " CONC SLAB PER BASE PER PLAN#5 VER@ DP' OCKENED EDGE B AT ENTRANCEREINFORCING PER 5/SD.1 SLAB PER— FOUNDATION PLAN SAW CUT OR FORM 1"DEEP JOIN "I IN TOP OF SLAB AS LOCATED ON PINION. PLAN I� — — - -- _ �.�—,—I PLACE SLAB ON NATURAL UNDISTURBED SOB.ORON COMPACTED FILL PER SOILS ENGINEER TYP CONC SLAB DETAIL G 3/4" =1'-0" 2x STUDS @ 16" O.C. W/ SHEATHING PER PLAN CONT. 2x P.T. PLA W/ A.B. PER PLAN FRAMING PER PLAN (z) #s'R x coNT Tor 1� v 8" CONT FND WALL W/ #5 VERTS @ 16" O.C. ' $ #5 HORIZ @ IO" O.C. 1" +, 1/2" EXPANSION I (. IOINT MATERIAL P <( L (2) 45's x CONT BUT } SLAB PER PLAN 4" CONT. VOID . FORM � �)I, 4" VOID FORM PER CONC.PHRW/S1ZB,� � REBJF. AND LOCATION 4"VOID FORM PER SOILS ENGINEER IO"DIACAISSON W/(3)#5 VERTS.xFULL HEIGHT, ENGINEER SOILS `IO" DIACAISSON w/ (3 SOILS ENGINEER III 10" DIA CAISSON W/ (3) #5 PER FOUNDATION PLAN EXTEND 24" MM INTO #5 VERTS.SSON x PULL HN VXTENT) FOUND. WALL EXTEND DI 2FULML III INTOT, INTO FOUND. FOUND. WALL FRONT PORCH GRADE BEAM EXTERIOR ISOLATED PIER DETAIL �1 THICKENED SLAB AT DOOR OPENING �1 RETAINING WALL DETAIL 1 J 1 V g / 3/4"=1'-0" 3/4" IF 3/4" IF .7 3/4" IF Y -T4 CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: (303) 655-9118 FAX: ( 303) 655-9116 W W W.mnspammm PROJECT LOCATION: FREEDMAN RESIDENCE 5536 W. 27th Ave. Wheat Ridge, CO 80033 r COPYRIGHT @ 2020 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE MALE REPRODUCED OFCENSPA E,, LLC AND NO PART OF THIS INFORMATION MAY BE REPRODUCE IN NV RM WITHOUT THE WR17TEH ERMI SI NOF CEN LOC L 100 PROFESSIONAL SEAL: •,. DATE: DESCRIPTION: 12.02.21 SUBMITTAL JOB #: CO.8724.00 mommommi } DETAILS °w SDO1 WhedlRa d� OOF SHEATHING SHEATHING, PER 10d NAILS @ER DIAPHRAGM PLAN 2x L, FULL WIDTH SHEATHING BOTTOM PLATE BOTTOM PLATECHEDULE BOTTOM PLATE BLOCKING o� `any STEELPACK STEEL BEAM W/SOLID OF STEEL BEAM PER PLAN CONN PER PLAN PER 2ISD.2 0Ms DRAG STRUT PER WOOD 2x & PLY FILLER AS SHEATHING PLAN FASTEN2xNECESSARY. PROVIDE A MIN FRAMING PER PER PLAN FRAMING PER FULL HEIGH STEEL BEAM wI POWDER OFONESON FULL DEPTH PLAN PLAN BLOCKING MEMBER ON THE OUTSIDE FASTENERS THE TRUSSEQ M @12-D..STASTENERS @ 12" O.C. STAGGERED FACE FULL HEIGH 1}" LSL RIMFTOP 1}" LSL RIM FRAMING PER BOARD, TYPBOARD, TYP V PLAN FRAMING PER PLAN FRAMING PER PLAN 16d NABS@ PER PLAN 1/2"DIA 1'HItUBOLT HANGER PER PLAN EDGE NAILRUSSES SHEATHING STAGGERED @ 24" O.C. PER PLAN SHEARWAL TOP PLATE CONN FILLER MAST BE TIGHT SCHEDULE PERPLAN STEEL BEAM PER PL AGAINST THE TOP OF TOP PLATE LIP PER PLAN NOTES OR THE BOTTOM FLANGE SHEATHING AN CONN PER PLAN TOPPLATECCEIC TE�BERLOK" PER PLAN ATTACHMErl�SHEARWALLPER SHEAR WALHEATHING PERPLAN SCHEDULEHEARWALL SCHEDULE FLOORFROUING FLOOR FRAMING PERPENDICULAR TO WALL PARALLEL TO WALL DRAG TRUSS CONNECTION STEEL BEAM DETAIL ��� EXTERIOR WALL FRAMING DETAIL %11 TRUSSaAFTER BLOCKING DETAIL gPACKED 1G I/2"-1'-0" •* 1 1•=1'-0" 1"=Um-0 V=1•-0" PROVIDE ONE FULL -HEIGHT HONG) STUD AT EACH SIDE NAI,INGPER PLAN VENTH,ALIGN PER ARCH OF WALL OPENINGS, UNLESS OTHERWISE NOTED, SEE PLAN 6 }.. RAFTERSFR INTERUPTED STUD ANUSS PER PLSHEATHING PER PLAN SHEARWALLPER - L S- PLAN STEEL REAM STEEL BEAM PERPLAN PREPLAN V BOTTOM PLATE 9, HDR PER PLAN CONN PER PLAN F. OBU3"x3" j"x7" STEELBEAM #"CLR MAX SHIM AS REQUIRED _ 1/4 STEEL ANGLE PER PLAN FOR FULL BEARING b 2 DRAG STRUT PER p p PLAN y ATs w ROUGH P. OPENING DOUBLE TOP PLATE FRAMING PER PLAN FULL HEIGHT BLOCKING, MUST BE FULL HEIGHT STUDS PERPLAN PROVIDE ONE BEARING (TRIM) STUD MINIMM AT HEADER BEARING, UNLESS OTHERWISE NOTED, SEE PLAN DRAG STRUT CONNECTION DETAIL STEEL BEAM CONNECTION TYPICAL HEADER DETAIL TRUSS/RAFTER BLOCKING DETAIL 13 9 J �, 1"-1'A" 1"-Umv 3/4"=1•-0" 1"-P.0" ROOFSHEATHING 2x6 OUTLOOKERS HFID NARS STEEL BEAM 1" WEB STBPENER TI C 24•'O.C. PER PLAN HEATHING AND EA SIDE WEB. 2x STUDS @ 16" D.C. W/ NAILING PER PLAN SHEATHING PER PLAN A — SHEATHING PER PLAN ws6 PULL HEIGHT STEEL Bi 45°�» PERPLAN SECTION A -A: BLOCKINGBTWON A Es,M OunlooOST BE FULL HEIGHT BE FULL T 2x4 DUG. BRACES AT &l()" BIC 2x SOLIDSQUASH A FRAMING PER PI SIMPSON A34 BLOCKS OREQUIV. 2x4STRONGBACK- NAIL TO LEDGE W/ 2x4 LEDGER W/(2}101 I6d NAILS AT 12" O/C SECTION: NAQSATEACH STUD - FF�GPERPLAN REFER TO GABLE END DRAG STRUT A EXT.SHEATHING LOCATIONUSS �WING FORPREFAB PER PLAN STIFFENER TRUSSES E'WEB EA SIDE OF WEB. PERPLAN 3/16 � GABLE END TRU55TDWINDCONNECTION CONNECTIONPERGPER PLAN SHEARWAL PROVIDE 2x SQAUSH SCHEDULE STEEL PINE BLOCKS, MATCH WIDTH OF COLUMN COLUMN PER ABOVE 2X47RATTACHED TO PLAN T.PT 12" O0 FUL/DOUBLE ELEVATION A -A: TOPD TO BOTTOM CHEND TRUSS DRAG STRUT CONNECTION DETAIL COLUMN CONNECTION DETAIL SQUASH BLOCKING DETAIL GABLE END TRUSS DETAIL 3 14 1� 3/4"=1'-0" 3/4"=1'-0" 1"=1'-0" I 116" WEB STIFFENER TEEL BEAM PER PLAN EA SIDE OF WEB. FASTEN 2x PL4PL�� STEEL BEAM ACTUATED F @ 12" O.C. ST SECTION A -A: 'WEB STIFFENER SHEATHING PER PLAN STEEL BEAM EA SIDE OF WEB@ RAFTER RIDGE SUPPORTINGPOST STEEL PIPECOLUMN PER 2x4 OVERFRAMINGNALLEY PLAN RAFTER @ 24" O.C. W/ BEVELED END NAILED TO SLEEPER BOARD WEB STIFFENER E SIDETI WEB 3/162x4 VERTICL SUPPORTS@A"QC. .A ALIGN DIRECTLY ON TOP OF RAFTER'FRUSSES. (2)}"DIA THR811x3"x7i"KNIFE PLATE 2x FLAT SLEEPER BOARD NAILED TO EACH TIMBER POST PERPENDICULAR FRAMING MEMBER OVER SHEATHING W/(2) IM NAILS STEEL BEAM— EAMPERPLAN PER PLAN A FRAMING PER PLAN BEAM CONNECTION DETAIL COLUMN CONNECTION DETAIL TYPICAL OVERFRAMING DETAIL 7 CENSPACE, LLC STRUCTURAL ENGINEERING P.O. BOX 33573 NORTHGLENN, CO 80233 PHONE: (303) 655-9118 FAX: ( 303) 655-9116 www.censpacemm PROJECT LOCATION: FREEDMAN RESIDENCE 5536 W. 27th Ave. Wheat Ridge, CO 80033 COPYRIGHT @ 2020 CENSPACE, LLC: ALL RIGHTS RESERVED. THE INFORMATION DEPICTED ON THIS SHEET IS THE SOLE PROPERTY OF CENSPACE LLC AND NO PART OF THIS INFORMATION MAYBE REPRODUCED EPRO I OCED IN ANY FORM WITHOUT THE W R17TEN PERMISSION OF CENSP PROFESSIONAL SEAL: *44 DATE: DESCRIPTION: 12.02.21 SUBMITTAL mommommoo JOB #: CO.8724.00 DETAILS wool From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Frohn Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Tuesday, December 28, 20216:07:44 PM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for No electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 5536 W 27th Ave. Property Owner Name chard Fredman Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 434-989-6705 CONTRACTOR INFORMATION Contractor Business Rayo Electric, Inc. Name Contractor's License 021696 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-732-0990 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email alex@rayoelectricinc.com Address Retype Contractor alex@rayoelectricinc.com Email Address DESCRIPTION OF WORK Scope of Work 100 -amp Temporary pole Location of work House (garage, house, etc) Provide additional n/a details, if needed. Project Value (contract 1500 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. 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. Person Applying for Alejandro Guerrero Permit Email not displaying correctly? View it in your browser. From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Tuesday, December 7, 20212:55:47 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5536 W 27th Ave Property Owner Name 5530 Project LLC Property Owner Phone 434-989-6705 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email chad.freedman@gmail.com Address Attach City of Wheat Wheat Ridae Electronic Payment Form Sianed (1).odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Rog & Wilco Construction (Josh Schaffer) What is your role in the General Contractor project? Wheat Ridge 210264 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 7192378732 (enter WITH dashes, eg 303-123-4567) Contact Email Address josh@rogandwiIco.com for Plan Review Comments Retype Contact Email josh@rogandwiIco.com Address DESCRIPTION OF WORK Detailed Scope of New single family home with two car attached garage Work - Example: New single family home with 2 car attached garage Square Footage of 5096 New Construction Upload Proof of ProofofSubmission (2) ndf Submission to Water Department Upload Proof of Submission to Sanitation Department ProofofSubmission (2) 1.odf Upload Soils Report 21-370 soil.odf Engineering Letters and Other Letter Size Attachments Energy Calcs D.Af Construction Plans 5536 W 27th Construction Plans ndf scanned on 11'x17" or larger Project Value (contract 800,000 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 Valuation Okay 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 Josh Schaffer 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. Curb, gutter, and sidewalk must be constructed in accordance with CDOT M-609-1 standards (Type 2 (Section IIB) with 5' sidewalk) with this project, or fees in the amount of $3,878.77 in lieu of constructed shall be provided at time of Permit issuance. Build curb, gutter, sidewalk per City of Wheat Ridge Cross -Section L2P: 2 -Lane Local with Parking with back of walk at 2' of ROW line. If curb, gutter and sidewalk is constructed now, a bond breaker will be required between the residential sidewalk and city sidewalk