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PERMIT 311 Big Horn Dr Remodel Master Bedroom & Bath 2010-03-10
ed it Z ift.2 ? / 0 Town of Estes Park ,f Permit Number Received By _2,;j22' Lo 'g-Tenn Resi ential Application l:).iuilding Pen it Department of Building Safety 170 MacGregor AvenueP.O. Box .:1200 Estes Park, CO 80517 Application Expires 4,1V General information and Inspection Line (970) 577-3731 FAX (970) 586-0249 m www.estesnetcom NOTE: Use this Form for Longterm Residences 30 days or more. Permit Expires „ ob Address: mar Condo: No Yes; Lot Size: fls4„., s YaKi ot: Block: ............._ Subdivjsion: r,us„:enIsizs! ?1, t-^k- 0 f cr, FclELA1,4,--, 2kLe III-0)17 Parcel #: rt i_.5 1.c.41ciiiit. i: 'VD' ') i' i--) li--4 --r44.04,,,,,,, 44- 5: ulr ItPuo,„r 'Inh'' n ,,,,,e, pk ,,,,),,! 7 , ',,, t. wner Name: ,j/„„)'/4),)/ 4', 4 .- ' „ J, , 4 Phne:: I; /, ' Address: I I I 0 7-cl: (Zip Code) Contractor: Town License #: 604f4:41-Phone: Address (Street) (City) (State) S ueet) ut // _1 y The 7ol.owing A. hes to New o k Only - Comp: ha New Building Building Use(s): J1 Owner Residence 0 Rental -30 days or more 0 Accessory Dwelling Existing use: Proposed use: # f New .Dwellings: ion 'State) (Zip Code) Additwn Master Plan # of New Kitchens: Sewer: Estes Park Sanitation 0 Upper Thompson Saniation 0 Private Septic - Requires Applicant to lirst go to (he• Health Department. Plumbing 1 volved: U NoW Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required,. Fixtures: Add Relocate 0 Replace 0 Demolish. Water Service: xisting 0 New - # of Meters: Metei-; ze: inche Electric •nvolved: El No Qi‘ Yes StateTown .Licensc Required. State Permit and Inspection Required, Service: Existing 0 New: Type of Heat: 0 Gas Electric' Building Height Job Description• Overhead 0 Underground: of lers: ; Meter Size: Furnace Botler Type: 0 Natural Gas Ifi Flo f Fin „..„ Unfin amps; Temp Fuel Gas Involved: No 0 Yes - Qualifications and System Sizing Required. .YG # of Gas Appliances / Outlets: Vd Floor (sf) Garage / Carport Of) Fin Attached- , ----"'- Unfit,),••-'""' Deta•chefr" Porch w/ Roof (sf) No Yes Deck w/o Roof Total Valuations (Labor & Materials) $ I certify this application is true and correct and agree to perform the work described according .to pla.ns/specificattons 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. 0 Contractor 0 Owner. 0 Owner's Agent 0 Tenant Signature Job 1)escription: Applicable Code(s): Occupant Load(s): Variances: Date Print Name ".)17eC,,,),0 iv\ -cupancy Class(es): * Office Use Only *** Floor Load(s): 5rc0 05- L, et, Water Light & Power Planning Building M. Setbacks Front ,,,,, Sides7 le)' Ilan Review u <714 Zoning Hazards. Census # County Tax Ito Wildfire Flood L. 11 I . • Certificate of Occupancy Buildin)Jfrcal Date Total u „u, Application Jnformation ved Disapproved Fee nr,106111111 \\ServerakoninldevlBadding\ForriaslApphcations\Budding Page 1 Revised .7/25/2007- Received 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 General Information and Inspection Line (970) 577-3731 * FAX (970) 586-0249 www.estesnet.com/ComDev/ 4E/ oh Address. ot: Block: Subdivision: Name: Lot Size: Parcel #: stlac Phone: Address: 9, / (Street) (City) Contractor/Applicant: Town License #: Phone: Address: (State) (Zip ('ode) (Street) (City) (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 adviseclVhighlighted 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 E Upper Thompson Sanitation District F.- Estes Park Sanitation EINew Construction E Adding, Relocating or Vacating Plumbing Fixtures E Adding Square Footage to Existing Building Footprint E Adding or Vacating Septic System E Sand/Oil Interceptor / Grease Interceptor „ Approved' Date 2. LARIMER COUNTY HEALTH DEPARTMENT 11 Commercial Food / Drink Preparation El Alcohol Sales (On Premise) IT Day Care (6 Or More Children Under Age 18) Septic System E Sewer Lift Stations ri Public Swimming Pools / Spas / Hot Tubs Approved Date 3. STATE ELECTRICAL BOARD ri New Construction with Electrical n Addition / Remodel with Electrical 4. STATE ENGINEER Water Well 5. STATE DEPARTMENT OF REVENUE Tax Exempt COMMENTS: A V, VA\ Note: New Interior Grease Traps are prohibited by the Building Department and the Health Department. COMMENTS: (1Servera\Con evlBuddingTormslApplications Page 1 Revised 06/08/2006 - CB RESETEF,FsilrfikiL RECORTII JOB A,DDREss ct PERMIF #,L.„ TYPE / OCOUFANCJi: sr.-D)Ria,TICLEB,_ CONTPACTOR .5TE 5cEil1o,NE___ 3( p DESCRIPTION OF WORK '‘414c3.0 P 4iAr5Jrive— 36 f2400i. f 40 0 "1,144-5' i3 ,11-714- THISCdJD MusT BIT )12,02.TrEla AVID "VIOBLE DIROW)1 'THE IFIR?,(CATIf OilT ,U1ID) MUST T.1533 IP'EUT.T1C,TED WITEI PLASTIC O. grianza. ,),7.k„qc.gosy.pfoxp1. q)CCLIP161BACY GROUIF".. OWH SETBACKS, FOOTING FOUNDATION 2f) c.-sT ?'" UPPER GROUND P E P PflflFK PLUMAING UNDERGROUND (1IISEDE BUILIDDIG) rJcavAry I V ri_i_dua PI SEWER SERVICE St UNDERGr,NIUND OUTSIDE WATER SERVICE ROUGH MEC '' ' CAL 7 IliFBUILD G (SAN rms7,1 ROUGH PL' ' 1: i G7 c-,.. ROUGH GAS FI" ' PLACE ROUG ELECTRIC (STA ' S ,, 7 z- i'4(Bj ROUGH BUILDNG f IV 1 EXTERIOR WALLS ER OPENINGS FIRE BLOCK1NGpTj(::::;r 7 ROOF ' if FIN 1 7/7 ' ROUGH INSULATION e...4 ' 1Cs DRYWALL PitiLr'( L--- 0 V, ON L--", . r , SPRINKLER (STATE CERT 's1SP.) COUNTY WILD FINAL ELECTRIC (STATE INSP.) 5--,zrh--, „. , FINAL JOB COMPLETED - Te, ' It ,Y CA ..11,11' i„))41(.1 , : D _ 71-AT4 1 L MI"' ECTIONS 1 ' I" IST BE' 1' OP ' T lik' . v dAin PM 1 imAi. Dpw-95.-nymni A DAY. INS ECTIONS CAN ONLY TO BE INSPECTED. ALL SPECTION REQUESTS TO LICENSE IER, JOB AD RESS, T TO CO r LY WITH OF T SE RE E Q CO T INCL OF INS NTS li E T i CO ECTION(S), PE Y DELAY INSPECTIONS. \\Servosa\corruR jFor113S Revised 11/03/2005 - SA p t JLI 77-3731 s C Request inspectio s *MY at 577-3731. Inspections may be requested at anytime. The following information is necessary to schedule an inspection: 1) job to ; 2) permit number; 3) type of inspecti.n(s); 4) H peeti be c. ecia litum the "1 p e" by 4r p. pr 'g work d y. 2. This card and the permit must be posted on the job site for lliuspections. 3 Town approved plans must be onthe job site for all inspections. 4. Work shall not proceed until the inspect r has approved the necessary inspection. Unauthorized c.nstruction may result in material removal, Permits will "i r'come null and void if the authorized work is not ready for the first inspection within 180 u ys of the permit issue date, or if more than 180 days elapses between inspections. 6. A re -inspection fee may be assessed when: 1) Inspection card and permit card are not posted; 2) The approved plans are not available; 3) Access to the site is not provided for the inspector; 4) Inspections are requested prior to the work being ready; 5) Previous corrections are not properly made. Additional inspections will not be made until re - inspection fees are paid and the receipt is with this inspection card. Setback and footing inspections will not be performed by the Town unless all lot comers elearly staked or provide a stamped letter from a professional land surveyor / engineer certifying setbacks. 3. All concrete reinforcing steel must be in place before inspections are performed. P. The appropriate sanitation district must be contacted to make taps and "sewer service line" inspections of all under ground plumbing outside of buildings. 10. The Town Water Department must be contacted (586-3608) to make water taps and service line inspections. • IL Electrical permits and :inspections are provided by the State (577-3589), 2. Twenty—four (24) hours notice is required from time of final inspection approval to issuance of a Certificate of Occupancy (C.O.). Failure to request final inspections and meet all permit conditions will prohibit the issuance of a C.O. All fees must be paid prior to requesting final inspections, including contractor licensing. Do not call for a final inspection until Am approved contractor affidavit has been approved by the Municipal Clerk. Utility Locate Or $-922-1987 i4. Department of Building Safety 577-3731 or 577-3728 - Fax 586-0249 Xcel 800-772-7858 - Health Dept 970-577-2050 .;;AILic-AVaWak ji0borz\f/C000,V0,(MV Rovind 11/03 05 -SA Census # IOW Teived !)ate / el St Permit Number Received By 1';,),^`",,: _ _ L ag-Te i side tial A a i / il ing erinit 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-term Residences 30 days or more. Permit. Expires Job Address:. :31/ .(7.1. Subdiyision: kt, p),,,e f"))))));:,),),), di ), Parcel #: Lot: `'.-) Block: _........, ,,r). t):'_, .c-,7):), C))16):- A ‹)::), 1, r )))).)))))...—""two))).„,zsm,, tore' 15,,,,,,Acr.,5 F•'. , .:",:kt ,cc3c"-2. il cc1,4 illt„, ' Owner Name: %.)-.L....,../,'),' L,./ .,../.. ....,.. . ....../ Phone: '-1/-.1./."' Condo: Address: )..0 / (Street) • es; Lot Size: L sf/ifr) (City) (State) (Zip Code) Contractor: Town License #: :/1Phone, / Address: (Street) (City) The Following Appies to New Work Only — Complete all that apply: 0 New Building jMteratkJn .0 Addition Master Plan# Building Use(s): 10' Owner / Residence 0 Rental —30 days or more 0 Accessory Dwelling Existing use: ___ Proposed use: ; # of New Dwellings: ' # of New Kitchens' Sewer: „Estes Park Sanitation 0 Upper Thompson Sanitation 0 Private Septic — Requires Applicant to first go to the Health Department. Plunibingtir volved: 0 No IpT; Yes — State and Town Licenses Required; Plumbing Fixture Worksheet Required, Fixtures: Add ,ta Relocate 0 Replace 0 Demolish Water Service: DCExisting 0 New - # of Meters: . Meter Size: inches Electric Involved: 0 No f5iYes — State & Town License Required, State Permit and Inspection Required. )))'" Set -vice: Existing 0 New: 0 Overhead D Underground; # of Meters; ; Meter Size: _ amps; Temp Meter: 0 No 0 Yes Type ofHeat: 0 Gas ir;;" i (,,,,, 0 Funiace Fuel Gas Involved; No 0 Yes — Qualifications and System Sizing Required. 0 Electric' ' '''' p'Boilei Type: 0 Natural Gas 0 LPG # of Gas Appliances / Outlets: Building # Floors Basement (st) 1.m. Floo,r,(sf) 2" Floor (80 Garage / Carport (sf) Porch w/ Roof Deck w/o Roof Height: Fin :,,," Ftn ....) "i Fin Ft. Unfin77—' Unfin Untip.,,"' ''0 -„ Attached „,'"' Detached, (s, (sf) --"'"'- (State) Job Description: "2 ) Total Valuations (Labor & Materials) ) )e_<.)"(5_,) 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. I 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. 0 Contractor 0 Owner 0 Owner's Agent 0 Tenant (Zip Code) Signature ate Print Name *** 0 ce Use Only *** job Description: vtAHritz:4A, lit--,40rzi,D0 mAt,i, PO) AAIT i tl Applicable Type of Coe.(s): Co.nstruction: 2003 ivq,„, Occupant Load(s): ) (nu Variances: Setbacks Zoning Occupancy Class(es): Floor Load(s): Roof Load: 75"' c ect 9 cL4. rtalu)))r),„„) Front Sides Rear River Hazards Geo Wildfire Flood ilding Officlal A Date tiC2 Public Water Light & Power Building Plan Review County Tax ,ertificate )a ccup 'Total Application Information Approved Disapproved Fees ViServeralcomm_dev WuildingWonns\Apphcations\ Building Page I. Revised 7/25/2007- CB . . Received Date 0 t Town of Received By Application for stes ark ui ermit Permit Number Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information and Inspection Line (970) 577-3731 * FAX (970) 586-0249 w.estesnet,com/ComDcv/ job Address: Lot Size: Lot: Block: Subdivision: Parcel #: Owner Naine: Phone: /e Address: ://v// Contractor/Applicant: Address: (Street) sf/ac Cay) (State) (Zip Code) Town License #: Phone: (Street) (City) (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 ri Upper Thompson Sanitation District E Estes Park Sanitation liNew Construction E Adding, Relocating or Vacating Plumbing Fixtures 11 Adding Square Footage to Existing Building Footprint El Adding or Vacating Septic System 1-1 Sand/Oil Interceptor / Grease Interceptor gicI Approve Date 2. LARIMER COUNTY HEALTH DEPARTMENT E] Commercial Food / Drink Preparation I-1 Alcohol Sales (On Premise) Eli Day Care (6 Or More Children Under Age I 8) El Septic System Li Sewer Lift Stations n Public Swimming Pools / Spas / Hot Tubs Approved Date 3. STATE ELECTRICAL BOARD El New Construction with Electrical E Addition / Remodel with Electrical 4. STATE ENGINEER E Waver Well 5, STATE DEPARTMENT OF REVENUE 0 'fax Exempt COMMENTS: kAc,Vb 0 111.Pu6-41 Note : New Interior Grease Traps are prohibited by the Building Department and the Health Department. COMMENTS: \\Servera\Comm_DevlBuilding\Forms\ Applications \Building Page 1 Revised 06/08/20M - CB Received Dale Receiveti. By )1C)) Permit Numer bL" I 111 F T A 61, Department of Building Safety OWNER'S ACKNOWLEDGEMENT FORM If a commercial or residential project includes demolition or renovation work, the property owner(s) must contact the Colorado Department of Public Health and Environment to obtain either a State Demolition Permit or a State Asbestos Abatement Notification/Permit, The Colorado Dept. of Public Health and Environment 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 e-mail: www.edphe.state.co.us This form must also be completed and signed by the owner prior to issuance of a Town of Estes Park Building Permit. (owner) agree to contact the Colorado Department of Public Health and Environment to determine the state requirements for any work on my property located at (address), I understand that I am accepting full legal responsibility for all Colorado State requirements and liability associated with the project. S igu re of Owner Address City State Zip Date Telephone (970) 577-3735 4 P.O. Box 1200 + 170 M3 cGregror Avenue + Estes Park, CO 80517 AServeralcomrn dev \BuildingTorms \ Various Forms\Owner Acknowledgement Form (demu and asbestos).doc Revised 10/23/06- CB ) ESTES PARK SANITATION DISTRICT PO BOX 722 ESTES PARK, CO 80517 ff' 74. INVOICE NUMBER: 030901A DATE March 9. 2010 CUSTOMER Stefan and Jennifer Schmid ADDRESS 311 Bighorn Drive ADDRESS, CTY, STATE ZIP 'Estes Park, CO ,; 0' 1 7 ACCT. DISTRIBUTIONS: Acct. # Amount 4030 1,141.00 PROJEC1 OR INVOICE REFERENCE WORK DATE 1 TERMS Demand charges associated with store remodel 3/9/2010 Net 20 QUANTITY DESCRIPTION UNIT PRICE AMOUNT 110 Additional demand fixture units associated with remodel 163.00 _ $1,630.00 -3 demand fixture units less than minimum 1163.001 - $489.00 1 TOTAL DUE 1 $1,141.00 MAKE ALL CHECKS PAYABLE TO: ESTES PARK SANITATION DISTRICT QUESTIONS CONCERNING THIS INVOICE CONTACT EPSD OFFICE AT (970) 586-2866 FINANCE CHARGES OF 1% PER MONTH WILL BE ASSESSED ON PAST DUE BALANCES THANK YOU! stes Valley Develop ent Code uildin Permit Checklist Building Permit #: Rvt-316,c) Address: Date; tc) 1. Planning to Participate in Pre -Cori Meeting? Y. N If Yes add comment to PTWin 2, Zoning District —t" 3. Zoning District Setbacks Front: "'"F":t, Side: t Rear: t.ctztt River/Stream Setback: Buildings: Parking Lot: Wetlands Setback: --- PUD/Building Envelope? Y 5, Gross Lot Size: t,„„r") 4tC CC.thw Source: .Ste 6. Hazard area (geo, steep slope > 20'%, wildfire, flood)? If yes, what? 7. Ridgeline Protection Area? Y 01b11,0 8. Was the single-family lot created prior to the February 2000 EVDC effective date? l(Y) N Note: An amended plat/boundary line adjustment recorded after February 2000 — 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). !LI'. 10. Isitaiegai1ot N 11, Is the use permitted?ralti),) N 12. If the property is zoned "A" Accommodations, what use is permitted? (a) Accommodations Only (Average stays of 30 days or less) (b) Accommodations and Residential (c) Residential Onlytt(4) Not Zoned —NA) 13. Site Drainage patterns affect neighbors? 14. Development Plan Required? Y man # If yes, review and update the Building Permit Tracking Sheet stored under Server A\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: r-,3„144. a. Improvement Agreement Signed & Recorded? b. Improvement Agreement Set Up Fee and Recording Fee Charged? Y //l4' c. Letter of Credit/Financial Guarantee Current? 16. Variance Granted? Y Name/Date of Variance 17. Any special requirements on the plat, Building Permit Ap lications Standard Notes worksheet, County status books, or Annexation Agreement? Y J1 f yes, what? 18. Stanley Historic District or Historic Tax Credits? Y jtt) 19. gRURAlilvolvedi'-- Y N 20. Neighborhood Association: Fall River Estates, Carriage Hills (outside Town limits only), Dunraven Heights, Uplands, Korai Heights, North End, Windcliff? Y (1% (If yes, notify). 21. Are the site plan and floor plans consistent with each other? Irt,„ \\Serveralcomm_dev\Forms\Building Permit Applications - Estes Valley Zoning Approval Checklist.doc „ Rev: December 2, 2009 Created on 10/8/07. 22. Multiple kitchens or accessory dwelling unit? Y 23. Accessory structure? Y LS) Garage size: — 24. Length of garage doors & walls facing street "--1 Total Sq. Ft. of Accessory Uses # of accessory structures on property 25. Height: 26. Check utility locations. Co -located on steep sIopes?IL. Impact to trees m inim ized?CNit 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 maintain compliance with the state mandated 500 ft. minimum separation. Complies? Yes No cIN7A- 28, Check for NCWCD for County permits. 29. Compliance with Appendix D, e.g. curb cuts, driveway slope, driveway width 30. Check aerial for all lots except s-f lots created after February 1, 2000 for impact to vegetationJ4. 31. Check address file for past history/conditions. fr:s.vc-4 32. Floor area ratio for non-residential, except "A" zoned, and Multi -Family development _V 33. Lot coverage for non-residential and multi -family development IA& 34. County Permits: Notify UTSD all for additions and remodels (including decks). Notify water department for all permits on town water system. Stamp plans (include 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 Dan Ellis, Katherine Huber, Chris Bieker (UPSD). Store email in the street file on server. 35. Town Permits: On the application form, Write in the applicable zoning district, setbacks and hazards. Note any BOA/Staff-Level variances. Sign date and initial the "Approved" box. On the plans, Stamp and sign Field and Office sets of pans (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 of 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 area on the plan. In PTWin, update the "Plan Review" form. Place approved permits, in Building Permit Technician inbox. \\Serveralcorm_dev\Forms\Building Permit Applications - Estes Valley Zoning Approval Checklist.doc Rev: December 2, 2009 Created on 10/8/07, Printed: 4/1/2010 Permit Record Report Page 1 of 6 Permit Number: 8880 Parcel Number: 3525211029 Address: 311 Big Horn Drive Estes Park, CO 80517 Applicant: Address: Jennifer Proffitt Stefan Schmid 418 Stanley Ave. #3 Estes Park, CO 80517 Status: Approved On Hold By: Filing Date: 3/10/2010 Decision Date: Appl ication Expiration: 9/6/2010 Permit Expiration: 9/28/2011 Last Edit Date: 3/10/2010 Last Edited By: Carolyn McEndaffer Comments: 2010.04.01 Approved and sent to finance. CM 2010.03.24 Owner submitted ILC for site. CM route to AC. Applicant Role: Owner Phone: 970.310.8035 App Accepted By: Decision By: Team Leader: Default Inspector: Appeal Filed: Decision: Date: Appeal Comments: Owners: Name: Jennifer Proffitt Stefan Schmid Purchase Date: Contractors: Name: Owner Type: General Local Phone: Primary? Materials: Type Rate Units Value Total Value: $18,000.00 Fees and Receipts: Number Description Building Permit Fee (Auto) County Tax (Calc) Plan Review (Cale) Zoning Compliance Review Fee Total Fees: Amount $293.25 S72.00 $190.61 $65.00 Total Receipts: $620.86 $0.00 Inspection Schedule: Type: Request Date: Requested By: Status: Printed: 4/ 2010 Permit Record Report Page 2 of 6 Permit Number: 8880 Inspections: Inspection # Type Pass? Date inspector 0 Inspection Correction: Correction Description: Inspection Condition: 1 Condition Description: Approvals: File Received: Decision Date: Status: 3/10/2010 3/24/2010 Approved Department: Building Comments: 2010.03.24 CM Please see plan redlines. Contractor and Owner are responsible for compliance with attached pre -construction meeting notes. Approval Reviews: File Received: 3/11/2010 Comments: 3/24/2010 Comments: Review Competed: Reviewer: 3/23/2010 Will Birchfield Status: Pending WB Asked CM to check beams 2010.03.23 3/24/2010 Carolyn McEndaffer Approved 2010.03.24 Reviewed plans with Owner. CM 2010.03.24 Talked with Owner, will come in. 2010.03.24 CM Plan Review: Sheet 2 of 11: New Master Bedroom windows put the braced wall line out of compliance. R602.10 requires a braced wall panel on the left side to be a minimum of 32". An option would be to use a alternate braced wall detail. Sheet 8 of 11: 7x14 rough beam does not meet load conditions at the span shown. Approvals: File Received: Decision Date: Status: 3/10/2010 4/1/2010' Approved Comments: ROOF Department: Planning The roof height cannot be raised in the ten foot minimum side yard setback. SETBACK CERTIFICATE - MIN. 10 FOOT SIDE YARD SETBACK 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 Piloted: 4/1/2010 Permit Record Report Page 3 af 6 Permit Number: 8880 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. FEATURES ALLOWED WITHIN BUILDING SETBACKS EVDC 1.9.D lists the features allowed within building setbacks. Cornices, canopies, eaves or other similar architectural features are allowed within the building setback provided they extend no more than three feet into a required setback or yard. Encroachments into utility easements are not permitted. 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. 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. OUTDOOR STORAGE AREAS, ACTIVIITIES 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 Printed 4/1/2010 Permit ecord Report Page 4 of 6 Permit Number: 8880 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: 3/10/2010 3/12/2010 Alison Chilcott incomplete Application Comments: 3/12/109:30 a.m. AC called and spoke to Jennifer Schmid and requested a site plan to begin review of the application. 3/24/2010 3/26/2010 Alison Chilcott Incomplete Application Comments: 2010.03.29 Met with applicant. Interior remodel only. AC to try and work with site plan submitted on 2010.03.24. Then talked with applicant and CM - popping roof. 4/1/2010 Comments: 2010.03.26 Site plan submitted on 3/24 does not meet minimum site plan submittal requirements. Contacted applicant and scheduled meeting for 3/29/10. 4/1/2010 Alison Chilcott Approved 2010.04.01 Applicant submitted site plan with needed into. Completed application. 2010.03.31 AC Couldnot make site plan work since popping roof. AC printed to -scale copy. Applicant took copies and to add info about addition. Approvals: File Received: Decision Date: Status: 3/10/2010 3/10/2010 Approved Comments: Department: Sanitation Certificates: Temporary Certificate of Occupancy Certificate of Occupancy Issued: Issued: By: By: Expiration: Occupancy: Conditions: Date: Status: Code: Condition Description: Condition Comments: Violations: Violation Date: Violation #: Agency: Status: Deadline: Printed' 4/1/2010 Permit Record Report Page 5 of 6 Permit Number: 8880 Violation Description: Other Fields: Work Dlscriptlon Add Bath, Remodel Master Bedroom R-3 434 Add/Alt/Conv Res Permit Type Building V-B Residence $18,000.00 No 0 0 0 0 0 0 Printed: 4/1 2010 Permit Record Report Page 6 of 6 Permit Number: 8880 0 0 0 0 0 0 0 0 Sig 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 wth the more restrictive requirements, of either from the manufacturer or approved plans. 3. Issues/details on the approved plans that exceed minimum code requirements shall be enforced. 4., All staff review comments 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. 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 revision& 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. 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. Toilet facilities shall be provided for construction workers. 2003 IPC 311.1 18. Nothing shall be concealed before inspection and approval. \\Servera\Comrn_Dev1Buildng \REVIDA/SIPre-Con Meetin esidential Pre-Con1311 Big Horn Drive Master Addition.doc SITE WORK (EXCAVATION -.GRADING - PAVING) 19. Call before you dig. See Call Before You Diq handout. 20. Noactivity hnany public right-of+wayioapproved bybuilding permits. Right'of'vvaypermits are required by the Town Public Works Department. (Greg Sievers) 87O'S77-3588) 21. 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 ohmU not encroach neighboring property or violate provisions of EVDC. 22. A grading permit is required prior to any site wurk, unless a building permit has been issued. 23. The limits ofsite disturbance, shall beproperly mointaine�. 24. Erosion, whether by wind or water, shall be controlled and maintained by the proper use of sift fences, straw bales, rip rap or other approved means. Storm water control and sediment oontro shall be the owner/builders' responsibility and shall not affect adjacent properties. 25. Site housekeeping (litter, dust, materials, etc.) shall be properly maintained throughout the span of the project. This includes mitigation of so0 erosion/dust pollution created by water and wind. It also includes mud and debris inthe Public right'of-wnys. 2,6. Stock piling nfsoil shall comply with property line and Right o(Way requirements, per |RC 27. All irrigation systems require inspection of backflow prevention complying with 2003 I:RC. FOUNDATION 28. A Setback certificate sealed and signed by Colorado registered hsndsurveyor Us required prior to placing foundation walls. Prmvideqiriq|inm| stamped letter in pemmit package. Information provided will include actual measured distances. 29. Minimum G~isrequired from finished grade totop offoundation, 30. All foundskionanchor bolts shall be installed maximum 4/m.o.ormsapproved plan. 31. Timed concrete inspections may be requested, and shall be provided within atwm'Mour window (*c one hour). Rebarrnust be in piaoe 100�%. �Gnade must be established on forms 100%. Wail forms need not be installed 100%for inspection. 32. Thickened slabs and pads that have interior bearing points require inspections. 33. Damp proof ing/waterproofing of foundations is required and shall be inspected. 34. 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. 3�5. Provide positive drainage away from all' buildings. S�ite conditions may warrant the need for waterproofing. Pre{on\311Big Horn Drive Moute,xuumonuoo ENERGY 36. A sill sealer is required per RC N1102.1.10 Air Leakage to iimit uncontrolled air movement. 37. Sources of air leakage (infiltration and exfiltration) are to be sealed to limit uncontrolled air movement per IRC N1102.1.10, i.e.: weather stripping attic accesses, caulking exterior wall penetrations, etc. STRUCTURAL 38. Notching of LA/Ls require engineering. IRC 502.8.2. 39. Construction shall be adequately braced to resist all loads, including wind. This includes temporary bracing. 40. Provide squash blocks at all concentrated load points, per IRC. 41. Proprietary engineered components shall comply with the more restrictive requirements either from the manufacturer or engineer of record. 42. Fed alterations/modifications to pre-engineered components require job specific and component specific engineering, by the Truss Manufacturer and/or Structural Engineer. 43. All joists, rafters, and trusses shall be laterally blocked at bearing points to prevent rotation. IRC 502.7 (Admin. Policy — wind) 44. AU roof framing members shall be connected to resist uplift. Truss clips shall be listed for their use and installed per their listing. 45. Roof over -frames require minimum 2 x sleepers. 46. 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. 47. Ali wall bracing shall be installed per the approved plans and require inspection. 48. Ali glazing shall be installed prior to Rough Frame inspection, 49. All hold-downs, straps, etc. shall be inspected prior to concealing. 50. All welders shall provide a copy of AWS Certification. 51. All fasteners into ACQ treated wood must be of an approved type. 52. Framing inspections shall not be provided or approved prior to all other rough inspections. ELECTRICAL 53. 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. 54. Electrical permits and inspections are the responsibility of the Colorado State Electrical Board, Department of Regulatory Agencies. (Dave Cearlock 970-577-3589). \\Servera\Comm„Dev\Building\REVIEWS\Pre-Con Meeting\Residentiai Pre-Con\311 Big Horn Drive Master Addition.doc 55- The State Inspector approving the electrical inokaationo shall nk)n the Department of Building Safety Inspection 56. The Estes Valley Development Code (EVDC, 7.9) regulatesall exterior fighting. See Planning Department review 57. Ufher ground sMoUbeinspected mtfooting and foundation inspections. Inspections and approvals ufrough eIectrical systems are required pr�or to requesting a framing inspection. PLUMBING 58. All plumbing contractors and their employees shall comply with licensing and permitting requirements of Colorado Revised Statutes (CRS)Tit|m 12. Articles, 58, and uhaQ carry their pocket cards with them on the job site, 59. All installers of pnzprietanyflexib&a tubing products ("Gao-fite", etc.) ohsd| carry their pocket certifications with 1heirn on the job s4e. 60. All backfkow prevention shall comply with 2003|RC'and shall be approved by the Town of Estes Park Water Department. (DonHoUzeok 577'3825) 61�. Plumbing fixtures shall boprotected byback-water valves per 2QO3|RC. 62. Provide ABS and PVC mid story alignment straps, per installation standards. 63. ANplumbing pipes shall beproperly supported. 64. Paint ABS and PVC VTH, porinote[|adien standards, 65. Approved sealants shall belisted for their use and installed per their listing. 66. Air admittanoevalves require approval prior toinstallation. 67. The Town on Estes Park Water Dept. has specific installation standards and requirements for water service meter installations. See Water Meter Installation handout. 68. System piping shall bethermally insulated, in accordance with 2003 |RC See System Piping handout. 69. Inspection and approval of plumbing systems are required prior to requesting afnamimg inspection. ROOFING 7'0. Ice & Water shield shall be installed on pitches less than 4/12, and per the approved plans. 71. Roofs shall boprotected from the weather prior toinataUinginsulation, 72, Roof coverings shaIl be installe�, inspected and approved prior to stocking or instalfing drywall, R7011.2 73. Roof coverings shail be installed for high wind, per the Manufacturer's instructions. 74. Mid -roof and final roof inspections are required, 75. Mid -roof inspection and approval ofroof coverings are required before framing inspection, Pre{on\311Big Horn Drive Master Auumon.doc GLAZING 76. Provide safety �g|az�ingatall hazardous locations, per URCR308.4 77' U-fectorashall conform k>Energy Compliance documentation. See Energy Compliance Documentation. 78. Inspection and approval of wall flashings required before or with framing inspect�on. 79. All glazing shall be installed per the manufacturer's installation instructions and prior to installing insulation. �80. LHactorofickeno and manufacturers inutu|UcHinn instructions toremain affixed toglazing until after inspection. 81. See exterior veneer for water resistive barrier requirements, 82. All glazing shall beinstalled prior toRough Frame |nspecion. INSULATION 83. Insulation shaUnot beinstalled until the building interior is protected from the weather bywater resistive barriers onthe entire building envelope. Said barriers require inspections. 84,. Insulation inspections are required. 85. Energy Code Compiiance is required. HValluesshall conform to Energy Compliance Documentation. 86. Loose-fiU insulation is not an approved material for use asfina'b|ock�ng. unless specifically Hstedausuch. 87. Rigid board insulation shall beprotected from UV rays and physical damage. 8& Inspection and approval cd insulation required before drywall installation, 89. All foam plastic insulation requires athermal barrier. GYPSUM BOARD 90. Gypsum board inspections are required prior tomud and tape finish. '91. Horizontal installations for gypsum board are per gypsum standards / specifications. 92. 5/8'cvcei|inBboardisroquiredmnnei|ingowithtrmrningmennbemopooedmnorethan1G'^O.C. 93. All gypsum products exposed 10the weather shall belisted for such use. 94. Gypsum board shall not be stocked or installed prior to roof and wall coverings being properly installed, inspected and approved. F?701.2 95. Penetrations through f i re -re s istance- rated construction shall be properly protected. FIRE -RESISTANCE -RATED CONSTRUCTION 96, Fire Blocking inspection andapproval required before or with framing inspection. YSe=eraV:omm_orv\BuildingxRsvIEwS\Pre{on Pn-Conm11Big Horn Drive mw^ter4ounondoc EXTERIOR VENEER 97. Minimum 6" is required between grade and top of foundation. 98. Inspection and approval of Water -resistive barrier/flashings (window/door) required prior to installing exterior veneer or interior insulation. 99. Water -resistive barrier to cover the entire wall, shingle effect and per manufacturer's instructions 100. All veneer shall be installed per manufacturer's installation instructions. 101. Manufacturer's installation instructions shall be available for all veneer inspections. ADDITIONAL INSPECTION INFORMATION 102. 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. 103. Partial inspections requests are acceptable (by unit/room, by trade, by floor, by area, etc.). 104. Inspection requests can specify AM or PM, but will not be guaranteed, except for concrete. 105. $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. 106. $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. 107. Nothing shall be concealed before inspection and approval. 108. Note: The permit applicant or the designated agent is responsible for coordinating all work. \\SenieralCornm DevlBuilding\REVIEWS\Pre-Con Meetorig\Resdential Pre-CoM311 Big Horn Drive Master Adaktion.doc 311 Big .Florri Drive 111.aster ,\dd ROSEBURG KerylicarWO .005a kinHearliA0w 507Io I)alaba,k, 1 I 22 3 24-10 12 19pm 1 of 1 Member Data Description: MasterRoof Beam Standard Load: Dead Load. 15 PLF Snow Load: 40 PLF Other Loads Type (Description) Begin Replacement Uniform (PL.F) 0' 0,00" Additional Uniform (PLF) 8' 0,00" Additional Uniform (PL.F) 8' 0.00" Point (LBS) 111 0,00" Member Type: Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Moisture Condition: Dry Deflection Criteria: LJ240 live, LJ180 total Deck Connection: Nailed Filename: 311 Big Horn Trib. End Width 8' 0.00" 16' 11:06" 16' 11.06" Dead Start 85 42 21 0 Application: Roof Slope: 0.00 / 12 Building Code: IBC / IRC Member Weight: 10:4 PLF Other End Start 338 169 85 1394 End Category Live Live Live Live 1611 1 Bearings and Reactions Location Type 1 0' 0.000" Wall 2 16' 1.8121' Wall input Length Min Required Gravity Reaction Gravity Uplift 5.500" 1,540" 37734 5.500' 1,570" 38464 Maximum Load Case Reactions Used for applying paint loads for tine 0000 1r korviig irierigier, Dead Live 1 753# 30194 2 728# 31174 Snow 90# 251# Design spans 16' 1 812' 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. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Positive Moment Shear Max, Reaction TL Deflection LL Deflection Actual 16486 '4 3507 3846 # 0 8767" 0 7172' Allowable 17846.'# 7897.# 13475.# 1.0766" 0,80751' Capacity 92% 44% 28% U221 L/270 Location 8 88' 15.34' 16.15' 8.07' 8.07' Loading Total load D+L Total load D+L Total load D+L Total load D+L Total load L Control Positive Moment DOLs ILive=100% Snow=115% Root=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives product names are trademarks of Their respective owners r'gt Capyriatit eCr1989-2005 by Keying:Pk Enterprises, LLC ALL InlOrserS RESERVED —Passing is defined as when the member. goer rota bears ot girder, shown on this drawling meals apericatee design criteria tor L(laCi., Loading Corglitions, and Spans listed on this sheet The design 17.st 80 reviewed by a geatitied designer or design protessiortat as, required 101 approval This desigrr assumes pgxturst installation ansording in the InarlUf acturees spixtitications IVatioinni km Mtn 3 I I Ilip, limn Drive Mdster „ ROSEBURG 4 tia tont uugme 4 n-41/11 yak !tat,. 1 II 22 L/180 Add 23-1(1 11:2Quin Jai Member Data Description: Bath Roof Beam Member Type: Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture 'Condition: Dry Dead Load: 15 PLF Deflection Criteria: U240 live, Snow Load: 40 PLF Deck Connection: Nalled Filename: KYB1 Application: Root Slope: 0.00 / 12 Building Code: IBC / RC total Member\Neight: 17.8 PLF Other Loads Type Trib, Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 00.00" 6' 9.38" 38 150 Snow Additional Uniform (PLF) 6' 9.38" 11" 4.94" 46 273 Live Additional Uniform (PLF) 11' 4.94' 19' 5.06" 34 136 Live Point (LBS) 16" 5,06" 240 960 Live 1 l'ii illrfilifrifrOriffiirrITItt WI 1111111kflrillik iiii r p , ry ry, do 0„,ry,,,,, L„),,t,ryrytryllry.#0,01,14,..,,,w,ry,m,,,,,,,ryiry+Try tryry..ryiry,1010 4,„1,,,klIAN,1 ok t,N,A1111,,,,„ „Ili p iligit AMMO/ft MAMMULIMMIONMOM/MM MOMMOMMUMIMMOli kill !n11111111111 irruil Ili 111'1 kik „ it ''T ilT OM rptalltris MIT MIMIIIIMMO Illi 11101170! 'MO M 0 IMMiiiiii'ACM 1 Ir IL VMOMMLIO 1111,114111,111,111111, lima ,y,,A SM IMMdlidahlthiog" 1060 8111 0 0 19 5 1 '4.'earings and Reactions Location Type, Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0.000" Wall 3.500" 1.500" 817# -- 2 10" 3.375" Wall 5,,500" 1,500' 3215# -- 3 1811.8 2" Wall 3 500' 1 500"' 394# -- Maximum Load Case Reactions 0.sed foi aft wag ifirnnt loads RH fine Inarls) to harrying rnerrobers Dead Live Snow 1 214# zi# 603# 2 923# 2240# 8164 3 3538 10400 620 Design spans to" 3.375' 8' .8.438' Product: HF #2 8 x 12 1 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3088.# 9299."4 33% 16.2" Total load D+L Negative Moment 2734."# 9299.# 29% 10.28' Total load D+L Negative Unbrcd 2734."# 9282."# 29% 10.28' Total load D+L Shear 1380,# 8050.# 17% 10,29' Total load D+L Max, Reaction 3215.# 17845.# 18'%,, 10,28° Total load D+0 75(L+S) LL Deflection 0.0214" 0.4351" U9'99+ 15,07' Total load L TL Deflection 0.0276" 0.5801" U999+ 15.5' Total load D+L Control. Positive Moment DOLs Lryverry 1 00% Snow-,--115% F4°01=125%. Wilndry,1605`. Ths member has been designed in accordance vain NDS 2005 All producl tries are Wats-harks DR Orel( respechve owners Copyrighfi (C419159.2005 by Keit-lark Erherpn5es LLC ALL ShGliTS RESERVED ."Pa,55.16Pq b Tlefined as when the mer ber. floor nos9, Mem or gerde1. shown on Um dranang meets maphcablkLr rrnsiry criteria Tor L oad6 Loading Conditris and Sham Illsind on Ons sheet The deSKO, r,,U5k be reviewed by a qualified designer or desvb v phAesistal 00 ,evbaired tor approval Tfrm deist assinhes prudent instagaison according to the inanufatirebs spit hisahons . 3 H Big lion.), Drive I\4aster Add 23- 10 H :4fianl ROSEBURG 1 of 1 K,,,B,‘„,,o 1 s,.:.,,, kniBL;ainEneuvio 1 5011 Matetlak DaMb,or 11 22 Member Data Description: Bath Roof Beam Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IBC Dead Load: 15 PLF Deflection Criteria.' L/240 five, U180 total Snow Load: 40 PLIF Deck Connection: Nailed Member Weight: 14.7 PLF Filena e: 311 Big Horn Other Loads Type Trib. Dead Other (Description) Begin End Width Start End l Start End Category Replacement Uniform (PLF) 0'1 0.00" 6' 9,38" 38 150 Snow Additional Uniform (PLF) 6' 9.38" 11 4.941' 46 273 Live Additional Uniform (PLF) 111' 4.94" 19' 5.06" 34 136 Live Point (LBS) 165.06" 240 960 Live Mop Mk iipp MIIIIII "p vioppeopmmi Mii iiiiik vitillipia 11 Ilk 11411PIPHOolo 1,,,,,,,i,lk OM ,111 , Ap R l v $^" in 1 11 p4,1,60,,,,,,som.1,, 11 II ,,,argildnigb„Inb,ffnarb 15111,11,0 115 — Willi Aill l ,\„Ifil 0,11111111,, illoPPRIENir iii0111111 ti*Itittliql0hEitlibett„, si VI i it Mugu 6 III 11111 , PRI w ul A )01,,,okaa,„1, 01)111 441; 0 UNIINAINO ,aigillp Apt 16' , 11, 1,, ilIll 1 it i p oil 110l14.10,9Mul ii upppprpoq „ 11,1444 %,,,,natabibitititaitailbaiRie Al 1060 (2) 0111 19 5 1 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0° 0.000" Wall 3.500" 1.500" 804# -- 2 10' 3.375" Wall 5,500" 1,500" 3178# -- 3 18' 11.812" Wall 3.500" 1.500" 13844 -- Maximum Load Case Reactions Used for applyeag mot loads Or line toadsto carrying member& Dead Live, Snow 1 202# 4# 603# 2 886# 2240# 816# 3 344# 1040# 62# Design spans 10" 3.375" 8' 8.438' Product: HF #2 8 x 10 1 ply Component Member Design has Passed Design Checks,**** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. 1 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3074,'# 6346."# 48% 16.2'1 Total load D+L Negative Moment 2698,' ft 6346.1# 42% 10.28' Total load D+L Negative Unbrcd 2698,'# 6336.'# 42% 10.281 Total load D+L Shear 1416.# 6650.4 21% 10.29' Total load D+L Max, Reaction 3178.# 17845.# 17% 10.28' Total load 0+0.75(L+S) LL Deflection 0.0380" 0.4351'1 U999+ 15,07" Total load L TL Deflection 0.0487" 0.5801" Li999+ 15.5' Total D+L Control: Positive Moment Das: bve,1 000o Snow-115'V'. Root, 125% W i nd=1 60% This member has been designed in accordance with NDS 2005 Aa po,dov, names are trademarks of thee reseal -alive nWrInrn , COnyoght (C)19892005 by Heyrhark Entetabbee. LTC All RIGHTS RESERVED —Passing is idetined as when qbe member, nOnf 10,30, Lroalr 0 glade, 5hown on bah drawing ror44n appfionUe dn5Ann eater la ter LOACJ$ borldloq COndinon8, and Sparib li'.rid on this sheet The design 1ust be rev l0000 by a tatallified diebigner or design prolesoortal tie iequiret110r appoy at This design asbiltheb prOduOtoomalinfiOn rIOOnonng 10 1818 fronnufaoturnf 5 5freCb 0011ns ROSEBURG Kv, I1am,%9 %SA knalAcalui nporio MAtool Lila 1 ),utAhd,e 1 122 Big llorn Dri% t^, Master Addi 3 23 10 12:08pin of 1 Member Data Description: Master Fll joist Member Type: Beam Applicatlon: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 48 PLF Deflection Criteria: L/360 live L/240 total Live Load: 195 PLF Deck Connection: Nailed Member Weight: 9.0 PLF Filename: 311 Big Horn qmillfgEompfporsriomimpgirooporpopfoimponv ith , fi,t,,,,IA, tatablIONAbt 141,,,b,,,l, u$,Vp1„AiiO4 4,06 i givolartAillitilUiik.' VikriAtiNINHOIN 1011,100'00 1 101,1%10060001 prImpoormoloriggpropm lel iftwir. 100000110"Wt"0",'"VII*M04111001 10,14,0 ,,,,,, 0,10,„1,,t6q AVA L4 4A., Millilh, Oili',4,6tAktialMll4,4mAdia401$\ AAIIA06, %Ca ,cliiltonlitd lb 8 5 8 8 5 9 16 11 1 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0,000" Wall 5,500" 1.5008644 -- 2 8' 0.875" Wall 5,500" 1.500" 25514 16' 1.812" Wall 5,500" 1.500" 8644 -- Maximum Load Case Reactions Used for applying point loads (or line loads) ict carryng rti cis ber a Dead Live 1 175# 6894 2 5834 19684 3 175# 689# Design spans 8' 0.875' 8' 0.938" Product: HF #2 2 x 8 4 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual AHowable Capacity Location Loading Positive Moment 1472.'4 5138,'# 28% 12.92° Even Spans D+L Negative Moment 2060.# 5138.# 40°h, 8.07' Total load D+L Negative Unbrcd 2060:# 5127.# 40% 8.07' Total load D+L. Shear 1123.# 4350.# 25% 8.08" Total load D+L Max. Reaction 2551.# 14276.# 17% 8.07' Total load D+L LL Deflection 0 0528" 0.2692" L/999+ 12.51" Even Spans L TL Deflection 0.0621" 0.4038" L/999+ 12.51 Even Spans D+L. Controi: Negative Unbrcd DOLs: Live=1005to, Snow=115% Rocr=125% VVindu160% Design assumes a repetitive member use Increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 Ail product names are trademarks ol their resseciive owners , / nopyrighl (C)1989.2005 by keyinack Enterprises ILLG ALL RIGHTS IRESERVE0 "Passing is defined as wires the member Iloor Joist bows or girder shows on this drawing meeis applicabha Sa$tqa criteria for tacts Loading Condirions and Spans listed 00 IhIs sheet 151 design 01051 be rsviewsci by a qualified designer or dos qs prodessionai as required for appros FA 'Phos design enorrISIe product netailaVion according to 111 manaidoiuter 0 specirications 31 Ft I tom Drive MasIer Addi ROSEBURG kb!, Hbaa11,1,1 laaReamlarbbao A '1.01/1n Nlatot Luis 111ataba,c 1122 3.23. 10 010(pm Member Data Description: Master Fl joist Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC 1 IRC Dead Load: 10 PSF Deflection Criteria: U360 live, 11240 total Live Load: 40 PSF Deck Connection: Glued & Nailed Filename: 311 Big Horn Ni PI Wiii,P,Vilk WI 5012011,41,111,0,40PRIMONWISOMPRIN IliPlirlr\ lir 1 ' 9 9 0 CI 9 9 0 Bearings and Reactions, Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0" 0,000" Wall 6.000" 1.5002970 -- 2 8' 10,750" Wall 6.000" 1.500" 297# -- Maximum Load Case Reactions tAsed for apptlytlny punt loodotlxliratl loalty tc.tluarEyryg Alembertly Dead Live 1 59#(44p11) 237#(178p11) 2 59#(44p1) 237#(178p11) Design spans 8' 103501 Product:HF #2 2 x 6 16.0" 0.C. Component Member Design has Passed Design Cheeks.*** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 659.1t 801/# 82% 4.45' Total lload D+L Shear 266.4 825.# 32% 8.45' Total load D+L Max. Reaction 297,# 3645.# 8% 0' Total load D+L LL Deflection 0,2780" 0.2965" 11384 4,45' Total load L TL Deflection 0.3475" 0.4448'" 11307 4,45' Total load D+L Control: LL Deflection DOLs. Livee100% Snowe.115% Roof=.125% Wind.e160% Design assumes ,a repetitive member use increase in bending stress. 15 tt.t. This member has been designed in accordance with NDS 2005 Alt product names are trademarks of then ,eApecttlye atlyne(s 11r, , C.:Hpyrtlght (C)4989,2005 by Kornark Enterprises LL C ALL RIGHTS RESERVEL1 „ d. HPassIngtl tly dettlned as when the merntAH floor tlml. beam or girdefshown on IN!, drawIng AtleAts appiticable destlgH cabala tlor Loads Loadmg CondltonS. and Sparishsted on tlhisHheet The design 0001 be PeViewed by a qualibed ctlestlqner or dos gn prof esstlonal as raquitled tor mtl,roy El4 Thts, desugn assumes product tlnHtaltlattlon accordffuto INAtl ntlanullactufer 5 spectlficalions tireirrr 4 Am 41. „„ as 8 fl 0 , 3 5 kri (-4 L.; 0 ° V t 2 Iv NFN C )).S, ,s')) I As N. rrIre r'Efr• 'fri:r-r-rrrrn/ 0:4) 0 W W I-wc Z < - 0 O Z O - 0 000 COON` ZLe}h- Z (f) O < LLJ LL < O0..� O G<G 0 avCeoi- <• Oa<,LL < W OC dNS 0W1— Z O J oa _ S 2 S2 w2 8Qa 1N3N3SV3 (eLoaaL, pfagA,3) ID° lkeRDJ,10:,-.. iwmmeeci., / 6,009‘ / riTis(0 , 560e1, Crac,koa. KIN, Y70," '61,46(zo -74 nneRn'l RR'. " e Rant Men Bdre, Roof & Add NSRar , Contrector Stefan Schmid 970 310-8035 b, Later8l blocking regolred at each raner tO reelsr robefien Fasten each railer to resist runnel Flreblocking lnspecled 91 rough frame inspect lom. Pkc Con7Vrwous hk,ckin0 required ad candleuer Gearing. Prnrifrer, po0ete to resist uplift. Continuous Rim required at oentVleuer end, Brawn sRlVrrr o only of bearing gxanu�toa ow Stefan and Jennifer Schmid 3/10/10 311 Bighorn Drive Estes Park, CO 80517 Raise Mstr Bdrm Roof & Add Mstr Bath Contractor: Stefan Schmid 970-310-8035 ,. b7/ LAID SURVEYS SUBDIVISIONS DEVELOPMENT PLANNING IMPROVEMENT PLATS STRUCTURAL ENGINEERING SANITARY ENGINEERING MUNICIPAL ENGINEERING r y- .y.7ry VAN HORN ENGINEERING AND SURVEYING June 23, 2010 Setback and Height Certification Form 311 Big Horn Drive Estes Park, CO I, Lonnie A. Sheldon, a duly registered land surveyor in the State of Colorado, certify that a survey of the addition under construction at 311 Big Horn Drive for Stephan and Jennifer Schmid, in Estes Park, County of Larimer, State of Colorado, was performed under my responsible charge on June 23, 2010. The result of this survey showed that the new building corner closest to the west property line is 10 feet and Y2 inch from said west property line. This complies with the requirement of a 10' setback in the RM zone in which the lot is located. Further, the highest point of the newly constructed roof (peak) is 17 Y2' feet above original grade which easily complies with the base height limit in Estes Park of 30'. If there are questions, do not hesitate to phone me at (970) 586-9388 ext. 17. 1043 Fish ('reek Road • Estes Park, CO 80517 . 970-586-9388 • Fax: 970-586-8101 •E-mail:vhei*airbits.com te Requested Date Inspected JOB ADDRESS REQUESTED BY Per it# Inspector Department of Building Safety' 1,6 0 TOWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS — mo. 4,:re,oe 11) 0 SH T CE U TIL When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. 100.00 Re -Inspection Fee Assessed Date Requested Date Inspected JOB ADDRESS T FET Permit # Inspector • Department of Building Safety .4„1 q.4 r< -Fro ( REQUESTED BY 4tiFAR4 TOWN L1C. # CONTACT INFO. 0 TYPE OF INSPECT ONS ORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed n Date Requested Date Inspected. Inspector TOWN OF ESTES,: PARK Department of Building Safety' INSPECTION4(6( RECORD JOB ADDRESS WI' ��ZN Y/I` REQUESTED BY TOWN LIC. # CONTACT INFO. -(00y1 eo3Y TYPE OF INSPECTIONS L 1 Nv i rgon; 0J 5 �i WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed ❑ Date, Requested Date Inspected.. Inspector OWN OF ESTES. PARK Department of Building Safety` INSPECTION RECORD JOB ADDRESS 7I/ b ) g-- REQWESTED BY ;777X/PS071161 TOWN LIC. # CONTACT INFO. 5�77- to TYPE OF INSPECTIONS ra3s' WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 10/0 Date Requested Date Inspected 3/y JOB ADDRESS REQUESTED BY Permit # YePt Inspector r TOWN OF ESTES PARK Department of Building Safety' INSPECTION RECORD 3 9.-orgit) TOWNLIC.# (f) CONTACT INFO. v - TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 Date Requested Date Inspected. Permit # l b 6 cf0 Inspector TOWN OF ESTES: PARK Department of Building Safety' INSPECTION RECORD JOB ADDRESS 3 (I a (..,‘ f-1/504Q REQUESTED BY XiTid 5CTOWN LIC. # CONTACT INFO. S� I�7t Q go3r TYPE OF INSPECTIONS 6/0/14 WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 Date Requested Date Inspected Permit # Inspector TOWN OF ESTES PARK Department of Building Safety' INSPECTION RECORD JOB ADDRESS (f .LJfd. REQUESTED BY TOWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS 0.5a 3 IN rZ-coi ?fa- t 443,00friall WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 Date Requested F.-S`l '� Permit # Date Insp ected � 74 � Inspector TOWN OF ESTES PARK Department of Building Safety` JOB ADDRESS , REQUESTED BY 3(1 D(k, INSPECTION RECORD e'..(4vwV0 TOWN LIC. # CONTACT INFO. i1 .0 4 TYPE _OF.INSPECTIONS Prf's /— WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed E Date Requested Date Inspected ► [ `° M E Inspector TOWN OF ESTES PARK Department of Building Safety' INSPECTION RIECs RD JOB ADDRESS f tz REQUESTED BY TOWN LIC. # CONTACT INFO. TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed 0 Ct IP3IESIMENTRAL PERMIT ATSIPECTIION RECORD JO u ADDRESS 3 t 1 ? t ct O E2 . v€ PERMIT # gS 9 0 OCCUPANCY GROUP • 3 CONST. TYPE / OCCUPANCY LOAD / SPRINKLER / OWNER 3 c f-( ( CONTRACTOR sTiz Fits 5 c AKA 09 PHONE 3( 0 - g o 3 S DESCRIPTION OF WORK (444.400 MVI TCtz 06 t't OOkt 1400 14,164 5 Try e 4— ToS CARD MUST 1:i1+ POSTED AND \YIIS LIE FROM TJFIUE FRONT OF JO SITE AND MUST es1E PROTECTED WITH PLASTIC 0 OTHER WATERPROOF MATERIAL. fIl SETBA F G OUND )AMP PROOFING/WATER PROOFING (FOUNDATION ASEMENT WALLS) 'LUMBING UNDERGROUND (INS I l E BUILDING) ;EWER SERVICE & UNDERGROUND OUTSIDE OF BUILDING (SAN DIST.) &ATER SERVICE iOUlGH l6�'rti LOUGH PLUMBING OA' ((co (( ° LOUGH GAS FIREPLACE LOUGH ELECTRIC (STATE INSP. 7 - Z/ p,/' LOUGH BUILDNG CA— '?mot (V :XTERIOR WALLS (VENEER) & OPENINGS LOUGH INSULATION c 1(i /c-a RYWALL 3 ON 1 - C 7/2. ;PRINKLER (STATE CERT INSP.) OWILDFIRE ?INAL ELECTRIC (STATE INSP.) FINAL JOB COMPLETED ALL INSPECTIONS MUST E '' ' Q AY. INSPECTIONS CAN ONLY BE S lI BY CO CTOR P O G WO [0 BE INSPECTED. ALL INSPECTION REQUESTS MUST INCLUDE 'L HI CONTRACTOR'S NAME AND rowN LICENSE NUMBER, JOB ADDRESS, TYPE OF INSPE ON(S), AND PERBUTI ; ER. FAILURE TO COMPLY W ANY OF THESE REQUIREMENTS MAY DELAY INSPECTIONS. //© Y' C 1° G 577-3731 BY 4:00 P.M. (G W+ Revised 11/03/2005 SA Date Requested jt1 Date Inspected JOB ADDRESS REQUESTED BY Pe Inspector nt of B ildi gSfety TOWN LIC. # I CONTACT INFO. TYPE OF INSPECTIONS )1 1 0 t t 0 , ) t:7 , wow- ef) tow.swto *it Ipbvrtro4) (puttot- 101 T IF CIRCLED 1 V 1 When corrections have been made, call for reinspection: 970-577- 7 1. IF CIRCLED $100.0 e-Inspection Fee Assessed El