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HomeMy WebLinkAboutPitkin.EH.246513100013 (2020)STREET ADDRESS: OWNER: COMMENTS: CONTRACTOR: COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS REQUESTED BY 7 AM WILL BE DONE THAT DAY; REQUESTS AFTER 7 AM WILL BE DONE THE NEXT DAY. ALLOW THE WHOLE DAY FOR INSPECTION TO BE MADE. INSPECTION LINE: (970) 920-5532 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN ONE YEAR, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. THIS CARD MUST BE POSTED SO IT IS PLAINLY VISIBLE FROM THE STREET. FAILURE OF PERMITTEE TO CALL FOR INSPECTION AS PROVIDED BY ORDINANCES MAY RESULT IN PENALTY. BASALT CO 81621 USE CLASSIFICATION: DATE ISSUED:1/7/2020 OCCUPANCY GROUP: USE ZONE: PUMPHOUSE TYPE OF CONSTRUCTION: OCCUPANT LOAD: 100 SOPRIS CREEK RD PITKIN COUNTY OPEN SPACE PERMIT # 0112.2019.PBLD CLEARY BUILDING CORP AGRIC U 3 VB AR10 PITKIN COUNTY PITKIN COUNTY (970) 920-5526 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com October 26, 2019 Project No. C1476 Paul Holsinger Paul.holsinger@pitkincounty.com Subsurface Investigation and Onsite Wastewater Treatment System Design Barn 100 Sopris Creek Road Pitkin County, Colorado Paul, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The 57.89-acre property is located outside of Basalt where OWTSs and wells are necessary. The legal description of the property is Lot 2, Thomas Emma Exemption. Parcel ID: 2465-131-00-013 SITE CONDITIONS The property is currently developed undeveloped with the exception a driveway, well, and a non- permanent hoop tent used shelter for growing vegetables. A Barn with a toilet, sink, and shower is proposed. A sink used for washing vegetables will also be installed; however, this sink will not be plumbed into the OWTS. Six seasonal employees, each working 8-hour shirts, will use the facilities. The Barn will be served potable water from a private well drilled to the east of the proposed Barn. The well is located greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed soil treatment area (STA). Two ditches run through the property. The Home Supply Ditch and a smaller ditch lateral. Both ditches will be at least 50-feet from the proposed septic tank and STA. The proposed STA will be located off the southwest corner of the proposed Barn, on the east side of the existing driveway. The proposed STA relatively flat and covered with native grasses. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on October 7, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg1 at the time of excavation. 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in Test Pit #1 consisted of medium topsoil loamy sand to a maximum depth explored of 7.5-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with materials encountered in Test Pit #1. Test Pit #2 was explored to a maximum depth explored of 7.5-feet. No bedrock or groundwater was encountered. A sample was taken from Test Pit #1 from approximately 3-feet below grade. Soil structure grade was loose to moderate. The soil formed a ball but did not form a ribbon. Soil structure shape was single- grain and consistence was loose. Soil texture was very gritty. Soils are classified as Soil Type 1, Loamy Sand. A long-term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation. View of proposed STA Backfill Test Pit #1 Page 3 Sieved sample sidewall Digging Test Pit #2 Page 4 Sidewall Test Pit #2 DESIGN SPECIFICATIONS Design Calculations: Toilet, Sink, and Shower in Barn, 6 seasonal (8-hour) employees 6 employees x 15 GPD = 90 GPD Estimated Wastewater Flow = 200 GPD Tank = Min. 1000 gallons STA = 200 GPD / 0.8 gal/SF = 250 SF 250 GPD x 1.2 (gravity, bed) x 0.7 (chambers) = 210 SF For the purposes of this OWTS design, Benchmark Elevation as the sewer line exiting the Barn has been established as 100’. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Min. 99’ Infiltrative Surface Min. 98’ The OWTS design is based on an estimated design flow of 200 GPD is being used. We recommend tracking water use in the Barn; specifically, flow that will enter the OWTS. Ideally, a water meter could be placed on a water line serving ONLY the sink, toilet, and shower. The new 4-inch SDR-35 sewer line exiting the Barn must have a double-sweep clean out and a minimum 2% grade to the septic tank. The system installation must include a 1000-gallon, two-compartment concrete septic tank with an effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to gravelless chamber bed consisting of 2 rows of 9 ‘Quick 4’ Infiltrator® chambers for a total of 18 chambers and 216 square feet of infiltrative area. The rows will be connected with a 4-inch diameter, SDR-35 level manifold. Inspection ports must be installed at each corner of the bed. Ports may be cut to grade and placed in sprinkler boxes for access. Fill over chamber must be 3- inch minus and be able to support vegetative growth. Page 5 The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. PERMIT APPLICATION INSTRUCTIONS The application must be submitted electronically. Link to the Wastewater Treatment page: https://pitkincounty.com/248/Wastewater-Treatment Click “Septic (OWTS) Construction/Repair Permit Application” More information can be obtained from Pitkin County Environmental Health Department 970-920-5438 or 970-920-5076. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during Page 6 construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The property owner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in the OWTS. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS ' r n p �k Z D x�Om2 --IC)mKtnm D C �zZ >00�0 T D � U Ohm-n> _ — ZD�DO oZ� m0M0 { o�r-�-� <"mx ow��Wn m cn m�rn �- vo--no 1pcz m 1 v o D Z -3 Cl) m zCGD s-4v 5 - G) p p�mZ cNii � Z (CD 0 z z �m-<0 OC�m D��� A o O z � 2 0 � ca cn o p nnm- o cn �• v cn 0) < U)z00 o —(OOCL CD ��DO ;fJ 2 _ 000 000� N Q r 0 z w W0>0 m z m nym7 Z Z z 0 0<K0 �m�:* �Kmz M. 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L Section View 106" Digging Specs Invert 11' Long x 7' Wide Inlet Outlet *Meets ASTM C-1227 spec 56" below inlet invert 56" 53" including C-1644-06 for resilient connectors • 6000 psi concrete • Delivered complete with internal piping • PVC, poly or concrete risers available • Option of pump or siphon installed Rubber slant Dimensions Length Width Height 111" 60" 68" Net Capacity Inlet Side Outlet Side Total 687 gallons 323 gallons 1,010 gallons Net Weight Lid Tank Total 2,620 lbs 9,380 The 12,000 lbs Water & (719) 3954764 2M Co. Rd. 317 Wastewater P.O. BoixG25 OVALLEY ;Pui Fax(719) 395-3727 Buena CO8121 �rdW��'www.valleypnecastoom❑PR•Service Email: fmnWesk@valleyprecalstoom • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" R o a r i n g F o r k R i v e r R o a r i n g F o r k R i v e r H W Y 8 2 T W O R I V E R S R D SOPRIS CREEK RD EMMA SPUR H W Y 8 2 Pitkin C ounty Emma Open SpaceAgricultural Leases 0 0.035 0.07 0.1050.0175 Miles RoadsRivers/Stream sEmma Open Space FederalBLMUSFSState This map/drawing is a graphical representation of the features depicted and is not a legal representation.Accuracy is not guaranteed. Barn Locatio n Barn Location / Size HWY 82 SOPRIS CREEK RD HWY 82 Pitkin C ounty Emma Open SpaceAgricultural Leases 0 0.01 0.02 0.030.005 Miles RoadsRivers/Stream sEmma Open Space FederalBLMUSFSState This map/drawing is a graphical representation of the features depicted and is not a legal representation.Accuracy is not guaranteed. Barn Setback Measurements 171' 655' 201' Ba rn Lo cation / Size VERONA, WI 53593 / (800) 373-5550 190 PAOLI STREET / P.O. BOX 930220 BUILDING CORP. R PR O J E C T S I T E A D D R E S S : DRAWN BY: PLAN REVISIONS: PR O J E C T N A M E : BU I L D I N G S I Z E : PROJECT NUMBER: SHEET NUMBER: SH E E T N A M E : DATE DRAWN: SHEET SCALE: 1 2 3 4 110 2019102160 PI T K I N C O U N T Y , P A U L H O L S I N G E R O R C H R I S T I A N L A B A R 10 0 S O P R I S C R E E K R O A D BA S A L T , C O L O R A D O - P I T K I N C O U N T Y 24 ' x 3 2 ' x 1 2 ' 4 " EL E V A T I O N S TABLE OF CONTENTS 110. ELEVATIONS 120. FLOOR PLAN 130. TYPICAL SECTION "A" 131. TYPICAL SECTION "B" 140. DIAGONAL BRACING DETAILS 150. DIAPHRAGM ACTION and MISC. DETAILS 160. TRUSS DIAGRAMS GENERAL NOTES AND SPECIFICATIONS S N S N S N S N NORTH ELEVATION SOUTH ELEVATION EAST ELEVATION WEST ELEVATION Fi l e N a m e a n d P a t h : I: \ C o m m e r c l \ 1 C A D F I L E S \ 2 0 1 9 \ 2 0 1 9 1 0 2 1 6 0 \ S C A L E \ 2 0 1 9 1 0 2 1 6 0 - 1 1 0 - E L E V . d w g Da t e P r i n t e d : 7/ 2 3 / 2 0 1 9 1 1 : 2 2 A M Pr i n t e d B y : Mi c h a e l W a l d e r a 37006 COL O R A D O R EGIS T E R E D P R O F E S SION A L E N G INEER KA R L H.L EM M E N E S 0112.2019.PBLD Floor Area Summary Total Interior area - 768 sq ft Total overhang - 768 sq ft Peak Height 16'4" Begin Building Review 08/16/2019 Reviewed by Building tony.popish 08/17/2019 These plans must be kept at building site or inspection delays may occur. Construction shall conforms to these plans. All Changes shall be approved by the building official. Permit Will Expire if no Code Inspection is performed within any 6 month period Separate Permits are required for Electrical, Plumbing, Mechanical, or Low Voltage work Approved as a Low energy building only. C402.1.1 Low-energy buildings. The following low- energy buildings, or portions thereof separated from the remainder of the building by building thermal envelope assemblies complying with this section, shall be exempt from the building thermal envelope provisions of Section C402. 1.Those with a peak design rate of energy usage less than 3.4 Btu/h • ft2 (10.7 W/m2) or 1.0 watt per square foot (10.7 W/m2) of floor area for space conditioning purposes. 2. Those that do not contain conditioned space. Provide drawings complete with PE stamp with MEP permit applications. a.Floor area in square feet per occupant. Floor Area 24' x 32' = 768 sf 2 (4' x 32') = 256 sf (OH>8') Total Floor Area = 1,024 sf All exterior lighting must comply with Section 7-20-140 of the Pitkin County Land Use Code All exterior doors must have knobs not levers. VERONA, WI 53593 / (800) 373-5550 190 PAOLI STREET / P.O. BOX 930220 BUILDING CORP. R PR O J E C T S I T E A D D R E S S : DRAWN BY: PLAN REVISIONS: PR O J E C T N A M E : BU I L D I N G S I Z E : PROJECT NUMBER: SHEET NUMBER: SH E E T N A M E : DATE DRAWN: SHEET SCALE: 1 2 3 4 120 2019102160 PI T K I N C O U N T Y , P A U L H O L S I N G E R O R C H R I S T I A N L A B A R 10 0 S O P R I S C R E E K R O A D BA S A L T , C O L O R A D O - P I T K I N C O U N T Y 24 ' x 3 2 ' x 1 2 ' 4 " FL O O R P L A N COLUMNS COLUMN SIZE HOLE FOOTING SIZE REQUIREDDEPTH HOLE DIAMETER COLUMNS NUMBER OF NO R T H BUILDING COLORS BUILDING ACCESSORIES FACING DETAIL CONT. PURLIN DESIGN PURLIN LAYOUT COLUMN ANCHOR DETAIL A 130 B 131 CORNER DETAIL Fi l e N a m e a n d P a t h : I: \ C o m m e r c l \ 1 C A D F I L E S \ 2 0 1 9 \ 2 0 1 9 1 0 2 1 6 0 \ S C A L E \ 2 0 1 9 1 0 2 1 6 0 - 1 2 0 - F P - 1 . d w g Da t e P r i n t e d : 7/ 2 3 / 2 0 1 9 1 1 : 2 2 A M Pr i n t e d B y : Mi c h a e l W a l d e r a 37006 COL O R A D O REGIS T E R E D P R O F E S SIONA L E N G INEER KA R L H.L EM M E N E S 0112.2019.PBLD Future water / electricity utility ingress Future septic egress Future bathroom / mechanical room R10 insulation will be installed under interior slab to meet Pitkin standards for heated areas Begin Building Review 08/16/2019 Reviewed by Building tony.popish 08/17/2019 Conditioned commerical building must comply with the 2015 IECC VERONA, WI 53593 / (800) 373-5550 190 PAOLI STREET / P.O. BOX 930220 BUILDING CORP. R PR O J E C T S I T E A D D R E S S : DRAWN BY: PLAN REVISIONS: PR O J E C T N A M E : BU I L D I N G S I Z E : PROJECT NUMBER: SHEET NUMBER: SH E E T N A M E : DATE DRAWN: SHEET SCALE: 1 2 3 4 130 2019102160 PI T K I N C O U N T Y , P A U L H O L S I N G E R O R C H R I S T I A N L A B A R 10 0 S O P R I S C R E E K R O A D BA S A L T , C O L O R A D O - P I T K I N C O U N T Y 24 ' x 3 2 ' x 1 2 ' 4 " TY P I C A L S E C T I O N " A " HEEL DETAIL "A" LEAN ATTACHMENT DETAIL HEEL DETAIL "B" Fi l e N a m e a n d P a t h : I: \ C o m m e r c l \ 1 C A D F I L E S \ 2 0 1 9 \ 2 0 1 9 1 0 2 1 6 0 \ S C A L E \ 2 0 1 9 1 0 2 1 6 0 - 1 3 0 - T Y P - A - 1 . d w g Da t e P r i n t e d : 7/ 2 3 / 2 0 1 9 1 1 : 2 2 A M Pr i n t e d B y : Mi c h a e l W a l d e r a 37006 COL O R A D O R EGIS T E R E D P R O F E S SION A L E N G INEER KA R L H.L EM M E N E S 0112.2019.PBLD Exterior wall is wrapped with 2" Amber Blanket Insulation (see 38A) with an R value of 6.67. Begin Building Review 08/16/2019 Reviewed by Building tony.popish 08/17/2019 Metal Roofs: All metal roofs are required to be Class A assemblies. Refer to the manufacturers specifications to determine Class A assembly requirements. Most manufacturers require a specific underlayment. Call the building department for an underlaym ent inspection for all metal roofs. VERONA, WI 53593 / (800) 373-5550 190 PAOLI STREET / P.O. BOX 930220 BUILDING CORP. R PR O J E C T S I T E A D D R E S S : DRAWN BY: PLAN REVISIONS: PR O J E C T N A M E : BU I L D I N G S I Z E : PROJECT NUMBER: SHEET NUMBER: SH E E T N A M E : DATE DRAWN: SHEET SCALE: 1 2 3 4 131 2019102160 PI T K I N C O U N T Y , P A U L H O L S I N G E R O R C H R I S T I A N L A B A R 10 0 S O P R I S C R E E K R O A D BA S A L T , C O L O R A D O - P I T K I N C O U N T Y 24 ' x 3 2 ' x 1 2 ' 4 " TY P I C A L S E C T I O N " B " HEEL DETAIL "A" Fi l e N a m e a n d P a t h : I: \ C o m m e r c l \ 1 C A D F I L E S \ 2 0 1 9 \ 2 0 1 9 1 0 2 1 6 0 \ S C A L E \ 2 0 1 9 1 0 2 1 6 0 - 1 3 1 - T Y P - B - 1 . d w g Da t e P r i n t e d : 7/ 2 3 / 2 0 1 9 1 1 : 2 2 A M Pr i n t e d B y : Mi c h a e l W a l d e r a 37006 COL O R A D O R EGIS T E R E D P R O F E S SION A L E N G INEER KA R L H.L EM M E N E S 0112.2019.PBLD Exterior wall be insulated to R5 or higher. Begin Building Review 08/16/2019 Reviewed by Building tony.popish 08/17/2019 VERONA, WI 53593 / (800) 373-5550 190 PAOLI STREET / P.O. BOX 930220 BUILDING CORP. R PR O J E C T S I T E A D D R E S S : DRAWN BY: PLAN REVISIONS: PR O J E C T N A M E : BU I L D I N G S I Z E : PROJECT NUMBER: SHEET NUMBER: SH E E T N A M E : DATE DRAWN: SHEET SCALE: 1 2 3 4 140 2019102160 PI T K I N C O U N T Y , P A U L H O L S I N G E R O R C H R I S T I A N L A B A R 10 0 S O P R I S C R E E K R O A D BA S A L T , C O L O R A D O - P I T K I N C O U N T Y 24 ' x 3 2 ' x 1 2 ' 4 " DI A G O N A L B R A C I N G D E T A I L S BRACE TO GIRT CONNECTION DETAIL BRACE CONNECTION DETAIL BRACE CONNECTION DETAIL BRACE SPLICE DETAIL BRACE CONNECTION DETAIL BRACE CONNECTION DETAIL ENDWALL DIAGONAL X-BRACING DETAIL Fi l e N a m e a n d P a t h : I: \ C o m m e r c l \ 1 C A D F I L E S \ 2 0 1 9 \ 2 0 1 9 1 0 2 1 6 0 \ S C A L E \ 2 0 1 9 1 0 2 1 6 0 - 1 4 0 - D I A G . d w g Da t e P r i n t e d : 7/ 2 3 / 2 0 1 9 1 1 : 2 2 A M Pr i n t e d B y : Mi c h a e l W a l d e r a 37006 COL O R A D O REGIS T E R E D P R O F E S SION A L E N G INEER KA R L H.L EM M E N E S 0112.2019.PBLD Begin Building Review 08/16/2019 Reviewed by Building tony.popish 08/17/2019 VERONA, WI 53593 / (800) 373-5550 190 PAOLI STREET / P.O. BOX 930220 BUILDING CORP. R PR O J E C T S I T E A D D R E S S : DRAWN BY: PLAN REVISIONS: PR O J E C T N A M E : BU I L D I N G S I Z E : PROJECT NUMBER: SHEET NUMBER: SH E E T N A M E : DATE DRAWN: SHEET SCALE: 1 2 3 4 150 2019102160 PI T K I N C O U N T Y , P A U L H O L S I N G E R O R C H R I S T I A N L A B A R 10 0 S O P R I S C R E E K R O A D BA S A L T , C O L O R A D O - P I T K I N C O U N T Y 24 ' x 3 2 ' x 1 2 ' 4 " DI A P H R A G M A C T I O N a n d M I S C . D E T A I L S STANDARD WALL FRAMING NAILING GRAND RIB 3 STEEL ATTACHMENT DETAILFLY-RAFTER CONNECTION DETAIL GABLE DETAIL JACKBRACE DETAIL CLEARSPAN ENDWALL TRUSS TO COLUMN CONNECTION DETAIL Fi l e N a m e a n d P a t h : I: \ C o m m e r c l \ 1 C A D F I L E S \ 2 0 1 9 \ 2 0 1 9 1 0 2 1 6 0 \ S C A L E \ 2 0 1 9 1 0 2 1 6 0 - 1 5 0 - D I A P H - 1 . d w g Da t e P r i n t e d : 7/ 2 3 / 2 0 1 9 1 1 : 2 2 A M Pr i n t e d B y : Mi c h a e l W a l d e r a 37006 COL O R A D O R EGIS T E R E D P R O F E S SIONA L E N G INEER KA R L H.L EM M E N E S 0112.2019.PBLD Begin Building Review 08/16/2019 Reviewed by Building tony.popish 08/17/2019 TRUSS CHECK TRUSS SIZE BAY SPACING SLC / RLC ROOF PITCH OVERHANGS ZW ZW ZW ZW ZW X X X X X DESIGN LOADS ZWX VERONA, WI 53593 / (800) 373-5550 190 PAOLI STREET / P.O. BOX 930220 BUILDING CORP. R PR O J E C T S I T E A D D R E S S : DRAWN BY: PLAN REVISIONS: PR O J E C T N A M E : BU I L D I N G S I Z E : PROJECT NUMBER: SHEET NUMBER: SH E E T N A M E : DATE DRAWN: SHEET SCALE: 1 2 3 4 160 2019102160 PI T K I N C O U N T Y , P A U L H O L S I N G E R O R C H R I S T I A N L A B A R 10 0 S O P R I S C R E E K R O A D BA S A L T , C O L O R A D O - P I T K I N C O U N T Y 24 ' x 3 2 ' x 1 2 ' 4 " TR U S S D I A G R A M S Fi l e N a m e a n d P a t h : I: \ C o m m e r c l \ 1 C A D F I L E S \ 2 0 1 9 \ 2 0 1 9 1 0 2 1 6 0 \ S C A L E \ 2 0 1 9 1 0 2 1 6 0 - 1 6 0 - T R U S S . d w g Da t e P r i n t e d : 7/ 2 3 / 2 0 1 9 1 1 : 2 2 A M Pr i n t e d B y : Mi c h a e l W a l d e r a 37006 COL O R A D O R EGIS T E R E D P R O F E S SIONA L E N G INEER KA R L H.L EM M E N E S 0112.2019.PBLD Begin Building Review 08/16/2019 Reviewed by Building tony.popish 08/17/2019 0112.2019.PBLD Begin Building Review 08/16/2019 0112.2019.PBLD R value = thickness / thermal conductivity = 2" / 0.30 = 6.67 Begin Building Review 08/16/2019 0112.2019.PBLD Begin Building Review 08/16/2019 0112.2019.PBLD Begin Building Review 08/16/2019 0112.2019.PBLD Begin Building Review 08/16/2019