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Home My WebLink AboutPitkin.EH.264334300008 (2019)Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2643-343-00-008 OWTS Use Permit #: 0045.2019.POWU Date Issued: 7/29/2019 Issued By: Bryan Daugherty Expiration Date: 7/29/2020 Owner(s): Jason Phillips Property Address: 7949 Hwy 133 Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 7/12/19 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit 2 Compartment plastic tank 1000 gallons Secondary Treatment Unit Absorption Area Gravelless Chamber trenches 430 ft2 Other System Components OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re -evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 0014.2013.POWT Date of Issuance: 5/16/13 Date of Final Approval: 5/29/13 # of Bedrooms or fixtures served by OWTS: This system is designed to serve 3 bedrooms Operational Status: According to the inspector’s observations on site, the system appeared to be functioning as designed. The tank was in watertight condition with tees and baffle in place. Effluent filter was in place and was cleaned as part of the inspection. The field area did not show signs of failure. Inspector Recommendations: Inspector recommends cleaning effluent filter annually, pumping the septic tank every three years or as needed, add risers to bring manhole lids to grade for access. Department Recommendations: Continue maintenance as needed. Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. 7/23/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/1?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1639497119645678303&simpl=msg-f%3A16394971196…1/2 Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application noreply@civicplus.com <noreply@civicplus.com>Fri, Jul 19, 2019 at 8:24 AM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 246334300008 Physical Address 7949 Hwy 133 Residences 1 No. of Bedrooms 3 Square Footage of each Residence 2000 Purpose of Use Permit Remodel/Addition Lot Field not completed. Block Field not completed. Filing Field not completed. Subdivision Field not completed. (Section Break) Primary Contact Information Primary Contact First Name Jason Primary Contact Last Name Phillips Primary Contact Email Address Aspenjp@yahoo.com Primary Contact Address 7949 Hwy 133 Primary Contact Phone Number 9702742047 Primary Contact City Carbondale Primary Contact State Colorado Primary Contact Zip 81623 7/23/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/1?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1639497119645678303&simpl=msg-f%3A16394971196…2/2 (Section Break) Owner Information Primary Contact is Owner?Yes Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment Aspenjp@yahoo.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? Yes (Section Break) Uploads Pitkin County Inspection Form 7949 Hwy 133 Inspection FormOWTS 2019.pdf Site Plan 2018-rev.pdf Floor Plans JPGarageColor-2018-7-30-18.pdf Additional Reports, etc.Field not completed. Comments or additional information: Detached, unheated 3 car garage. Not building mudroom yet. PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. Email not displaying correctly? View it in your browser. Owner's Name: Address: Parcel Number: Inspection Date: Pitkin County Systems Inspector License Number: QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied?YES NO If NO, how long has the home been vacant? How many bedrooms are in the home? RECORDS: Were system records available from Pitkin County?YES NO If YES:Permit number: ___________ Date of Final Approval: _________ # of bedrooms permitted: ___________ Was an as-built drawing available?YES NO Is the as-built drawing accurate? YES NO If NO: SITE CONDITIONS: Proper grading, no evidence of erosion?PASS FAIL Improper vegetative cover?NO YES Evidence of compaction such as heavy machinery or livestock?NO YES Improper discharges such as straight pipes?PASS FAIL Evidence of high ground water?NO YES Snow cover present?NO YES Any question marked FAIL will require correction before an OWTS Use permit is issued. If secondary treatment is used, who is the maintenance provider? Complete a drawing of the system on last page of this form as accurately as possible. Email: Inspector's Name: Business Name: A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form Inspection form for continued use of an existing OWTS Website: Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Phone Number Page 1 TANK: Tank capacity gallons gallons gallons Tank material # of compartments Date of last pumping Lids/risers in good condition Risers to grade Riser height Riser condition/watertightness Inlet sanitary T/baffle Outlet sanitary T/baffle Effluent filter (if part of design) Condition of tank material Tank was pumped for inspection If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment)inches inches inches Sludge level (1st compartment)inches inches inches Scum level (2nd compartment)inches inches inches Sludge level (2nd compartment)inches inches inches Backflow (if pumped) Midtank baffle Watertightness PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present?YES NO If YES, is the pump/dosing siphon functioning properly?PASS FAIL Does the pump/wiring/dosing siphon appear to be in good condition?PASS FAIL Is the high water alarm working, both visible and audible?PASS FAIL SECONDARY TREATMENT: Is a secondary treatment unit present?YES NO UNKNOWN If YES, does the unit appear to be in good working condition?YES NO Does the owner have a current maintenance contract for the unit?YES NO UNKNOWN Maintenance Provider:_______________________________________Phone:________________________ ABSORBTION AREA: Effluent surfacing?PASS FAIL Evidence of past surfacing?NO YES Surface dampness?NO YES Excessive odors?NO YES Field location verified by observation ports or probing:Ports Probing Liquid in observation port?NO YES If YES, record depth:inches Distribution Box or ADV part of original design?YES NO UNKNOWN If YES, is it accessible from grade?YES NO Is it level and in good condition?PASS FAIL If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. Tank 1 Tank 2 Tank 3 Page 2 Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the continued use of the system: Were any repairs done as a result of this inspection?NO YES If YES, please describe the repairs. Licensed Systems Inspector Signature: Additional Notes: To the best of my knowledge and training, the information collected in this inspection is accurate as of __________________, 20____. Clearly label any pictures and attach them to this form. Page 3 CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com July 18, 2019 Jason Phillips aspenjp@yahoo.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 7949 Hwy 133 Pitkin County, Colorado Jason, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 7949 Hwy 133, Carbondale, Colorado on July 12, 2019. The legal description of the 7.494- acre property is Lot 1, Phillips Lot Line Adjustment. The permit and record drawing were provided by Pitkin County Environmental Health Department (Parcel ID #2463-343-00-008). The subject OWTS consists of one 1000-gallon, two-compartment poly Norwesco® septic tank. Effluent gravity flows to a distribution box and then to four gravelless chamber trenches, each with 11 ‘Quick 4’ Infiltrator® chambers for a total of 44 chambers and 528 square feet of infiltrative area. Onsite Wastewater Treatment System Permit 0014.2013.POWT documents this system. The system was sized to accommodate 3 bedrooms. The permit received final approval on May 29, 2013. The septic tank is located approximately 50-feet of the residence. This septic tank was installed without a permit prior to the upgrade of the OWTS in 2013 but was inspected and approved as part of the new system. The sewer line from the house to the septic tank was also replaced at the time of the 2013 upgrade. A clean out is located on the northeast side of the residence. The manhole lids on the septic tank are located below grade. W e recommend installing approximately 6- inches of risers on the manhole lids. The type of screws used on the tank lids were filled with dirt, making removal of the lids difficult. Extending the lids to grade will alleviate this issue, or the screws can be replaced with those that will not become packed with dirt. Both inlet and outlet tees were present. An effluent filter is present on the outlet tee. This filter must be cleaned annually, or as needed. We were unable to clean the filter at the time of our inspection because of an inability to completely remove the outlet side lid. The septic tank did not need to be pumped at the time of the inspection. The septic tank should be pumped when solids reach 30% of the capacity of the septic tank. We recommend pumping approximately every 3 years for current use of the system. Effluent from the septic tank gravity flows to a distribution box, which was accessible from grade. The distribution box appeared to be level and disturbing to trenches equally. Inspection ports were present at the end of each trench. All ports were dry. W e walked the approximate soil treatment area (STA) and found no evidence of surface saturation or evidence of failure at the time of our inspection. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Clean effluent filter annually, or as needed. • Pump septic tank every 3 years, or as needed. • Add risers to manhole lids to bring lids to grade for better access. • Remove existing screws on manhole lids and replace with those that will not be packed with dirt. A completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications must be submitted to Pitkin County Environmental Health Department electronically. The following is the link to the required OWTS Use Permit Application: https://pitkincounty.com/FormCenter/Environmental-Health-18/Property-SaleRemodel-Use-Permit-Applicat- 70 Within the application, you must attach the Inspection Form where “Pitkin County Inspection Form” is requested, the OWTS Inspection Packet where “Site Plan” is requested, and Floor Plans where “Floor Plans” are requested. Floor plans may be hand drawn and must represent number of bedrooms or potential bedrooms in the residence. All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 View of clean out near house clean out in front of septic tank / lids below grade View of STA distribution box Inspection ports View of STA, arrow points to septic tank Inlet tee outlet tee with effluent filter 7949 Hw y 133 Legend 7949 CO -133 100 ft N ➤➤ N May 27, 2013 Project No. C1032 Arelette Lawyer 7949 Hwy 133 Carbondale, CO 81623 Installation Observations 7949 Hwy 133 Pitkin County, Colorado OWTS Construction Permit Number 0014.2013.powt Arlette, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on May 18 and May 21, 2013 for the subject property. Dorais Excavating installed the system. The installation included an existing 1000-gallon, two-compartment poly Norwesco® septic tank. This septic tank was installed several years ago to replace a collapsed metal tank. The installation was not permitted through Pitkin County and the installation was not observed. The tank appeared to be in good condition. We were unable to contact the installer. Inlet and outlet tees were present. An effluent filter was added to the outlet tee as part of this design. The existing cast iron pipe from the house to the tank was replaced and a clean-out installed near the house. The installation and backfill of this pipe had occurred prior to our observation. The existing “drywell” was pumped and abandoned by backfilling. A distribution box, accessible from grade, was installed. Pipes appeared to be well bedded with sufficient grade. The tank was filled with water to assure equal distribution to the trenches. Four trenches were installed, each with 11 ‘Quick 4’ chambers. There are greater than 6-feet of undisturbed soil between each trench. The middle of three of the trenches were backfilled The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, P.E. Old System (abandoned/removed) Fenced drywell area Old cast iron pipe Cast iron pipe removed Excavated pit Fenced area of drywell Surfacing effluent prior to containment Existing Septic Tank Inlet and outlet tees of tank prior to pumping / liquid at normal levels Baffle wall Inlet tee Outlet tee with effluent filter Distribution Box Notice concrete and good bedding for stability – inlet pipe angled to bottom of box Distribution box to grade Greater than 1% grade from tank to dbox Distribution box and piping View of pipe from house to tank and tank View of clean-out, tank, and new PVC pipe from house to tank Clean-out Good pipe bedding to trenches Trenches Trench installation cn p C � m T � � = o T Z CD N �a O O N C7 • = O_ X =or N 0 = D o co 00 O CO (D o o m O Q' N cn CON �� 4 �' \ O O� W ' W (7 O O \ N \ a O O � O---------------- ---------------- Cl)\ N\ O� Q I I om -r r 1 M W \ m � 1a0 mm A �\ 00 m U) m 0 0 0 O CD n v � �G n z � CD o 3 _ �J D \ o cn v Q n C) CD p : w °0° 0 N (p N z m O � m < cn C/) Cl) m W� O i z 1_ co z z Ox m r � z O O m O cn m U) m zm Ox mz cn G) t J 1 O C) �n�fJ r0 a = D D m m D 2 po X zcn 0mK cnz O Z7 0° m 0 pz �_ v v, CD z0 OmcnD n CO o� m `� ��m W W CD O O O ;u ;o z 0n nmm p G, =nz �_ _ 0o -:,m m cn CD m D O O Z 0 71111- dr MEH/NR ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0014.2013.POWT Parcel ID #: 2643-343-00-008 Permit Issued: NEW CDU ®REPAIR REMODEL/ADDITION TANK ONLY ®FIELD ONLY AMENDMENT Owner(s): John D and Arlette Laws Property Address: 7949 Hwy 133 Legal Description: Size of Lot: 5.36 Size of Buildina: 2000 ft' Acres Sq. Ft. This system is designed for 3 bedrooms Designed By: All Service Septic Phone #: 970-618-5033 Fax #: 303-216-2796 Perc Rate: 1.1 LTAR Minimum Tank Capacity Detached Accessory Unit: Size of Accessory Unit: _ YES ®NO Sq. Ft. Project #: C1032 Dated: 5/14/13 Mailing Address: PO Box 2844 Glenwood Springs CO Email Address: Carla.Ostberg(@gmail.com Profile Hole Depth 844 qallons 8 ft Depth to Groundwater or Bedrock: 8 ft Minimum Absorption Area: 430 sq ft Permit Conditions: This permit is for a field to replace a failed system. The new system will consist of an existing 1000 gallon, 2 -compartment plastic Norwesco tank and new chamber trenches. An effluent filter will be installed in the outlet tee of the tank. This tank will then flow to a distribution box which will be level and accessible from grade. The D -box with then equally distribute effluent to 4 gravelless chamber trenches, each consisting of 11 chambers per trench. Trenches must be level, have a minimum of 6' of undisturbed soil between each, and an observation port at the end of each trench must be installed. This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to thisDepartmentwithin30daysofthefinalinspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satlstactory. rermisslon Is nereuy given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Date: 5/16/13 Expires: 5/16/14 Installer: License #: — Reactivation Authorized by: y 1 Final Approval Issued y; pp Date: New Expiration Date: _ P s p Fee Pad 832‐R‐13‐002 2�n NOTICE; ACCORDING TO LEGAL ACTION BASED I WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT, MAY AN ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. SITE PLAN SECTION 34, TOWNSHIP 8 SOUTH, RANGE 88 WEST COUNTY OF PITHIN, STATE OF COLORADO 7949 HIGHWAY 133, CARBONDALE, CO o YEARS l i i 30 0 15 30 1 inch = 30 ft. PROPERTY DESCRIPTION: Section: 34 Township: 8 Range: 88 THAT PART OF THE SW 1 /4 OF THE SW 1 /4 OF SECTION 34, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE 6TH PM DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF SAID SW 1 /4 OF THE SW 1 /4 FROM WHENCE AN IRON POST WITH A BRASS CAP PROPERLY MARKED FOR THE SE CORNER OF SAID SW 1 /4 OF THE SW 1 /44 BEARS S 00°09'25" W 714.25 FT; THENCE N 80°20'35" W 589.81 FT, +/- TO THE CENTER OF THE SWEET-JESSUP DITCH; THENCE ALONG THE CENTER OF SAID DITCH AS FOLLOWS: N 22°39'03" E 47.15 FT, THENCE N 22000'58" W 43.61 FT, THENCE N 09°33'02" W 156.04 FT, THENCE N 52°53'39" E 11.17 FT, THENCE N 89°05' 10" E 35.73 FT, THENCE S 67°46'22" E 95.98 FT, THENCE N 77046'32" E 40.43 FT, THENCE N 33°46' 14" E 138.16 FT, THENCE N 54°44' 12" E 217.5 FT, AND THENCE S 76°35'32" E 184.51 FT, +/-, TO THE EASTERLY LINE OF SAID SW 1 /4 OF THE SW 1 /4; THENCE LEAVING THE CENTER OF SAID DITCH, S 00009'25" W ALONG SAID EASTERLY LINE 514.03 FT, +/-, TO THE POINT OF BEGINNING. COUNTY OF PITKIN, STATE OF COLORADO NOTES 1.) THE DATE OF THE FIELD SURVEY WAS JUNE 1, 2018. 2.) ALL ELEVATIONS ARE BASED ON AN ASSUMED ELEVATION OF 6398.46 FEET ON THE SOUTHEAST BOUNDARY CORNER OF SUBJECT PARCEL. 3.) THE CONTOUR INTERVAL IS ONE FOOT. 4.) THIS DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM OR SURVEYOR. 5.) THE LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. SURVEYOR'S CERTIFICATE I, SCOTT R. BLACKARD, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME AND UNDER MY SUPERVISION AND THAT BOTH THE SURVEY AND PLAT ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. �p.P��.t►c� SCOTT R. BLACKARD L.S. 38342 8/7/18 email: sblackard11@gmail.com �'�, :� •; �0 � S URk'4, - C' 2-1 127 E. TH TREET RIFLE �0. 81650 970=6�5-3711 U SITE PLAN DATE SECTION 34, TOWNSHIP 8 SOUTH, RANGE 88 WEST COUNTY OF PITKIN, STATE OF COLORADO 7949 HIGHWAY 133, CARBONDALE, CO TI T L E SHEET CA D D r a f t i n g , D e s i g n , P l a n n i n g , C o n s t r u c t i o n M a n a g e me n t CA D F I S H L L C 80 S a g e w o o d C o u r t , B a s a l t , C o l o r a d o 8 1 6 2 1 Ph o n e ( 9 7 0 ) 6 1 8 -02 3 0 IS S U E D A T E S De s i g n e d B y : Ch e c k e d B y : 3D A101 Ja s o n & N o m i P h i l l i p s G a r a g e 79 4 9 H w y 1 3 3 Ca r b o n d a l e C O 8 1 6 2 3 7/ 3 0 / 1 8 BL S JP Pr e l i m i n a r y 1 3D 4 3 3D 2 4 3D 1 2 3D 3 FD 31' - 0" 1' - 6" 22 ' - 0 " 1 2 AB Garage 1 2 1 A A A 2' - 0" 12 ' - 0 " 11 ' - 1 " Future Mudroom Connecting to to House 2 9' - 11" FLOOR DRAIN TO DAYLIGHT 5 6 WORK SINK Verify Location w Owner Prior to Installation (Radiant Heat in Slab) Mech. Platform for Boiler & / or HWH 18" Abv. FF. Verify Location w Owner Prior to Installation. 3 30 ' - 0 " 1' - 6" 5' - 1 1 7 / 8 " 10' - 0"16' - 0"1' - 6" 4 2' - 0" -Typical Wall Construction -Exterior Finish Material - Stucco (Per manufacturer Specs) , Stone, Rusted Metal Siding, or Wood Siding, See Elevations. Verify with owner prior to installation. -Weatheresitive barrier -1/2" OSB or Plywood (Add Rigid Foam and Mesh Under Stucco per Manufacturer Specs) -2x6 Wood Studs at 16" or 24" O.C. Per Owner -R-21 Fiberglass batt Insulation -Approved Vapor Barrier (Verify Type W Owner) -1/2" or 5/8" Drywall Per Owner (5/8" Type X on Interior Garage Side of Garage Walls Common to Dwelling Flashing 8" 3000 PSI Concrete FDN Wall See FDN Plan for Reinforcement 10" x 18" 3000 PSI Concrete Footing w 2 -#5 Continuous U.N.O. Per FDN Plan Foundation Drain Per Owner Bottom Chord of Truss Designed for Storage -Metal Roof or Asphalt Shingles Per Owner. Install per Manufacturer Specs. & Approved Listings See Elevations. -Manufactured Trusses or Framing per Framing Plans. Install per manufacturer specs and engineered truss plans -Ice & Weathershield at Eaves Extend Minimum 2 Feet Past Wall Line -15 # Felt or Approved Roof Underlayment Per Owner. Install per Table R905.1.1(2) For Low slope roofs and Manufacturer Specs -5/8" OSB or CDX Plywood -R-38 Fiberglass Batt or Blown Insulation Min. Verify Insulation details with Owner -Vapor barrier if required by code or recommended by insulation installer -5/8" Drywall Per Owner. Verify storage detail with owner prior to installing. R-11 Rigid Insulation 4" 3500 PSI, Min. Concrete Slab over 4" Screened Gravel Cont. Soffit and Ridge Vents 1/2" x 10" A.B. 48" 0.C. 2 Bolts Per Piece, Min, Within 12 " of Corners, Max. P.T. Fdn Sill Plate 1 2 AB 6" / 1'-0" 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1'-0" TI T L E SHEET CA D D r a f t i n g , D e s i g n , P l a n n i n g , C o n s t r u c t i o n M a n a g e me n t CA D F I S H L L C 80 S a g e w o o d C o u r t , B a s a l t , C o l o r a d o 8 1 6 2 1 Ph o n e ( 9 7 0 ) 6 1 8 -02 3 0 IS S U E D A T E S De s i g n e d B y : Ch e c k e d B y : Fl o o r P l a n A102 Ja s o n & N o m i P h i l l i p s G a r a g e 79 4 9 H w y 1 3 3 Ca r b o n d a l e C O 8 1 6 2 3 7/ 3 0 / 1 8 BL S JP Pr e l i m i n a r y 1/4" = 1'-0"1 Level 1 Door Schedule Mark Count Assembly Description Family Width Height Description Comments 1 1 8039_Tudor_Style_Garage_door_ 15392 16' - 0" 7' - 9" 2 1 8039_Tudor_Style_Garage_door_ 15392 10' - 0" 9' - 0" 3 1 Glazed Doors & Entrances Door-Exterior-Single-Entry-Half Flat Glass-Wood_Clad 3' - 0" 6' - 8" 4 1 Interior Doors with Frames Door-Interior-Single-2_Panel-Wood 3' - 0" 6' - 8" Solid core, metal or 20 minute 5 1 Glazed Doors & Entrances Door-Exterior-Double-Full Glass-Wood_Clad 6' - 0" 6' - 8" Not in this phase 6 1 Glazed Doors & Entrances Door-Exterior-Double-Full Glass-Wood_Clad 6' - 0" 6' - 8" Not in this phase Window Schedule Type Mark Count Family Width Height Description Comments A 1 Casement with Trim 3' - 0" 4' - 0" A 1 Casement with Trim 3' - 0" 4' - 0" A 1 Casement with Trim 3' - 0" 4' - 0" 1/2" = 1'-0"2 Typical Section 1/4" = 1'-0"3 Roof NOTE: Provide Safety glazing in doors, windows , and oher hazardous locatrions per Sec. 308.4 IRC Level 1 0' -0" T.O. Wall -Future Mudroom To House 9' -0" AB T.O. Wall -Garage 10' -0" Finished Grade Finished Grade Future Mudroom Connecting to House Corrugated Rusted Metal or Aspahalt Shingle, Roof.,Typ. U.N.O. Verify w owner prior to installation Stucco per Manu. Specs. Typ. U.N.O. Verify w owner prior to installation Stone Veneer, Typ. U.N.O.. Verify w owner prior to installation Level 1 0' -0" T.O. Wall -Future Mudroom To House 9' -0" A B T.O. Wall -Garage 10' -0" Finished GradeFinished Grade Future Mudroom Connecting to House Level 1 0' -0" T.O. Wall -Future Mudroom To House 9' -0" 1 2 T.O. Wall -Garage 10' -0" Finished Grade Finished Grade Level 1 0' -0" T.O. Wall -Future Mudroom To House 9' -0" 12 T.O. Wall -Garage 10' -0" Finished Grade Finished Grade TI T L E SHEET CA D D r a f t i n g , D e s i g n , P l a n n i n g , C o n s t r u c t i o n M a n a g e me n t CA D F I S H L L C 80 S a g e w o o d C o u r t , B a s a l t , C o l o r a d o 8 1 6 2 1 Ph o n e ( 9 7 0 ) 6 1 8 -02 3 0 IS S U E D A T E S De s i g n e d B y : Ch e c k e d B y : El e v a t i o n s A103 Ja s o n & N o m i P h i l l i p s G a r a g e 79 4 9 H w y 1 3 3 Ca r b o n d a l e C O 8 1 6 2 3 7/ 3 0 / 1 8 BL S JP Pr e l i m i n a r y 1/4" = 1'-0"1 South 1/4" = 1'-0"2 North 1/4" = 1'-0"3 East 1/4" = 1'-0"4 West 1 2 AB 8" Concrete FDN Wall w 2 = #5 Top & Bottom, w # 5@ 18" O.C. Hor. & Vert., Typ, U.N.O.. 10" x 18" concrete FTG w 2 -# 5 Cont., Typ, U.N.O. 4" 3500 PSI Concrete Slab -NOTES: -FLOOR DESIGN LOAD -40 PSF LIVE LOAD -WIND DESIGN LOAD -90 MPH EXPOSURE B -ROOF DESIGN LOAD -50 PSF ROOF SNOW LOAD, MIN. -SEISMIC DESIGN CATEGORY C -FOUNDATION DESIGN BASED ASSUMED SOILS DESIGN LOAD OF 1500 PSF MIN. FIELD VERIFICATION OF SOILS CONDITIONS TO BE PROVIDED BY SOILS ENGINEER AFTER EXCAVATION AS REQUIRED BY OWNER OR IF REQUIRED BY BUILDING DEPT. AND SUBMITTED FOR APPROVAL PRIOR TO POURING FOOTERS -STRUCTURAL CONCRETE: 3,000 PSI @ 28 DAYS -CONCRETE SLABS: 4" THICK, MIN., 3,500 PSI @ 28 DAYS -RETAINING WALLS : 3,500 PSI @ 28 DAYS -PROVIDE 36" MIN. FROST COVER PROTECTION FOR ALL NEW FOUNDATIONS -PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE 6" MINIMUM IN 10 FEET TO STREET & DRIVEWAYS AND SLABS SHALL BE SLOPED 2% MINIMUM AW AY FROM BUILDING PER IRC 2015 OR AS REQUIRED IN SOILS REPORT IF REQUIRED BY BUILDING DEPARTMENT -PROVIDE FOUNDATION DRAIN FOR ALL AREAS WHERE FLOOR LEVELS ARE BELOW GRADE AND AS REQUIRED BY OWNER Drop FDN Wall for Doors, Typ. 4" 3500 PSI Concrete Slab Garage Apron 1 2 AB -NOTES: -ALL HORIZONTAL STRUCTURAL LUMBER HF OR DFL #2 OR BETTER UNO -FLOOR DESIGN LOAD -40 PSF LIVE LOAD -WIND DESIGN LOAD -90 MPH EXPOSURE B -TRUSS/ROOF DESIGN LOAD -50 PSF LIVE SNOW LOAD, MIN. DESIGN BOTTOM CHORD GARAGE TRUSSES FOR STORAGE -ENGINEERED TRUSS DRAWINGS TO BE PROVIDED TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION -RAFTERS HF OR DFL # 2, U.N.O. -WALL FRAMING -HF OR DFL STUD GRADE OR BETTER EXTERIOR -2 x 6 @ 16" OR 24" O.C.VERIFY W OWNER INTERIOR -2 x 4 @ 16" O.C. PLUMBING - 2 x 6 @ 16" O.C. SEE PLAN -HEADERS: 2 -7 1/2 ML, TYP. UNO. . -ALL 2 MEMBER HEADERS INSULATED TYP. U.NO. -INTERIOR HEADERS, 2 -2 X 6, U.N.O.INTERIOR NON BEARING -BEARING FOR HEADERS, U.N.O. - LESS THAN 5' -1 KING, 1 TRIMMER 5' -7' -1 KING, 2 TRIMMER GREATER THAN 7' -2 KING, 2 TRIMMER -DECK & ROOF LEDGERS FASTENED W/ 2 -1/2" X 5" LAG BOLTS @ 24"O.C. MIN. EA. STUD., OR OTHER APPROVED FASTENERS. VERIFY W/ OWNER & BUILDING INSPECTOR PRIOR TO INSTALLATION -INSTALL APPROVED JOIST HANGERS AT ALL FLUSH JOIST/LEDGER/BEAM CONNECTIONS. TYP. -ALL BEAMS TO BE SUPPORTED BY EQUIVALENT THICKNESS COLUMNS FROM BOTTOM OF BEAM TO TOP OF FOUNDATION -WRAP ALL EXTERIOR GANG BEAMS W/ R.S. CEDAR TRIM OR STUCCO. VERIFY W OWNER. MA N U . F A C T U R E D T R U S S E S @ 2 4 " O . C . MANU.FACTURED TRUSSES @ 24" O.C. 2 -9 1/2" ML 3 -9 1/2 " ML NOTE: Design bottom chord garage trusses for storage Flashing 8" 3000 PSI Concrete FDN Wall See FDN Plan for Reinforcement 10" x 18" 3000 PSI Concrete Footing w 2 -#5 Continuous U.N.O. Per FDN Plan Foundation Drain Per Owner R-11 Rigid Insulation -4" 3500 PSI Concrete Slab over 4" Screened Gravel 1/2" x 10" A.B. 48" 0.C. 2 Bolts Per Piece, Min, Within 12 " of Corners, Max. P.T. Fdn Sill Plate TI T L E SHEET CA D D r a f t i n g , D e s i g n , P l a n n i n g , C o n s t r u c t i o n M a n a g e me n t CA D F I S H L L C 80 S a g e w o o d C o u r t , B a s a l t , C o l o r a d o 8 1 6 2 1 Ph o n e ( 9 7 0 ) 6 1 8 -02 3 0 IS S U E D A T E S De s i g n e d B y : Ch e c k e d B y : St r u c t u r a l S1 Ja s o n & N o m i P h i l l i p s G a r a g e 79 4 9 H w y 1 3 3 Ca r b o n d a l e C O 8 1 6 2 3 7/ 3 0 / 1 8 BL S JP Pr e l i m i n a r y 1/4" = 1'-0"1 Foundation 1/4" = 1'-0"2 Roof Rraming 1/2" = 1'-0"3 Foundation Section