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PERMIT 2385 Arapaho Rd Single Family Dwelling 2009-11-23
Received Town of Estes Park Permit Number Received By NOTE: Long -Term Residential Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information and Inspection Line (970) 577-3731 • FAX (970) 586-0249 • www.estesnet.com his Form for Long-term Residences 30 days or more.. Job Address: Lot: Block: Owner Name: Address: Contractor: Address: ( 0 Permit Expires Condo: N Ves; tot Size: T1) _sfirs„) Subdivision: d'PA' Pit V5 Parcel #: 4/ 622_ t?7— q),44 C Y R 1 TY CV/4 phone: -3/ 37S — -5r 7 C (Street) (Street) ty rtil?(A, .//e21V Town License #: City) (State) (Zip Code) Phone: State) (Zip Code) The Following Applies to New Work Only Complete all that apply: El New Building 0 Alteration 0 Addition Master Plan# Building ENO.,* t Owner / Residence 0 Rental -30 days or more 0 Accessory Dwelling Existing use; Proposed use.: ofNew Dwellings. # of New K itchens. Sewer: 0 Estes Park Sanitation UpperThompson Sanitation 0, Private Sevic - Requires Applicant to first go to the Health Deartment, __ Plumbing Invoiyed: 0 No II Yes - Slate and Town LIcenses Required,7111inZing Fixture Wo-asheetffequired: ,,,,,c, t( Fixtures: D Add 0 Relocate 0 Replace 0 Demolish Water Service: 0 Existing New - 4 of Meters: . Meter Size: / inches Electric Involved: 0 No K.Yes - State & Town License Required. State Pertnit and Inspection Required Service: 0 Existing Type of Ueat V Hectoc New: 0 Overhead. nderground; 4. of Meters: / ; Meter Size: ;Fey) arn.ps; 'Temp Meter: 0 No Yes Furnace 0 Boiler 11: Fuel Gas Involved: 0 No . Ycs Qualifications and System Sizing Required. Type; Natural Gas 0 LPG d'zi4 of Gas Appliances / Outlets: Building 4 Floors Basement Of) lFloor Es 2 iTa ` Floor s Garage / Carport (st) Porch w Roof deck w/o Roof Height: Fin in F557 " Attached tr.2-ir (sf) ,.. ii 2 _7 Ft. , Untin(-1 ....,_. li Unn OM Unfin . Detached _ , / b g l. Description: / ti:?7 11/7/ /IL ger Total Valuations tiLabili $ 43teriaiql '4;7 ( certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed ind approved, and comply with oca I ordinances, state and federal laws as well is building codes.. I certify that I have the property owner's authority and permission to apply for this permit: Additionally. 1 iNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION, Contractor 0 Owner Date Z 0 Owner's Agent --" trim Name, *** Office Use Only *** 0 "Tenant b Description: MM ''''"E',,1"'"V\-c(): 1,\ 6/ ": ,,)1 ,,A 11 I L*, Application Information Approved Disapproved Fees Public NV( s RRALs•rie Li,sll lt-40 pe of " !ruction: „ 51 4; Floor '''.'). l D.',5' Occupancy k, q i Load(s): Class(es):Water i, Roof '",, l RC) Light & Power ' '„), 00 Occupant Load(s): Load: )- f'''' '5+"" Planning f,,', ' ,).0(7) ' Variances: Fire Department Building Setbacks Fron „ , 'ides Rear, River Plan Review I, (P, :5(0. 02 Zoning ..'4' -, Hazards Gen Wildfire Flood :,. :ensus # County Tax t IJI Li (eI,Ie ' : crtifivatv of 0,:cuplanvy Building )tf ial I Date (7' k-AP. 0i Total ' ^I' ,Servera com in_dev`iBu i Id i ng\Forms AppIteatIun\}3oildIng Page Revised 7/14/2006- C:B R.eceived Date Received By Town of Estes Park Application for Building Permit Permit Number Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 ;enenil lnformation and Inspection Line (970) 577-3731 * FAX (970) 586-0249 *1,vo om1tvw 0." Job Address: Z/,/ 1.,ot Size: Block: /7 Subdivision: /72 /12/2,7'/Y'e) ie/(4)(1)(..)42v15 Parcel #: vner Name: 1-?(191::::?,e(2- 7/.(7/-tx?:___',/,47,,/:-) Phone: :::!5',/ sffae Address: 671 7('()Zt:/r. -7Th /) i3(P4N4/67 6/ (Street) (('ity) Contractor/Applicant: 1 ( 4141/'/ (;17/ /1/ C."( Town License #: Phon (5,7,57 11 Address: °-47 (Street) (Oty) (State) (Zip Code) 7P i?2„. 7 57 (4() e.,--i (State) (Zip Code) Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1. SANITATION DISTRICTS Upper Thompson Sanitation District Estes Park Sanitation New Construction LI Adding, Relocating or Vacating Plumbing Fixtures 1"--1 Adding Square Footage to Existing Building Footprint Adding or Vacating Septic System Sand/Oil. Interceptor / Grease Interceptor Appr ed Date 2. LARIMER COUNTY HEALTH DEPARTMENT Commercial Food / Drink Preparation [ Alcohol Sales (On Premise) 7 Day Care (6 (Jr More Children Under Age 18) Septic System Sewer Lift Stations E Public Swimming Pools / Spas / Hot Tubs Approved Date 3. STATE ELECTRICAL BOARD 111 New Construction with Electrical 11 Addition / Remodel with Electrical 4. STATE ENGINEER Water Well 5, STATE DEPARTMENT OF REVENUE Tax Exempt \\Servera.\Comm_Del,",.Building\Forrns\ApplicationsTuilding COM..MENTS: Note: New Interior Grease Traps are prohibited by the Building Department and the Health :Departrnent. COMM.ENTS: Page 1 Revised 06/08/2006 - as been inspected for LID • rJ ws and ordinances of the Town of Estes Certificate of Occupancy z Use and Occupan Robert & N 0 Name and Address o o 22. Multiple kitchens or accessory dwelling unit? Y 23. Accessory structure? Y „o )Garage‘sizer _400. y 21,4 24. Length of garage doors & walls facing street_C Total So*. Ft. of Accessory Uses (A( # of accessory structures on property PA, )1e4 25, Height: 26. Check utility locatioris Co -located on steep slopes? _Impact to trees miriimized? 27. Any issuance of a permit for public and private schools as defined in CRS 14-47-313 must be checked against the location of any store or restaurant holding a license to sell liquor. Conversely, any issuance of a permit for the sale of liquor must be checked against school locations. It is our responsibility to monitor and maintaii compliance with the state mandated 600 ft, minimum separation, Complies? Yes No Lji 28. Check for KICIAtCD for County permits. rs 044 29, Con with Appendix D. e,g. curb cuts, driveway slope, driveviray width „.0 30. Check aerial for all lots except s-f lots created after February 1, 2000 for impact to vegetation.N(li# 31. Check address file for past history/conditions. 32. Floor area ratio for non-residential, except "A" zoned, and Multi -Family development 33. Lot coverage for non-residential and multi -family development tr4 34. County Permits: Notify UTSD all for additions and remodels (Mcluding decks). Notify wati(r department far all permits on town water system. Stamp plans (Mclude 'various notes on plans, such as setbacks, where (certificates are needed, and other "redlined" changes such as culvert„ drainage. etc). Email approved plans and zoning form to �an Efl!s, Katherine Huber, Chris Bieker (UPSD)„ Store email in the street file on server. 36. Town Permits: On the application form, Write in the applicable zoning district, setbacks and hazards. Note any BONStaff-Level variances, Sign date and initial the "Approved" box, On the plans, Stamp and sign Field and Office sets of plans (only the pages reviewed by Planning, e.g., site plan, foundation plan, architectural elevations, and floor plans.) Note min. required setbacks on the site plan, if missing and building is within 10 feet a property line. If a height elevation certificate is required, note this on the foundation plan. If a setback certificate is required, note this on the site plan and circle the location ar on the plan. In PTWin, update the "Plan Review" form. Place approved permits, in Building Permit Technician inbox. f \\Servera\cornm_dev\Forms1Building Permit Applications Estes Valley Zoning Approval Clecklist.doc Rev: December 2, 2009 Created on 10/8/07. stes Valley ev lopmen Codeitding Perm Building Permit : Address: 1. Planning to Participate in Pre -Con Meeting? Y 2. Zoning District t dk 3. Zoning District Setbacks Front: River/Stream Setback: Buildings: Wetlands Setback: 4. PUD/Building Envelope? 5. Gross Lot Size: LCD Source:c+ 6. Hazard area (geo, steep slope > 20%, wildfire, flood)? If yes, what? 7. Ridgeline Protection Area? Y 9. Was the single-family lot created prior to the February 2000 EVDC effective date? ( Y)) N Note: An amended plat/boundary Vine adjustment recorded after February 2000 r- probably doesn't count as creating a lot after Feb 1 2000. 9. Check Larimer County web site.for current improvements - check for garages/accessory structures and kitchens (only one). ( _.. e .__...__ 10. Is it a legal Iot?(Y; N 11. Is the use permitted,Y) N 12. If the property is zoned "A Accommodations, what use Is permitted? (a) Accommodations Only (Average stays of 30 days or Tess) r _ (b) Accommodations and Residential (c) Residential Only (d) Not. Zoned AID N/A If Yes add comment to PTWIn Ream 13. Site Drainage patterns affect neighbor 14. Development Plan Required? Y fu Plan ___...__.. , .... ,.. If yes, review and update the Building Permit Tracking Sheet stored under Server *Comm Dev\Power Point Presentations\Building Permits for reviews by Alison or the Building Permit Tracking Sheet filed in the development plan file for reviews by Dave. 15, Improvement Agreement & Letter of Credit: a. Improvement Agreement Signed & Recorded? b, Improvement Agreement Set Up Fee and Recording Fee Charged? Side:, Parking c.. Letter of Credit/Financial Guarantee Current? 16. Variance Granted? Y (Ni Name/Date of Variance 17. Any special requirements on the plat, Building P Applications Standard Notes or sheet, County status books, or Annexation Agreement? (�Y) N If yes, what?„!:: .., Mart- 0.- 18. Stanley Historic District or Historic Tax Credits? Y co 19. EPURA Involved? Y 20. Neighborhood Association: Fall River Estates, Carriage Hillsgutside Town limits only)', Dunrave Heights, Uplands, Korai Heights, North End, Windcliff? Y (',., ;.:? (If yes, notifyy plan and floor plans consistent with each other?_ 21. . Are the site _...o�- \1Servera\i omm,JlevTur"nis\lUuiklinp, Permit Application~ Date Valley %orr Approval C'heckli Rev: December 2, 2009 Credt d on 10/8/07. C V‘0,1k, C.„ Pcruni0, Address -70 r f tit “241,731COMMZEDM Departmel t. pjl SLIL rl -f Buildii ig Safety IR.0 VALUATION WORKSIIEET ArtAlk-CA,140V Basement - Unfinished (Foundation & Bearing Pts. Only) Basement - Semi -finished. (Framing Only) Basement - Finished Existing Basement Finish Dwellings Garage Carports (Open >/= 2 sides) Decks- (Open) 1,„141.q.,.:? 13,41D Porches - (Roofed) FEES: Building Permit Fee Plan Review Fee 0 2- County 'Fax 664H.q)C;) Cert of Occupancy yQ 0 TOTAL (42 Sq Ft @ $21.98 per Sq Ft Sq Ft ( $28.81 per Sq it Sq Ft (14.) $34.58 per Sq Ft Sq Ft @ $12.60 per Sq Fr SqFt@ $1.14.76 per Sq Ft $34.03 per Sq $20.61. per Sq jq $19.58 per S„q Ft Sq Ft @ Sq Ft (a) Sq Ft @ Sq Ft @ TOTAL VALUATION: $41.23 per Sq Ft \\Servera\cortutudev\Building\Forrns\Various Forms\IRC Valuation Worksheet.doc Rev 10/17/08-CB Printed 12/16/2009 Permit Record Report Page 1 of 7 Permit Number: 8839 Parcel Number: 3402105005 Address: 2385 Arapaho Road Estes Park, CO 80517 Applicant: Address: Dahlman Construction Co. 211 4th Street Estes Park, CO 80517 Status: Approved On Hold Filing Date: 11/24/2009 Decision Date: Application Expiration: 5/23/2010 Permit Expiration: 6/15/2011 Last Edit Date: 11/24/200 Last Edited By: Carolyn McEndaffer Comments: 12/16/09 CM Approved and sent to finance. 12/15/09 CM Jeff submitted revised shear wall design and engineer's letter on plan review questions. 12/08/09 CM Jeff submitted revised site plan. 12/07/09 CM Jeff submitted revised truss layout and revised energy compliance. 11/25/09 CM Jeff submitted truss layout and detail. 11/24/09 CM Jeff submitted the water fixture sheet. 11/24/09 CM left vm for Jeff. Water fixture worksheet not submitted. Unable to route to water without. 11/23/09 CM Submittals not complete. Roof framing, floor framing for both floors not submitted. Informed applicant Jeff Morrau w/Dallman Const. Applicant Role: Contractor Phone: 227-5871 Y: App Accepted By: Decision By: Team Leader: Default Inspector: Appeal Filed: Decision: Date: Appeal Comments: Owners: Name: Robert & Nancy Litherland Purchase Date: Contractors: Name: Type: Daman Construction Co. Local Phone: 227-5871 Primary? Materials: Type Rate Units Value Total Value: $371,222.16 Printed: 12/16/2009 Permit Record Report Page 2 of 7 Fees and Receipts: Number Inspection Schedule: Type: Permit Number: 8839 Description Water department Zoning Compliance Review Fee Building Permit Fee (Auto) Certificate of Occupancy County Tax (Cale) Plan Review (Calc) Light & Power Total Fees: Total Receipts: Amount $9,79200 $85.00 $2,516.95 $50.00 $1,484.89 $1,636,02 $320.00 $15,884.86 0.00 Request Date: Inspections: Inspection # Type Inspection Correction: Correction Description: Requested By: Status: Pass? Date Inspector Inspection Condition: 1 Condition Description: Approvals: File Received: Decision Date: Status: Department: 11/24/2009 12/16/2009 Approved Building Comments: 12/16/09 CM Please see plan redlines. Contractor and Owner are responsible for compliance with pre -construction meeting notes attached. Approval Reviews: File Received: 12/2/2009 Comments: 12/3/2009 Review Completed: Reviewer: Status: 12/2/2009 Carolyn McEndaffer Pending Reviewed Structural floor framing and roof framing with Will B. for assistance w h bearing points. WB & I could not determine bearing points and framing design. CM 12/4/2009 Carolyn McEndaffer Pending 12/04/09 Sent Jeff M. partial review. Have truss spec issue to be resolved prior to completing the structural review. CM Printed: 12/16/2009 Permit Record Report Page 3 of 7 Permit Number: 8839 2/8/2009 12/16/2009 Carolyn McEndaffer Approved Comments: 12/15/09 CM Jeff submitted revised shear wali design and engineer's letter on plan review questions. Structural Review ernaiPed 12/08/09. CM Approvais: File Received: Decision Date: Status: Department: 11/24/2009 12/7/2009 Approved Light and Power Approval Reviews: File Received: Review Completed: Reviewer: Status: 12/7/2009 12/7/2009 Todd Steichen Approved Comments: Approvals: File Received: 11/24/2009 ecision Date: Status: Department: 12/8/2009 Approved Planning Comments: SETBACK CERTIFICATE 1. A setback certificate sealed and signed by a Colorado registered land surveyor is required prior to placing foundation walls. The general contractor shall provide two stamped certificates in the permit package. At least one must be an original. The inspector will leave the copy of the certificate in the permit box and will bring the original certificate back to the Building Department to be filed in the address file. 2. A registered land surveyor shall set the survey stakes for the foundation forms. After the footings are set and prior to pouring the foundation, the surveyor shall verify compliance with the setback requirements and provide a setback certificate. 3. The setback certificate shall include actual measured distances, 4. If a setback variance has been granted, the survey shall verify compliance with the variance. No portion of the structure, including eaves, is permitted encroach into the ten foot utility & drainage easement along the northern property line. HEIGHT (ELEVATION) CERTIFICATE 1. An elevation certificate sealed and signed by a Colorado registered land surveyor is required prior to placing foundation walls. The general contractor shall provide two stamped certificates in the permit package. At least one must be an original. The inspector will leave the copy of the certificate in the permit box and will bring the original certificate back to the Building Department to be filed in the address file. Printed: 12/16/2'009 Permit Record Report Page 4 of 7 Permit Number: 8839 2. After the foundation wall forms are set and prior to pouring the foundation wall, a registered land surveyor shall verify that the top of foundation elevation is set in accordance with approved plans. 3. A registered land surveyor shall set the survey stakes for the foundation forms. After the footings are set and prior to pouring the foundation, the surveyor shall verify compliance with the setback requirements and provide a setback certificate. 4. The elevation certificate shall include actual measured distances. 5. Per EVDC 1.9.E.3 residential chimneys are exempt from the height standards only to the extent required by the Uniform Building Code. Wireless telecommunications facilities and structures are also exempt only to the extent allowed by the specific provisions set forth in Use Tables 4-1 and 4-4 in Chapter 4 and in 5,1.T of the EVDC. DRANAGE/ERIOSON CONTROUSEDMENTATION Construction activity shall not result in or contribute to soil erosion or sedimentation and must not interfere with any existing drainage course in such a manner as to cause damage to any adjacent property or result in the deposition of debris or sediment on any public ways, must not present any hazard to any persons or property, and must have no detrimental influence upon the public welfare or upon the total development of the watershed. OUTDOOR STORAGE AREAS, ACTIVITIES AND MECHANICAL EQUIPMENT Compliance with EVDC 7.13 is required. This includes, but is not limited to screening, covering or painting conduit, meters, vents and other equipments attached to the building or protruding from the roof to minimize visual impacts. Provisions for outdoor storage and trash collection are also found in this section. LIGHTING Per EVDC 7.9, all new exterior lighting must comply with the code, including shielding or concealing light sources. Approval Reviews: File Received: Review Completed: Reviewer: Status: 11/24/2009 12/4/2009 Alison Chilcott Hold Comments: 12/8/2009 Comments: Left message for Defter' Construction 12/4 - Jeff revised site plan - no step do n from patio planned, as shown on some pages. Will be a swale around west sid of hosue. 12/8/2009 Alison Chilcott Approved Approvals: Printed: 12/16/2009 Permit Record Report Page 5 of 7 Permit Number: 8839 File Received: Decision Date: Status: Department: 11/24/2009 12/3/2009 Approved Public Works Comments: 1. include 10-15' paved radius at dwy connect. 2. confirm setbacks & easements on original dev. plan. Approval Reviews: File Received: 12/3/2009 Comments: Review Completed: Reviewer: Status: 12/3/2009 Greg Sievers Approved 1, include 10-15' paved radius at dwy connect. 2. confirm setbacks & easements on original dev. plan. Approvals: File Received: Decision Date: Status: Department: 11/24/2009 12/16/2009 Approved Sanitation Comments: Approvals: File Received: Decision Date: Status: Department: 11/24/2009 11/30/2009 Approved Water Comments: WILL NEED TO INSTAL A BACKFLOW DEVICE IF INSTALING IR IGATION SYSTOM Approval Reviews: File Received: 111/30/2009 Comments: Review Completed: Reviewer: Dave Devine Status: Approved Certificates: Temporary Certificate of Occupancy Issued: By: Expiration: Certificate of Occupancy Issued: By: Occupancy: Conditions: Date: Condition Description: Condition Comments: Status: Code: Violations: Violation Date: Violation #: Agency: Violation Description: Status: Deadline: Other Fields: Printed 12/16/2009 Permit IRecord Report Page 6 of 7 Permit Number: 8839 Work Discription New Detached Single Family Dwelling R-3 101 New SF Detached Permit Type Building V- Residence $371 No 0 0 0 0 0 0 0 0 0 ,222.16 Printed: 12/16/2009 Permit Record Report Page 7 of 7 0 O O 0 0 Permit Number: 8839 Sig Residential Pre -Construction Meeting Checklist Date: 12/16/09 Permit #: 8839 By: Carolyn McEndaffer Job Address: 2385 Arapaho Road PROJECT MANAGEMENT & ALL TRADES SUBCONTRACTORS 1. All construction shall comply with applicable codes as amended and adopted by the Town of Estes Park, 2. Proprietary engineered components and products shall comply with the more restrictive requirements, of either from the manufacturer or approved plans. 3. Issues/details on the approved plans that exceed minimum code require ents shall be enforced. 4. All staff review comrnents are requirements of permits and are included in the permit packet. 5. The permit applicant shall maintain the entire permit packet available on the job site. The permit packet is to be located at the posted address. The permit packet is to be kept inside a new/used electrical panel box, painted red with the address # on the top front & the word "permit" on the bottom front (minimum external dimension: 14" x 19" x 5"). Temporary addressing for new construction is to be located at the drive entrance along with the permit package. Failure to comply with the addressing requirements will result in delayed inspections and re -inspection fees. 6. Construction shall comply with approved submittals. (Anchor bolts, hold-downs, shear wall details, number and size of trimmers and king studs, floor and roof diaphragms, truss blocking and bracing, roofing materials, fastening schedule, specified connectors and fasteners, etc.) 7. All work shall be performed and completed in strict compliance with the approved plans. The designer of record and the Department Plans Examiner or Building Official shall approve any and all changes or revisions. 8. Plans have been reviewed and approved with comments. Follow the Town approved plans or provide revisions. Major changes shall incur additional review fees of $100.00 per hour, and result in project time delays. 9. Other departments may have requirements that need to be addressed before issuance of a CO. 10. Approved plans are not for field construction use. They are for the exclusive use of the Town inspectors. If approved plans are not available or readable, inspections may not be provided and re -inspection fees may be assessed. 11. If Town staff has to reproduce an approved set of plans, fees shall be assessed. 12. Pre approved design build items (such as plumbing, HVAC systems) are subject to approval during field inspections, and shall comply with all locally adopted codes as amended. 13. Each contractor shall obtain a business license from the Estes Park Town Clerk prior to beginning work, per EPMC, Chapter 5.20.040 14. An approved contractor affidavit shall be submitted to the Town Clerk prior to requesting final inspections and signed off by the Town Clerk and Chief Building Official. A final inspection will not be done until the contractor affidavit has been submitted to the Building Department. If contractors do not have business licenses, the TCO/CO will be held until such time as licenses are procured. See Contractor Affidavit handout and Trades Checklist provided with this checklist. \\Servera \Comm Dev\Building\REVEWS\ Pre -Con Meeting\ Residential Pre -Con \.2385 Arapaho Road.doc, Page 1 15. The inspection card is required to be on site for all inspections, A CO can not be issued without all required inspections signed off on the inspection card. 16. Living in construction trailers and/or recreational vehicles is prohibited. 17. Temporary addressirt is required for all buildings. Addressing needs to be visible from the Public Right of Way and in place before linspection is called. Permanent addressing is required prior to issuance of the Certificate of Occupancy or TCO. 18. A TCO may be issued at the Chief Building Official's discretion, with a preparation fee of $100,00 per hour. 19. Toilet facilities shall be provided for construction workers. 2003 IPC 311.1 20. Nothing shall be concealed before inspection and approval. SITE WORK (EXCAVATION - GRADING - PAVING) 21. Call before you dig. See Call Before You Diq handout. 22. No activity in any public right-of-way is approved by building permits. Right-of-way permits are required by the Town Public Works Department. (Greg Sievers) 970-577-3586) 23. Driveway retaining walls shall be inspected and approved by Designing Engineering with written & stamped statement to be filed and approved by the town Public Works Department prior to TCO or CO. Driveway paving and retaining walls shall not encroach neighboring property or violate provisions of EVDC. 24. A vehicle tracking pad is required to protect the public right of way. 25. A grading permit is required prior to any site work, unless a building permit has been issued. 26. The limits of site disturbance shall be properly maintained. 27. Erosion, whether by wind or water, shall be controlled and maintained by the proper use of silt fences, straw bales, rip rap or other approved means. Storm water control and sediment control shall be the owner/builders' responsibility and shall not affect adjacent properties. 28. Site housekeeping (litter, dust, materials, etc.) shall be properly maintained throughout the span of the project. This includes mitigation of soil erosion/dust pollution created by water and wind. It also includes mud and debris in the Public right-of-ways. 29. Stock piling of soil shall comply with property line and Right of Way requirements, per IRC 30. Water service inspections are required. 31. All underground water service piping shall be Type "K" copper, minimum 5' deep. 32. Water service taps shall be installed or inspected by the by Water Department per their policies. For more information contact Cliff Tedder at 970-577-3622. 33. Sewer service inspections are required. The Dept. of Building Safety shall inspect and approve the building drain to and including the cleanouts outside the building. 34. The Sanitation district shall inspect and approve all building sewer outside of structures. An appropriate signature approving compliance is required on the Town permit inspection card. Sanitation districts have their own rules and \\Servera\Cornrn De \ABoilding\REVIEWS\Pre-Con Meetng\Resiciential Pre-Con12385 Arapaho Road dor; Page2 regulations and compliance is required, i.e, schedule 40, no glued fittings, etc. See their connection contract for specifics. 35. All irrigation systems require inspection of backflow prevention complying with 2003 IRC. FOUNDATION 36. A Setback certificate sealed and signed by a Colorado registered land surveyor is required prior to placing foundation walls. Provide original stamped letter in permit package. Information provided will include actual measured distances. 37. An Elevation certificate sealed and signed by a Colorado surveyor is required prior to placing foundation walls. Information provided will include actual measured elevations. 38. Mini u 6" is required fram finished grade to top of foundation. 39. Provide Uffer Ground(s), minimum #4 copper, 20 feet in footing, tied to reinforcement and long enough to reach disconnect without a splice. Or, a minimum #4 reinforcement 3 feet horizontal and 3 feet vertical tied to reinforcement. 2002 NEC 250.52.3. Uffer ground shall be inspected at foundation inspections. 40. All foundation anchor bolts shall be installed maximum 4' o.c. or as approved plan. 41. Timed concrete inspections may be requested, and shall be provided within a two-hour window (+/- one hour). Rebar must be in place 1000/0. Grade must be established on forms 100%. Wall forms need not be installed 100% for inspection. 42. Thickened slabs and pads that have interior bearing points require inspections. 43. Damp proofing/waterproofing of foundations is required arid shall be inspected. 44. Foundations enclosing habitable space require subsoil drainage systems, per IRC; and are considered part of the foundation system design. Subsoil drain water shall not discharge into the public sewer system. Inspections of the subsoil drain are required. 45. Radon mitigation systems are optional, but require inspection if detailed on the plans. 46. Provide positive drainage away from all buildings. Site conditions may warrant the need for waterproofing. 47. Do not backfill against foundations and retaining walls until all supporting slabs and/or floor framing are in place and securely anchored or until adequate temporary shoring is installed. Shoring details on stamped plans will be strictly adhered to. ENERGY 48. A sill sealer is required per IRC N1102.1.10 Air Leakage to limit uncontrolled air movement. 49. Sources of air leakage (infiltration and exfiltration) are to be sealed to limit uncontrolled air movement per lRC N1102,1.10. i.e.: weather stripping attic accesses, caulking exterior wall penetrations, etc. STRUCTURAL 50. Notching of LVL's require engineering. IRC 502.8.2. 51. Construction shall be adequately braced to resist all loads, including wind. This includes temporary bracing. \\ServeralComm Dev\Building\REVIEWS\Pre-Con Meeting\Residential Pre-Con2385 Arapaho Road,doc Page3 52. Provide squash blocks at all concentrated load po nts, per IRC. 53. Truss specifications, wet stamped and signed by a Colorado Registered Engineer shall be provided at framing inspection, unless requested sooner. Truss specs shall include but not be limited to, design loads for top and bottom chords. minimum bearing requirements, required bracing, uplift reactions, minimum fastener/connector requirements, etc. IRC 502.11.4 54. Proprietary engineered components shall comply with the more restrictive requirements either from the manufacturer or engineer of record. 55. Top cords of trusses shall be continuously sheathed, including all over frarning. 56. Trusses shall not be point loaded. (Roof over -frames, rafter supports, etc.) 57. Trusses shall be laterally blocked at all bearing points. (Admin. Policy — wind) 58. Field aiterationsimodifications to pre-engineered components require job specific and component specific engineering, by the Truss Manufacturer and/or Structural Engineer. 59. All joists, rafters, and trusses shall be laterally blocked at bearing points to prevent rotation. IRC 502.7 (Admin. Policy — wind) 60. All roof framing members shall be connected to resist uplift. Truss clips shall be listed for their use and installed per their listing, 61. Roof over -frames require minimum 2 x sleepers. 62. Roof look outs shall be connected to resist uplift at exterior bearing wail. Start at lowest point and secure at 48" o.c. maximum up the rake. 63. All wall bracing shall be installed per the approved plans and require inspection. 64. All glazing shall be Installed prior to Rough Frame Inspection. 65. All hold-downs, straps, etc. shall be inspected prior to concealing. 66. All welders shall provide a copy of AWS Certification. 67. All fasteners into ACQ treated wood must be of an approved type. 68. Framing Inspections shall not be provided or approved prior to all other rough inspections. ELECTRICAL 69. All electrical contractors and their employees shall comply with licensing and permitting requirements of Colorado Revised Statutes (CRS) Title 12, Article 23, and shall carry their pocket cards with them on the job site. 70. Electrical permits and inspections are the responsibility of the Colorado State Electrical Board, Department of Regulatory Agencies. (Dave Cearlock 970-577-3589). 71. The State Inspector approving the electrical installations shall sign the Department of Building Safety Inspection Card. \lSeivera \Comm Dev\i3uilding\REVIEWS\Pre-Con Meeting\Residential Pre-Cori2385 Arapaho Road.doc Page4 72. The Estes Valley Development Code (EVDC, 7.9) regulates all exterior lighting. See Planning Department review comments. 73. On metallic water service pipe, the electrical bonding jumper shall loop the water meter. 74. Uffer ground shall be inspected at footing and foundation inspections. Inspections and approvals of ough electrical systems are required prior to requesting a framing inspection. PLUMBING 75. All plumbing contractors and their employees shall comply with licensing and permitting requirements of Colorado Revised Statutes (CRS) Title 12, Articles 58, and shall carry their pocket cards with them on the job site. 76. All installers of proprietary flexible tubing products ("Gas-tite", etc.) shall carry their pocket certifications with them on the job site. 77. All backtlow prevention shall comply with 2003 IRC, and shall be approved by the Town of Estes Park Water Department. (Don I-lolbeck 577-3625) 78. Plumbing fixtures shall be protected by back -water valves per 2003 IRC. 79. Provide ABS and PVC mid story alignment straps, per installation standards. 80. All plumbing pipes shall be properly supported. 81. Paint ABS and PVC VTR, per installation standards, 82. Approved sealants shall be listed for their use and installed per their listing. 83. Air admittance valves require approval prior to installation. 84. The Town on Estes Park Water Dept. has specific installation standards and requirements for water service meter installations. See Water Meter Installation handout. 85. Town water pressure exceeds 80 psi. Approved PRVs are required on all water service installations. 86. System piping shall be thermally insulated, in accordance with 2003 IRC See System Piping handout. 87. Inspection and approval of plumbing systems are required prior to requesting a framing inspection. GAS PIPING 88. Per local amendment, all gas pipe contractors / Installers shall be pre -approved by the Chief Building Official. 89. All gas pipe systems require sizing. include materials, dimensions, appliances, BTUs, etc. 90. All gas pipe materials shall be listed for their use and installed per their listing. 91. All installers of proprietary products ("Gas-tite"„ etc.) shall carry their pocket certifications with them on the job site. 92. All exterior gas pipes shall be listed for exterior use and shall be properly protected from corrosion. \\Senrera\Cornm Dev'BuOding\REVIEWSTre-Con Meeting\ Residential Pre -Con Arapaho Roaddoc Page5 93. All gas pipe shall be pressure tested and inspected (min 15 psi). A Town Affidavit rnay be used for emergencies and limited installations, at the discretion of the Chief Building Official. (Admin. Policy) 94. Inspection and approval of gas piping systems are required priorto requesting a framing inspection. MECHANICAL 95. Provide listings, manufacturers' specifications, and installation and operating instructions for all mechanical and fuel -burning equipment at the time of rough and final inspections, unless requested sooner, 96. Clearances to combustibles shall be per the equipment listing. 97. All equipment and appliances shall be installed per theft listings and the manufacturer's specifications. Installation instructions and other applicable documents shall be available for all inspections. 98. All duct work shall be properly supported and sealed. 99. During construction, duct systems shall be protected from entrance of di , construction debris and dust. Local Amendment to M1601.3.9. Permanent forced air furnace can not be used for temporary heat. 100. Ail materials exposed within plenums shall comply with 2003 IRC. 101. System piping shall be thermally insulated in accordance with 2003 IRC. 102. Inspection and approval of mechanical systems required before framing inspection. ROOFING 103. Ice & Water shield shall be installed on pitches less than 4/12, and per the approved plans. 104. Roof coverings have a required fire classification, 105. Roofs shall be protected from the weather prior to installing insulation, 106. Roof coverings shall be installed, inspected and approved prior to stocking or installing drywall. R701.2 1 07. Roof coverings shall be installed for high wind, per the Manufacturer's instructions. 108. Mid -roof and final roof inspections are required. 109. Mid -roof inspection and approval of roof coverings are required before framing inspection. GLAZING 110. Provide safety glazing at all hazardous locations, per IRC R308.4 111. U-factors shall conform to Energy Compliance documentation, See Energy Compliance Documentation. 112. Inspection and approval of wall flashings required before or with framing inspection. 113. All glazing shall be installed per the manufacturer's installation instructions and prior to installing insulation. 114. U-factor stickers and manufacturers installation instructions to remain affixed to glazing until after inspection. \\Servera\Cornrft Dev\Building\REVIEWS\Pre-Con Meeting\Residential Pre-Con\23 5 Arapaho Road.doc Page6 115. See exterior veneer for water resistive barrier requirements. 116. All glazing shall be installed prior to Rough Frame Inspection. INSULATION 117. Insulation shall not be installed until the building interior is protected from the weather by water resistive barriers on the entire building envelope. Said barriers require inspections. 118. Insulation inspections are required. 119. Energy Code Compliance is required. R-Values shall conform to Energy Compliance Documentation. 120. Loose -fill insulation is not an approved material for use as fire -blocking, unless specifically listed as such. 121. Rigid board insulation shall be protected from UV rays and physical damage. 122. Irlspecfion and approval of insulation required before drywall installation. 123. All foam plastic insulation requires a thermal barrier. GYPSUM BOARD 124. Gypsum board inspections are required prior to mud and tape finish, 125. Horizontal installations for gypsum board are per gypsum standards / specifications. 126. 5/8' or ceiling board is required on ceilings with framing members spaced more than 16" 0.C. 127. All gypsum products exposed to the weather shall be listed for such use. 128. Gypsum board shall not be stocked or installed prior to roof and wall coverings being properly installed, inspected and approved. R701.2 129. Penetrations through fire -resistance -rated construction shall be properly protected. FIRE -RESISTANCE -RATED CONSTRUCTION 130. Fire Blocking inspection and approval required before or with framing inspection. EXTERIOR VENEER 131. Minimum 6" is required between grade and top of foundation, 132. nspection and approval of Water -resistive barrier/flashings (window/door) required prior to installing exterior veneer or interior insulation. 133. Water -resistive barrier to cover the entire wall, shingle effect and per anufacturer's instructions 134. In progress stone/masonry veneer inspections (paper, wire, etc.) are required. 135. Exterior foam insulation systems, stucco and stone veneer to be installed per Manufacturer installation instructions, certifications as required, and inspections. Instructions to be on site for inspections. 136. All veneer shall be installed per manufacturer's installation instructions. \\Servera\Comrn De \ABuilding\REVI 1Pre-Con MeeOng\Residential Pre-C 02385 Arapaho Roaddoc Page7 137. Manufacturer's installation instructions shall be available for all veneer inspections. ADDITIONAL INSPECTION INFORMATION 138. Inspection requests shall be made by 4:00 p.m. the previous workday and must be made by the contractor performing the work. Provide contractor name and Town license number, job address, permit number, and type of inspection. Include a phone number where you can be reached, 139. Partial inspections requests are acceptable (by unit/room, by trade, by floor, by area, etc.), 140. Inspection requests can specify AM or PM, but will not he guaranteed, except for concrete. 141. $100 re -inspection fees may be assessed if work is not ready for inspection or previous corrections have not been made. Subsequent inspections shall not be provided until re -inspection fees have been paid. 142. $100 re -inspection fees may be assessed if a clean site and safe access are not provided for inspections. Inspection access (housekeeping, trenches, ladders, scaffolding, etc.) shall be compliant with OSHA requirements. Subsequent inspections shall not be provided until re -inspection fees have been paid. 143. Nothing shall be concealed before inspection and approval. 144. Note: The permit applicant or the designated agent is responsible for coordinating WI work. \1ServeralComm„Dev\Building\REVIEWS\Pre-Con Meeting\Residential Pre-C n 85 Arapaho Road.doc Pagel COM ERCIAL/RESIDENTIAL FIXTURE UNIT VALUES (New Commercial/Residential Construction, or Commercial/Residential Remodels) OWNER NAME: /4 CONTRACTOR NAME: „3„,?4:"..C.:-.....,e,'?„-?,(1/7...„, 7; PHYSICAL ADDRESS (Lot, Address) , MAILING - ..... ..... FIXTURE TYPE DEMO * EXISTING ROUGH -IN NEW TOTAL # X FIXTURE VALUE Bathtub & Shower Combo - x 8 = Bathtub only I - Shower only - Drinking fountain (cooler) Drinking fountain (public) Kitchen sink rbleg (-tow TEL: ,e x 4 = x 4 = x 1 = x 2 = x 3 = Lavatory 1101i - x 2 Laundry trays x 3 = Service sink x 3 = Urinal, pedestal flush valve x 35 = Urinal, wall or stall x 12 = Trough (2' unit) x 2 = Water closet, flush valve x 35 = Water closet, tank type 1 - x x 3 = Dishwasher x 4 -= Washing machine f x 5 = Hose bib zrn x 6 = Other: () Other: A field erespection by IVVater Departertent personnel is recto ired o verity e.x.istingrdemo tbritures. BEFORE arwv work begins,. Total number of fixture units: Comments: DO NOT WRITE BELOW THIS LINE: FOR OFFICE USE ONLY X $ per unit = Total amount due BY: DATE: WATER DEPARTMENT, TOWN OF ESTES PARK \\Sexy era \,,eornriLriev\ attilding \.Forms'Narious Forms \ Fixn.tre Jnt Value Sheet- revised 7x1oe. Revised 9123/08 CB ck Sof Project Title: Litherland Residence Energy Code: Location: Construction Type: Glazing Area Percentage Heating Degree Days: 2003 IECC Estes Park, Colorado Single Family 19% 7944 Construction Site: Arapaho Road Lot #5 Blk A Arapaho Meadows Phase #1 Estes Park, CO 80517 0 p 0000,0 01011000iill1111111000 00011111111110101 1111111111111111111111111000101101 ar V .sion 4 fi Owner/Agent: Robert & Nancy Litherland 10082 Nicole Dr Brownsburg, IN 48112 317-858-3587 1111111111111. .jjtjtgrittiIti"'"tliIllIlltjiji,iojjjjj0000 Designer/Contractor: Jeff Moreau Dallman Construction Co, Inc. 211 4th street Estes Park, CO 80517 970-227-5871 jeff@dallmanconstruction.com 01 0 „ 000111111 I 1001101110000001111110 1111111111111111111111111111111 11,11110;11,011,111,1000 11110.00010 Compliance: 13.9% Better Than Code 1011 loop 011111 110111111111 II Maximum UA: 628 Floor 1: All -Wood Joist/Truss Over Unconditioned Space Floor 2: Ali -Wood Joist/Truss Over Unconditioned Space Wall 1; Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Wall 2: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane with Low-E Door 3, Glass Ceiling 1: Cathedral Ceiling (no attic) Ceiling 2; Flat Ceiling or Scissor Truss Ceiling 3: Flat Ceiling or Scissor Truss Furnace 1: Forced Hot Air 92.1 AFUE Your UA 541 1970 320 2677 440 114 72 448 36 18 976 994 320 19.0 30,0 19.0 0.0 0.0 0.0 19.0 0.0 38.0 38,0 38,0 0.0 0 0 0,0 0:340 0.280 0.350 0.340 0.280 93 11 123 150 32 25 24 12 5 26 30 10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4,2,1 and to comply with the mandatory requirements listed in th RESchec Inspection Checklist. iiri7/647/44/tif efil41204"/"' Name - Title Si Date Ot0,0,10,0 t Project Title: Litherland Residence Report date: 12/05/09 Data filename: C:\Documents and Settings\MG OwnerlDesktop\DCCI Current JobsILITHERLANDlitherland Res. check 11 11' an u Ceilings: Ceiling 1: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: j Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: LI Ceiling 3: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above -Grade Walls: LI Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: LI Wall 2: Wood Frame, 16''' o.c., R-19.0 cavity insulation Comments: Windows: LJ Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0,340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: LI Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: LJ Door 1: Glass, U-factor: 0.280 Comments: LJ Door 2: Solid, U-factor: 0.350 Cornments: LJ Door 3: Glass, U-factor: 0.280 Comments: Floors: LJ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R.19.0 cavity insulation Comments' LI Floor 2: All -Wood Joist/Truss:Over Unconditioned Space, R-30,0 cavity insulation Comments: Heating and Cooling Equipment: Ll Furnace 1: Forced Hot Air: 92.1 AFUE or higher Make and Model Number: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials, If non -IC rated, fixtures are installed with a 3" clearance from insulation Project Title: Litherland Residence Report date: 12/05/09 Data filename: C:Documents and Settings\MG Owner\Desktop\DCCI Current Jobs \ LITHERLAND \Litherland Res. check 1 Cr' !In 4 Skylights: Li minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: 11 Installed on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: L j Materials and equipment are installed in accordance with the manufacturers installation instructions. u Materials and equipment are identified so that compliance can be determined. u Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided, u Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. u Insulation is installed according to manufacturers instructions, in substantial contact with the surface being insuliated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: u Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. u Return ducts in unconditioned attics or outside the building are insulated to at least R-6. u Supply ducts in unconditioned spaces are insulated to at least R-11. u Return ducts in unconditioned spaces (except basements) are insulated to R-2, InsulationInsuIatiori is not required on return ducts in basements. LI Where exterior walls are used as plenums, the wall is insulated to at least R-11, J Li Duct Construction: Duct connections to flanges of air distribution system equipment are sealed arid mechanically fastened. All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: u Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: u Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integralheat trap or is part of a circulating system. • Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 11 Circulating hot water pipes are insulated to the v s in Table 1, Swimming Pools: Li All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources Pool pumps have a tome clock. Heating and Cooling Piping Insulation: u HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Litherland Residence Report date: 12/05/09 Data filename: C:\Documents and Settings\ 0 er\Desktop\DCCi Current Jobs\LITHERLAND\Litherland Res. check Table Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Temperature (fr) Non -Circulating Runouts Circulating Mains and Runouts Up to 1" Up to 1,25," 1,5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 1140-169 0,5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2 Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Range(F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less Heating Systems Low Pressure/Temperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) 1.0 0.5 1.0 0.5 1.0 1 5 1.0 1.0 0,5 1,0 1.25" to 2.0" 2.5" to 4" 1.5 1.0 1.5 0,75 1.5 2,0 1.5 2.0 1,0 1.5 Project Title: Litherland Residence Report date: 12/05/09 Data filename: C,\Documents and Settings\ MG OwnerlDesktop\DCCI Current Jobs\LITHERLAND\Litherland Res. check A A CONTRACTOR / SUBCONTRACTOR TOWN BUSINESS LICENSE AFFIDAVIT Applicant Name: f f Moreau Business Name:Dallman Construction Company Inc. 211 4th street Estes Park, CO 80517 Mailing Address:_ ' Phone Number: 910-227-5871 Address of Project: Lot 4*5 1311c A Arapaho Meadows Phase #1 Type of Project: New single Family Residence Please list the required information for all contractor/subcontractor, who performed work/services for the above ro . Business Name Contact Name Complete Address usiness License # 614 402 1423 239 Fairbanks Excavation Mountain Concrete Bill Fairbanks Scott Miller Box 2343 Estes Park, CC 80517 Box 2781 Estes Park, CO 80517 Independent Plumbing Solutions- Fiske Electric Dan Ormesher Ryan 1807 Valley Forge Fort Collins 1023 S. Lincoln Ave. Loveland Northern Colorado Air Thermal Concepts Griff Mike 1823 E. Harmony Ft. Collins Box 270066 Ft. Collins CO 594 016 Walker Drywall Spaur Painting Steve Scott _ Box 584 Windsor, CO 80550 Box 1435 Estes Park, CO 80517 917 418 Apex Roofing Loveland Design Kevin Diane 1047 Sutton In Estes Park, CO 360 S. Lincoln Loveland 80537 658 899 Dallman Construction Jeff 211 4th street Estes Park, CO 099 I certify that this Affidavit represents a complete list of contractors/subcontractors who provided work/services on the project described above, and I understand that Final Inspection or Certificate of Occupancy will not be issued until all contractors/subcontractors listed above have acquired a current Town of Estcs Park Business License. Applicant's Signature: RETURN COMPLETED FORM TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Initialed By: Town Clerk: Date: Building Official: Date: 6/14/02 1692 B' Thompson )1 venue, Suite 200 1 Park, (Tolorado ()70). 5S(i-2458 Fax: ()70) 586-2159 11:NGINE;EFIING & SURVEYING, INC. December 14, 2009 Estes Park Building Department Town of Estes Park PO Box 1200 Estes Park, CO 80517 RE: 2385 Arapaho Road, Estes Park, Building Permit # 8839 Dear Carolyn: Following please find responses to your plan review question for 2385 Arapaho Road, Litherland Residence. Lot 5, Block A, Arapaho Meadows Subdivision Sheet 3 Main Floor Framing: 2. (2) 1-3/4" x 14" LVL ridge beam is recommended between the entry and patio and supported as shown on the revised Shear Wall Design, The beam is to be carried on the gable end of the porch as shown in Entry Porch Gable Detail. 3. The two GluLams spanning from the front entry to the patio, supporting the GR ridge beam, should be up sized to 5-1/8" x 16-1/2" GluLams, Sheet 6 Sections: 1. See Detail B Connection for GluLam Beams in Great Room. No items beyond those specifically mentioned above were reviewed, If you have any questions, please do not hesitate to contact me, Sincerely, Corner* 31 Michael TO.0.44:!..,:\,, Principal ng & Surveying, Inc, Kr:IL/I, .1 I L 0 I ID L rrz rl Goo-e-zo-e" :]13.0 310 :8'AN0IS:30 :SS3a0Cd aouaprsed puoHroHAHi aHl1000 uot4on34„suoo uowIL0.0 :d3,rdUiSTID CY: CID ort Ltr ra C.0 CCDJ r::LL „Cr, 0 LED > rrrLr Lc, z 'dr; r cro orrr rrr) CL JD L Lrr LDJ CJJ 0, , CL CC LL,I Lrr Crr rrrr) L rr,Li Lca 235 Ampaho ko:R.1 12.- 9-09 4:05pm ROSEBURG 1 of 1 L0113,0111a 110110 ,1 51)04. N1,110E01, 1).,1111),1010 1/09 Member Data Description: GR Gable fildr Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0,00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/240 live, U180 total i Snow Load: 50 PLF Deck Connection: Nailed Member Weight: 8.3 PLF Filename: 2385 Arapaho Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Point (LBS) 3 3.00" 5 4598 Live I — ---/ 6 6 0 a 6 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000' Wall 3,000" 1.500' 3127# 2 6" 1.750" Wall 3,000" 1.500" 3127tt Maximum Load Case Reactions ihpiiiiiiiii posa Inants L.), 1 0110:061 10 Ck0orig r-,10011.K.10ti Dead Live Snow 1 828# 2299# 154# 2 82811 2299# 154# Design spans 61 '750" Product: 1.8 RigidLam LVL 1-3/4 x 9-1/2 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9499.1# 11745:# 80% 3.07° Total load Di L Shear 3109.# 6318.# 49% 5.53' Total load DfL Max. Reaction 3127.# 7350.# 42% 6.15° Total load D+L TL Deflection 0.1151" 0.4097" I/640 3.07' Total load D÷L. LL Deflection 0.0853'' 0.30.73" L/864 3 oT Total load Control i Positive Moment 0()Ls: Live.100% Snow=115% Rool=125% Wind., 133% Manufacturer s installation guide MUST be consulted for multiiply connection details and alternatives —rnansoni o, atilrotid ati .tihon the monbe ii,iiiiiiiii..Toivii kti qsanTed n).,.,vpf ns SO -PI A ptiAti.,01mirtieS are 110005,0,10,ti 0111100 re547.0000 55,nti50 co,,,,,,,,,,C)1982005 by 1(000-000, Enterr0150ti LLC ALI 151(0,1 TS HE SE Vin,F1) 10-or ff,titil ti;ti,Jr, 00 910dtiF Shown on sss apn,Ang 0,e010, 001.41(Abf 0 l'1,,,,cr,,irlTna toi Oka:, 10050101q Cpndainkas nnn Spans 41100 00 1111$ titil,e1 100 005tiy11.110til 0, re,t1t01.tiOd by a Cbtia11.1110/ 04051r0504 0450,r, s a, sk n atistirti0tiiMItivi srstaaason 000,0110(110 Ilne 1011,111111:100,ti1 ti SF.pe01f110a110005, 2385 Arapaho Road 12- 9-0( 4:06prn ROSEBURG 1 or 1 I,, Id,. 1014 Ite.unLionc LThc,i, N6k.1i,11, i ),;,616,,, Piig Member Data Description; Entry Door Hdr Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: U240 live, L/180 total Snow Load: 50 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: 2385 Ara aho Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Point LBS 3 9.00" 1853 5735 Live 7 6 0 0 1 7 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0.000" Wall 3 500" 1.585" 3884# -- -- 2 7° 0.750" Wall 3.500" 1 585" 3884# Maximum Load Case Reactions used lor arP,Peng r-,001(I 1,(id', (Or Pule IcKiPisi to EP,Ong rll) Dead l Live Snow 1 1016# 2868# 177# 2 1016# 2866# 17711 Design spans 7' 0,750° I Product: 1.8 RigidLam LVL 1-3/4 x 11-7/8 2 ply Component Member Design has Passed Design Checks:** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13556:# 17846.# 75° 3 53' Total load D+L Shear 3859.# 7897.44 48% 0,01" Total load D+L Max, Reaction 3884.# 8575.# 45% 0" Total load D4L TL Deflection 0,1110" 0 4708'' U763 3.53' Total load D+L LL Deflection 0,0827" 0,3531" 1J999+ 3,53" Total load L Control Positive Moment DOLsi Live=100% Snowr115% Roofr,ii12.5`Viii vVind=133% Manufacifuren5 instailabon guide MUST be consulted for mull ply connection detains and alternatives ,', ji/i et ''(, —Pas:sops.; os P1e1lu led pis I, rICOI( (Ilk III,OlIMI Inglimnpoing 45 Ill' L.LIIII:i IC, OirlOvE0 i51161:1,(12511(1 API Of OCII(CI ORO IFOI ((i1,4 tI0e(ilarkt.,01 AVICIY (eSpeCINC OWIIir(6 .';' JACO ' COPyrIqtri (Op 1I)Firkp2C,C5 fq '<Horan, Entempsns P..LC; ALL RPGP-ITS RESERVED MO( (10(151 15ea(11 Orr glIC1(I1( 55C(01( 01, ItlIOI Ilcil(A,g pp Peens appgretle nOPP.nvgn Cril(60-1 lor Loads Loading Corn -fowl is aICI 5I(IIPIS Ilsond on Pins stmat The dtpsgpop PIIPPS( lOO ,,NWied by a cp,a611k10,,sruroil CAT CW41 (:ISSIIIIVIS 53ro-JP:11,cl ingialllaing 1 OCCIIIIilulg liI ihe MIVILdaCIAJIOT 5 IIII0CAIIITI11.101IS 23X5 Arap,.(11)() Ri(t 12- 9-(I) III 14(mn ROSEBURG Member Data Description; FP Header Member Type; Beam Application: Roof Lateral Bracing: Continuous Top Slope. 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/240 live, L/180 total Snow Load: 50 PLF Deck Connection: Nailed Member Weight: 10.5 PLF Filename: 2385 Arapaho Other Loads Type Trib, Dead Other (Description) Begin End Width Start End Start End Category Point (LBS) 2' 0.00" 1191 3416 Live 21111%$$ISSiltlittligUltlitiS%111\111tIttlitill i Al, 11110111611111%"! 4 0 0 CO .. ......... 4 0 0-- —"-- --- 71 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 00.000" Wall 3.000" 1.500" 235044 -- 2 3' 7.750" Wall 3.000" 1.500" 23504 Maximum Load Case Reactions 1.1:',/ spfj(y rq I.orlIfOkIK {C., firIP 10A,V,11(+1,rryni.kirontwrs Dead Live Snow 1 6424 17084 914 2 6424 17084 914 I Design spans 3' 7./50" Product: HF #2 2 x 12 3 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. ... Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4241.'# '7732.'# 54% 1.82' Total load D+L Shear 2326.# 5062.# 45% 0%01' Total load D+L Max, Reaction 2350.# 5468.# 42% 0' Total load D+L ILL Deflection 0.0086" 0.1823" U999+ 1.82' Total load L TL Deflection 0.0117" 0.2431" L/999+ 1,82' Total load D+L ControP Positive Moment DOLs' Live=100% Snow= 115'76 Roo1=125% Wind=133% Design assumes a repetitive member use increase in bending stress, 15 % This member has been designed in accordance with NDS 2005 i Af4 woo.hro rlelITION Artl I, ildVilltifk% r11 tho, rOLfY, IN, CWIC, P' k 1 r 1111 11111 Yr,410 lO114,44 2 I-175 try Kerr.* EmiNpr,,ps I r.0 ALI, Fil,,,ITS FiFSLRVEC —1,E16,151f.j, E POI t r1+10 AS MILT, th,10,1t,er NW 11$1 I NOMP, nr rder °Mown o, iho., Ofmovw,q rr <14, nvp0frr;dIM .1e....,A1ir, C., r (•:I NI kkr I wick', LOarloN CoJVIt1,010f 6 ,Irld Sp6lIS VIL.led f1,1011S .41,,r1 C' ht: OC.,^Vg, rrus rw, r n.,,,,,v,t1, Ly a t111[1h.,43 ..i,,q19C1 04 OP,Ryl P,OfeS",,Inal el, F,..quIrtyd km ; pf Dy,11 Th..s, t1,,;,,,n1.11 A,S1.119,e, e.:LKILIC1 tr6taAl0to411 •Accort.91,11._Ni 0he nraokof,w.1,Jrayr s s OCIICAtitlADS 2i85 Arapaho Road 12 •;.01) 2: l9pin ROSEBURG IK,,n f 9e,1010) 1 n1,11, kini.li`,1Ent 11001.... I VIA, 11s.... Member Data Description: Library Hdr Member 'Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 90 PLF Deflection Criteria: L./240 live, L/180 total Snow Load: 300 PLF Deck Connection: Nailed Member Weight: 7.0 PLF Filename: 2385 Arapaho EIVSR11111""riSrtrigilltattrin%Pt ONSWINIIIM!" ..—„„,. 6 6 0 0 6 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift -- 1 0" 0.000" Wall 3.000" 1.500" 1220# 2 61.750" Wall 3,000" 1,500' '1220# ,... Maximum Load Case Reactions ,i (or ,,priy," pond 44nns Or hue lood,) ro c....,1-14pini rrINTII4srs Dead Snow 1 298# 922# 2 298# 922# Design spans 6' 1 750" Product: HF #2 2 x 12 2 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord, Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1874 '# 5155:# 36°/Q 3.07" Total load D+S Shear 848.# 3881.# 219/0 0.92' Total load D+S Max. Reaction 1220.# 3645.4 33°,, 0 'rotal load D+S LL Deflection 0.0208' 0.3073' L/999+ 3.07' Total load S TL Deflection 0 0275'1 0.4097" L/999+ 3.07' Total load D+S Contra Positive Moment DOLs Live,i100%, Snow=115% Roof .125% Wind 133% Tnis member has been designed in accordance with NOS 2005 n NI OPI'v,11, I r1.01C,5 ,tre Iva Mars, St 11,nn n.N.n.ntwe 0.onnnns , • , , , „ , „ , _ , , , 1....,,POghl 0-11,48'nin,l.r. by Key Inil4 Eim,il„ii, LLi-., ril..L. 1-#A,3h1To FiF,,Fri iES ''Pa,S,119 tC d017,,,1 3, ,Olen Inn trRnilre, ll(o[ 10,til t,,,,illt V), tyr,{,ir nnovn on Ilins Ofinnny merSI<>. Ai/1146,11,in denlylnns:n4 n`H Loads, Loniciing COrnInons ,And Spans 1,1.1 011 th0, $rlpfflt { iM ,I,Slqi, 11,01,s1 bi, ,PwitHrved by a qth-inf Irn1 clUerrON.el OP n4s,,Agn 1 Votcnnunall '4,0,4ort,h ,J1 30,0^., Al Tn,5,14.11.j..ri 0:.%11.71,,,ti produni fnstol,Sittfbn aCCUrc10,14 VD Ihe r,antifacture, ,4 Spacsf[cAll(nnS - 2385 Al ap,ilio Road 12,16-09 I 0:22‘un ROSEBURG 1 or 1 K,,,i,,,,,,,, t Lifilik.",ifill VOW -I i, 4,1, Member Data Description: GR-Patio Upper Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRO 1 Dead Load: 15 PLF Deflection Criteria: L1240 live, L/180 total Snow Load: 50 PLF Deck Connection: Nailed Member Weight: 5.2 PLF Filename: 2385 Arapaho Other Loads Type Trill, Dead Other (Description) Begin End Width Start End Start End Category Point (LBS) 50.00" 0 5430 Live _ 3 0 0 0 0 --•;' 3 G 0 0 3 0 0 g to o 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0.000" Wall 5.000'" 1.500" 85# -4624 2 3' 1.875" Wall 3 SOO" 3.014" 3692# — 3 6° 7,875"' Wall 3.500" 2.381" 2916# -- 4 9' 3.750" Wall 5.000" 1.500°' 69# -526 Maximum Load Case Reactions LAtal Ice ipp,,,,9 V MI lurt,15 (cx lino Ion+, ) o) c,irrng rnendx,r, Dead Live Snow 1 244 -487# 6 IN 2 764 36164 188# 3 68# 28484 1684 4 20# -5464 494 Design spans 3' 1 875'' 3' 6 000" 2' 7 875" I Product: 1.8 RigidLam LVL 1-3/4 x 11-7/8 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Review gravity uplift reaction force of 463Ibs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 5261bs at bearing 4 and ensure that the structure can resist appropriately, . . Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3161.# 8923,# 35% 4.66' Total load D+L Negative Moment 1563.# 7860,# 19% 3.16' Total load D+L Negative Unbrcd 1563.'# 7860.'# 19% 3.16' Total load D+L , Shear 3145.44 3948.# 79°/0 3,17' Total load D+L Max. Reaction 3692.# 4747.# 77% 3.16' Total load D+L TL Deflection 0.0096" 0.2333" U999+ 4.73' Total load' D+L LL Deflection 0,0095" 0.1750" U999+ 4.'73' Total load L Contro]' Shear DOLs. Lo.re=100N Snow.115"-!, Reol=125% Wind s,133',4 e A ""PaSthru,j. f. clettfl,K1 n., Attert the ,11f5fltbf,r plot csynna0 a,,,, r,rqur HO I ui ap-JlovaD Th,,,lesp All phut.' r ,k,Clle., ,9et, trtatlemr,k.; eil 11101 r,sper,lIve ONVIIE,r, k C, W1,14 200", bry Kcniroevk FltIPI{rr,,,,,' LLC ALL HI510T2 REVFIVED Illy,, )0,5( tpCikrn 01, ryl 41, $170,, CYO T INS (lf@voft,$; f0P.I., opi kUkt.110 410qr%311e NI tlriA t,,,, lociits Loader vj CAWIllrtul,IS and '..:,.11,6 II0C..1 OH OW, 91V,E T/ v.> C10,oly I 4/11,ASI I.re rk,v I0NN1 by o, quoldwr) rtosr,,61,11 0, rlio;fr n ass,o0,1S 5)f,',11,1 1r IstMlaNUTI accz dour.] 40 ile InO4Iulaellffer , , Ar ,I,..e.* K000,Il000,,,,,o, to \ 235 &dimlio Road ROSEBURG i otoiroo ritioroionl root Ilk tutel lois 1'2.10-09 I th30;im 1 ot 1 Member Data Description: GR-Patio Ildr Member Type: Beam Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Dead Load: 15 PLF Deflection Criteria: LJ240 live, L/180 total Snow Load: 50 PLF Deck Connection: Nailed Fename: 2385 Arapaho Application: Roof Slope: 0.00 / 12 Building Code: IBC / IRC Member Weight: 15,6 PLF Other Loads Type Trib. Dead (Description) Begin End Width Start Point (LBS) 1' 6:00°' 0 Point (LBS) 4' 9.00" 0 Point (LBS) 8" 3,00' 0 Additional Uniform (PLF) 0" 0,00" 1' 6.00" 90 Additional Uniform] (PLF) 11' 6,00" 130,00°' 90 Point (t...BS) 11 6,00" 0 Other End Start End Category 85 Live 3692 Live 2916 Live 300 Live 300 Live 69 Live 13 0 0 0 1300 Bearings and Reactions Location Type input Length Min Required Gravity Reaction 1 0° 0.000" Wall 3,000" 1.500" 42044 2 12' 7 750' Wall 3,000" 1.500" 39774 Gravity Uplift -- -- Maximum Load Case Reactions Used hrr ,,t1phylirrg pgunt loads (or M., 1,,,,1,1 rin car ryung 00n11,174, Dead Live Snow 1 3134 3892tr 3164 2 3134 36644 316# Design spans 12' 7 750" Product: 1.8 RigidLam LVL 1-3/4 x 11-7/8 3 ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading' Positive Moment 16611.°# 27840.14 59°7. 4.57' Total load D+L Shear 3788.# 11845.# 31% 0 01' Total load D+L Max. Reaction 4204.# 11025.# 38% 0' Total load D+L TL Deflection 0.3516" 0.8431" L/431 6.321 Total load D+L DeflectionLL 0, 3 2" 0,6323" L/451 6.321 Total load Control Positive Moment DOLs Live=.100% Snow,115% Roof' 125% Windom133% Design assumes a repetotive member use increase in bending stress 4 Manufacturer's installiation guide MUST be consulted for multoopVy connection details and alternatives All produgl nar,re5 Taro ITATTEDTATTvhs of th,ir ,.''.pp, Ng uvog.gs nn 4$ / itCgt,,,Hrpri (1-11A9r210, try Keyrndrk FF,U,I.r1,, 1 LC ELL EiTTiTT T S RESERVED 11 /' ,,,' A loil "Patrtnrry 05 09111,,,I as T,TTITTEDTITE IIYHMber flgor [ors? tln,rwr n, yrtler t 4rg01, Ur, IhtS (10i,v1/ 0 11,64:1$ rippt,•?,,Ag 110,;r4,4r1 rrt1,11,-A l'Crr L 0.1, 1?,idIrla C,IIIN.IIIKWIS 1,111 EWA, I rq011 'H ttli$trnet T TTA TJTE,T,TT 1 EATst IA° lEsITSATSII I4 a drrA440r1.1frgnrir,er Or IWS1,40 igratEssA,TTNI as TeT. gored V Allyn. al T Ns OesT° A arsT TATE°, vortufrf ,11',1<irlallOn W`C Drrli nq o TEA r marn441r;Igr et 0'. ,T.vil Tr alTsrus 23:5 Arapho RiNid 12- 2: 19pui ROSE U R G kinRoarni ,IVI'llie ,I 'Y /1,k 11,i14,1,0,, 1411,p1rd,,, ,,,,) Member Data Description: Master Slide Do Member Type: Beam Application: Root Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC; / IRC Dead Load: 120 PLF Deflection Criteria: L/240 live, 11180 total Snow Load: 400 PLF Deck Connection: Nailed Member Weight: 7.0 PLF Filename:, 2385 Arapaho 1111,111211111,151112,111111111119.111,11P111,11,11,1411,11111111111.110.14"11,11 6 6 0 6 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0.000" Wall 3.000" 1.5,00" 1619# -- 2 6' 1.750" Wall 3.000" 1.500" 1819# -- Maximum Load Case Reactions 1.1,,,,d for applying ttylottit littlat, tor Itrie. 1,1.41,t) tO catt'ytruj rmtttobors Dead Snow 1 390# 1229# 2 390# 1229# Design spans 61 750" Product: HF #2 2 x 12 2 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2488.'ft 5155:# 48% 3.07' Total load D+S Shear 1125.ft 3881.# 28°/0 6.14' Total load D+S Max, Reaction 1619.# 3645,P 44°Fo 0' Total load D+S LL Deflection 0.0277" 0.3073" L/999+ 3.07' Total load S TL, Deflection 0.0366'1 0.4097" L/999+ 3.07' Total load D+S Control. Positive Moment DOLs. Live..100% Snovv.115% Roof=125% Wind=133% "This member has been designed in accordance with NDS 2005 All prucluct naNrOs Are trkOHTIa.rks 0 thf:,,r rtttftpeCtly 6', rrArtHrs , ., COPy,1,41,1cc)197,0,2005 try KtPyttmat Enter VISO, LI_C; ALL RYGhli., Pi} bERVED ""PR,Ing Is L1,4,,,,11 M,C41 Me meal be, 11,',3r just 1,J01, or ¢praloy, .M,own oil 411.5 ORawkOng meinri applicalo do..5q, ertleroa for L,mds UJIldIng r;rgiclhOr,,,, 1101(1 Slyt1W, Ilstrti ,DrIIIIIS SIMet -r hri ao5,4r1 rnusl ite revIr;.‘,011 by qL,pit t,d (1,0,1q1la Or vIctsogrt ,rotos,;vor4 as ,..ito,,911 /or approvW ThIS ki,igr att/Strnctt,t,protrit 101 un;104ll;'41,orl'ircurd,ro" lo the mar,d'ar;1141,11 'Ll 5111,1111.05r., R OSEBURG kriNoml. How Sor4. ' N4o,41,d, 0AL4),he 919 Member Data Description: 1 Standard Load: Dead Load: Snow Load: 2385 ,Aropaho Road 12- K )09 2:2 3pm i of I Mas-Bath Open Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Moisture Condition: Dry Building Code: IBC / IRC 240 PLF Deflection Criteria: L/240 live, L/1B0 total 800 PLF Deck Connection: Nailed Member Weight: 7,0 PLF Filename: 2385 Arapaho MIT MCISTarrrinffig 1 tinitriln Mitreittr111111 / 4 0 0 0 4 0 0 earings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0° 0.000" Wall 2.0001 1,643" 19964 -- 1 ,... 2 39.750" Wall 2.000" 1,643" 1996# Maximum Load Case Reactions Iced fry approve) wort roads era lort roudet to earrylreg member, , Dead Snow 1 471# 1525# 2 471# 1525 Design spans 3' 9 750" Product: HF #2 2 x 12 2 ply Component Member Design has Passed Design Checks:*"' Design assumes continuous lateral bracing along the top chord, Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1902,°# 515514 36% 1,91° Total D4S Shear 1014,# 3881.# 26% 3.8n Total load DitS Max, Reaction 1996.4 2430.# 823 0' Total load D+S LL Deflection 0.0082" 0,1906" U999+ 1.91' Total load S TL Deflection 0,0108" 0.2542" L/999+ 1 91' Total load D+S Control Max, Reaction DOLs: Dve MOTa Snowx-115% Root = 125% Wind=133% This member has been designed in accordance with NDS 2005 II r' All rroodueL names are re, ef Ire, resprer eye ampere et,IIIPI k II I . ' Copyrop /Irt 9/2.9-2r/It by Korymark, EketertulMA Lk I ALI I UGH II REIFRUFI , 4 1,1111' "Pasco lu ue defined. as when Ihe member Poor bust 1Y0,011 4.4 veer, grown cet 4,,,, team Irk knee% apptbable desugn c ctorra tort I. pude L oadettr Coodireuts, Ater Spans Wert rto the AhureI P he do:take meet be rebreurea try e rtriallIred doeotnek or threw ' /Totters...31as resLkLred tO()0,,,,d 1 hrs deery asseutee product recta/tab T, acerydep byteck IRry,Afell Lorry s rzetrIpturre 21,85 Arapaho Road I 2- 8-0,) 25plit ROSEBURG 1 “I 1 ,,,,, ,,IfillW,IFIYI ;1e5-10. ; -;[)15;; \Wel WI; ;1511;li;,150 ;1,Y) Member Data Description: Tub Header Member Type: Beam Application: Roof Lateral Bracing: Continuous Top SIope: 0,00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 135 PLF Deflection Criteria: L/240 live, LI180 total Snow Load: 450 PLF Deck Connection: Nailed Member Weight: 7:0 PLF Filename: 2385 Arapaho INIMMUircit$18‘ sigrirt InTiormsstesnumpriattimageMilawirsepl1311111rIMNIMIIMMI 8 0 0 8 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 00.000" Wall 3,500" 1.842" 22390 __ 2 7' 6.750" Wall 3.500" 1.842" 2239# — Maximum Load Case Reactions poot 01,1d.; ,or irle, V,Nil )In 1 Nriyirlq rn,cirlbors Dead Snow 1 53,7# 1702# _ 5:17# 1702# Design spans 7' 6 750'' Product: HF #2 2 x 12 2 ply Component Member Design has Passed Design Checks Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4232.4 5155.0 82% 3.78' Total load D+S Shear 1684.# 3881.8 43% 7,55" Total load D+S Max. Reaction 2238.# 4252 # 52% 01 Total load D+S LL Deflection 0,0716" 0.3781' U999+ 3.78' Total load S TL Deflection 0.0942'1' 0.5042[1963 378' Total load D+S ConVel Pes4ive Moment DOLs: Live=100% Snow=115% Root,,125% Wind- 133' Thus member has been designed in accordance with NDS 2005 All pfodw:t n.ifnw, 5145; 1,10550l1rk5 0; 51,5 655,;5;55155, 05;555 05,5fIghl (4)19n9.404by Kev mar), Ei 00 n H,,, , l LC AL L 1-i!GHT4 RESFRVED "rawry f5 letinFol Hs. w;;;5; I4terr15514;;;5J f 1555 pqb; 1:55a0, 01 crle,, ,,,,,,, ur, 5115 araarl!lu rrlt,,,,.,upplIcaode lil;;;Iqn 1111,551 WO ; ;.;5415 LoadIng coNlalfots aryl Span, l45140 f5lo 5555 51150 4155 ria,,iciri roLt$i ,c, tevlevved by a (44.Itfit d ,J,,,J, (ry (1(=5917 1 pf olesslooal a.,.. rf,{o,l,ed kg' vrav Al 4IN, (1,,Iyol ;.-1,..yle5 prrt Out,' vt,i.i411,,Nor, accoulln9 o ft., tti,vula0a0. turer , 5 .51Cilt5 ';;15.555 Arapaho Road 2 8.09 ROSEBURG 4,oi pm I t ti t 4444)4 so4.1 kfshemsi sole a ',insp., M4h4644414414h4,44 44 Member Data Description: GR Rafter Member Type: Jost Application: Roof Lateral Bracing: Continuous Both Slope: 8.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PSF Deflection Criteria: L/240 live, L/180 total Snow Load: 50 PSF Deck Connection: Nailed Filename: 2385 Arapaho " 11 lir0,11"1 ' ' filli X ' ' UMPI11111,111 40 '1'1°111 ' 111111111hE ) 4 4 1)1,14) 44)S44, la i,\4 Vkl 4,11444 . I ' 1 111 I I iltrIfirr kri 1 12 0 0 co Bearings .4m:1-Re ctIons 12 0 0 Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000Wail 5.500 1.500 7824 - 2 11° 5.875" Girder 1.500 N/A 7824 -- Maximum Load Case Reactions 44i r,44 apply..1 poed loads (rr .1.10.0,9 lomdoying. r.cr.N.. Dead Snow 204104) 574#(28701 2 207#(104p11) 5744(287p09 Design spans 139.688' Actual Length 15' 0.562" Product:11F #2 2 x 12 24.0" 0.C, Component Member Design has Passed Design Checks."' Design assumes continuous lateral bracing for both chords, Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2245 "4 2964.14 7.5°,L, 5.74' Total load D+S Shear 544.4 1941.4 28% 11,48' Total load D+S Max. Reaction 782.4 3341.4 23% 0" Total load D+S LL Deflection 0.2448" 0.6904" U676 5.74" Total load S TL Deflection 0.3330" 0.9206" U497 5.74' Total load D+S Control Positrve Moment DOLs; Livett,100% Snowe115% Hoole125% Wind,133% Design assumes a repetitive member use increase tn bending stress: 15 'tit Thas member has been designed in accordance with NDS 2005 Minimum bearing length requirements at hangared connections depend on the connection style and are not included tn thts design ' All poduet XXXX.X XX IV ad./marks ot Mow rcq,peckrvF, dvd... 9. ) ,,gi,. 7 CopyrIghl (C9.999 2.05 kry Kemal, E.,....... LILO ALL R.dld'IS RESERVED 1 —P0.4119 d; defined a. when the ....b., ...a cd.s. bd... or pr der shown on 9.1. drawg.9 Idle.. apr.cable d.spg...... Eor Loado, Loading Comi.... and Spafid 119... on thls r9'..9 T.. despi rrost e., a r:Nlewod by a qua..cldes99... dos.jr, ih,o644 as rEqiire.i. XX TUX X T.....q.......... pr.ci dos191.0.). duco.i. l'o l'h. coautyldV...! s 5, X1IC09,091$ . kt.11t 1 lotlitottnOttotte :11,1441A, -,, I M,litttIrt% tg I ott At 1 itt IA Y ';(1(pl, 1), 1' '7i9 Pr ' Ovl tt; i"Im,,,,, Btolltrtv, 235 Al argilio Ri gid 12, 009 k 930,iiiii " 1 Or I Member Data Description. GR Gable Bm Member Type. Beam Appfication: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC /IRC Dead Load: 15 PLF Deflection Criteria: U360 live, L/240 total Snow Load: 50 PLF Deck Connection: Nailed Member Weight: 14.9 PLF Filename: 2385 Arapaho, Other Loads Type Trib, Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0° 0,00°' 13' 0.00" 135 450 Live Additional Uniform (PLF) 13' 0.00" 210.00" 15 50 Live L 1 T /-- ---/ 4 0 0 0 71 1200 0 / 5 0 0 / -1 21 0 0 Bearings and Reactions Location Type input Length Min Required Gravity Reaction Gravity Uplift 1 4' 0.000" Wall 5.500' 1.834" 6111# 2 16' 0.000" Wall 5.5001' 1 5001' 24474 ,. Maximum Load Case Reactions UgH, I f ov hpp, y IN rpnInt 10051, liu. IONIS). TO 0 AlryIng 1000 1,116,,,,,, Dead Live Snow 1 15134 4598 -324 2 7954 18524 433t4 Design spans 4' 0 000" (left cant) 12' 0 000" 5' 0.000' (nght cant) Product: 5 1/8 x 12 Rosboro Glulam Arch 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6669.'# 24600.'# 27% 10' Total load D+L Negative Moment 4799.°# 18962.'# 25°,4, 4' Total load D+L Negative Unbrcd 108.'# 109.°# 98% 4' Total load D+S Shear 3111.# 10865.4 28% 4.01° Total load D+L Max Reaction 6111.# 18322.# 33% 4° Total load D+L TL Deflection 0.1151" 0.6000" U999+ 101 Total Oad D+L LL Deflection 0.0884" 0.4000'1 LJ999+ 10' Total load L TL Defl,, Lt. 0.0858" 0.4000" 2U999+ 0' Cants Only D+L LL Deft . Lt. 0.1002" 0.2667" 2L/958 0' Cants Only L TL Deft. Rt. -0.1327" 0.5000" 2L/904 21' 'Total load D+L LL Deft. Rt. -0.1067" 0.3333" 2U9994, 21' Total load Control Negabve Unbrcd DOLs• Livd---100. Snow 115`/, Roof=125% Wincl, 133',, All pr.ttrrt .tiotts new IldriPrrua,rk,,, (Alt,,, ,er4A0tv., r, Ow P,,,,. Copyrqht Gl1rrf-F1.,0n1)5 tav Kflorrxk Enterrs,,sr,,,i iA 0 at 1. 1.Th",)-lIS RESERVED ""Passo9 1S cieh,,C0 35 1,6 ha, rt-,,, 1, IAITIVA, 110,0 16)16, D61,0101 Of 0410 060 0116600,11 I0,11 00 ,0,16631A661,q 1160661S A1101,000,66 60,0'60r, 0rOgroa to? L rpid, I (1,,Irlig r,. Or Killat S h,11'1 '-'4,-to 1, 60N26.11.0 1010 v-ter,t Irv, ORs1(ifl 01116,11, 0,06/10,441d 166,0 a .01,11.1,1,Nrro ,,, Vit,041, 4t.,,J1C,SSI(1,11 v•I'S rtjaprkit Iar FT1110V.it 100 Vi12161 A`,1000016,00i •)o.orior-o irlYalldocr, a,:cor1urit.0111/1. dl,o/tuliiclortV , ,peq;1,calions ,--- flooll:::‘ ,,,w z ill4, hutl.teontl'uplie Mawr i;Os Oaoul)..o,^ 2385 Arp',ilii.) kluaLl j P' 010 r/'0 0 P o 0.C, - 4 5001, Qi,,, 12. 9.09 9:54;,in , 1 oi. ember Data Description: GR Ridge Bm Member Type: Beam Application: Roof I„.aterall Bracing: Continuous Top Slope: 0,00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total Snow Load: 50 PLF Deck Connection: Nailed Member Weight: 18,7 PLF Filename: 2385 Arapaho Other Loads Type Trib. Dead (Description) Begin End Width Start End Additional Uniform (PLF) 0' 0.00" 16' 9.00" 135 Additional Uniform PLF) 169.00" 25' 3.00" 0 Additional Uniform (PLF) 25' 3.00" 41' 3.00" 180 Other Start End Category 450 Snow 0 Snow 600 Live l 16 9 0 0 8 6 C:1 0 16 0 0 0 41 3 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 On 0.000" Wall 4,500" 1.500' 46074 r 2 16' 5.375" Wall 5.000" 2,442" 81344 -142# 3 24' 11.375" Wall 5.000" 2.780" 92624 4 40' 6.750" Wall 5.500" 1.600" 53304 -- Maximum Load Case Reactions Used tor app(ylr Ig pi)UW 10LIti5 (Or Ilne 10,11,, 10 f'.1Pylf,i-A clyiNo/bS Dead Live Snow 1 1191# 126# 3416# 2 1664# ,16066 6470# 3 2115# 7147# -902# 4 1428# 3903# 446# Design spans 16' 5.375' 8' 6 000' 15' 7 3751' Product: 5 1/8 x 15 Rosboro Glulam Arch 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design 0, Actual Allowable Capacity Location Positive Moment 17422.'4 38438.4 45°/6 34,32' Negative Moment 15963.'4 29629.'4 53% 24,95' Shear 6358.4 13581.4 46% 24.96' Max, Reaction 9262.4 16656.4 55% 24.95' TL Deflection 0.2594" 0,7807' L/722 33.54' LL Deflection 0.1870"' 0.52051' L/99 ' .54' Loading Total load D+L Total load D+L Total load D+L Total load D+L Total load D+L Total load L Control. Max. Reaction 00Ls: Live.:100% Snow,115% Roof.125% Wind,..133',,b Al.v pcodun names We i,•tOororarlo, ol ifiefF Teq-Jonve (Odf10,1S dl '?7er , itof, ' CkKongrg 19PO4 "..,r, by Koyowk Erttvrons.es LL.. ALL Ric',:rtis REU'RVED Passfog to OeloloO i,is at.lo me 111101Vher IN,,yrr p;',I5l i)eanl col:order Srli.),I, Orl II'll,,, fkaVOIIR r,YEMS ulp(ACat,IG, ik3S14r1 cote,. tof Lo,crls. LowtolYj CMIC1111011, afhq jr414, IVSted Olt lt,S ;.41c,,,,oT f no Oestg” mo,LL,,o ,FrvlowooDy a cika,ifir.ld (.1,SYglIEW CI, cieStg.1, nq4es.okral as woo, 'ilt.l for ;,illprovM 7611$ dewy, 1.5t4urr,eroduiroa0ation acooKirng !L, Ole unzimulactio or s $i*oilroalrons K4413.,:on,4% `, '4)14 kfrlic;o414144 23,85 Aralmli)n,K12- 10:05am I of Member Data Description: GR Entry Rig Brn Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: 0,00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 67 PLF Deflection Criteria: 1.J360 live, L/240 total Snow Load: 225 PLF Deck Connection: Nailed Member We)ght: 20.6 PLF Filename: 2385 Arapaho Other Loads Type Trib., Dead Other (Description) Begin End Width Start End Start End Category Point LBS 80,00" 21 5 7147 Live 20 0 0 a) 2000 Bearings and Reactions Location Ty,* 7 Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0 000" Wall 5.500" 2.097" 69850' — 2 19' 2.750" Wall 5.500" 1.630" 54304 -- Maximum Load Case Reactions ....,,,..1101' 30.61.0n pont VontIS cr.', kno 10,Ok) ,0 c among IllOrhber'S Dead Live Snow 21254 43174 21634 2 16854 28304 21634 a De ign spans 19' 2 750' , Product: 5 1/8 x 16 1/2 Rosboro Glularn Arch 1 ply !!! NO SOLUTION Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 46494.'4 45450 'tt 102% 7.61' Total load D-i-L Fail Shear 6320,4 14939 4 42% 0,01' Total load D+L Max, Reaction 6985,4 18322 4 38% 0' Total load D+0,75(L+S) TL Deflection 0,7493" 0,9615" L/307 9,61' Total load D+0,75(L+S) LL Deflecton 0,5236" 0.6410" LJ440 9,6 ' Total load 0,75(L+S) DOL.s Live=100% SnowAllVA, Roo1,125% VVind.133'.,6 1 , All 14 n,t.),IO I nafneS are IrOolorna, I, 5 Ihnn venrenloo,,, +.0090'S ,,, ' 41/i, , CnoynolO (C)1969,2U05 IN Knyynarh FOU.nonn D, C AI,I RIGHTS RESERVED ' 'RM,Sli IQ 1!: 0,i3ntal ,IS when ito WAIN, IRK, )(40 150n1 nt ptler sl,omn on 0111511 alloin PUCPIS 0ppl33,i40,., desqn onterow lOr LOads LCiallrlf) ID)ffdr110,71S , Spen.,; 14MOCI cm Ihs WOO [Fr desIgn onntil nO rt,,,FnAont tr, a cioannInt qllesigrler (x ,,ProO.no, gof,s.sinniti aO 4e, uned Or Nifro,n,lb ThLn d1461,,r, h .B5)I3I1 6,E; prOlillkE OISEtaltos acCon1Frot 10 OhipnAtodlanInIi,",/ S 41,,CityC a Iluss 235 i\mpallo Road ROSEBURG ls,.,,,i1,0, ;04, iolliic.,mhviik, 5114. Application: Slope: 0.00 Building total Member 12-16-0k) I 0.02ain 1 or I 1 Member Data Description: Entry Ridge MI Member Type: Beam Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Dead Load: 67 PLF Deflection Criteria: L/240 live, L/180 Snow Load: 225 PLF Deck Connection: Nailed Filename: 2385 Arapaho Roof / 12 Code: IBC / IRC Weight: 12„3 PLF 20o o 0 1200 32 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity ,Reaction Gravity Uplift 1 00.0001' Wall 5„000" 1.500°' 2425# ..„ 2 19' 7.875'" Wall 5,000" 2.582" 6325# 3 ' 7250' Wall 1,500' 1.500" 882# Maximum Load Case Reactions I9$4,1 fqg Rpplyicii p.,odfl OoacTs (or Nne4o0051 Ell ar rowiinenut.s Dead Snow 1 6354 17904 2 16564 46'694 3 2314 6514 Design spans 19" 7.875" 11'11 375" Product: 1.8 RigidLam LVL 1-3/4 x 14 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing .along the top chord. , Allowable Stress Design Actual Allowable Capacity Location Positive Moment 9647.4 27944.'4 34% 7.86" Negative Moment. 11212.4 26536.'4 42°/0 19.66' Negative Unbrcd 11212,'4 26536„°4 42% 19.66" Shear 3210,4 10706,# 29°,7. 19.65' Max. Reaction 6325.0 13169.4 48% 19,66' TL Deflection 0,3914" 1.3104' L/602 8.85' LL Deflection 0.2889" 0.9828" L1816 8.85' Loading Total load D+S Total toad D+S Total load D+S Total load D+S Total load D+S Total load D+S Total load S. Control Maxi Reaction D01.5 1 ve,-100% Snow=1151l'. Rool=125% Wind=133? Manofaclurer's installation guide MUST be consulted or mulb-ply connection details and alternabves , NA All prOdu.CI 0a,1100 ,111, 4adlernarhs 1,9 111 ,01101,C,101 0 0011le,,,, e' Ccv,,mght I C119.89 21105 10, Kcy,nal s., Eflierpr,g,A I. LC ALI RICil-ITS RESERVEC ""Farzt,nq ,5 ailloed as eht,F, Pio, rnef[lber II0o. J,0151 beam Or grder 9,100,11 0,1 1,115 0,000,,g mee15, ,ar.p1,C,V1161. 0,111,1y1 0fe,ia lor Load. Loa(ltrq (..,Exc910/ 6 and 5[1,10$ ived on 9!u5 $11001 W10,1%1003, ati I1,1, 010111101 0091F,1001 Thus de5kin,220,1me?...roduc( mstalliaon accorlm,!)• ro t110 rroandacrtirer S 95Kilocalllf,a1S The ,1051,1,11 ,110,11 t,0 rE, mm3,114 a quOltIloti WSJI.)0,0 01 ,,,,,91, , „ 2385 Arapaho Road ROSEBURG Member Data Description. Main, FIr Josit Member Type: Joist Apprication: Floor Lateral Bracing: Continuous Both Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 10 PSF Deflection Criteria: L/480 live, L/240 total Live Load; 40 PSF Deck Connection: Glued & Nailed Filename: 2385 Araeaho 12 8,09 4:52pm 1 ol i s i ir i i 14 0 0 12 0 0 16 0 (1 0 42 0 0 -7/ Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0,000" Wall 8,000'l 1.750" 400# 2 13" 4,875" Wall 3,500" 3.5001002# 3 25' 4.875" Wall 3,500" 3,500" 1141# 4 41' 3.375" Girder 1.500" N/A 456# Maximum Load Case Reactions Dead Live 1 74#(56p1f) 326442440) 2 176#(132p4) 826#(6200) 3 213#(160p1f) 92811(6960) 4 87# 65otl 369# 277)1f Int, Design spans 11 4875''' 12' 0,000' 15' 10 500'' Product: 11 718" RFPI-40 16:0" 0.C. Component Member Design has Passed Design Checks:** Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1555/# 3545/# 43% 34.14' Odd Spans D+L Negative Moment 1640.'# 3545/# 469/0 25.41' Adjacent 2 Di L Shear 632.# 1420,# 44% 25.41' Adjacent 2 D+L End Reaction 400.4 1420.# 28% 0" Odd Spans D+L Reaction 1141.# 2500.# 451',/o 25.41' Adjacent 2 D+L TL Deflection 0,1806' 0.7937" L/999+ 34,14' Odd Spans D+L LL Deflection 0.1494' 0.3969" L/9994 34,14' Odd S, ans L control' Max Int React DOLs: Live-100% Snow,115% Roof=125% Wind 133° Web stiffener and rnir mum bearing length requrements at hangareri connections depend on the connection style and are not ricluded n this design II r 511 C I3,'0. lOy r- ' 1,,,I1 I qt'lfi', bl 23X5 Ardpaho Road ROSEBURG I k'dfl),,, ; .., V la lotuRi'AMFAWAIA { "OA MAW° IAD, I 12- 8.09 4:55pm ot 1 Member Data Description: Kit Fir Beam Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition. Dry Building Code: IBC / IIRC Dead Load: 140 PLF Deflection Criteria. L/360 live, L/240 total Live Load: 560 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Rena e: 2385 Arapaho 1 , 11 6 0 1 Z 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 00.000" Wall 3.500" 1.604" 3929# .... 2 11' 0.750" Wall 3.500" 1 604". 3929# -- Maximum Load Case Reactions tl5ed fL)P applymq Krill lowls t-1,r IMO It, a000 0r;aryil1,9 rilA/nlyel,,. Dead Live 1 832# 3098# 2 832# 3098# Design spans 11' 0 75o" Product: 1.8 RigidLam LVL 1-3/4 x 11-7/8 2 ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10867.'# 17846.'# 60% 5,53n Total load D+1.., Shear 3226.4 7897 4 40% 0.01' Total load D+L Max. Reaction 3929,4 8575.4 45% 0' Total load D+L. TL Deflection 0.2723" 0.5531 U487 5.53' Total load D+L L.. Deflection 0.2146'n 0.3688' L1618 5.5 n Total [Dad L Control: Positive Moment DOLs, Live. 100'0 Snow=115';ri Roof ,1250to Windtit133% Manufacturer's installation guide MUST be consulted for multi -ply connection detaills and alternatives t 1.)1,-Itir I names Are, uHdervarAr, ol HAAT resperANA uvAAAA opcqlul C91421by ,Ayrriark EnArpruwq 1.1C AV HIGHTS RF SF rVED IS ll,01,,,0as nOlen IrtO 0101,40, flour icAAt Px,om or r,1,,, ,n(ruatl taly 11;11S d,,,,vtrillleel5 applucaOle doSIgn cre,And it 1,,,ad,,,, LtUaltm;CordhPIS, AAISpans kmed OfIt7t115':1,,,M ThA de,Ajr I must Y,A, my loAecl 1,,, A rpolu1101 ion 2, ,lens,, nal aA 79uired lor ,..4irprOvM Ti iS deSiqt, a.,,,,,,kr15,5 prtodillC{ InShilikli011 4CGON11.1131),n.:*lnallIlf0.0101,:f 0 ,ApeolIcAliori, Of de51,1,1 K,..,tic,bilm, 1,oliB,',Irilf 2 .rti Arapolin 1•J rad 12.- ,r4ix) 4:15poi i ROSEBURG l' of' V 1 il)4A irtri,^ 1 iOcrk 1.11 q`,I Member Data Description: Mn 2nd floor ' Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition, Dry Building Code: IBC / INC Dead Load, 6 PL,F Deflection Criteria: U360 live, L/240 total Live Load; 26 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: 2385 Arapaho Other Loads Type Trib, Dead Other (Description) Begin End Width Start End Start End Category Point (LBS) 6' 6.00" 1468 6213 Live I 1 6 3 0 C3 5 9 0 1200 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 00,000" Wall 8.000" 1.500" 72# -128# 2 5' '7.875' Wall 3.500" 3,248'' 7956# -- 3 1" 2,250" Wall 3.500' 1,500" 2874 Maximum Load Case Reactions 104 arlf,,yo,4 pow loddy, 101 1100 [1.101d.10 1111,roprIg moo*, 1S Dead Live 1 7# 1354 2 15824 63754 3 714 2164 Design spans 5' '7 875" 5' 6.375" Product: 1„8 RigidLam LVL 1-3/4 x 11-7/8 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord, . . Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 905.4 17846 '4 5% 5 91' Even Spans D i-L Negative Mornent 1057.4 17434.'4 6% 5.66' Total load D+L Negative Unbrcd 1057.4 17434.1r 6°/,, 5 66' Total load D r L Shear 1862.# 7897.# 23% 5,67" Total load D+L Max, Reaction 7956.# 9494.4 83% 5,66" Total load D+L 'L Deflection 0,0045" 0.2766' L/999+ 8.15° Even Spans D+L LL Deflection 0,0036" 0,1844" LJ999+ 8.15" Even Spans L Control Max. Reaction DOL.5 Liver 100',.., Snow. 1 15% Roof, 125% Wind.133% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternalivos Ak pl rxtuct nairlos orp orad.rroark,s fAc ttrt:,r 105pf,(10111 1,00,11, 411 l IriOrd,;IY4 bA orpr,os LI A1,13Hi' ESERVEFI ..,,s,.,, t, ...led as wrthan IN, ro$,Introrrr 1100F I ()MI 1.1,1111 01 vfler, shown orr Irrl, (II a14,11g melt applicablr-r rier,rrrjo orkorra lor Lohris 1,Jr..rdOrrIg Coorttiono, And 5porro lo.lorl . IN, ,o ,,,t Tt, li,,,,q, rmA,t Ix, 1,, ,,rr,rfl.,9 bv a ror-drlior.fr rie,wer or closrun rot,,ssooAl giS ILeq Pa:j."I pf ,JV ',AP "Ulm desqo atro:LAIKII,j,IPUtlel lostallton eGe910%.9.E2 104 1 narirrrrrirAtoo, ,r,peolJOrritaore, 23S5 ArianAlin, RO;1(I ROSEBURG -1 in kiiiticiiiiiif,polle 4 5001. Nttloi idk 110,4sksy '..6ki I 2- 9-09 () I (ini of I Member Data Description: Mn 2nd fir West Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 6 PLF Deflection Criteria: L/360. five, L/240 total Live Load: 26 PLF Deck Connection: Nailed Member Weight: 10,4 PLF Filenarne: 2385 Arapaho i Other Loads Type Trib. Dead Other (Description) Begin End Width Start End. Start End Category Point (LBS) 6" 6.00" 681 2645 Live Point (LBS) 7" 6.00" 0 0 Live Additional Unite(PLF) 6' 6.00" 76.00" 80 400 Live 12 0 0 12 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0° 0 000" Wall 3 500" 1.500' 1970# ._ 2 11" 6 750" Wall 3.500'' 1.500" 2341# Maximum Load Case Reactions 1$## (c# ###lycc## vccico 1$###1,01c Hie loacts) co carrying rryyrty=ls Dead Live 443# 1528# 2 516# 1826# Design spans 11' 6 7501 Product: 1.8 RigidLam LVL 1-3/4 x 11-7/8 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location' Loading Positive Moment 11514."# 17846.'4 64°/. 6.28' Total load D+L Shear 2298.# 7897 # 29% 10.98° Total load D+L Max, Reaction 2341. ft 8575.# 27% 11.56' Total load D+L TL Deflection 0,2572" 0.5781" L/539 5.78' Total load D+L LL Deflection Oi 2019" 0.3854" L/687 5.78' Total load Controt Positive Moment DOLs: Liveiiiii100% Snow.115% Roof=125'1'0 Windi.133% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives 144I prodUCI 1$0$C#CS C'VO #####1#### el IC#C# ######## ($####$ #######t# CC] I 989 290# tc# itayquarl. F. rorpoyo, k C 1. ALI, RIGHTS RESERVED j y. 1 , II cCPICI# $ c c c —PcISC;#10 # ####$$# 4# #### Ihe rnernbe, #### #.$51 beNvl OF yclUer St Owl Y c#c INS cloacmcl# crce#1# $41(101###I$ itcC$ccyc C.Icl#11$$ 104 L. OaLIS LOadIng Cundolrs r,ort SIrruys h5Nyo un IC$$ $#1#1 TIvo #####.11r1LcS 1#$ ,recyce$$##1#$ ii c$##COINIt c##$#### 4,1 6 tc, tl pPOleSSIOu All ..;.I.,. rBlicuclecl 10. 0ic4141)4 a° This dos. $ CCI$S#C$### product .r:;,!.,1,1::,ftri,r,!xurriong 10 tr,CYL.koCicicICAurer $ $#1 41C#C101c$ _ 2 Ar,,p,iii, Rudd ROSEBURG „,,,,, 14iiiii: i -iurit, \ toil lid, ii P„pkakiw I 2- t•OS9 57nin I 01 1 Member Data Description: Kit -Mud Hdr Member Type: Beam Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Dead Load: 62 PLF Deflection Crlteria: 1J360 live, L/240 total Live Load: 250 PLF Deck Connection: Nailed Fitename: 2385 Arapaho Application: Floor Building Code: IBC / !RC Member Weight: 12.5 PLF Other Loads Type Trib. Dead (Description) Begin End Width Start Point (LBS) 20.00°' 0 Point (LBS) 5' 6.00'1' 114 Additional Uniform (PLF) 2' 0.00" 6' 6.00" 180 Point (LBS) 5' 6,00" 748 Other End Start End Category 2036 Live 470 Live 600 Live 3178 Live 6 6 0 0 6 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction 1 0' 0.000" Wall 3.000" 1,500" 4221# 2 61' 1.750" Wall 3.000" 2.094" 7695 Gravity Uplift -- -- Maximum Load Case Reactions mpkiy,v1,4 (X,fot It -Acts tor lone 1,,,,Is1 to cvtrryoq roe+rol,,, 9. Dead Live 1 6204 3601# 2 1481# 621344 Design spans 6' 1.750 Product: 1.8 RigidLam LVL 1-3/4 x 9-1/2 3 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. .. . Allowable Stress Design Actual Allowable Capacity Location Loading Positive Mornent 8293,'# 18322.°# 45%, 3.381 Total load D+L Shear 6820,4 9476.4 71% 5.53' Total load D-r-L Max. Reaction 7695.4 11025.4 69°,/. 6.15'1 Total load Di-L Tl.. Deflection 0.0868'" 0,3073'1 L/849 3,07' Total load Di L . Deflection 0.0722" 0,2049' L/999+ 3.07° Total load L on r I Shear DOLs Live=100% Snowe115% Root ii125'/iii Wind.133% DeSign assumes a repetutive member use increase in bending stress 4 % Manutaclurer's installation guide MUST he consulted to multi.ply connection details and aitematives 4i11iii,itiiiii iiroiii, ve iq a edtdrW 4, fJI Ulr, re,pe;tive oval,r, (. 11111 , Ca,pyrHipt ,119F3',-P0r), in,t 1,,ev,narV,, .irlorpri,,,2$ LL(.; ALL H1611'1 '.; HLSEMVED , 74 , 11111 . nt —Passuivj ,^Y detmed ,,, when Oh, 0or4rnt. floo jolst Wani 01 tri, t.howir 01,1111s dodnorVq WeelS dpplIcable dosqn Goilen;) to, Loath. Lowilmq Coniolitn,; And S1ar15 Ir;tocl on Ul, 5ht,1 Thr, doNcif, n usl tx rvy wwA by ,) 141An1l411,"leS,pwr o, CI,,,,,,irr 41rOlEn86.40 W; F,,,gLIIITLI tCor appoce.,:41 ThIc di,s4gn at",.:,,,,,,,s p 01 Ival InYeillei,10A, i1l:GlYrdifli1011taCtUrer S. 5 r`Clall915 .... 2.1k5 Arapiiiiiii Road 12- 8-09 3:o5pni ROSEBURG 1 uf Vvv.v,v iro,ivirr, 4 -4444,1 1 kuldScarill ug44444. 4 '41104, N4,44d, 4 ,A4.4414,r4e 9-49 1 Member Data Description: Top of S rf hdr Member Type: Beam Applica!ion: Roof Lateral Bracing.. Continuous Top Slope: 0.00 i 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load. 120 PLF Deflection Criteria: LJ240 live, L/180 total Snow Load: 400 PLF Deck Connection: Nailed Member Weight: 8.3 PLF Filename: 2385 Arapaho Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PLF) 0° 0,00" 4' 6,00" 80 320 Live 4 0 0 0 —xi 4 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 00,000" Wail 3.000" 1 500" 1551# -- 2 4° 1.750" Wall 3.000' 1,500" 1551# -- Maximum Load Case Reactions USA1 VA 4414P1p,79 Apippf (PAA1S AA PIK AAl A Oar r(otpl pp ApPol Dead Live Snow I 432# 6634 8294 2 432# 6634 8294 Design spans 4 1 750" Product: 1.8 RigidLam LVL 1-3/4 x 9-1/2 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location' Loading Positive Moment 1608,°# 13506.'4 11% 2.07' Total load D+0,751iL+S) Shear 959,# 7265.# 13% 0.62° Total load D+0.75(L+S) Max. Reaction 1551.# 7350.4 21'/6 0' Total load D+0 75(L+S) IL Deflection 0.0111" 0.2764" 1/999+ 2,07' Total load D+0 75(L+S) LL Deflection 0.0080" 0,2073" U999+ 2.07' Total load 0.75(L+S) Control. Max. Reaction DOLs: Live :100% Snow=115% Roof-125% Wvnd vvv 1 33% Manufacturer's installation guide MUST be consulted for rnuVtivpVy connectvon detads and alternatives Al rAPAritiCI PlApplAs Are ItA(PArlAl, c/I MAP PLApACYN c, oWnpAP, G,,,,,,,„441(47,)4 4145,4'1u14 444 4,4,,,,,,,rk ILPIP[Aplisos 1,.LC, ALL 77 r,1-17.5 RE scrivrvo PasP,Ing IS PICAPIACI AS MAW il,, PreolLAN fluor ,rpst LAAni A 4p414,4 ,41104ve, on II1A 44444.4444 FT144415 appl,c4-41-414 41,,,gt, A1l411l7AP L ,',APIs 1.,PAILAlq COF11111o, ppPIPI ''AppirApp PrStecM Op, Alls P,PAAP.1 TIA, plO,Aill rAt AA YA AAA AA II./ ,.1 CILALIfied C1,,firlE, op APA(JP, IPA pfeSAUll PIP AP"; Pna,PrePt 14-J4 0 [4pfLI v di I hIS,PASlqr, A.5.", DV, APAPoel 4444,111441A7 444.4..444^4441. Ipp lt A AlaraplaZtArer S SpAPIIWOIPprO, 2385 Aidp,thiti, Road 12, 4-09 5:59pni ROSEBURG I of I ) 14,,,,,,. 4 ii I4,I, 1,103,:aliikogutie 4 1144 \111,11,t4, F.Lit,IFLIL,, 95,1 Member Data Description: Stair Roof Beam Member Type: Beam Application: Roof Lateral Bracing: Continuous 'Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC /IRC Dead Load: 15 PLF Deflection Criteria: L/240 live, L/180 total Snow Load: 50 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: 2385 Arapaho Other Loads Type TritL Dead Other (Description) Begin End Width Start End Start End Category 1 Replacement Uniform (PLF) 0' 0.00" 40.00" 120 600 Live Additional Uniform (PLF) 4' 0.00" 13' 0,00" 80 400 Live -- _ ...__ 13 0 0 0 / -- _. — _. ..- 13 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0,000" Wall 3.000" 1.602" 3926# -- 2 7,750" Wall 3.000" 1,500" 3326# Maximum Load Case Reactions lised far 444,1191,101r-rads (or Ire Ioil'j ,0,,,:ar,ymq, mon,W, Dead Live Snow 1 748# 3178# 154# 2 681# 2645# 287# Design spans 12' 7 750" Product: 1.8 RigidLam LVL 1-3/4 x 11-7/8 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord, Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10925.'# 17846.'ff 61% 6.32' Total load D+L Shear 3203.# 7897,# 40% 0,01' Total load D+L Max. Reaction 3926,# 7350,# 53% 0' Total toad D+L TL Deflection 0.3611" 0.8431" LJ420 6.32' Tot& load D+L LL Deflection 0.2888" 0.63,23" 11525 6.32' Total load L Control' Positive Moment DOLs: Live.100% Snow,115'/0 Roof.125% Vtancl.-133% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives ' )11'7 111 HI "'Passdnal is Ilefaml prOess,00al as rra,r,el , 90 pf ocluct narnr,s arg, trad,roarl,s QI their ro,,..c.a.uv, o,ners ., 1,,11,11 Iv OL,Yrqll IC I 'fi,1'1, 20(1511 Keyrrtark EntetpKf,,,s LI,C ALL Wit q S SF SFFIVED ,s Muer, the onembilr floor pt,NSI OtIKIn CO gircla.,r shown On On S ,ir awing 1, 1' appIrcdOle du,spqn craeoa lor [ 0000 Laild N CondllionS Awl Sp,irrs115ted ni 190 shr.tot The demqn mom 9<) row,H.P1 by a 94aullw1aPe,igno or ,1e5c911 fon ..,proval TNs de,i AnS00,,eS Z ad,: I rnsvallatmo e00095 to Ihr, nlAnniannit or 5 5 C,Cillcalions ROSEBURG 217.;.5 Aidpdtio iI 12- 8-09 3:48pon (,)1.1 keyBeati#15-1.504.1. krtilitittattikttigitrici 151trieritats attatittititittt 959 Member Data Description: Stair Fir Joist Standard Load: Dead Load: 10 PSF Live Load: 40 PSF Other Loads Type (Description) Point (PLF) Begin a 3.00" Member Type: Joist Laterar Bracing: Continuous Both Moisture Condition. Dry Deflection Criteria: L/480 five, U240 total Deck Connection: Glued & NaiNed Filename: 2385 Arapaho Dead End Start 130. 12 0 0 Apprication: Floor Bur'ding Code: IBC / IRC Other End Start 520 12 0 0 End Category Live Bearings and Reactions 2 Location O'' 0.000" 11" 10,500'1 23° 5 87,5"" Type Girder Wall Wall 24 itt) 0 Input Length Min Required Gravity Reaction Gravity Uplift 1.500' N/A 921# 3.500" 3.500" 13154 5.500" 1.750" 318# -37# Maximum Load Case Reactions Userl In0 applyirit4 pheit ie. kleirl;) C,AO ry I h9 nIPIrrber,, Dead Live 1 177#(133p01), 745#(558p1f) 2 263#(197p111) 10524(759plft 3 47#(35p1t) 271#(204p1f) Design spans 11 to 5oo' 1'1' 7.375' Product: 9 1/2" RFPI-40 16.0" O.C. Component Member Design has Passed Design Checks.** Allowable Stress Design Positive Moment ' Negative Moment Shear End Reaction int. Reaction TL Deflection LL Deflection Actual 2554 'ON 1787 '4 921 # 318 # 1315 4 0 2363' 0 1954" Allowable 2735.4 2735 'It 1120.4 1120,4 2160.4 0.5938" 0.2969" Capacity 93°/0 65% 82% 28° 60% L/603 U729 Location 3 12' 11 88' 0' 23 49' 11 88' 5.34' 5.34' Loading Odd Spans D+L Total load D+L Odd Spans D+L Even Spans D+L Total load D+IL Odd Spans D+L Odd Spans L Control Moment DOLs iLive=100% Snovy=115% Roof=1250'o Wind=133% Web stiffener and minimum bearing hength requirements at hangared connectvons depend on the connection stylie and are not included ri this design. All product names zitre toiaderneake of their iespeclive Dancers Copyrogili Keyrrook Ereeriwees, LLC ALL RfGHTS RESERVED t Paselitg i$ defined as teneo the. Inembet., Poor loisi, boar, u, Order. shchen 011 th151...1hywing 111061«. applicable design chteria for Loads, Loading CoirKfitions, and Spans Pieced Of,00,11"heel, The clesligh must be reviewed by a qualified designer or design illirof essiorial giaquirecl !UK approval This cleelp assumes product iristailatilon accorthrig lo Ohe inaehleciiyee.($ .0pecipcieli061S. Koylle313. 3 MAnial, 2385 Arapaho Road 12- 4-0() 40" 6.:00prn ROSEBURG 1 or il 1 )343 or I learn) mgmQ 4 SC.31 Member Data Description: Landing Window Member Type: Beam Apphcation: Roof Lateral Bracing: Continuous Top Slope: 0.00 / 12 Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 210 PLF Deflection Criteria: L/240 live, L/180 total Snow Load: 700 PLF Deck Connection: Nailed Member Weight: 7.0 PLF Filename: 2385 Arapaho 40000000000000000000000000000000000mcommiiiinioniompiiiiimmiliiiiimi0000000000000000000000000000000110010000 33333333333333343333333333333333333333333333333333333333333333=333333333333333333333333333333 000001000000MIIIIIMIIIIMM1111111111111111111111111111111111111111111111111111011NO1011 311 011111111111111111111111111111111111111111111111111111010 11111 DI 333 I'l'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ul'ug33333331V 11111 1111111 3.33333333!1111111111111111131331N313111113131!11111!1111111111111!1!1!1!11!33!131321333333!3P3P31333N13311Z333=333N31333313333333333t1333M31133333PE33331=31333333323Z 3 6 0 0 3 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 0" 0 000" Wall 3 000" 1.500" 1442# ..., 2 3" 1.750" Wail 3.000" 1.500" 14424 .... Maximum Load Case Reactions Llsed Clor applytng pount 'loads (or lone loads) Co carryon9 members Dead Snow 1 341# 1101# 2 341# 1101# Design spans 31 750' Product: HF #2 2 x 12 2 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1134.4 5155# 22% 1.57' Total load D+S Shear 583.# 3881,# 15% 3..14' Total load D+S Max. Reaction 1442.# 3645.# 39%, 0' Total load D+S LL Deflection 0.0033" 0.1573" L/999+ 1,57" Total load S TL Deflection 0.0044" 0.2097" L/999+ 1.57 Total ioad D+S Contra Max. Reaction IDOLs Liver1009/. Snow=115% Roo1e125% Word=133% This member has been designed in accordance with NDS 2005 All produce names are Iradonlarks of ISL. Lesser:we ovenors Gosynajld .(CGISILIL GROS by Koyrnark Erna -pesos I.LC ALI. RIGHTS RESERVER —Passdoj Is dorlood as when Oh9 rossobor, floor pH Iseadl or paler, shown 01, IIIS (Brawny rneeIs apphooble dos ordeso 4, Loads Laado,0 CondOlon. and Span), 11303 on Ilos shool Thrr oloslgo 111050 So reddewed by a qualldlosd dosqLonl oa de331 prod es3onal as required dor 333333 Th3 4e$1,311 Assurnesia'oducf Olstalllahon accordong lo the manalaoture, 5 speolficasons ./' 23K5 AT Road 12- .1-09 ROSE URG t of 1 Member Data Description: Den Floor Jost Member Type: Joist Application: Floor Lateral :racing: Continuous Both Standard Load: Moisture Condition: Dry Building Code: IBC / IBC Dead Load: 10 PSF Deflection Criteria: L/480 live, L/240 total Live Load: 40 PSF Deck Connection; Glued & Nailed Filename: 2385 Arapaho : le (1 o 1600 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0,000" Wall 5.500" 1.750" 516# 2 15' 5.875' Girder 1.500" N/A 516# Maximum Load Case Reactions Dead Live 1 103#(77p19 413#(310p1f1 2 103#(770) 413#(310p10 Design spans 15" 5.8751 Product 9 1/2" RFPI-40 16,0" 0,C. Component Member Design has Passed Design Checks." Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1999.# 2735.41 7300 7,74' Total load D+L Shear 516.4 1120,4 46% 0' Total load D+L End Reaction 516,4 1120.4 46% 0' Total load D4-1_. TL Deflection 0.3986" 0.7745" L/466 7.74Total load D+1... LL Deflection 0.3189" 0. 872" L/582 7.74' Total load Contra LL Deflection DOLs: Live-100% Snow-115% Roa.1250, Wnd=13311. 0 Web stiffener and minimum bearing length requirements at hangared connections depend on the connectlon style and are not included in this des4gn. .4 rojIdCt rptp,PP adR TI a40b0o0s otlthelr rp5ppptpp, Owl.W$ ' e4, Xi' ' / . . Imp. pOtl ,M,,I,i , w _ „ 2 Ardp;111(r Rod 12. 4-0 5:14pin ROSEBURG 1 or 0,,1,,,,,,,h,„,,, NI.,,,,,,t,i),,n,d,,,,„ ,y., Member Data , Description. Den Roof Beam Member Type: Beam Application: Floor Lateral Bracing: Continuous 't op Standard Load. Moisture Condition: Dry Building Code. IBC / IRC Dead Load: 100 PLF Deflection Criteria: L/360 live, L1240 total Live Load: 400 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: 2385 Arapaho 16 0 0 (1) 12 16 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0° 0.0001Wall 5.5001' 1.500" 39934 — 2 5" 5.875" Girder 1.500" N/A 39934 Maximum Load Case Reactions usp.dlor 4pr,lylny fowl 1.o., Or kne Ickadst lo r,,4rry14 io IlEhoollo,O, Dead Live 1 895# 3098# 2 895# 3098# Design spans 15' 5,875' Product: 1.8 RigidLam LVL 1-3/4 x 11-7/8 3 ply Component Member Design has Passed Design Checks.** Design assurnes continuous lateral bracing along the top chord. 1 , Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15463.'4 27840.'4 55% 7.74' Total load D+L Shear 3483.4 11845.4 29% 0.01" Total load D+L Max, Reaction 3993,4 20212.4 19°7. 0° Total load D+L TL Deflection 0.5064" 0.7745' L/367 7 74' Total load D+L. LL Deflection 0.3929' 0.5163" U473 7,74' Total load Control, LL Deflection DOLs. LiveP,100% Snow=115% Roof, 125% Winci=133% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's inslallallon guide MUST be consulted for multi -ply connection details and alternatives Minirnurn bearing length requirements at hangared connectiondepend on Phe connection style and are not included in this design f f AIV pralu,,I rradres are OfrlhROPork,, (.0 thror rtspe-cfNve ownefs 10111 .18) 2005 by HeyrnArk Fr,,rrprr,,,, ILO ALL HIGHT ,ti RESERVED "Pre...s1,19 us ,le,Imr,1 as when Irli inenhl-,1w lIcror joisk Imam or gader, shown 0111 Ohl, (0rowool911,e,15 appkillrdo desqn colerm for LOOIO, I uockli,j Or,ruthbool, ard Spans IISIO Oh INS 6.11,e,,,1 Ttle rieSiori 11u50 tVIroviewOrl (Pi iot (10411lto(1,,leslynCr ,u( der,gr jm.11,,,H),Ial as a..iuirecl (./14.4:x (ry al TIH, olo-o,lasSuolloo, piodo.117,4 InSlall(Alohrl at:COlhooly 10Oheinall,1161(1101er $ SpeClOocatams 2385 Ariipitho Road 12. 4-09 ii 5:25pin ROSEBURG ,,o, ktuliconl 'ono I 50fik \ Imolai, Liki,c 95,, Member Data Description: East Garage 1-(DR, Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load. 40 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 240 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Fitename: 2385 Arapaho Other Loads Type Trib. Dead Other (Description) Begin End Width Start EndStart End Category Point (LBS) 4' 0.00" 895 3098 Live Additional Uniform (PLF) 4° 0.00" 9' 0,00" 80 320 Live 9 0 0 0 _ 9 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0.000" Wall 3.000" 1.500' 4030# -- 2 8' 7.750" Wall 3.000" 1..500" 4421# _. Maximum Load Case Reactions t)'* ler Aveyir99 gricrii, loads ler 1101m I, /MO ter carry. y Inemt*ve Dead Live 1 834# 3196# 2 901# 3520# Design spans 8' 7750" Product: 1.8 RigidLam LVL 1-3/4 x 9-1/2 3 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13269 "ft 18322.'# 72% 3.82' Total load D+L Shear 3873,# 9476,N 40% 8.21' Total load D+L Max. Reaction 4421,tt 11025,# 40% 8.65' Total load D+L TL Deflection 0.2334" 0,4323" L1444 4.32" Total load D+L ILL Deflection 0.1846' 0.2882" U561 4.32" Total load L Contro Positive Moment DOILs: Live=100% Snow,115% Roob,125% Wind=133% Design assumes a repetitive member use increase in bending stress. 4 % Manufacturers installation guide MUST be consulted for multyply connection details and alternabves 1, AJI predict Toines are trride Ill ark', el it., THSpril rive ',Hers ,rp , ' y!!, - / 42/ 1 Coi i ''i rl404tirerIT Eiii4 rLt .LCAlt. flreRV ERVED AT i ,i u i e iliiiur,,0 i uir os deli/re-0 dS when oh, nly1“1.1110 Ocor joist 5, n' girder shomi T„'n th, drawing onaliTis aTrpirc WI. designi ',Mei,/ ler Loal'. 1 o.l'inri Condilion5 and Seirue, ['bled iri this shcei MT, ilorroyri me. Lie reviewed ny a imlificHTI TreiTirgiter cr, design '9T,05.=-.1cirial as,re514r:er.I f ":120..11-9'tii rill THIS PlOrnASSLIC1105 V(41c1Ct rei.Rilailorr accer rimy te ir, erdiieloriiirer 9 9e01licali095 ROSEBURG 2:15 Ala rh Riid Ke).Beamg 4.504.a kmBcasnErkyjne 4.506k Dmabuse 95,9 Member Data Description: West Garage HDIR Standard Load: Dead Load: 40 PLF Live Load: 240 PLF Other Loads Type (Description) Begin Point (ILBS) 50.00" Additiona Uniform PLF 01 0.00" 12- 8-09 2 07pm I of I Member Type: Beam Lateral Bracing: Continuous Top Moisture Condition: Dry Deflection Criteria: L/360 live, L/240 total Deck Connection: Nailled Rename: 2385 Arapaho Trib. End Width 9' 0:00" Dead Start 0 80 Application: Floor Building Code: BC / IRC Member Weight: 12.5 PLF Other End l Start 4128 320 End Category Live Live 9 0 0 9 0 0 Bearings and Reactions Location Type 1 0' 0 000" Wall 2 8' 7,750" Wall Input Length Min Required Gravity Reaction Gravity Uplift 3 000' 1 500' 4819# 3 000" 1 500" 5296# Maximum Load Case Reactions U0 bit, spEllysfig rline lf rads (or It lowesf to halrying hlsnitsgs 1 2 Dead Live 573# 4246# 573# 4724# Design spans 8' 7 750' Product: 1.8 RigidLam LVL 1-3/4 x 9-1/2 3 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Positive Moment Shear Max. Reaction TL Deflection LL Deflection Actual 15187.'11 4748.# 5296.# 0.2684" 0.2438" Allowable 18322.'4 9476.# 11025.# 0.4323" 0.2882" Capacity 82% 50% 48% L/386 L/425 Location 4.82' 8.21' 8.65' 4.32' 4.32' Loading Total load D+L Total load D+L Total load D+L Total load D+L Total load L ontrol: LL Dellectron Das: Live=100% Snow=115% Root=125% Wind=133% Design assumes a repetotive member use Increase in bending stress: 4 1'. Manufacturer's installation guide MUST be consulted for multiply connection details and alternatives prisolisitt OallleS 001 derriark.s Ot their fespective owners Cogirrlgte ClIfEll9-2005 by Keymark Enterp.h5eS, LLC ALL RIGHTS RESERVED —Passing is defined es when the insmber Ix or joisl, beam or girder, shown oh this drawing meats applOcable design cnterla for Loads, Loadlng Ceriddlons, and Spans lilsted Olt this sheet. The riesign MU',. be reviewed by a qualified esigner or design professional sisi tsrpitlitipd ilso approval Thrs dosigh .assprhss prpirdhst ihisleillabon according to the afargilactureris specifications. Art Rodd 12 8 09 2:16pm ROSEBURG ¢,;,tii-too,ottrittii t -tn., ai.iiatk,tiiii riitiihot t stvik modetioikitoitoitioi,,, +6,, Member Data Description: LL NEXT GAR HDR Member Type: Beam Application: Roof Laterai Bracing: Continuous Top Slope: 0,00 / 12 Standard Load. Moisture Condition: Dry Building Code. IBC / IRC Dead Load: 120 PLF Deflection Criteria: L/240 live, L/180 total Snow Load: 400 PLF Deck Connection: Nailed Member Weight: 7,0 PLF Filename: 2385 Arapaho Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PLF) 0000 3' 6.00" 80 320 Live I Inn, klAMpor! , CI A „ d, .. ,dii . AdaiiiiiiolliniliaNdil NM OMptimpogir liana*. romp iiillit nu iiitlid ddiiilit, poilloilinom d da ,,,, 1109 \ 1, siligidu a e o O A 3 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.000" 1,500" 11754 -- 2 3' 1.750" Wall 3.000" 1.500" 11754 -- Maximum Load Case Reactions e4.1101' Applyirig ix,A111 41,AliS Ot ,vflOIClails,) to 1,-3, ryfOlq mr!.,1,0,r, Dead Live Snow 326# 503# 629# 2 326# 503# 629# Designspans 3' 1 750" Product: HF #2 2 x 12 2 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 924.'4 5155.'4 17% 1,57' Total load D+0.75(L+S) Shear 475.4 3881.4 12% 3,14' Total load D+0.75(L+S) Max. Reaction 1175.4 3645.4 32% 0' Total load D+0.75(L+S) 1 LL, Deflection 0.0026," 0.1573" L/999+ 1 57' Total load 0.75(L+S) TL Deflection 0.00361' 0.2097" L/999+ 1 57' Total load D+0.75(Li-S) Contra Max. Reaction DOLs Live,to-100% Snow=115'Ai Roottit:125% Wond=133% This member has been designed in accordance with NOS 2005 ,i, 44" IN /4 , —P,Iiy$11,q 1,,n1,10fifli,d ;,1:i WhP1, thf, morruL, %.,)10.8,p(.0.11,5 1,:t IIJIMCI f Cr, ,T1 rovall 100 All pwdocl narlIA,; RIO trailnrrorks al Ihelr re5pAc,live.0,61.,,,, '1' C r44.9111 (C,y19812n4),. ry Kr:yrnarh EnDnpA,,AS LL C ALL R1qHPF, RFSERVED floo, loosl I,Aarr, CI, gintAr AIWA, .1 tr. drawn mr.n,1.4t, applfcAL)le f{wif9V, IMI.C,W IN Loads L.o.clnr1c4 Corlthlfoos arKI F•qh,r, lived MI INS srio,1 lh,.., ce,grIrnl61 t,.- Inivo,,,v.) try A cphvAl,f Mil IIP,,IgOIF, Of 16.?;,.9r, W22111/ as,,,InA9 porkIn HislAI,NiOrl ruxordoitq lo ttli., rrldnof A, Imer ,, !,p,,coltcducgr., .._ KC], hilli{:'6,111! \ lkolnl, 11 il i Ir:LEIL! le4M kii, ndiAki,e 238.5 Arapaho 1.6 ).K1 12- 44)9 4:32pni ()I 1 I, I 1011.1 q'inl Member Data Description: Deck Beam Member Type: Beam Application: Floor Lateral Bracing:1Continuous -fop Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 40 PLIF Deflection Criteria: L/360 live, ILJ240 total Live Load: 240 PLF Deck Connection: Nailed Member Weght: 22.4 PLF Filename: KYIB1 24 1) 0 24 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0.000" Wail 3.500" 1.500'1 3563# -- 2 236.750" Wail 3.500" 1.500'1 356344 -- Maximum Load Case Reactions Used kr aporyrng parrot loads (or lime loads) ro carrymy moraers Dead Live 1 735l 2828# 2 7354 28284 Design spans 23' 6.750" Product: 5 1/8 x 18 Rosboro Glulam Arch 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous, lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 20986.'# 52542."# 39% 11.78' Total load D+L. Shear 3109.# 16298.# 19% 0.01' Total load D+L Max. Reaction 3563.# 11659.# 30°/. On Total load D+L TL Deflection 0.4678" 1.17811' 1/604 11.78" Totai load D+L LL Deflection 0.371 '1 10.7854" 1/761 1 .78' Total load L Controll: LL Deflection D0Ls: Live'-l00% Snow=115°,^6 Rook-125% Winci-.133% Alr product harrres are rradernarks el Hie, respecTIVe winos nr ' Copyrogrit (C)198.Y.200`, by Keyirrark Enterpirses LIC ALL RIGHTS, RESERVED 10,0 ""Passs,ng rs defined as when the member Ilber lost, beam or girder', °Mown on Irs drawing mects appricabre design creter la Par Loads. Loading Condorlons and Spans fisted on Iris sheet The design must be remewed by a qualulied designer or design p0r4essronal as required lui approval Tells desogo assumes pr)ritic( luslalravon according 000le reanotacturem 5 speerlicalivitS X c\J 7cs CI (.3 1 E 6 0 c\J •,—.: (1) ..e.. 4t th .,,_.°0 _c 0 .0 Er_ 2 0 u5 c ' aco •= 0 c\I LLJ 73 II 8 76 o 0 .. 0 0 CO 0 X H x to c7) N II ow) IT) C II C a) 5 11 cz (.7) a ,N cf-j -0 2 (6) .,1- ,— (I) E E 11-1 (1) = d'),' a_ (13 co cc; CO "rfi C2) X 0 .0 '5a)0000,7),—como ril cici 0_ 0_ Z c0 co D z uo a co EL 0 to c U) .5 cz co col a) -o .75 as = o o) a) 0 0 a) -cl E C cz .._ .--- _ ti E-c' on co c C) co °E3 co 1 4 Sthir• • 0.1:: New or existing light required 'T ..auardrail Deck 36" min, height uardrai required if more than 30' tt, ,01,11,116, MOMIZAMMO.N.10.0111MVIIMMI.AMMENVOMINIMOMIRMIUMMMIMAIMMIIIIIIMMMIM 10" min. run, from nosing to nosing '1111'1,",1:1111',1? RID lt till lit°, 1111RutiVg /30(03 ' 11111111M.MM 111111M.IMMINIMINAMIMMWWW.I.K.IMMTAC I I VI 111111110:0,1, Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4, inch diameter sphere cannot pass through. Openings for required guards on the sides of stair treads shall not allow a 4 3/8" diameter sphere to pass through, Open risers less than 4" 7 3/4" max. rise --' Stairway Notes: 1. Stairways shall be not less than 36" in width, 2. Stairway rises shall be not greater than 7 3/4". 3. Stairway treads shall have a minimum run of 10", 4. The length ot Run and The height of Riser shall not vary more than 3/8" in the entire run of the stair, 5. Stairs are required to be illuminated. 6. Open risers permitted if opening is less than er, 7. A nosing not less than 3/4" but not more than 1 1/4" shall be provided on stairways with solid risers, and less than 11", Handrail details below) totiefitt‘ teirit 441 0 t,,,,„1 i2S.01(130„„A, irt„tgt, tietitrt ''''!"0 ttott, Oct tti"“tt, otes, err, StrAtt ( , 36" (Ain, - Landing same width as stairs — Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with ttor more risers. 2. Top of the handrails shall be placed not less than 34 inches nor mOTelffirciffinches above stair nosings. 3. The handgrip portion of handrails shalt be not less than 1-1/4 inches nor more than 2 1/4 inches in circular cross section. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface, 5. Handrails to be returned to wall, post or salty terminal (per 311,5.6,2 IRC) A 111 d t ccepta e ra 11 e a s 1-1/2" min.-- 1 1/4" 2" Gripable Wall or other surface 1/2" 11110. This handout was developed by the Colorado Chapter of the International Code Council es a basic plan submittal under the 2003 International Residential Codei II is not intended to cover atl circurnstances Check with your Department of Safety for additional requirementsi cceptable ftandrails TOWN OF ESTE P.C.,. RO REETTIDTTITAL, IF.111112PIETP .101.3 ADDRIESE:', C3`: REFLIVIrr occurpm,„Tcy c5Pcrup-a2, coNsT„ ILOAA-1); SHUINKLER 00±tQ J UflJ CC1)4:14_ foq5=7:._ PINIC)111-E DESCIRi1TIDI11 C3114 C-.±357_q-0 yiEnuc y.viusT jfa FE)10frEiz, ,i.;TffD) vizmuE aff THE hiarITTE OTE KISSET11 21,\IM.4 MUST' 0.E '9/117719T. ITLAZ`rif C (IETHEIR, °V,TilL'EEVE.PECE0.0" MA,ITERESLIL„ SETBACKS . _ FOOTING FOUNDATON Lif,191ER GROTlifilD PE./ RAD DAMP Pt? ROOFIIIG (FQLTi1J0ATllO1,,,T BASEME) WALLS) PLUMBING ift4)))5RGROUND 'AG)) SEWER SERVICE & U1141108RGROURP OUTSIDE' 3UILIDINGISAII 'ST.) al6.0 / 8,7i6 WATER SERVICE ijifvl42 ()UGH MECHANICAL , t ROUGH ''''LU1 r IN GH GAS 'PLACE OUGH ELECT ROUGH BUUDNG FIRE BLOCKING / FIRE STOP ROOF .OUGH INSULATION DRYWALL (r 2oO PC.° 2 C F STATE CER INSP.) UNTY WI DPI ELECTRIC (SIATh ).) FINAL JOB COMPLETED INS P'ECTIONS ST .!. INSPECTIONS CAN E " S CTE AL I" LICENSE TOCS Y.' Q STSMUST SS, TYPE OF INS MENTS C NT TOWS r N(S), AND E DELAY IISPECTII NS, Revis&1 11103/200S - SA 11113 Pileme Read Emst 2., This card 3, Tn approv. 4. W k Shall ifeniiit iireAteriai re -novel. It at 57'7-3731. I) jib dress; 2 iiit LD2 posted on the job site for al „be oritb.e j b site., fr' all in gil the, inspector bps a T1 77-373R . The number.; 3) type of .inspecti .k day. Unseal, zed 5. Permiis wW become Min nd void if the audready for the first irispegtion within 1.80 day pe • tit issue el te, or if 'M. re Man 1.80 days eb ses betwe inspetions. 6. A re-inspeeti n be lay be assessed '9 rd. a de emit are n t v le; 3) Mc „ss to the site is nut provided for the inspector; 4 5) evicorree are not properly . ade. Additk :es the receipt is wi t this inspecti n card. 7 ok id footing irispectise will not be pelf rmed by the Tow provide a stem letter from a prolessior • d surveyor / nineer ce 3.. All concrete reinforcing steel must be i Iace before The appr mitation district must be contacted ground piumbi outside of buildings„ O. The To Water Department must be contacted (586-3 II. let ed pcnuitsd inspectio are provided by the S 77-3589), Tw-4wr (24) h''urs itie' d m time of fr1 iiispeetion ons and m t alt pections, o CO. fws • ust bey id prior requ ins on until RYA approved eontrac 13.. Utility Locate 8 -922-1987 t. d are peetions ns ctio nd service line rov ditions will prohibit contrsetA3r lice ing. The app ted ptior be made f e dearly staked or been apt veei by the Municipal C1r k. Xc-el g17727858 eaIth lept 970-577- e artment if Buil& . g Safety 577-3731 or 377-3728 Fax 586-0. 9 of all wider avieTzl Mi3/2,05 - PER ,'IT # DATE 2010,©S;©7 INSPECTION TYPE ADDRESS: STATUS 19-vt"'l='41 Z) P 1: NOTES I INITALS \\Servera\Cornrrt Dev\ uilding\CT s Files\Forrns\lnsp. Record supplemental.doc DATE INSPECTION STATUS NOTES / INITIALS TYPE \\Servera\Comm_ DevlBuilding\CT's Files 1p"orms\Irbsp. Record supplementalc ndependendent Plumbin Fiske. Electric orthern Colorado Air Thermal Concepts alker Drywall. Spaur Painting pex Roofing Loveland, Design. Dallman Construction CONTRACTOR / SUBCONTRACTOR TOWN BUSINESS LICENSE AFFIDAVIT Applicant Name: Je f trey P iviorea Business Name:pal lman Construction Company Inc. Mailing Address: 211 Fourth St. Estes Park, CO 80517 Phone Number: 970-586-5141 Address of Project: 2385 Arapaho Road Permit # 8839 Type of Project: New Residence Please list the required information for all contractor/subcontractor, who performed work/services for the above ro'ect, Business Name 5=775717s Excavatiol )untain Concrete Scott Solutions -Dan Kevin Contact Name Griff Mike Brown Steve. Scott.. Kevin Diane Complete Address ox 7F77fa'e. s Pa rZT65 7 Business License 614 Box 2781 Estes Park, CO 80517 402 v 1807 Valley. Forge F.C. Co 805 6 1423, 1023S.Lincoln, Ave.Loveland, C 1823 Harmony Fort Collins,C0 Box 270066 Fort Collins,C0 Box 584 Windsor,C0 80550 Box. 1435 Estes Park, CO 80517 1047 Sutton Ln Estes Park,00 360 S.Lincoln Loveland,C0 211 4th St. Estes, Park, CO Summit View F. Col I , ro 594 016v" 917' 418V 658% 099 1 certify that this Affidavit represents a complete list of contractors/subcontractors who provided work/services on the project described above, and I understand that Final Inspection or Certificate of Occupancy will not be issued until ,all contractors/subcontractors listed above have acquired a current Town of Estes Park Business License, Applicant's Signature: RETURN COMPLETED FORM TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Date: Initialed By: Town Clerk: Date: Building Official: Date: 6/14/02 CONTRACTOR / SUBCONTH „ACTOR TOWN BUSINESS , .=:INSE .AFFIDAVIT Applicant Name: jet: trey P Moreau. Business Name: Daliman Construction Company Inc . MaiUngAddrcss: 211 Fourth St . Estes Park, CO 80517 Phone Number: 970-586-5141 Address of Project: 2385 ARAPAHO, ROAD PERMIT # 8839 Type of Project: NEW SINGLE FAMILY RESIDENCE Please list the required information tbr all contractor/subcontractor, who performed .work/services .for the above ro e c Business Name .a an x...avation Contact Name Lill Scott Solutions -Dan Kevin Mountain Concrete Independendent Plumbin Fiske Electric Northern Colorado Air Thermal Concepts Brown Walker Drywall .ur Painting pex Roofing Loveland Design Dallman Construction The Stove Shop_ 0 GT: f Mike Steve Scott Kevin Diane Jeff Terry 77/7" Complete Address 13.x. 4. stes fark,co—sbsi7 Box 2781 Estes Park, CO 80517 1807 Valley Forge F.C. Co 805 1023S.Lincoln Ave.Loveland, C 1823 Harmony Fort Collins,C0 Box 270066 Fort Collins,CO Box 584 Windsor,C0 80550 Box 1435 Estes Park, CO 80517 1047 Sutton Ln Estes Park,CO 360 S.Lincoln Loveland,C0 211 4th St. Estes Park, CO 200 N US }lwy 287 F.C. CO Business License 1 certify that this Affidavit represents a complete list of contractors/subcontractors who provided work/services on the project described above, and I understand that Final Inspection or Certificate of Occupancy will not be issued until all contractors/subcoptractors listed above have acquired a current Town of Estes Park Business License, Applicant's Signature: RETURN COMPLETED FORM TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Initialed By: Town Clerk: Date: Building Official: Date: Date: 6/14/02 Received Date I Town of Estes Park Permit Number Received By CLINX Long -Term Residential Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information and Inspection Line (970) 577-3731 • FAX (970) 586-0249 • www.estesnet.com NOTE: Use this Form for Long-terun Residences 30 days or more. Permit Expires Job Address: Lot: Block: Owner Name: Address: Contractor: Address: cos-z_ /vie() (Street) (City) (Zip Code) /11/11(/// /17V..%r 1/1C tffil./7 Town License #: fizAtO oe0 /4-6 Condo: N Yes; Lot Size: sf/C) /41;e4ifri Parcel #: zeileof I/6 phone: -3/ 0157:5- ..51C 7 (Street) (City) v Phone: (State The Following Ap lies to New Work Only - Complete all that applv: Nesv Building 0 Alterat.ion 0 Addition. IkOwner 1 Residence 0 Rental -30 days or more 0 Accessory Dwelling Existing use: Proposed use: ; # of New Dwellings: „ ; Sewer; 0 Estes Park Sanitation A Upper Thompson Sanitation 0 Private Septic Reluires Aplicant to first go to the PiuiiibTiig invoive(r c-N5-111 Yes -- State anif"Townai-Censes Required; Priembing Fixture-Workhc eet Required: Fixtures: 0 Add 0 Relocate 0 Replace 0 Demolish Water Service: 0 Existing New # of Meters: / er Plan# 1-1(i.:ta:INtlieDwel(paili:tenilieci:lisit:. Meter Size: inches f Electric Involved: 0 No 114.Yes -- State & Town License Required. State Permit and Inspection Required Service: 0 Existing 1New: D Overhead 61 Underground; # of Meters: ; Meter Size: ,et`V amps; Temp Meter; 0 No Type. of Heat: Gas 0 Electric Building 't. Job Descripliun: /414/ # Floors Ca...Furnace 0 Boiler Basement (sf) Fin UnfinefiA4._ Fuel Gas Involved: 0 No Yes Qualifications and System Sizing Required Type: Natural Gas El LPG 171# of Gas Appliances / Outlets: Floor( Fin Unfiri Pr*. /y 42 2" Floor (sf) Fin €f" tinfin Garage / Carport (sf) A.Uached. Detached !Total Valuations (Labor & ' terials) Porch w/ Roof (sf) Yes deck w/o Roof (sf) S' 1 certify this application is true and correct and agree to perform the work described according to plans/specifications subrnitted, reviewed and upproved, and comply with. local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT 1 AM R.ESPONSIBIE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH nits APPLICATION. Pi -Contractor El Owner 0 Owner's Agent. 0 Tenant Signaturt Dat *** Office Use Only *** lit/Zerv's 7; 376e0/71,,( Job scription: Application in.fortnation ppro!j!!rovL ',; ;'!',' Fees Public Works App.. , able Cotle(s): Occupant Load(s): ' pe of ' struction: Occupancy Class s : Water I...,ight & Power Flirnr Louc(s): Roof Load: Pbrnnin1. 1 Variances: Fire Department Building Setbacks Front Sides Rear River Plan Review ZoningHazards .Ieo Wildfire Hood Census # County Tax. Certificate of Occupancy Building Offcial I ate Total i1Serve,raworrimdev`d3uildingTorrns \Applications\.Building Page 1 Revised "7/14/2006- CB ReceiveDate Town of Estes Park Permit Number Received By Xf\t"\Long-Term Residential Application / Building Permit NOTE: Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information and Inspection Line (970) 577-3731 • FAX (970) 586-0249 • www.estesnet.com his Form for Long-term Residences 30 days or more. Permit Expires Job Address: of„,(09-11 /2-0 'Hi Lot: Block: 7/,_,Subdivision: d-mtpylt_bile,4-P5ig5 Owner 'Name: k..07 Fq Address: / Cr 8-1 Me 71-1f i2Reelf (Street) (City Con ractor: 4&C(// Eporece, t-r&v Town License #: Address: (Street) (City) No 0 lies; Lot Size: Parcel #: 3'021 7 "‘"- .5-1Sr Phone: 1Y41 State) --(Zip Cm Phone: if-0 2 <-1)- 7 (State) (Zip Code The Following Applies to New Work Only - Complete, all that apply: 0 New Building 0 Alteration 0 Addition Master Plan# Building Jise(s):Owncr / 'Residence 0 Rental -30 days or more 0 Accessory Dwelling. Existing use; Proposed use: ; / If of New 1)we1Iing 1 ; ft of New Kitchens: Sewer: 0 Estes Park Sanitation Upper Thompson Sanitation 0 Private Septic --- Requires Applicant to first go to theHcalthpcpartment. Health Department.. _ ... Pliimbine„InvOlveif 17WiEr Yes -- .. 'tate and Town Eianses-R.equired;757ionbing Fixture WorUleet Required: Fixtures: 0 Add 0 Relocate D Repla.ec 0 Demolish Water Service: 0 Existing New - ;4 of Meters: . Meter Size: inches Electric '.nvolved: 0 No (N:Yes - State & Town License Required. State Permit and Inspection .Required, Service: 0 Existing 1New: 0 Overhead k Underground; # of Meters: ; Meter Size: eV amps; Temp Meter: 0 No Yes Type of Heat: 1 Gas 0 Electric ,Furnace 0 Boiler Fuel Gas lnyolysd: 0 No Ycs Qualifications and System Sizing Required. Tvne. IM Natural Gas 0 LPG # of Gas A itiances / Outlets: Build ing I/ FloorS ' ase sf) r Floor 2"d Floo7f Garage i (.arpon (sO PorchRoof tieck. w/o Roof Heigh;: a Fin Fin Fin 5 2."-- Attaehed '23-2-ir (s s • 2-7-6 F.- 'itine-tA44.4._ Untin Alak- Unfit) Detached ob Description: /411/ Total Valuations. (Labor crials) I certify this application is true. and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes., 1 certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS .APPLICATION. ALCOIltraCtOr Owner Signatur Date 0 Owner's Agent int Na 0 Tenant AtifiviNlifykVitio,a46--( *** Office Use Only *** Job Description: Application 1 nformation Approved Disapproved Fees Public Works AeRgeli(esIble ' of o s et' : Occupancy Class(es): Water Light & Power Occupant Load(s): Floor Load(s): Roof Load: Planning Fire Department Variances: Building Setbacks Front Sides Rear 'River in Review Zoning Hazards (eo Wildfire Flood Census # County Tax Certificate of Occupancy Building Oficial Date Total \\Servera \contra devAluilding\Forms\Applications1Building Page Revised 7/14./2006- CB Received Date' ? Town of Estes Park Received Ry el_VV",„ Long -Term Residential Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information and Inspection Line (970) 577-3731 • FAX (970) 586-0249 • www.estesneLcom NOTE; Use this Form for Long-term Residences 30 days or more. Permit Expires Block: Owner Name: /47C- Address: Cr 8-1 AOC 01-e- •A(2-, (Street) (City) Contractor: AlLeiNv 4,01/..57-ieve 774'11/ Town License #: Phone: Address: .241 The Foliowing A plies • to New Work 0nly - Complete all t apply: 0 New Building D Alteration puildiag_1,21; 0wne / Residence 0 Rental --" ' days or more 0 Accessory Dwelling use: _...„...:.......................„....._...........„„___.................„._ Proposed use: f #ofNew Dwellings: : # of New Kitchens: Sewer: 0 Estes Park Sanitation kit !Ipper "Iliompson Sanitation 0 Private Septic Requires Applicant to first go to the Health 'Department. 7ftinibin—voNFEEThio Yes - State andT own LicOnses-RegiTiile-FP7Tanhing Pix ture-rfriaiheet Required: Fixtures: 0 Add 0 Relocate 0 Replace 0Demolish Water Service: 0 Existing New - # of Meters; Meter Size: inches _.........:,........._ - Elect S c Involved: 0 'No Existing State & Town License Required. State Permit and Inspection Required. New: 0 0verhead I7 Underground; # of Meters: Pe- 9Ltta 7 - Ft. Gas 0 Electric # Floors Basement (sf) Fin . ace oiler 1st Floor Fin / Unfin Size. ,Z. 0 T )s; Tenip r: 0 No Yes Euel Gas 1nvotye.d: 0 No It Yes - Qualifications and System Sizing Required Type: Natural Gas El LPG # of Gas Appliances / Outlets: _ rd-Floo_qs0 , Garage / Carport (st) Porch w/ Roof ...._, Fin 'PIN( Attached 112--ir (st) Unfin 'Detached "leek w/o Roof b Descrip, tru /747147 "tY certifythis application i.s true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and complywith local ordinances, state and federal laws as .well as building codes I certify that I have the property owner's authority and permission to apply for this permit, Additionally, 1 UNDERSTAND THAT 1 AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER :o No 0 Yes; Lot Size: Parcel #: 31/6)01 Addi 'Fetal Valuations (Labor tcrials) ia FEES ASSOCIATED WITH THIS APPLICATION, Contractor 0 Owner 0 Owner's Agent Print Name PAllithiliV ce Use Only *** Job Description: Application a on Approved Disapproved Fees • lie Works Applicable Cotie(s): :,:ype of Anstruetion.: -cupancy Class(es): I Light Si Power Planning Occupant Load(s): Floor Load(s): Roof Load: Fire Department Variances: Building. Setbacks Front Sides Rear River Plan Review Zoning Hnzards Geo Wildfirc Flood Census ' 'minty 'rax ,ertiticate o. Iccu uney Building 0ffciIDate -lotal N\Servera \cornm_dev'lluildingTorms\Applications\Bufiding Page l Revised 7/1412006- CB (--.) =o (i") <UJO LL-1 _J UJO CID in < - __J LIJ t ,74,tr +•- L. • II3C 7' I I-1 C;'/.. —3(9\c/4,71 L)7., 4t4' mi1,0m000Pel 1 • --.01 qued •••?9•••t•!' Ir••••••;-; •••••01 (11'.?) (.),„,--y,•••••\7 . rup I .10yrreil 11-.7 rr3 1'7) - - I L P „e„.• 147,4 Vto.(1 \\A \ 0.1 lrt1 OD. Z7-7 f.41 1,4)1j 0 ui I MING PLAN GABLE FR WEST ENT RAMING PLAN MING PLAN AY GABLE FR EAST ENT a ; P. w < CONSTRUCTION \/ 1 Z i Z-')Q5 -OLb 05,e a"D'SNI`rd ot. xac o a")rvec lcaSJ r Lo-�Z-OI :a174 r 0 60-sI-01 :n�a Lo_e)2-0I %'31VQ )3O IG'j'J � Ny 0 3 0 o.�I!3� -'7Z-OI +'31H�j r3 lc; arv-11d J1--11 0 r- 0 rtcJ CN \VILE] 60- s - ZOTZ-Ol'.11`.10 1,1 0 0 1 0 :I \73sci <771 r9rThtfa 1-1,1.4 Lfl ,,11'104 1 "o )-11 —771 111 j 9 '2111.'1 '111 11 , ,j6JJ.LS s1 T.,.4c.,2-1i;%1T-;'11111111'1 , I ,tIII‘,9A I11 1 9 T- 111111 , 1'141 • 4'1,1 —71 7 Tr -714 191 ..0,51g1 A = 33 11 bo-Si-oi : ne'd Lo-%Z-Ol:arvc ANY 0 9 0 &/o \ }%] 5 \ @_ 0 0 <a Z 0 0P. coa� 5a<4o� 0 N 2 °k to 0 < 0 [