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Home My WebLink About3303 Dudley StreetPage 1 of 2 The City of Wheat Ridge Third Party Form Check List Property Address Permit Number Permit Issued Date Owner Information Property Owner Information Property Owner Address a Inspector Information Inspection Company Inspector Name Inspector Contact info_ Inspector Statement and Acknowledoement hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept. "' I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well asAcity of W eat R ge Policies and Procedure and Manufacturer's recommendati ands t/ ns Inspector: Date: 1 `7- -- 1? ---1',-51— *I hearby acknowledge that I am the owner of the building referenced above and I give y consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building Division inspection. Propery Owner/Agent: Aa,r,1 �/1� F,J� Date: This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 _ 29th Ave Wheat Ridge CO 80033 Draft Date. 7126117 Gary Manlove J' Je,l Conc OM P6. eox 283 283 Larkspur, C0801 IB COt 720.443.8280 emai:.- gary.man Iovve.mailcom Inspector Statement and Acknowledoement hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept. "' I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well asAcity of W eat R ge Policies and Procedure and Manufacturer's recommendati ands t/ ns Inspector: Date: 1 `7- -- 1? ---1',-51— *I hearby acknowledge that I am the owner of the building referenced above and I give y consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building Division inspection. Propery Owner/Agent: Aa,r,1 �/1� F,J� Date: This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 _ 29th Ave Wheat Ridge CO 80033 Draft Date. 7126117 Page 2 of 2 The City of Wheat Ridge The City of Wheat Ridge lnspeetkm-Che Inspecti es 111. _C�' lot MID -ROOF FINAL Company Name: JBA NS TI G Company Name: JB7ANSULT Inspector Signatu Inspector Signature: r 0 ctio Date of FINAL Inspection: Date of MID -11001F insp ction: ZLJ212 7 Roof Inspection 171 El Fail U - - X, El !Pan El Fail Structural roof components El EI Fail Verify that no more than 2 layers of shingles exist 0 %fay El rail Flashing for roof and vialls 71 va El Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) E" pas-; 0 Fail Verify sheathing nail pattern (See Policy & Procedures) El UTA Lf�-ra" L:1 rail Crickets and saddles where needed F71 4IA mass 0 Fail Verify B vent must have boot same gauge as pipe LA WA E_/P.1 E] Fail Verify vent caps El tt---A EY"'Paw. 17-1 Fail Verify no flashings; are damaged or rusted E] MIA �P gtsn El Fail Step flashing shall be min. of 4x41 piece per shingle PrI-4.1"A Ei pa" El Fail Verify scuppers allow for proper drainage LA WA !;�'- P as-, M Fail lee and water shield 2' in heated wall spar -as 0 WA 0 Fail Underlayments must follow 2012 IRC 1201? r -I H [71 Fail Verify roof slope for proper drainage E] MIA LJ riiii Dripedge shall have min of 2" over -lap El ;'A ass EJ Fail Dripedge should extend, down min 2" past roof deck 0 Dripedge shall be mechanicaly fastened 12" OG El Fail 90 LB roil roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min- slope of 1:12 Fail Modified Bitumen. EPDM, TPO, min slope, U4_12 slope Ertvll E; 4a" Li raid Above roof insulation R-25 71 va_' M Fail Below roof residential R-38 E] P.t,;; E] Fail Below roof commercial R-32 F_; Pam F1 Fail Modified Bitumen, EPDM, TPO min slope U4"12 slope must he installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty vMh the address on the letter for final inspection tail Roof S. in les Requirements 17-1 WA 1 Fail Metal roof shingles shall not be installed on slope less 3:12 M tv.% E Paw; L Fail F1 Fail MI Metal valley flashing shalt be the same material as roof L, 'il EJ r.,u L:J r. M4 Metal valley flashing shall extend a min of 8., from the enteFline with a min- of 314 " high splash diverter rib bulft-in at the flow cine with sections overlapping a a min- of 4" =Tileoafs Re nts and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double undertayment Company Name: JBA NS TI G Company Name: JB7ANSULT Inspector Signatu Inspector Signature: r 0 ctio Date of FINAL Inspection: Date of MID -11001F insp ction: ZLJ212 7 INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:' I"1 `7 ADDRESS: 33c:3 �4--_ JOB CODE: ��e "'6/1 ., X11? 1, .d.. Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation uo Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 30 tion 306 Mid -Roof 347 ._ e al / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: -Z-1Z3 1"-1 Qn'Q�k'-AADDRESS: 3� S+JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial �C �/J� Q 318 Boiler / Furnace 1' 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous - Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential �C �/J� Q 404 Final Electrical Commercial 1' 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 4 & Final -P ing Commercial 409 Final Roofer - Final Win ow Door 411 Landscape/Park/Planning" Inspections from these entities shall be requested one week in advance. '`For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works' 413 Flood plain Inspection' 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. City of Wheat Ridge Residential Roofing PERMIT - 201709001 PERMIT NO: 201709001 ISSUED: 11/13/2017 JOB ADDRESS: 3303 Dudley ST EXPIRES: 11/13/2018 JOB DESCRIPTION: Permit to install 65 squares 8/12 pitch Dimensional architectural asphalt shingle. House and garages. *** CONTACTS *** OWNER (303)296-0361 SECHLER ROBERT E SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,152.99 FEES Total Valuation 0.00 Use Tax 486.21 Permit Fee 426.20 ** TOTAL ** 912.41 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201709001 PERMIT NO: 201709001 ISSUED: 11/13/2017 JOB ADDRESS: 3303 Dudley ST EXPIRES: 11/13/2018 JOB DESCRIPTION: Permit to install 65 squares 8/12 pitch Dimensional architectural asphalt shingle. House and garages. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perto d and that all work to be performed is disclosed in this do cum t and/or its' accompanying approved plans and specifications. ll�tsl`� Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and� �pprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date `J REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Friday, November 10, 2017 4:42 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Antoinette Residential Roofing Permit Application For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION - .✓ Property Address 3330300 Pudley Property Owner Name Bob Sechler Property Owner Phone 303-881-0720 Number (enter WITH dashes, eg 303-123-4567) This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION - .✓ Property Address 3330300 Pudley Property Owner Name Bob Sechler Property Owner Phone 303-881-0720 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email sechlerelectric@comcast.net Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Sechler Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Elitek Roofing Name Contractor's License 130240 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-296-0361 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 5475 Peoria St., Unit 4-106 (Primary address of your business) Contractor Email Address kathy@elite-roofs.com Retype Contractor Email kathy@elite-roofs.com Address DESCRIPTION OF WORK TOTAL SQUARES of 65 the entire scope of work: Project Value (contract 23152.99 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or N both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 8/12 65 Dimensional/Architectural for house and garage Asphalt House and Garage Roofs SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Hilda Cowie-Bozner Email not displaying correctly? View it in your browser. 6E! FELITE rOOF/NG "Roofing])one Right" Contract Submitted To t[�i?_ E-mail G&11e_Le4_J_t%fGt�`7 Date 7 % A A -7____ ____ Home Phone -'09 ;�5 07Z?9 Alternate Phone Street 3 �L l:�.� 1 � t City x/1.1 ]-LL State ��% Zip 115 We propose to furnish all materials and labor completed in accordance with the specifications below for the initial sum of: REPLACEMENT COST VALUE (RCV) per insurance proceeds plus agreed to supplements that may apply to your claim. Upon approval of your claim, Elite Roofing will file for any and all supplements which may include building code items, unforeseen items and missed or omitted items on the insurance scope provided to you by your insurance company. Those items will be paid per your policy provisions and will become part of this contract as if contained herein. Elite Roofing, as your General Contractor, will, on your behalf, negotiate a fair and equitable settlement agreeable by both your insurance company and Elite Roofing based on competitive market rates for labor and materials with no additional cost to you, except for your deductible and any upgrades or additional work authorized by you that are not part of your approved insurance claim. Should your insurance company deny a full roof replacement, you will not be obligated to this contract and will only be liable for approved work performed prior to denial and/or may enter into an acceptable repair agreement with Elite Roofing. P41 P_ A77 111A Shingle Manufacturer /GAJ - Type 16W 5;' PeM Color ��f _X [+�`lTear off 1% layer(s) of composition or wood shingles. Special_ Instructions: _ [� Stories_ I Bad Access YIN_ i (] Install felt 151b 301b"' [�IWge cap shingles to be color coordinated�;�/ [�nstall new pipe jacks [*J Replace vents as needed Slant back Turtle [4�e-flash chimneys and all wall abutments as needed Install q-0 q'W nails per shingle Code Items: [Install Decking (7/16" OSB) (v'Install pre -painted eave metal to code - Color [ Ice &Water , Penetrations / Valleys Eaves Upgrades: (e�]f"Synthetic Felt" [ ] "Ridgevent" If. VIgh Profile Ridge" If, urenail" lifetime shingles f,r "Class IV Impact resistant" lifetime shingles [ ] Manufacturer Warranty - Pick one Below [ ] OC Advantage [ ] OC Preferred [ ] GAF System Plus Misc: lean out gutters & Remove all debris from above work [ Five (5) year workmanship warranty [14 --"Elite Roofing will provide general liability insurance coverage of $2,000,000 [j,—'bite Roofing will provide workman's Comp at $500,000 [ t]vlake a magnetic sweep of driveway and yard for removal of any nails Donation: Trades: r 111' I I-rf rs '- Approx. Job Completion:_ F weeks from insurance approval Homeowner Pavment Summary: Deductible: $ t4700, 00 Upgrades: $ Balance Due*: *Balance due is equal to the amount of out of pocket expenses as agreed upon by the homeowner and is in addition to all other insurance proceeds as described above. If no insurance glaint is,t volved then balance due is the anal contractual amount due. -9 4, A i9 ", L J _-, w Insurance Company �,-,� (2 iv/ )_1 u �,; Claim # dO- ) (G 1 5 5 ---00 ( ZOL: -5-1 e 1 ;-7C 17 + 1 (We) hereby authorize and/or instruct any legal representative and/or agent of Elite Roofing to obtain any and all information necessary to negotiate the settlement of my (our) claim as well as any information necessary to complete the funding process relative to the claim number listed above. 1(We) hereby authorize and/or instruct Elite Roofing to pick up in person any loss drafts or checks on both my (our) behalf and behalf of Elite Roofing. I (We) hereby authorize and/or instruct Elite Roofing to act as my (our) General Contractor for the above mentioned claim number and instruct my (our) insurance company to release the customary 10% overhead and 10% profit for scheduling and coordinating any and all trades needed. • Elite Roofing shall hold in trust any payment received from you until materials have been delivered. This contract is subject to Elite Roofing management review and approval. I accept the above terms of thisX61 ract and aut onze Elite Roofing to proceed. 1 Date of Acceptances lti f 1 Homeowner's Signature(s) Representative /-� C� Representative's Signature 5475 Peoria St. Suite 4-106, Denver, CO 80239 i Ph: 303.296.0361 1 Fax: 720.317.2233 1 Colo. Spgs.: 719.203.3107 1 Ft. Collins: 970.818.3990 www.eliteroofingcolorado.com City of Wheat Ridge Residential Roofing PERMIT - 201709001 PERMIT NO: 201709001 ISSUED: 11/13/2017 JOB ADDRESS: 3303 Dudley ST EXPIRES: 11/13/2018 JOB DESCRIPTION: Permit to install 65 squares 8/12 pitch Dimensional architectural asphalt shingle. House and garages. *** CONTACTS *** OWNER (303)296-0361 SECHLER ROBERT E SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,152.99 FEES Total Valuation 0.00 Use Tax 486.21 Permit Fee 426.20 ** TOTAL ** 912.41 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201709001 PERMIT NO: 201709001 ISSUED: 11/13/2017 JOB ADDRESS: 3303 Dudley ST EXPIRES: 11/13/2018 JOB DESCRIPTION: Permit to install 65 squares 8/12 pitch Dimensional architectural asphalt shingle. House and garages. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perto d and that all work to be performed is disclosed in this do cum t and/or its' accompanying approved plans and specifications. ll�tsl`� Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and� �pprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date `J REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Friday, November 10, 2017 4:42 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Antoinette Residential Roofing Permit Application For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION - .✓ Property Address 3330300 Pudley Property Owner Name Bob Sechler Property Owner Phone 303-881-0720 Number (enter WITH dashes, eg 303-123-4567) This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION - .✓ Property Address 3330300 Pudley Property Owner Name Bob Sechler Property Owner Phone 303-881-0720 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email sechlerelectric@comcast.net Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Sechler Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Elitek Roofing Name Contractor's License 130240 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-296-0361 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 5475 Peoria St., Unit 4-106 (Primary address of your business) Contractor Email Address kathy@elite-roofs.com Retype Contractor Email kathy@elite-roofs.com Address DESCRIPTION OF WORK TOTAL SQUARES of 65 the entire scope of work: Project Value (contract 23152.99 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or N both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 8/12 65 Dimensional/Architectural for house and garage Asphalt House and Garage Roofs SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Hilda Cowie-Bozner Email not displaying correctly? View it in your browser. 6E! FELITE rOOF/NG "Roofing])one Right" Contract Submitted To t[�i?_ E-mail G&11e_Le4_J_t%fGt�`7 Date 7 % A A -7____ ____ Home Phone -'09 ;�5 07Z?9 Alternate Phone Street 3 �L l:�.� 1 � t City x/1.1 ]-LL State ��% Zip 115 We propose to furnish all materials and labor completed in accordance with the specifications below for the initial sum of: REPLACEMENT COST VALUE (RCV) per insurance proceeds plus agreed to supplements that may apply to your claim. Upon approval of your claim, Elite Roofing will file for any and all supplements which may include building code items, unforeseen items and missed or omitted items on the insurance scope provided to you by your insurance company. Those items will be paid per your policy provisions and will become part of this contract as if contained herein. Elite Roofing, as your General Contractor, will, on your behalf, negotiate a fair and equitable settlement agreeable by both your insurance company and Elite Roofing based on competitive market rates for labor and materials with no additional cost to you, except for your deductible and any upgrades or additional work authorized by you that are not part of your approved insurance claim. Should your insurance company deny a full roof replacement, you will not be obligated to this contract and will only be liable for approved work performed prior to denial and/or may enter into an acceptable repair agreement with Elite Roofing. P41 P_ A77 111A Shingle Manufacturer /GAJ - Type 16W 5;' PeM Color ��f _X [+�`lTear off 1% layer(s) of composition or wood shingles. Special_ Instructions: _ [� Stories_ I Bad Access YIN_ i (] Install felt 151b 301b"' [�IWge cap shingles to be color coordinated�;�/ [�nstall new pipe jacks [*J Replace vents as needed Slant back Turtle [4�e-flash chimneys and all wall abutments as needed Install q-0 q'W nails per shingle Code Items: [Install Decking (7/16" OSB) (v'Install pre -painted eave metal to code - Color [ Ice &Water , Penetrations / Valleys Eaves Upgrades: (e�]f"Synthetic Felt" [ ] "Ridgevent" If. VIgh Profile Ridge" If, urenail" lifetime shingles f,r "Class IV Impact resistant" lifetime shingles [ ] Manufacturer Warranty - Pick one Below [ ] OC Advantage [ ] OC Preferred [ ] GAF System Plus Misc: lean out gutters & Remove all debris from above work [ Five (5) year workmanship warranty [14 --"Elite Roofing will provide general liability insurance coverage of $2,000,000 [j,—'bite Roofing will provide workman's Comp at $500,000 [ t]vlake a magnetic sweep of driveway and yard for removal of any nails Donation: Trades: r 111' I I-rf rs '- Approx. Job Completion:_ F weeks from insurance approval Homeowner Pavment Summary: Deductible: $ t4700, 00 Upgrades: $ Balance Due*: *Balance due is equal to the amount of out of pocket expenses as agreed upon by the homeowner and is in addition to all other insurance proceeds as described above. If no insurance glaint is,t volved then balance due is the anal contractual amount due. -9 4, A i9 ", L J _-, w Insurance Company �,-,� (2 iv/ )_1 u �,; Claim # dO- ) (G 1 5 5 ---00 ( ZOL: -5-1 e 1 ;-7C 17 + 1 (We) hereby authorize and/or instruct any legal representative and/or agent of Elite Roofing to obtain any and all information necessary to negotiate the settlement of my (our) claim as well as any information necessary to complete the funding process relative to the claim number listed above. 1(We) hereby authorize and/or instruct Elite Roofing to pick up in person any loss drafts or checks on both my (our) behalf and behalf of Elite Roofing. I (We) hereby authorize and/or instruct Elite Roofing to act as my (our) General Contractor for the above mentioned claim number and instruct my (our) insurance company to release the customary 10% overhead and 10% profit for scheduling and coordinating any and all trades needed. • Elite Roofing shall hold in trust any payment received from you until materials have been delivered. This contract is subject to Elite Roofing management review and approval. I accept the above terms of thisX61 ract and aut onze Elite Roofing to proceed. 1 Date of Acceptances lti f 1 Homeowner's Signature(s) Representative /-� C� Representative's Signature 5475 Peoria St. Suite 4-106, Denver, CO 80239 i Ph: 303.296.0361 1 Fax: 720.317.2233 1 Colo. Spgs.: 719.203.3107 1 Ft. Collins: 970.818.3990 www.eliteroofingcolorado.com The City of 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 GWheat GRidge DATE': JuLtj 1..5, 2005 TO: AccouVl-tL~ DepGlrtw..tVl-t FROM: ALGlVl- wrtLte, DLyectoy of CoV\.\.V\.\.uVl-Lttj DeveLopw..tVl-t Sv(~6CT: FINAL 6SCROW R6H\.ND/R6L6AS6 ReLVlAburseVVcevct requested for ft-VCG1L escrow fuvcds beLvcg heLd for: 3303 Dl,{cllei:j street The Ul vcdswpe I VVcproveVVcevcts hG1ve beevc cOVVcpLeted to the CLttj of whwt Ridge's SG1hsfG1Chovc. RJoL-5AS5 TO: Seo~ler SLeetr,o Co. ADDR5SS: 3220 Lowell B.lvcl.. Devever, CO ,,02:1:1 AVVcouvct to be refulAded: ~ 42i.25 ~ /Jd; ~ ALaVI- wnLte ptreotor of ColM.lM.uvc!.tlj peveLoplM.e...J: (303) 234-5900 . ADMINISTRATION FAX: (303) 234-5924 . POLICE DEPARTMENT FAX: (303) 235-2949 tilt- ..............'...dd........ FROM : BLLELlNE ';'~~"'''r. ,; Ii; f~: II~h;:,.,1d;.i%!a.,.1i, I' f~ :i'~m'::;,;;;;~~ ::T::'~'~.~',. ... " FRX NO. : 3036572622 May. 26 2005 02:26PM P2 ,..:V ,; . '.. :;:;~ .L,f'~:I:'I' 2525 West 64" Avenue Denver, Oolorado 80221-2323 Telephone: (3l :) 557-2600 Facsimile: (3D: I 657.2622 BUJELlNE': INC ..._~..- ... ....... - ~....: ~~~""-,,,.,,..... UNm'".hPl' C.QNTRiCfORS May 26, 201)5 Bob Sechler 3303 Dudley Street Wheatridge. CO 80033 VIA FACSIMILE TO: 303-477-51 ;1 Re: Landscaping Project Bob: We currently have your landscaping project scheduled for installation between June 1! Ih and June 30th, 2005. If you have any questions, please call. Regards, ~!'/1/lM< ~t~ 6C~ No'fMarqUardt tJ Office Manager www.BluelineLandscape.com Date: I I .... I ' / f f:-, / /0. C::, f _ ./, (.../' ; , / A Certificate of Occupancy I Completion has been requested for: ADDRESS: ~-.-?,,' );::;2, ,V/ L:cull~:{ l 5~L, .;1" t. il.,-/zu:.!i(ccA~/ E;~L.:..l\.j2L'3r /'d' PURPOSE OF STRUCTURE: dj Building Department Approval: Remarks: f 2!~rfrX~ Approval: {@11f Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: r iJ 0 0 --0 -t iJ "TI "..::r CI> 0 m ;:0 0 ~ is. 3 iii' ~ ;:0 G> 0 Z Z ~ ;:; ~ 3 -l )> iJ -l m "":1 ;:;: r m ?; ;:0 c: -. Z I 0 ~ ~36' c m m 0 o.CT., 3 "TI CJl -< -l ;:0 a.~<o 0- 0 0 )> 0 0 .. ., < CI> < " .. r ;:0 ;:0 0- ~ c.::!. .., r 0 CI> o ~ ~ iJ 0 ~ -00<1> ~ -l ;:0 I 20 3 " '" -..J -0 - 0 m 0 ,,~::r CO Z CJl iJ _0" (0 Z 3 III --0 - ~ G> CJl .,.. - 5Z CI> 3 ::E~::r iJ 0 CI> '" .. ~o C ~ Dl Oo.CT 00 c.:> :J -co S. (') (I)~ ;:0 c.:> (I) CJl g(/Ja: III III iJ 0 .., (I) CD (') -. ~ c.:> :J.cE :J :J 0 0 (')CT 0.. co CJl 0 ~ ;:::;.:<<1(') III (I) m c (I) ,<0.0 ::! :J l/) 0.. ~ OCT" -CD~ CI>~ (I) ::Eo 2 ~ :t! ~ III 0 ::r::Eo ~ (') CJl <1>- - ~ 00- (I) ., 0. (I)-..J- - - -00. (I) (I) III ~ !a01::;! (I) ;U<l>" 2:3 0 (I) -. UJ ::) ;:00 ~ ~oe: ~ :::!llll (I) - -.00 00.. 0 0 0.. N (') !a (I) 0.. ~ - 3 ~ co ~ "TI 0 ::T G> ~ 0:1-0 ~ SO. :!: CI> -. a-<"CD 0 2. iD :J III (I) 01\):I: 0_ @ III 3! ~ :J .... ;:o-~ - oS!?m "T1 CQ tD -'0(1) ;:0 ., -.. o~)> C o..oc (I) ,<::r @)>-l 0 ~ a: CT--o a:: (I) 0 l/) CD ::r a o..<:;u ~. c (I) (I) <1>-0 0(1)- (') =' "00 g ::E ~ co~c (') =' CQ Ill_ 0 o ::r :J_ "..0. O(l)Ci) iii' S' o~ 0 )> "'2. m 0 o m c:: - '< -. 0 <1>- c.:> iil III _l/) co 0.;0= c.:> ~ 'a a 0- 0 0 - --::r - CD ;:0 Qgco 0 3 !:. 0 .. n c.:> m -"CT ~ - _a. ::r c: 0 ~_. c.:> CJl CDtD= .. (l)eS CJl c S.9: (') '" -" Q.~ CD 9:(0 "< --. c.:> '" " ., '<- c.:> -0<0" ~ ~()e: 00 0 -c c.:> ~&.Q 0 ~- c 0 ~,SD-o III ~~ - c ~ (I) (I) -. l/) a. N IllQ (I) 03 (I) " -. ~ - -.'" - " c.:> CJl <0", N - .,~ 0 m " " 0 (I) 0.0. 01 0<1> - - ~ ::r_ "::r ~ .. ~ <1>" - CT !!l.o < 0.<1> ... INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION REC JOB ADDRESS BUILDING PERMIT NO OWNER. CONTRACTOR SETBACKS FROM PROPERTY LINES: "i ..... DATE ISSUED :'--IICloIrArJcr , , .,.1, NORTH SOUTH EAST WEST - - - ~ -#~;1- ~i INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB " INSPECTION I DATE I INSPECTOR Foundations Footings Caissons I I Reinforcing or Monolithic II. , . <'.' Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: . Electrical (Ground Work) Plumbing (Ground Work) . Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping i Rough Heating & Ventilation i . Framing '- --OlJt::: (c-- - - Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical I - .s . 0::'- I "(' ,. - J-- ..~ C,l/v \lh ~. Plumbing Heating & Ventilation Frame \ -:'-O~ ". \l~ iff~:-.< "".. ' ... - ; .. -'. ~.. ',- '. ,'.~ ~ R.OW. & Drainage Fire Department Parking & Landscaping ~:,.,,--~ " \ ., \-: r\.i"- .J I I \ - -', -c/o rV .\G~ Co ~ ~f1f1 rl~~l ~ ~~~ii ~. Place in Front Window This Side Out - . . ) ., ,-, ~ .~ -()}NEr-d ~) Add ( ~(:i; , '",~ J ,,,", I L/ --' (. '-..... ii ,i,' _ '-)0 , ~ . _:,-)~ L\;4::-tl c.to~~""lc ~- t:~ t 1/'1 ; , fl' "- cA-llk'lJ.c<.. .2,,<-1 bl"-CtVIC be- /'\~~ :"'cld , -r:~ j-Q, r...JLc~_) _ //---' r~,L.42- d:.(>u:2 ~)~";y-- / A Cu-,- . I / \ D,~, ~ c-<.CH r~lll\'X. ,<:kL,X qV\<d I ~'1.C~C'- ~ (C-r....( I' () l ~ J (2 l C.C;<"",j:- ;/' j,.,~;I.~'~'/"'~-' r y<-.-,'~' ," " c_~ I ' I ; r OJv' . L.r' 1-' Wheat Ridge, Colorado 80033 The City of Wheat Ridge 7500 West 29th Avenue Telephone 303/235-2846 December 21, 2004 OFFICIAL ADDRESS NOTIFICATION NOTlFICA TlON is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Robert E. Sechler, 3303 Estes St., Wheat Ridge, CO 80033 OLD ADDRESS: Vacant NEW ADDRESS: 3303 Dudley St., Wheat Ridge, CO 80033 SUBDIVISION: Estes Heights LOT(s) 9 BLOCK PARCEL NO.: 39-271-11-016 NOTES: AUTHORIZED BY: DATE: DISTRIBUTION: I. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4, U,S. Post Office, 4210 Wadsworth Blvd" Wheat Ridge, 80033 5. Xcel Energy, A TTN: Correspondence, P,O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thornton, CO 80241 7. Comcast, Attn: Jon Alvino, 6793 W. Canyon Ave., #13C, Littleton, CO 80128 8. Water District: Consolidated Mutual 9. Sanitation District: Wheat Ridge 10. Fire District: Wheat Ridge 11. Wheat Ridge Planning Division 12. Wheat Ridge Building Division 13. Wheat Ridge Police Department 14, Log File 15. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" Landscape Escrow Ae:reement -l..~~ WHEAt 1>, '- 0 - '" (J '" C'O'-OR~\P City of Wheat Ridge Community Development Department This agreement made this If" "'-day of b4cLAAe~, 20 ~ by and between the City of L!J Wheat Ridge and f"OI5,6/'T S~H"-4-", (contractor/developer~;;Y Escrow in the amount of ~ ~ 7~ ~ "-I~ DOLLARS ($ 1.,1/.,)) ) is being held until all landscaping improvements are completed at, 3.30.3 blA.-bl..~Y S-r In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as shown on an approved landscape plan is not installed by ADr / / 2<1. ;? /1\.'5 ,(date) the City of Wheat Ridge or its designee shall have the' right to enier upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Community Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date of 11 ,) r I} 2'). 2 (it) 5 has expired. Approved and Agreed~i~' i-:;!)-1lc'6~) -c:- Signature 0Ec. Print Name /02/1 ~/ (J-I Oate Business Address I Pbooe Title City of Wheat Ride.e. Colorado By: ()Pf::--,,-- Title: 'P\9nI^U Date: l {" 1:x:.c- 04- - ,"'- ........ ,-- .......... --' ........ r~ ht ' ~ GREENHOUSE, I t..C e..r S I GARDEN CENTER, . · NURSERY & PATIO /t? ~/f "'e';1 rJ r/ J-- 6 ;5 (t) I! f;/L II tJ 5 13 /J /u! (f- .5 Lt; I-./'...- I N'd '(;' /' ~/. t;-Y5-- L.I.J - .J /'3'7' .1'0 ;J - 4 7;J-hl ~ (F l' 7- ~( J I 'F'B tP c/ '7 --, 7 co if' :::>5 '.-- Rp /l~ 9170 West 52nd Avenue, Arvada, Colorado 80002 Telephone 303-424-7979 Fax 303-424-7979 Web Page www.echters.com :tln~77.>1I) ROBERT E. OR PAMELA A. SECHLER ~ I ~~" ~ 1"'" ~1LUlllt1fAlYAllil._""_Od.;:;:a(;":c: ," "'"O"~ 3:'] .:::.....:. AMOUNT ~ DOLLARS CHECK NO. IV c Lit 82.211/1070 47787 CHECK AMOUNT $1 ~~ I .olrt . City of Wbeat Ridge Community Development Department ~~ WHfAr ?> -' / .... 0 - " U M ('OI.OR~oq Landscape Escrow A2reement This agreement made this It >'<-day of ~M~, 200'1 by and between the City of bJ Wheat Ridge and l.oMJtr SL:CH,/..4..\ (contractor/dev<lope~~ Escrow in the amount of ~ ).., 1~.1 fJ~ o-J. <h-.('~ DOLLARS ($ 1,.; 1.01) ) is being held until all landscaping improvements are completed at, 3jD.3 Du.b.(.... y S-r In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 j .-fa and/or as shown on an approved landscape plan is not installed Ii 1ft;-t" --,,?by ADn / 2Q. 2//\..5 ,(date) the City of Wheat Ridge or its designee shall '~I (/ I fJ? have the right to enier upon said property to construct and/or install such improvements t7 ')' tt':':::l or do other such work to accomplish that purpose as may be necessary, provided that the '~ City of .Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Community Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date of L1 ,) r I j 2'7. i:O'5 has expired. I 1:'"",1- '.f Sfrn~ Approved and Agreed: t:A-tt:N^ .' \. . 1 ~-te fulY'-. (" \~~'5 F !(UU.l$.(\'f<' ContnctorlDevelo r/Owne ~fu, ~) SdlCD.tart PriDIN..... 1a2//t,/ {14- 6... B..... Add..../ PhOD. TItk Citv of Wheat Ridl!e. Colorado By: ~-^-- Title: 'P'G>nV'~.(" Date: l(g b:e- 0+- Date: 4- A Certificate of Occupancy I Completion has been requested for: ADDRESS: 3303 C1wJ~Ci S~, PURPOSE OF STRUCTURE: 55FK. Remarks: Building Department Approval: Zoning APproval:.J-Oll r:Ll.~, lA..-r,\1\h) \"t' jl,uhf-.{'rA - ~llVrJ'Q ("^--' Remarks:~ Public Works Approval: 6 K I :l:i-tJ /2._/24!J 1"'1 Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-235-2855) Building Permit Number: 17891 Date: 10/14/2004 Property Owner: ROBERT & PAMELA SECHLER Property Address: 3303 DUDLEY ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 233-4040 Phone: Total: $16,822.00 $363.10 $236.02 $336.44 $935.56 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for comPlianSt8 wi the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea 'J9jOrdi!1anCeS or work under this per it. (OWNER)(CONTRACTOR) SIGNED :/~ c! #L DATE I/, ) o+- Valuation: Permit Fee: Plan Review Fee: Use Tax: Description: GARAGE Jh}~~ IS~:fOf\oC&tln~~ BUILDING DEPARTMENT USE oru_coastrUcti;g ~~developmentstandar .s. .nmoI!f.4 plaD an fell. f6!liIl~le info . loll "'::clfVls'not respons\1il1!l . d any constrUct R ..... ., d . h' the plan set an . submltte Wit 10 inaccurate informatIOn. errors resultlng from Use: Ei1il'!g~l)Jmt" Approval: TRC Zoning: R-2 OK Walls: 2X4 Roof: Stories: J J I 10/14/04 ~ 1l1l'(\111tl..,.,oi'.~ ,.~~ '16-50\ (p. t) twenty_lVe iIad""- the first J 'J! . ~"."..lIIngS. h .,..lIng' /e ~ ."eo from ~f:ced wIth con . I dl~''''''''''J SU"",ltria'" \"J~<<..lml or Re~r;t:II,......~, "IS : '..d' niR!(i1.~2,t- _~ n.--."I'!!!I!!iU Approval: CR P!!_W~m~ Approval: Occupancy: U OK WI NOTES, 90 MPH ROOFING. Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisi~~~uild~ ordinance, law, rule or regulation. /~/~.-zr- :':6"fef Bdlfding sp1!l!ror Please sign Terms and Conditions on reverse side of page. ~-.r.., ~ " - " u ~ COLOR-.'ff!, COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION I..INE . 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80033 - (303-235-2855) APPLICATION l;iJMtC I <1 ~;th/~..t.-+ S~HkL <=-'( 33d3 J::,u~L-t:l( 57 Pro~rty Owner: Property Address: Conn'clor License No.: Company: OWNER/C()N'1"RACTOR StGNATURE Of UNDERSTANDING AND AGREEMENT I hereby certify that Ihe setback distance< proposed by this permij applalion are accurate, and do not vioIale applicable ordinances. rules or regutalions of Ihe City of Wheal Ridge or covenants. easements or restridions of record: Ihal 31_ shown. and aIegrions m8de are accurate; that I have read and agree 10 atMcSe by all conditions prinled on this application and that , assume fuJl fe$ponsibllity for complianCe WIth !he Wheat Ridge Buil<long Code (U.B.C) and all olher applicable Wheat Ridge Ordinance<. lor won. under ~ 'OWNERMCOHTAACTORl SiGNED ~ . OATE /olro+ (OWNERj(CQNTRACTOR):PRINTEO ()I3cI<'7 S/-"C-/7.1.. ~-\ Building Permit Number: Date: to Phone: 303 - ;:> :3 3 -1cY1 c) 450-> --17?-,:>//6 ~.4 yS Phone $. 'Be{ 0,20 Ccj , H L!' _I"l fII'. Construction Value:$ P :::,;108 "f/l!J/'" Permit Fee:$ Plan Review Fee:$ Use Tax'~ Total:$ Description: 64"'/161 C Sq. ft. a_ tJl,j) tI ). . BUlLDI!'iG DEP ARTME!'iT USE ONLY QNlNG CQt.AOAENTS: Approval:~ Zoning: {<--: Z- \ \'j Utlo...GCClO'lt>AENTs: 1:'1.:'. t..' ~L. ,}ok i'i/'; ,/ Approval: '''", . . I r '-.' ~ I ? -<,. /0 - :+('7 WORKS CclMMENTs: Approval : . (' /;"'.: ';e--- upancy: rJ Walls: 2,;( (.. Roof: Stories: EJo,c;lIica1 License No: Company: Expiration Date: Approval: Plumbing License No: Company: Expiration Date: Approval: Residential Units: Mechanical License No: Company: Expiration Date: Approval: (1) This penniI_ __ in _with IIle prG.i""""" M11or11> in y<llO'........ ...... and is oubjecIlellle_ 01 the ~ 01 Colcndo _Ie Ihe Zoning R~ _ ~ Codes 01 W_ RicIgo. Colcndo or any- ~ ordinancesol Ihe City. (2) This penniI_ upirel(A}1he -" _Is no! c:ommen<*lwilhin si:dy (60) dayS from issue dale or (B) !he building __ is __.clod or _400.ecl1or a peIIod 01120 ~ (3) U _ permII uPreo, a _ permllma, be __lor a ...0I.....-1he......... normaIy~. prov;ded no__ __...w11 be _ in"'arigInaI pIMo -.-J" - .6'" any__ or _""".....~... noI..--oM..- t1)_. u__--..."--or-400"""'~_..-(1}_,...--bepaicllora.-pennL {.} No_ 01 any _ _ be done'" wiI change Ihe""'" _01_ -.g. --~. (5) ~ _ noliIy'" ~ ~...- ~ (2.)houn in _lor" ...pecIiooIS'" --- __ on .~. card _ ploCMdill1l with .........-i.e ~ 01.. jell. (6) The __ of a penniI...the __ 0I-.gs _ ~lS _ no! be construed Ie be. pennillor, nor an approval 01, any vioIalion 01 the prov;.ions of the building codeS or any _ ordinance. law. rule or regulation. ~ ~'.".' .' ~" /:,J-.- ..;: Jt'-- ~.... _ .. 0" ._-= . . ,;.-;;:UU'i !ut. UC ;3J t'r~ ~MC WEST CORPORATION P. O. EOX 19347 EOULDER, CO 80308-2347 (;303) 4'>2'-;;382 NO. r AX NU, UUUUlIUUUUUUUUUUUUUUU f' UI 3030820 CASH QUOTE SOLD TO: CASH 8ALES--BOUl.DER SHIP TD: TERI~S : 10/26/1214 14:29 01Q WT: 22887.98 S P 80; A . 9~ W 4~ C 5' P 303121820 CUST#: 10. 0r~l2I0 , , FROM: G UI -----------~~---------------------------------------------~-------~-------------~ PfUCE AMOUNT 303-'+,33+3421 GTY DESCRIPTION CATFlL013 NUMBER -------------------------------------------------------------------------------- 31(:0 P .>. 2 ;3 4 5 ~ 7 8 <; NAILS 2 ;lHSI2DI3!EP NAil. 120 4M 2 RH-S8DI13EP NAIL SO 5M 2-3/8 2 RH-6DI3fHOG NAIL 2-3/8 HG 50 1I2"-13_HE'I NUT, ZN 50 STEEL SHIMS ILB 165 2X4-10 STO & BTR S-DRY HEM FIR 30 2X4-12 STD & BTR S-ORY HEM FIR I! 2X4-16 AoO TREATED HF *.* BUILT GREEN PROOUCT *.. 116 2XS-!S 2&BTR S-DRY HEM FIR '31 4X8-1/2"CDX 32/16 4PLY FIR SHTG 750 11-718" MICRCLRM/LVL 30/25 - 651926 R 651921 A COSTRHSSD131HOG A 12HI\i A SHIMS A 21f10HF R 2412HF R . 2416ACG R 281SHF R 12COX H 1178ML A TYVEK150 A 5TYVEK A 814HP A 548SHT R 24901-15 R 5023E E 544SHT R 4!.8! ER 35.13 EX 73.S0 ER . 12 EA 1.20 LB 3.89 ER 4.67 SA 1 L 26 EA 63.62 70.26 147.60 6.00 60.00 641.85 140.10 123.S6 10 11 12 13 14 15 16 17 18 TRIM 1 S'XI50'____ TYVEK HOME WRAP 1 5'X200' TYVEK HOUSEWRRP 300 8-1/4"x12' HAROIPLANK, CEDARI'IIL 20 S"X [0' 5/4 HARDlTRIM SMOOTH 25 24".96" HARDI SOFFITT 17 PCS 12" X 12' HARDIE SOFFIT 12 4"XI0' 5/4 HARDITRIM SMOOTH 14.95 EA 77 16.54 ER ;;1>ofji' 4.69 LF Pf"t....I/' ~/Iss- lJi0.it~8 i.IJ/..1... ..35J1..-5f<l' /Cl /:5 -,},~r:; , '0 .- 20 21 p 168.00 132.00 EA 5. 96 EA 21. 02 ER 12.22 EA 10.2~ EA 10. 13 EA 168.00 132.00 17S8.00 420.40 305.50 174.42 121.56 SU6TOTAL CO/RTD/BCO TOTAl. 1;269.15 478.94 11748.09 ~ Joe Kelly Retail Sales i I TillS lUlTl EXPIRES IN 1 M\'li, IN) IS lR.Y RIl EillMlE IF lIliERlJU IEllJIIiEll. . THIS IS NIT A IUlfRilU, IN) IS I'QJlI JDO$IBlUTY TO IERIFY IU IlRITITIES. !IC liST WIll. NlT IE IE.ll IIE!l'fNlIU FOR CII8T llVE~. I i r ;/\..Ji,/,"" fS <) :rLU I Rut t-cj ,- n /)vu~x ~ !tv". " /' "T~ J \ \ c-V (.J 6\ v'V\ I 'S c.~ .~y~ \J. z~ ( !:1 <W'[,'7"- J au'/ , '; 6400 ARAPAHOE Rd. -- P.O. 60'x lG347 eCULOER, co 80W.2.!147 CFACE; JI};) 44:l-e382 FAX; ':03 44$-7752 \V..I/ '" ,tJ ~~ ~ 0;: ."0 " .. 1 1 Z. 4~ Q..9 P f / '-.' J1,7J.;)..' &u..v-C:'-'Je Doc} v- f!/,2c'()ilJ- ! l~Q.ccJ",-v fov i5'S"DO ~ tlOOOe- 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 The City of u.1Jeat Ridge 12 October 2004 Robert Sechler 3303 Dudley Street Wheat Ridge, Colorado 80033 RE: Building Permit Review/3303 Dudley St. Dear Mr. Sechler: I have completed my initial review of the above-mentioned building permit for a detached garage, and I have the following comments: 1. The proposed garage appears to exceed the maximum height limitation for detached garages. The Code of Laws specifies that detached garages may not exceed a height of fifteen feet. The height is measured to the midpoint of the peak of the roof and the eaves. The plans show a garage with ten-foot walls, and a roof pitch of 12/8. Given a garage that is forty feet in width, the midpoint ofthe peak and eave would be 16.65 feet, which exceeds the fifteen-foot maximum. Please make the required correction to the plans and resubmit for review. If you have any questions regarding the permit, please feel free to give me a call. I can be reached at 303.235.2849. Sincerely, Travis R. Crane Planner (1JIffi~~ ;0/(:/ Residential Worksheet (SFlDuplex) Submittal requirements: Copy of Deed D ~ if Elevations 0-- Site Plan (to scale) Address: 3SdS }).,.o:l\v! S-t, Zoning: t<:'Z.. Property in the flood plain? I\A) Use: f'E'S> Lot Size: -zo r;6:) l sq. ft. Lot Width: loO ft. Maximum Lot Coverage: 40 ecco sq. ft. % Proposed Improvements: House: Addition to House: *Shed: Detached Garage: -91..0 Existinj?; Improvement(s): House: z6110 sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. \""~ Proposed Lot Coverage: (Total) ...>2 - - 3fSab sq. ft. % Required Setbacks: FR ~ ~ \0 ~ S lo S 2s'~ ~a R Provided Setbacks: FR ~ S 50 R 32 ~ Maximum Height: \ 5 L\:- ~.,,;...~ . ~, \ Proposed Height: (~ . ,. f . lol U>~\\ IlZ.e, p~'lttI.- ~{L~~ JVt.Io ,';>loO sq. ft. l ocD sq. ft. For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the SI shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access . -peF'P\operty is permitted. , in excess of 120 s.f. t allowed. Land a in Notes F one-and two-family dwellings one tree for every 7 of street frontage is required. /00% of the front yard and 25% 0 the entire I ust be lands ped prior to issuance ofC.O. Street trees required: ! f./ , , 6118.'02rh Building Guide Colorado Chapter of the International Code Council How to Use this GUide Provide two sets of plans and complete the following: 1 Complete this BUIlding Guide by filling in the blanks on page two and three, and indicating which construction details will be used. 2 Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines, drawn to scale. 3 All out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Code Council is a professional organization seeking to promote \he public heatth, safety and welfare to building construction. We appreciate your feedJack and suggestions. To obtain a master copy ...,- of this buildin9 guide, please wr~e to the Colorado Chapter of the International Code Council, P.O. Box 961, Arvada, CO 80001. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Si~ of~at IJ/jI!ge 'llziiId[ng 'LJ~V1SWn 7500 W 29" )lve. Wllea' <JI..Ufoe, CO 80033 (303) 235.2855 1 &'18102m Single Family Residential One Story Detached Garage IIII'e&1IonI 1. Fill in the blanks on pages 2 and 3 with dimensions ~3 0 ?> 'j:)(.d~ L6. '( S T and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes on page 3 which detail from page 4 will be used. Note: Reared garages may require spedal provisions. Dimension 4tJ ("' Locate and detail bracing Indicate rafter or truss direction f Q Garage Is hested )0 Garage Is not heated Show door and window header sizes and location and size of landing in front of door ( ,.,. -......"" ) Floor slope w ~ X f'). header (eqmpItJ: (2J 2 Jl 10 Note: If roof trusses or rafters bear on header. special header design may be required I. Double 2x4 or 2x6 trimmers each --....... end of overhead door header ---..... Garage door opening '.f-={ Garage door opening width II" r }=-I. . 2' 8' minimum, wilh plywood shealhing on outside of entire wall with hold downS. tt less than 2' 8", engi1eering may be required. This handout was developed by 1he Colorado Chapter of 1he International Code Counc:il as a basic plan 0_1 under the 2000 International Residential Code. It is not Intended to cover an circumstances. Check with your Department of Building Safely lor additional requirements. I DimeJ$ion ,;1."/"" .1 2 6I1M12r1l Single Family Residential One Story Detached Garage Tmss or 2xJQ.rafters spaced21:.." O.c. (8JWfIPIr. Putchedimlltin bor-ot-Z x '0 RIIM5pM:ed24-0.C.) Note: For roofs with slopes between 2:12-4:12, follow manufacturer's instrustions for low slope application of roofing material. "054 Sheathing Q (examplr. '~emricwplywood) Minimuml'(U/~ridge board {MampIr. I JI' '21 Roof covering CJJt55,4- 3 t~ (_CIu$A3toblhint1*) Underlayment I 4'(.f.,e Ir;# fi;t (_,_,.....) Provide roof lie downs and solid, J.- \ 2x blocking between rafters " D, (2x12 or greater) @" ,,?Y ~ o. ," I., /' .' \~' Note: Pre-engineered roof trusses wllruss tips and hardened nails may be used in lieu of roof slruclure shown. . ....... '. ....... Diagonal wind bracing or plywood shear panels o comers and each 25' 01 wall. p :.w... ......,....""'...... . . Foundatlon Detail A o Found8tlon Detail B (__4) This handout was developed by the Colorado Chap1e< of the International Code CoonciI es a basic plan submillat under the 2000 International Residential Code. It is not intended 10 CXM>r all cin:umstances. Check with your Deper1menl of BuDding Safety 10< edditionel requiremenlS. 12 pitch IL [Ceiling Insulation 0] . (11_._11-38) . 21 to . ceiling joists@ .;.4 'h.c. -PI :0_2.'024'0.(;) Double 2x 1- top plate (eqmpIe: 2 JI' 5) Span?J.1/ (_23'5') Ceiling height 10 (_'5J Siding HA-I?bl eU4,fD (___lIIpor~l1f) Wall sheathing % 'o?t3 (_'4-__ 2xLstuds@A/6.c. (_2..0..'0.(;) Cont. 2x 1- sill plate (_2.8) [~~~~"'.__) ] .We.tiHK SlZe_x_ (_r~I.? ':l! , '" 611&'02m Single Family Residential One Story Detached Garage 'I,' x 10' steel anchor bo~s 6'.0" a.c. max., 7" min. penetration max. 12' from comer and 12' from each end of plate. Bottom plate shall be min. 8" above grade, or be treated wood or decay resistive wood :,-:f.~:""'X.'.,.",;.:; 3 '12" Minimum Concrete Slab Finished grade Note: Check with local building department tor swellin\l soils. Caissons may be requIred. #4 rebar min. cant. top & bottom Finished grade '/, x 10' steel anchor bo~s 6'-0' a.c. max., 7' min. penetration max. 12" from corner and 12' from each end of plate I Bottom plate shall be min. 8" above grade, or J be treated wood or decay resistive wood {.~.:- 1~~f! C:'~I':::~d>~~:nsi:n';:n~inimum concrete slab "<'f;' 36" min. ""[" .-;.:.' .,' - .. -'/1< ,"., .,' ,.....-,.. ,>:::-'i:': v.... ..s'. ;tj~; Provide #4 rebar vert. @ 4'-0' a.c. insert rebar into concrete footing or key way Note: Check with local building department for swellirllJ soils. Caissons may be required. #4 rebar min. continuous top of stemwall & at footing This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department at Building Safety for addibonal requirements. 4 J.~2- INSPECTIONS WILL-NOT BE MADE UNLESS I THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS OWNER CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD ~~ DATE ISSUED lc, \.2..\ \ ('4- ), TYPE OCCUPANCY I ~-3 SOUTH EAST WEST Foundations Footings INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR k 11 C ~ll.(rCh i-- t4~~;, Caissons Reinforcing or Monolithic " L 7. o~ . c (. , l, vo"' (.1 Weatherproofing ) _ I -('l POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) 7-' . '~o'-l Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation , ~ 'l.o - (1'-1 - - ZS-" (I < \ , - ,",S' - 0" C( - It C 9 . it. c 'f ~1-<~....'q ~ifi:- Framing Insulation Gf).. Ie) .. Drywall Nailing Roofing Refrigeration Electrical Underground / { OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED \ 0 ,,-\..A!-') PROTECT THIS CARD FROM THE WEATHER Final Electrical Plumbing Heating & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping : !,' Place in Front Window This Side Out ~- ~,"C''-l ~(<=q ~\'~"~t \\lr1 R\l->S<\.\ ~ ~ <,(5 Q70 - 57 b ~ t.!y,ZS( - . I DEVELOPMENT ESCROW AGREEMENT FOR PUBLIC IMPROVEMENTS TO: City of Wheat Ridge 7500 W. 29th Ave. Wheat Ridge, CO 80033 This Development Escrow Agreement is entered into this 4th day of June 2004 between the City of Wheat Ridge, a Municipal Corporation, and Robert Sechler, hereinafter referred to as "Owner" and concerns property located at 3303 Dudley Street, Wheat Ridge, Colorado. The Owner is the titled Owner of a tract ofland in the City of Wheat Ridge, County of Jefferson, State of Colorado, more fully described as Lot 9 Estes Park Subdivision, City of Wheat Ridge, County of Jefferson, State of Colorado. The sum of three thousand one hundred sixtv seven dollars! and no cents ($3167.00) to be held in escrow with the City of Wheat Ridge for the purpose of cobstructing public improvements along the frontage of3303 Dudley Street, Wheat Ridge, Colorado. The City of Wheat Ridge shall have the absolute right to withdraw the Escrow funds for the purpose of constructing public improvements along 330311>udley Street. The City of Wheat Ridge further agrees that the Owner shall have no further obligation to make any payments for such public improvements. The City shall hold the aforem~ntioned monies for a period often (10) years from the date of this agreement. If at such time during this ten (10) year period, the City constructs any public improvements adjacent to the srtbject parcel, the escrowed monies shall be utilized. If no public improvements are constructed adjacent to the subject parcel within the ten (10) year period, the monies shall be returned to the Owner without interest. The only requirement to withdraw the Escrow funds in beHalf of the City of Wheat Ridge shall be a letter from the Community Development Department bf the City, executed by the Director of said Department and witnessed by the Mayor of the Cit~ of Wheat Ridge. Said letter shall state that the City is proceeding with the construction of pljblic improvements along said streets and will utilize funds to defer costs of the construction project. ACCiED: ~ It (,^- r. fJJIdu Community Development Director City of Wheat Ridge ,&:1- (Rumof/}/bMw Owner 33d3 Address ~ lkJ2~ <;-') rr , 313.,.233 -1tY!o Phone Number Date: ~;6~/O 7- F:\Planning\FORMS\Public Improvement Escrow.wpd DEPARTMENT 0" PUBLIC WORKS REVIEW FEE STRUCTURE FOR ~UILDING PERMIT APPLICA nON / I /~~ Date: <. / .) APPlicant:' ",,< I Location of Construction: ,j~1Ed- f 330"l SeC/7L€;( Phone # 3<0-.)3) -"10-1'0 Purpose of Construction: S'A16rU;- Single Family X j) U~)L FY' 5~-=r ~""/"-.", EES'b&J~ Building Permit Value: I ! Commercial Multi-Family DEVELOPMENT REVIEW FEES $1+-00 , i I $59.00 , , , ! , I $ H10 00 $5~00 I $ Hl<> 00 I I $10000 I I $ /OO.CO Development Review Processing Fee: (for document processing) Single Family Residence Review Fee: (for review of applicable technical documents) $ 50.00 CommerciaVMulti-Family Review Fee: . (for review of existing technical documents) . (for review of technical documents for construction in Right-<>f-Way, Final Drainage Report, and Erosion Control Plan) $ $ COOT A=ss Permit Fee: (for document application and processing) $ Traffic Impact Study Review Fee: (for document review and processing) $ Flood Plain Variance Review Fee: tfue documenl Ic"i4.;W and processing) i $3+0.00 N/~ $7fO.00 $~oo ! TOTAL REVIEW FEES (due at time of building permit is~uance): ! PLEASE NOTE THAT IN ADDrnON TO THE ABOVE FEES, THE* WILL BE ADDmONAL LICENSING AND PERMITIING FEES REQUIRED FOR CONSTRUCTION OF IMPR9VEMENTS WITHIN PUBLIC RlGIIT -OF- WAY. Signature of Applicant k _ .i.Lf", I Date:Jp~;G '1 ! ~~ Class I Application: $ Class I PubticationINotice Class n Application $ Class n PublicationINotice $ $ /So.oo Ene:ineer's Estimate 3303 Dudley Street Curb, Gutter and Sidewalk for Escrow Item Cost Unit 6" Vertical Curb 4" Sidewalk $15.00 $37.50 LF SY (= $16.67/LF for a 4' walk) Frontage for 3303 Dudley Street = 100.00 feet $16.67 X 100 ft (sidewalk) $15.00 X 100 ft (curb) = $1,667.00 = $1,500.00 Total Cost for improvements = $ 3,167.00 3303 Dudley (Sechler).doc "r;' :,.'^><~"<:l........." ._.......~.7_______~,;..,....... . . Date: Location: DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICA nON REVIEW C. /3/0</ 3303 OUb~EY s~ Attention: Building Department I have reviewed the attached materials submined in application for approval of a S,.",GoLG /7t.....,<-v i?1!S51l:>ENCE. at the above referenced address. Please note the summary conunents below. 1. V- 2. .....-- 3. V- 4. v 5. ..L 6.-L 7.~ 8.-L 9.~ 10.-L II. .,/ 12. i//~ 13.~ 14. ,/ Boundary Closure: OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division ~ d. Site drainage/grading provisions have been reviewed and are: OK _ Not OK; refer to stipulations. NPDES Permit Required: Yes V- No Public Improvements: a. street paving needed: ~ Yes No b. curb and guner needed: v Yes No c. sidewalk needed: v Yes No d. street lights needed: Yes v No c. storm sewer needed: Yes ~ No f. lenerofcreditrequired: Yes ~ No If a leite:, 81. ..ed;t is required, for what improvements? c.vi!13, G-v-noae, S'l:>G<<J~K.., P;t-TCkh'/?, €SRow"rC:> 13-= ,,.,.e.eu IN L-GOIV OF C<'>Alsr.euc77<:J,u. ' Amount Ofl_H~J~t!h .:K 3. I~ 7. ~o Subdivision Agreement required: Development Covenant required: If Yes, for Yes Yes -IoC No --"",No vi"" Traffic impact analysis and report required: Yes State Highway Access Permit needed: Yes New roadway or aUey RO.W. dedication reconunended: Yes If yes. what is recommended? All existing dedicated roadways/aUeys meet the standards of the City: v Yes If no, which do not and what is ro.quested: t.lv. ~No ...><:::: No ........No No APPROVAL: lbe Public Works Department has reviewed chis request and hereby gives its approval. subject to the above and/or attached stipulations. u__,.j-;~ Signarure David F. Brossman. P.L.S. d,/3~</ Dale NO APPROVAL: lbe Public Works Department has reviewed this request and does "ot give its approval for the reasons staled: Dale Signal..r~ David F. Brossman. P.L.S. Stipulations attached: _ Yes ,/ No Sumnwy Conunents: Anv damne to the existin. Public ImDCOvements as a result of chis construction is 10 he reoaired to meel CilV sWldards bv the Permit Anolicanl Drior to the issuanc<: of the Certificate of Occu ne. A Draina 'flC8tion Leiter is r uir . to the . nee of the eniflCate of u rJsPH. ii'o ,'f.l.-C>A.J& FRL>A.lT~ .... ... .. . HCL .... ... .. . Engineering & Surveying, LLC May 26, 2004 Ms. Kristy Shutto, Building Department Secretary City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 Re: 3303 Dudley Street Single Family Residence Certificate of Sewer Service Dear: Kristy: This letter is in response to your request for confirmation of the availability of sanitary sewer service for the above parcel. By supplying this information, the Wheat Ridge Sanitation District is not liable for the misidentification or misrepresentation of the subject lot. The location of the subject lot is based solely on the description provided by the requestor, and the Wheat R!dge Sanitation District is not responsible for the way in which this information is used or disseminated. The subject lot at the address referenced above is entirely within the boundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Wheat Ridge Sanitation District facilities in this area consist of an 8 inch sanitary sewer main within Dudley Street between 32"d W. Place and W. 34th Avenue. This parcel is subject to the assessment of both Wheat Ridge Sanitation District and Metro tap charges. The subdividers andlor developers may be required to extend sewer lines to their project sites andlor share in the cost of providing additional capacity to serve their projects. In addition, you should be aware that the District requires approval of plans for sewer service connections, detsrmination and payment of tap tees, as well as inspection of construction by the District's Engineer. Very truly yours, /~\ Robert Gabri I, P.E. District Engi eer Wheat Ridge Sanitation District RRGlrg cc: D~7Ilt~lIMS!bn Ct., Suite 310 . Englewood, CO 80ll2. Phone (303) 773-1605 . Fax (303) 773-3297 www.hclengineering.com MAY-26-2004 WED 01:47 PM LLOYD FAX NO, 02 P. 03 .... ... ... III HCL .... .... ... .. Engineering &. Surveying, LLC May.26, 2004 Ms. Kristy Shutto, Building Department Secretary City of Wheat Ridge 7500 West 29"' Avenue Wheat Ridge, CO 80033 Re: 3303 Dudley Street Single Family Residence Certificate of Sewer Service Dear: Kristy: This letter is in response to your request for confirmation of the availability of sanitary sewer servioe for the above parcel. By supplying this infonnation, the Wheat Ridge Sanitation District is not liable for the misidentification or misrepresentation of the subject lot. The location of the subject lot is based solely on the description provided by the requestor, and the Wheat Ridge Sanitation District is not responsible for the way in which this infonnation is used or disseminated. The subject lot at the address referenoed above is entirely within the boundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Wheat Ridge Sanitation District facilities in this area consist of an 8 inch sanitary sewer main within Dudley Street between 32nd W. Place and W. 341h Avenue. This parcel is subject to the assessment of both Wheat Ridge Sanitation District and Metro tap oharges. The SUbdividers and/or developers may be required to extend sewer lines to their project sites and/or share in the cost of providing additional capacity to serve their projects. In addition, you should be aware that the District requires approval of plans for sewer servioe oonnections, determination and payment of tap fees, as well as inspection of construction by the District's Engineer. Very truly yours, RAGlrg cc: Di;l~8'.lbn Ct, Suite 310 Englewood, CO 80112. Phone (303) 773-1605 . Fax (303) 773-3297 www.hclengineenng.com HAY-26-2004 WED 01:46 PH LLOYD FAX NO, 02 P. 01 :::- [KI ~[b I Engineering & Surveying, LLC 1..1 ... II . 9570 Kingston Court. Suite 310 Englewood, CO 80112 (303) 773-1605 (303) 773-3297 FAX FAX TRANSMITTAL Date: May 26, 2004 Fax#: Kristy Shutto City of Wheat Ridge 303 235.2857 (ph 303 235-2855) Randy Gabriel To: Company: From: Company: Phone #: RE: 3303 Dudley Number of Pages Including Cover Sheet 3 Original to be sent separately? Yes X No Comments: Kristv. Letter of Sewer Avallabilitv. Thanks CC: Wheat Ridae Sanitation District Office 303 424-2280 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17132 Date: 5/25/2004 Property Owner: ROBERT SECHLER Property Address: 3303 DUDLEY ST Contractor License No. : 21974 Company: Zielinski Group OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable '1\heat_f}1dge}fdinanc , r ark under this p rmit. (OWNER)(CONTRACTOR) SIGNED LN,;;t- ~ DATE / 'f. ~ Description: SINGLE FAMILY RESIDENCE Phone: 477-5116 Phone: 989-5339 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $234,128.46 $2,274.75 $1,478.59 $2,809.54 $6,562.88 Total: Use: BUILDING DEPARTMENT USE ONLY SIC: 5/4/04. NEEDS CHANGE OF ADDRESS Sq. Ft.: 5/24/04, REVISED SITE PLAN TO BE ON-SITE DURING CONSTRUCTION. SEE ATTACHED SHEETS. Roof: COMPOSllStories : 1 Residential Units: toning c.iW)Wients: Approval: MR Zoning: R-2 mCling Comlll&"tS: Approval: CR Pub~rks Com_~:' Approval: DFB. 4/19/04. STRUCTURAL OK Occupancy: R-3 Walls: 2X6 1 Electrical License No : 19506 Company :SECHLER ELECTRIC CO Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No : 18034 Company Wheat Ridge Plumbing & Heating Expiration Date: 4/30/2005 Approval: OK/KS Mechanical License No : 21467 Company: Allen's Heatin9, NC & S.M., Inc. Expiration Date: 12/30/2004 Approval: OK/KS (1) This permit was issued in accordance with the provisions sel forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit 0 pproval nd specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the b . or her ordinance, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permit Number: Date: Property Owner: Be>10 5 e c \.t Le or Property Address: 3303 ..f) veltey CODtractor License No.: A \ 4- G. 7 Company AI Ic~1 l-{bj I Alc ~ .:5 t.ce e.:t /vte-k 1 PhoDe: 363477 Silt Phone 363 If- ;;U 46 J, 0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax''!; Total:$ ?-,flfoD I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Rtdge or covenants. easements or restrk:OOns of record; that all measurements shown, and allegations made are accurate; Ihat' ha\le read and agree to abkle by all conditions pnnled on thrs application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances. for work under this permit. ,OWNERMCQN'TlW:'TOR)SIGNEO C:..*~ OATE~ {OWNERXCONTRACTOR):PRINTED C u. -l:: r,-:) VIA p be I L Description: Acll SWCllM...p CDole.....; VeVlt b4.-tlrt -F""V\ C6Dk-hoP ~~ Jxye..r Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.FI.: ZONING COMMENTS: Approval: Zoning: BUILOING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Ioccupancy: Walls: Roof: Stories: Residential Units: Expiration Date: Approval: Expiration Date: Approval: Mechanical License No: Company: d-, I 4-t) Expiration Date: Approval: Electrical License No: Company: Plumbing License No: Company. (1) This permit..... isouecl in accordanc:e with the provisions set foo1h in your application and is subject to the laws of the Slale of Colorado and 10 the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any _ applicable ordinances 01 the City. (2) This permit5hall expire n (A) the wort< authorized Is not commenced within sixty (60) days !Tom issue dale or (8) the building authorized is ~ or_lora period 01 120 days. (3) II _ parmIl8lljJirM. a .- permit may be acquAd lor aIM 01 one-haIlthe ...- normally required. provided no ~ have _ orwil be_In Ihe origInII piano and spedtl.A.lS and any suapenoion or __.....dhas noI.Y~one (1)_. IIchanges__ or n suspension or_l- one (1)_, 1uII__ be paid lor a.-pennlt. (~) No wort< 01 any _ shall be done thai will change the naturalllow ol_tar causing a -- problem. (5) eon_ _ notify the BuIlding Inspector _ty-Iour (2~) houn In advan<:e lor aIIlnspedions and shall reoeive written approval on inspeCtion card before proceeding with successive phaseS 01 the job. (6) The issuance of a penniI or the ~ 01 cnwings and speOIicationo _ not be construed to be a perm" lor. nor an approval of. any violation of the provisions 01 the building codes or any other ordinance. law. rule or regulation. Chief Building OffICial COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE. (303.234.5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17132 Date: 5/25/2004 $6,562.88 00, Do Co!'] J &c.&Z-: 8~ @F' I C;ijD r'~ '1~-.--::' Io~ ~~'6'" H r " lfP 3 .1 . - . v. BUILDING DEPARTMENT USE ONl",fl~e ~ ,pt..\,?\ :cofl'l[ '/Je '/',- ,- ~ ,,-, . ~PI':~~()/J~ p. Sq. Ft .kP:''"''":k-_ 5/4/04, NEEDS CHANGE OF P~~~0...101'Is.~qJ'e .. ~ (" k ~~~ Jj. ~ <>tli, 't'~o 4'0..li .. ~1'l<'ct /JOt '0<11' 'ltl;" 'J'i, . ~.., -~ "?ilI~"'^ t',/IJ.'ho, LIt';; /'1t-. ~- ~~_~ ~~i l/"CC/ C/l]e oJ'lo ':::7 ....,.,U^_.~" <S/e & Q't'~ 'l)ts ctlt' ~"o P4J 01" % tlce l'Ie ~ "'_ Set a~/J,!<>c,~"'e'lt o,'Oli,,;"l'oA, ."'Cc, --<q "1''''''' sla" " to I ~ 5/24/04, REVISED SITE PLAN TO BE ON-SITE D~~Co 1%~Q'tll'<I/," CONSTRUCTION. SEE ATTACHED SHEETS. lJIr%."':':lIc",~q/io~ -"""OJ) 011 Roof: COMPOSllStones . 1 Residential Units :r- Property Owner: ROBERT SECHLER Property Address: 3303 DUDLEY ST Contractor License No. : 21974 Company: Zielinski Group OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNEtt'1Jj~ ],nrfrr. POfLOATE t. <i j-(i4- Description: SINGLE FAMILY RESIDENCE ZQJTIng CQmm$rlls: Approval: MR Zoning: R-2 i:luil\l!ng commit6ts: Approval: CR !:'jJblic Vi~llCom_s: Approval: DFB. 4/19/04. STRUCTURAL OK Occupancy: R-3 Walls: 2X6 Electrical License No : 19506 Company :SECHLER ELECTRIC CO Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No : 18034 Company Wheat Ridge Plumbing & Heating Expiration Date: 4/30/2005 Approval: OKlKS Phone: 477-5116 Phone: 989-5339 Construction Value: _ Permit Fee: Plan Review Fee: Use Tax: $234,128.46 $2,274.75 $1,478.59 $2,809.54 Total: Mechanical License No : 18034 Company: Wheat Ridge Plumbing & Heating Expiration Date: 4/30/2005 Approval: OKlKS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor sl1all notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a per' e appro s and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of t I de ny other ordinanc w, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. APPLlCA TlON 0' ~H(., COMMUNITY DEVELOPMENT DEPARTMENT ~~~ BUILDING INSPECTION LINE - (303.234-5933) U M CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE COt 0..00 WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: Property Address: Contractor License No.: Company: RO!>4 rt S-llehl~1f' '3~C3 D14c:1l~!1 Phone: 30'3 1./1'"1 ~II~ Z iot Ii", 5'k; Gro...p rnc;. Phone "03 ~ 8"1 Ii' Hor I hereby certify that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances, ru~ or regulations of the City of Wheal Ridge or covenants, easements or restrictions of rerord; that aU measurements shown, and allegations made are accurate; thaI I have read and agree 10 abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C) and all other a ble Wheal Ridge Ordinances, lor walk under this pennil ~ (OWNER)(CONTRACTOR): SK;NED (OWNER)(CONTRACTOR), PRINTED ':.J t!l h '" DATE~1I Construction Value: Permit Fee: $ Plan Review Fee: $ Use Tax: $ OWNERlCOHTRACTOR StGNATURE OF UNDERSTANDING AND AGREEMENT rJ DATE Total Fee: $ DESCRIPTION: ~j ., 1 (..g. F~; (~ ~J'~, BUILDING DEPARTMENT USE ONLY BUILDING COMMENTS: . _ ~ / ~, r / Approval: +11~ 'Vtft<c;1..,.w:./ DJ.. ad- --- / ZONING COMMENTS: Approval: Zoning: PuBUC WORKS COMMENTS: Approval: Occupancy: B-~ Walls: ;Zt-l-~ Root:t1"1"'r!--Stories: I ':.::,_,/f -"" I- '&S6_~eSidential Units: Electrical License No: I q "5 06 Plumbing License No' Company: Sec.h l.e...'! I~c.t. c~. Company: 1tM4C1.f,.;J'!e Ex. , 0 t Ex 'at' D-~t' lit,. plratlon a e: p.r Ion a e: Approval: Approval: pr~ Mechanical License No: J Company: t(.?44.<<.t,,; <11 Ex . at' OPt' Ii plr Ion a e: Approval: TIlls permit WI' iss,* in accordance with Ute promion. set forth In your applicltlon and II subject to th,lawt of the Stat, 01 Colorado and to tht Zoning RegUlations and BuUdinIl Codes of Wh.at Ridg., Colorado or any other .pplicabte ordinances 01 tht City. Thit pennI sbat uplrt. (A) tilt won. authorized I, not ~ within Ib:ty (&0) days Irom ..... dll. or (8) tht bvikllng authorized I, susptnd.d or abandoned for. ...... of '20 ..... . this p.rmIt ex""" . new J*1nI may be acqund fof. f.. of on... till .mount nonndy reqund, pIOYided no changes haw bMn or wi. be madt in the ori$JtnaI pIM. and IJIldfltation. and MY ",.pension Of abandonment has not uCHdtcl one (1) )'.ar. . than.. hi'll bMn or M I..pen,*, or abandonment ucMdt ont (1) ynr.IufI........btpaktfor.new~ No WOftl of1ft)' ITII",* -'tal be don. that wiI change 11M nltUrIIl'Iow of wlI<< caus"',. drainage probltm. Conb'actor "'aI notify lb. Bu~ IMpeder twwrty-foor (241 hou... In advance for all inspec:tionl and aha! ~. wrttten approval on ""PKtion canl IMfcw proceeding witt svc:caslvt ph.... of UM job. Th.llsuanc:. of. ptnnIt or . .1 of drawtnlll and apecfficatlonl shaH not be construed to be. permit for, nor .1'1 approval of, any violation of lb. provision. of the bulldin el or an ,law, rule or regulation. ~ ~ Ch' ui ding Inspector I') (2) PI I') (5) (') Building Permit Number: Date: APPLlCA TION Property Owner: Robert S./lc::.hl.eV' Property Address: '3 ~ c 3 D '" cJ I tl !:1 Contractor License No.: Company: Z i~ Ii.., SO/(; Gro",p rnc;. Phone: ~C'3 J.11"1 ~II~ Phone: "03 l:t SC\ ;-;nq OWNERlCONTRA<:TOR StGHATURE Of UNDERSTAHDlNG AND AGREEMENT I hereby certify that the _ distances ploposed by this perm" application are llCCUIate, and do not violate applicable OIdinances, rules 0< regulations 01 the City 01 Wheat Ridge 0< covenants, easements 0< ~ of record; thai all measurements shown, and aUegations made are accurate; thai I have read and agree to abide by aD conditions printed on this appication and thai I assume fuD responsibility fo< comptiance with the Wheat Ridge BuildOlg Code (U.B.C) and aR other ble Wheat Ridge Ordinances, lor woo under this pennil ~ \.e.JL- Construction Value: $ Permit Fee: $ Plan Review Fee: $ Use Tax: $ . <l' Dt1I (OWNERHCONTRACTOR), StGllED (OWNER}ICONTRACTOR) PRtNTED :J 0. h tI Z ; Q f; I'J S DATE~1.f II DATE Total Fee: $ DESCRIPTION: ~j t1y (..Q.. F~i (~ ~~~, ZONING COMMENTS; Approval: loning: 2....... v'- , Ii" I 1'"/ ") '"~''''''''' O~ ./ 'i/ . ~ c y' \J I' ~ SIC: I!j SqH: ~C~ 41'/1, fllJ~"":-l~) ....... .) ?f'J,~ ILl ... 1__ \..III/ ......~.s "'1 ....................... BUIl.OING COMMEHTS: Approval: PuBlIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: l"l? 06 Plumbing License No' Company: Sec.h 1.et'1 '! I.-ct. c~. Company: 4Jh.Qo,j,.;J1e ~ 1I4,. expiration Date: Expiration Date: Approval: Approval: P(~ Mechanical Lice,nse No: 'J Company: f.c)"tLQ,t.., ~~ Ex, , DPfH p.ration ate: Approval: (1) (2) (3) Thtt permit ",a.lsswd in accordance with tht promtona .. forth in your appIk:atioa and II subject to thea.ws of the Stat. of CoIondo and to tbt Zoning RegUtaUons and Bui1dIdg ~ ofWhnl Ridge. Colorado or any otherlpplicabM Ol'dlnan~ of 1M CIty. ThIt,.,....... ell.....w the wod autItoftDd I, not comm.nced wItbin sixty (10) days front ".ue dlte or (8) the bu....ng MIthortzM I. suspended 01 ~ for. ...... "'20dop. · thit ,.,........ . .... ,...,. IIYJ be Kquhd for. ," of OIl"". the amount normIIy ~. JIf'O'II6tJd AO cb..,.. havt bMn or. be mla in the origiMl plan, end IJ.lclR:IliDRI and any.......... or abandonmtnt h.. DOt u:~ OM (1)~. . than.... hrttbMn or lsuspenalon or~ u:e.edt OM (1) ,....fuI.... th.. btpaW lor..... P.'l"JftIl HoworlollftJmann." be doMthal wII changttIM..atuna now o(watWalU$Jng. dninlgeproblem. Contrador ..... noUfJ 1M BuIkInt Npedor lwtlntJ-- (2.) hourIln IdvMCe tor .. in*S*tioat ....d thai ~ wrtItlIfl approval Oft ..spdlon card btfon .....-.- -................,... The ISHaltCe of. perd or the IPfl"lVaI of dnwIngl and .pKtfic.tJons shall not b4 construed to be . permI: for, nor an 'PpIOVaI of, any vtoIatkln of the provisions of the building codes Of any other ordinance, law, rule or regul.llion. (') (5) .(0) Chief Building Inspector Building Permij Number: Dale: APPUCATION Property Owner R.. be...t s~ h I ~ Y' Property Address: ~ ~ 6 3 D &4 d 14!1 Conll'ac1or license No.: Company: :z. i-e Ii", S'k; Gf'ou1> rnc;. Phone: 3C'3 J./"1"1 ~I'~ Phone: "D3 l:t1C\ ;'Hq OlIIIEIlICOIfI'Ofl_lUllE OFu.usr__ ......._ I ~ 00tIfy ....... _ __ pmpoood bJ lis pomiI...........,... acar.olt, Ind do IlOl_ 'IppbtlIe ~a_....-J. tuIres Of ~ of h 0Iy cJWheaI Ridge 01 covenants. ~!~Ib or .~~~ d 1OCllftl;.... aI,,_OJ ........ shown.lnd ~D'- ..........; hi' _.. and _ '" _ bJ aI_ prW1locl on 1is~.and""I_IIAI.......odibIl).loroo.,,,,,~""'" _ Ridge 8uId01g CodelU.B.C) and aI _;g: _Ridge~, lor_ _lis pomiI. (OMlER)(COHTAACTOR)cSlGllBl ~J'u.R-- _ DATE~OCI (OMlER)(CONlllACTOR)c PIlIlTtD :J a. ~ tI 'Z ; Q I; "fi "&I DATE Construction Value: $ Permit Fee: $ Plan Review Fee: $ Use Tax: $ . <r' III1f DESCRIPTION; ~j"1 (4 FMt/; (~ ~~, Total Fee: $ BUIlOIHG DEPARTMENT USE ONLY SIC: z~c_.: Approval: Zoning: llul..-.c-,: Approval: Jl\aJc_c-.: St=E-+7/~ SH=I.:J. ~;-, ", -'''t5~/.,~/o''f - i2<='/ISE:b -" "Co '-~J TD J Approval: oK/)--r / -' /.- 'Ii L=1(~ DAJ-$" Ie L') ,..)/l-/AJ& c..LJ,<-J-S" 77]-I)4~1)-~ 0cnIp<wlcy: t?- ~ WaIs: Roo/: Slories: Residential Units: EIec:lricaI~No: 'Gl ?oO PlumbIng~No'.;/ Company: s~,h I~...I ~I..ct. C~. CompMy: 14I~.o.l".d1e ExpirItion o.te: ExplnlIon ~.: )l ~ . Approval: Approval: . P(l, 3 Mec:hanicaI No: Company:'" IZ4t-l;Jf# Expiralion tJ. ,., Approval: (1) CZI III lMI.... _......II1II - . ......................,.. ~.... ~................... c.IIralII....... z.-. - _.. . ..-.-.,-.....~...,---.,..ao,. lIiI............ .w..-'.............. ..... _........ ............. tit............. II.......... . If.... -.,..- r............... _......, ................. ___.. _.....,.........-.".................................... ~ ....... - - ...., . . . ~. 1............_,.),... ................ . . ... -~..(1) ,..................... -....... .-.,..,--..-............--.,--....- ~ ... ..., .. .... ........ t ... ... " .... .. ...... .... .. ,- ........... _ ......~ _ ......... ~ ..... -- . -.,... ....-........ ....................... - -.;f 1 all...... c..-..... be.,... b.................,........... IM~... ....... c:odn 01"''' __Melt. law. ,. Of"""" ... C5I .411 Chief BulIdlng Inspector 05/04/04 TUE 07:28 FA! 303 426 1732 Gi11ens Incorporated 141 001 VIA FACIMILE May 4. 2004 Attention: Meredith City of Wheat Ridge Fax: 303-235-2857 Rc: Sechler Residence The following is the square foot area of the Sechler property and the proposed square foot areas for the improvements to the property and their percentage of cover of the property. t. Property 20,000 square feet 2. Residential structural includilli iM"ge_ _2846 square feet 3. Cover porch and deck 597 square feet 4. Driveway and sidewalk 2108 square feet 5, Total of proposed improvements 5551 square feet 14% coverage 3% ooverage 10% coverage 27% coverage Sincmly, Y-fL .--- _~~~r'.:~. - aty 01 \\lheat. Ridge Deparlment ot Public Works MEMORANDUM TO: Chad Root, Code Administrator FROM: Dave Brossman, Development Review Engineer ;J::J6 DATE: Monday, April 26, 2004 SUBJECT: Building Permit for 3303 Dudley Street (Robert Sechler) The Public Works Department has received the Building Permit Application dated April 19, 2004 for the above reference site, and has the following comments/requirements to be included on the Site Plan prior to PW approval ofthe Building Permit: 1. The proposed locations of the roof and foundation drains. 2. If the parcel is to be re-graded, erosion control (e.g., silt fencing) shall be placed so as to protect the existing ditch located on the westerly side of the parcel, and also along the side lot lines to protect the adjoining properties. A silt fence detail should be shown on the Site Plan (please see attached sheet) . 3. If the entire site is not to be re-graded, the proposed grading limits should be shown. 4. The drainage flow patterns for the site need to be identified, along with any swales to be incorporated along the northerly and southerly sides of the structure and driveway to prevent runoff from this development flowing onto adjoining parcels. 5. The percent grade and flow direction of the proposed driveway. 6. Show the elevations as indicated on the redlined Site Plan. cc: Steve Nguyen, File 3303 Dudley (Sechler SFR).mem.doc ~ <( ~i :g " lo~ -~ : ~- i lo " * " " " " i ~ i 8 f ~ x '" ~~ ;i e < ~ <( ~ * i ! II ;i Ii 'S \ ~ l,g(' ~ll1f ~ll \ ~ i III ;~ <~ b _//~~------ x '" ~ ~~ ~~iB~~ ill~i;r;d -------/ I I i [il ! ~ !i I ~ z o Vi o 0:: W ~ ~ O!i i~ Ill!! ;~ d 0) ~ e . l!~ ~ ....:l o >-< ~ ~ ~ o u e:: z "'" 0 ~ ..... Eo< en o ~ ~ 00 ~ ~ o Z ~ 0 u- ~oo i%lE p A Po. ~ r..Z 0- ~ ~~ ro:l ~ u ~ ~ it; earo:l Po. ro:l (t ~a<Je.- -#,L J:t..~ ~ 36"'!>-~3'7-.21'f:>? crrY OF WHEAT RIDGE ORTll1CATE OF 'WATER AND SEWER SEJlVIO AV&n &,JIff .rrY Note to ApplicllJt: A buildini pctIJIit will not be iS81le4 witbout fbis Cerli1h:_ aiped by 1ho Disaict or Aaav;y npplyiq seMCOI. Di' C..mfWte ~ one Veal' from <'1_ of_val bv .,,,,,^"~D' -.ent. . '.3::3ll3 Ar.L J /'" 'J 'Sf . lob A<Idrea 4jlq Jo4 DalD ~n-iplion :~ .ro 1IJ~~.e~.-{g.,~f.- Uac ofB . ~&y-~ ,~.J.I...,- 00II1111' Addmt </"'"'7- 5"11 It. T c1C1Phooe NameofDlBlet: IA lbU.l1 ed,y J 3"" ~+:f:!;V1 IlId.ivi.blSeptlc PermltNo. ( ) SeMt SIPI1ce AvaOIblo ( ) Sower Ser\Iiu N01 Availablo ~or~' . y€-AltaciJl/ ~d1 s-/~h; I henlby oet1il)I1IIat IVIilAIbility of ocn.... i. .. lI1c1!t1l1lC1 abOY.. I / Siptuto or AD1badzclcI Aid Jdrc:noB CollmY HMIIIl !)eparlmmI (1P SEP'l1C) AulIlori3od SipIIuR Dale DaIIt " Colanllo Well PezmilNo. Name ofWirid: ' () W Ilor Sonic. Not Avlliloble ~ --or""'R-'Itl_: YC ~. [ lIIIcby ,lII1i&Y lIlat .VIilAIbillty ot SCYiee is u indH:atcd above, Sip&lUtOofA~Ai- 10.... ComIty Bcollla :o..-b.-t (If WELL) Dale A1albarlzod Slptwe Do. ~-(f~ i" ,4'0" "I',...nT ....-v'l"'~'" 1A...J lr'07t'Y'-'?r'-l"V'. ygJ M.J 06 t'lIoJ,,""""'.,j MAY-26-2004 WED 01:46 PM LLOYD FAX NO. 02 P, 02 ~"4.. +.e- J.~ ..,L 36~-...,,'5-.:.aJ>67 CITY or 'WIIBAT JQI)Q CJQft'DICAD or 'WAUll AND UMIl SBJlVICB A ,,<\11 ,....ITY Nl* 10 AppIicMl; A buiJdiq pcrmi1..ul IlllI btI illlIlIId 'IrllbDllt lIIII CIII:i&_1iII*' '" .. 0iIlrict or A&o1J;y IIIIPPbiDI.me.. 11Ii& r..-;~- ~itu lIDIl var ftmB 01_ ",--.01 hv ..'IIIMPi..... . A . .~~ ~...J"~ Sf. lob~ 41,qJo~ D.. ~~ Ulcaf' t:~~ P<St:...(',...~, Ontr ~ c/",,,,- !!;"lIt. TeI.- N_afDAb I~}~~.d ~~J~"=-v\ 1l1"i~....ISeplltI'lmlllNo. () So_lIMN A...... () S- _)/IIA"IlIalIII ~ -...c .....~ . ~.4I-w,jtlo/~ ~/~;; I..., <IIliI\' GIIl.YIiIIbiIily of Mnlco I. .. .."'..... diM, / DIll ".. at",.......... ApDt 1dIi:z.a CIleDIJ 1rIII*!)IpIr"- - (I!' arac) ~s;.. - ~ u.. )10.- III DiIdlt CalanlIo WeD ~No. _llIIYIcI A"IilIIdo (l w.. SInio.lIl'''' Ani\obll (" -.""-.M&I'1IfI~~. ~ .....,..,. b.t I.YIiIItriiftY oturvtoe ill . 1_.L1 J "OYC. Ii...... of"'........ All- JJIIo ~CDImlJ'IItalIlI)-~ (IYwm.t.) .......... . ......... n.. . ~ ~<,.,." ,&'0 .101' I ."'.,... ..,--...~" uLJ II"'6.'t'Y'o~.VJIIJ M.J . 8.I"...,.,J _ 14 dlM4 ll':!::'1 rK X<.;IoL IoI't:;KUY NI'tG 303 425 38B8 TO 93B34775151 P.02/02 (l XceI Energy~ s.eoWeot _ Avenue Arvld.. Co*- 80003 April 14, 2004 Robert E. Schier 3303 Estes Stre.t Wheat Ridp, CO 80033 Subject: Service Availability at 3303 Dudley Street Dear Bob, ID aocordllllCe with our tariffs filed with and IppI'OvecI by the Colorado Public Utilities Conunissioa, gas andIor electric f8eilities can be made available to serve your project at 3303 Dudley Slnct. Currently our lead time for desillllls 8 - 10 weeks. Lead time for construc:tion, once the desip bas been approved, applicable costa have been paid and applicable contracts have been signed and returned, is a _ 10 weeks. Due to workload, material availability and de8ip complellity, desian and COIIIlnIClion lead times &Ie approximate and subject to change. PI_ submit your plans at the earliest opportunity to better assure m-mc your pl'OpOllCd schedule for receivina service. D Gas costa will be calculated in wnfonnance with our filed SERVICE LATERAL CONNECTION AND DISTlUBUTION MAIN EXTENSION POLICY. o Electric Costs for the project will be calculated in conformance with our !lied SERVICE CONNEC110N AND DISTRIBUTION LINE EXtENSION POLICY. If you have any questions Dr comments, or If I can be of further lllIsistance, please call me at (303) 42S- 3838. ~a.~ Karen a. Barbieh Enlineering Teehnieian North Metro *'" TOTR. PAGE. 02 .... GOUDATIID mutual water' . ~~It. - J April 14, 2004 RE: Water AVailebility, 3303.0udley Street (Lot 9, Estes Heights) To Whom It May Concern: The above referenced property is in an area'served by The Consolidated Mutual Water Company. Water service Is available subject to compliance with the Company's rules, regulations, and requirements fOr such seMce. Fire protection requirements should be obtained from the Wheat Ridge Fire District and forwarded to this office by lhe Fire District. at the earliest. possible time. We can then determine if addltlomil system improvements would. be required to meet the demands sel forth by the Fire District. If you have any addlUorial qUestions, please contact our offICe. S~54~ Neal Santangelo .' . CMWCo Project Engineer THE CONSOLIDATED Mtm.lAL WATER COMPANY 12700 '0117... 27th ^_U<' eo. BOlllSOO68' ~od. Co/arocln 80215 . 'T.lephOrl' (~3)238.0451 . Fox (303)237.5560 ~ ~ ~ ~ / STRUCTURAL CALCULATIONS For Sechler Residence 3303 Dudley Street Wheat Ridge, Colorado o C/. /7..~ c.( Issue Date: April 12, 2004 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks@ Sizer 97d Apr. 7, 2004 13:31:35 COMPANY Harold Fronapfel Nisen Design :_?ur....... I Beam 1 PROJECT DESIGN CHECK NDS-1997 Beam DESIGN DATA: ==;=============~:========================================================== material: Lumber n-ply lateral support: Top= Full Bottom= @Supports total length: 12.00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: BOCA-NBC =========================================================================== INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< =========================================================================== Load I Type I Distribution I Magnitude 1 Location I Pattern j I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Live Full UDL 278 No 2 Dead Full UDL 46 No =========================================================================== MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) =========================================================================== 1 1 1 ----------1------------------- Dead I 2~6 276 Live I 1668 1668 Total I 1944 1944 B.Length I 1.1 1.1 12.0 ft =========================================================================== ################.########################################################## DESIGN SECTION: Hem-Fir, No.2, 2x10 3-Plys #### WARNING: This section violates the following design criteria: #### Bending ################.########################################################## ---------------------------------------------------------------------------- -----------------.---------------------------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=inJ =========================================================================== Criterion I lmalysis Value I Design Value I Analysis/Design I --------------1----------------1----------------1------------------1 Shear fv @d 61 Fv' 75 fv/Fv' 0.81 Bending(+) fb 1091 Fb' 1075 fblFb' = 1.01 Live Defl'n 0.34 L/428 0.40 L/360 0.84 Total Defl'n 0.42 L/343 0.80 L/180 0.52 =================:========================================================== FACTORS: F CD CM Ct CL CF cv Cfu Cr LC# ;;;;======================================================================= Fb'+= Fv' = Fcp'= E' 850 1. 00 75 1. 00 405 1.3 million 1.00 1.00 1.00 1.00 1. 00 1. 00 1. 00 1.00 2 1. 000 1.10 1. 000 1. 00 (CR ~ 1. 0001 l.15 2 2 ---------------~--~--------------------------------------------------------- -----------------------------------------------------~---------------------- ADDITIONAL DATA =================:========================================================== Bending(+): LC# 2 D+L, M 5832 Ibs-ft Shear : LC# 2 = D+L, V = 1944, V@d = 1694 Ibs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact- C=construction) (All LC's are listed in the Analysis output) =========================================================================== DESIGN NOTES: =========================================================================== 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT-UP BEANS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam'" '2.. WoodWorks@Sizer 97d Apr. 7, 2D04 13:39:39 COMPANY Harold Fronapfel Nisen Design - Beam P.r..... 2 PROJECT DESIGN CHECK NDS-1997 Beam DESIGN DATA: ==;====~=~================================================================= material: Lumber n-ply lateral support: TOp= Full Bottom= @Supports total length: 11.79 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: BOCA-NBC =========================================================================== INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< ============================================================:~=====~~=~~~~~ Load I Type I eistribution I Magni tude I Location I Pattern I I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Full UDL 40 No 2 Live Full UOL 238 No ===========================================:::============================= MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ==================================:======================================== 1 1 1 ----------1------------------- Dead I 236 236 1ive I 1403 1403 Total I 1639 1639 B.Length I 1.0 1.0 11.8 ft =========================================================================== ########################################################################### DESIGN SECTION: Hem-Fir, No.2, 2x10 3-Plys This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, def1ection=in) ----------------------~-~-----------------------------------~~~------------ --------------------------------------------------------------------------- Criterion I P.~nalysis Value I Design Value I Analysis/Design I --------------1----------------1----------------1------------------1 Shear fv @d 51 Fv' 75 fv/Fv' 0.68 Bending(+) fb 903 Fb' 1075 fb/Fb' = 0.84 Live Defl'n 0.27 L/527 0.39 1/360 0.68 Total Defl' nO. 34 L/42l 0.79 1/180 0.43 =========================================================================== FACTORS: F CD CM Ct CL CF cv Cfu Cr LC# Fb'+= Fv' = Fcp'= E' 850 1.00 75 1. 00 405 1.3 million 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 2 1. 000 1.10 1.000 1.00 (CH = 1.000) 1.15 2 2 =========================================================================== ,ADDITIONAL DATA Bending(+): LC~ 2 = D+L, M = 4830 lbs-ft Shear : LC~ 2 = D+L, V = 1639, V@d = 1425 lbs Deflection: LC* 2 = D+L Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact- C=construction) (All Le's are listed in the Analysis output) =========================================================================== DESIGN NOTES: =========================================================================== 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisioLs of NOS Clause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is E.qually top-loaded. Where beams are side-loaded, special fastening details may be required. 01 WoodWorks@ Sizer SOFlWARE FOR WOOD DESIGN Beam' ,3 WoodWorksQ!> Sizer 97d Apr. 7, 2004 13:47:59 COMPANY Harold Fronapfel Nissen Design _ Por~ Beam 3 PROJECT DESIGN CHECK NDS-1997 Beam DESIGN DATA: =========================================================================== material: Lumber n-ply lateral support: Top= Full Bottom= @Supports total length: 12.35 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: BOCA-NBC =========================================================================== INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< =========================================================================== Load I Type \ Distribution I Magnitude Location I Pattern I I I Start End I Start End 1 Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Full UDL 40 No 2 Live Full UDL 238 No =========================================================================== MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 1 1 ----------1---------------------------- Dead I 99 309 85 Live I 592 1840 507 Total I 692 2149 592 B.Length I 1.0 1.8 1.0 6.5 5.9 ft =========================================================================== ########################################################################### DESIGN SECTION: Hem-Fir, No.2, 2xlO 2-Plys This section PAS:;,ES the design code check. ########################################################################### =========================================================================== SECTION vs. DESIGN CODE (stress=psi, deflection=inl Criterion I Analysis Value I Design Value I Analysis/Design I --------------1----------------1----------------1------------------1 Shear f'v @d 48 Fv' 75 fv/Fv' 0.64 Bending(+) fb 241 Fb' 935 fb/Fb' 0.26 Bending(-) fb 374 Fb' 932 fb/Fb' = 0.40 Live Defl'n 0.02 <L/999 0.22 L/360 0.08 Total Defl'n 0.02 <L/999 0.43 1/180 0.05 ----------------_._-------------~--------------------------------,----------- -----------------------------------------------------------------------~--~- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# =========================================================================== Fb'+= 850 1. 00 1. 00 1. 00 1. 000 1.10 1. 000 1.00 1.00 2 Fb'-:= 850 1. 00 1. 00 1. 00 0.997 1.10 1. 000 1. 00 1.00 2 Fv' = 75 1. 00 1. 00 1. 00 (CH = 1. 000) 2 Fcp'= 405 1. 00 1. 00 E' 1.3 million 1.00 1. 00 2 =========================================================================== ADDITIONAL DATA =========================================================================== Bending(+): LC# 2 D+1, M Bending{-): LC# 2 = 0+1, M = Shear : LC# 2 = D+1, V = Deflection: LC# 2 = O+L Total Deflection = 1.50 (Oef1n dead) + Oefln Live. (O=dead L=live S=snow W=wind I=impact- C=construction) (All Le's are listed in the Analysis output) 860 1334 1104, Ibs-ft lbs-ft V@d = 890 lbs =========================================================================== DESIGN NOTES: =========================================================:====~============= 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NOS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BE~~S: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together D WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN _m4 WoodWorkS@ Sizer 97d Apr. 7, 2004 15:41:48 COMPANY PROJECT DESIGN CHECK NDS-1997 Beam DESIGN DATA: =================,========================================================== material: LVL n-ply total length: 19.62 [ft] Load Combinations: BOCA-NBC =========================================================================== INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< =========================================================================== Load I Type 1 Distribution I Magni tude Location I Pattern I I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Partial VDL 13 13.00 0.00 10.00 No 2 Live Partial UDL 53 53.00 0.00 10.00 No 3 Dead Point 150 10.00 No 4 Live Point 600 10.00 No 5 Dead Partial UDL 30 30.00 10.00 19.62 No 6 Live Partial UDL 120 120.00 10.00 19.62 No :~========================================================================= MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) =========================================================================== 1 1 1 ----------1------------------- Dead I 241 327 Live I 972 1312 Total I 1213 1640 B.Length I 1.0 1.0 19.6 ft =========================================================================== #########11##1#############1####1################################1#######1# DESIGN SECTION: l.8E, 2600Fb, 1.75x11.875 2-Plys This section PASSES the design code check. #################1######################################################### =========================================================================== SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=inl =========================================================================== Criterion I Analysis Value I Design Value I Analysis/Design j --------------1----------------1----------------1------------------1 Shear V @d 1491 Vr 7896 V/Vr 0.19 Bending(+) M 8833 Mr 17848 M/Mr = 0.49 Live Defl'n 0.51 L/462 0.65 L/360 0.78 Total Defl'n 0.70 L/336 1.31 L/180 0.54 =========================================================================== FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# =========================================================================== Fb'+= Fv' = Fcp'= E' 2600 1. 00 285 1.00 750 1.8 million 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 2 1. 000 1. 00 1.000 1.00 (CH = 1.000) 1. 00 2 2 =========================================================================== ADDITIONAL DATA =========================================================================== Bending{+j: LC# 2 = D+L, M = 8833 lbs-ft Shear : LC# 2 = D+L, V = 1640, v@d = 1491 Ibs Deflection: LC# 2 = D+L EI= 879.14 million Ib-in2 Total Deflection = 1.50{Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact- C=construction) (All Le's are listed in the Analysis output) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: =========================================================================== 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN gardoorh WoodWorks4i> Sizer 97d Apr. 8, 2004 11 :12:02 COMPANY PROJECT G4.~G ])0(,,) P- ..{..\<2I"\.l..c.\ DESIGN CHECK NDS-1997 Beam DESIGN DATA: ....-~ ================::========================================================== material: LVL n-ply total lenqth: 16.00 [ft] Load Comb~nations: BOCA-NBC =========================================================================== INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>SE:lf-weight of members has NOT been included<< =========================================================================== Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----1--------1--.------------1-----------------1-----------------1-------- 1 Dead Full UDL 175 No 2 Snow Full UDL 345 No ~~~~==========~~=========~~=========~~============~===========~========~=== MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ========~==========~==========~============================================ 1 1 1 __________1______._____________ Dead I 1400 1400 Live I 2760 2760 Total I 4160 4160 B.Length I 1.6 1.6 16.0 ft ==========~======,===============================~===========~============== ################.########################################################## DESIGN SECTION: 1.8E, 2600Fb, 1.75x12.5 2-Plys This section PASSES the design code check. ########################################################################### =================,========================================================== SECTION vs. DESIGN CODE (force=lbsr moment=lbs-ft, deflection=in) =========================================================================== Criterion I l~alysis Value I Design Value I Analysis/Design I --------------1--.--------------1----------------1------------------1 Shear V @d 3618 Vr 9559 V/Vr 0.38 Bending(+) M 16640 Mr 22584 M/Mr = 0.74 Live Defl'n 0.50 = L/386 0.53 L1360 0.93 Total Oef1'n 0.87 = L/219 1.07 L/180 0.82 FACTORS: F CD eM ct eL eF ev efu er Le# Ji..e.. '2.. - I ~/t{ '111Yi. LV L I. "1 e.. =========================================================================== =========================================================================== Fb'+= 2600 1.15 Fv' ~ 285 1.15 Fcp'= 750 E' 1.8 mi1J.ion 1. 00 1. 00 1. 00 1. 00 1.00 1.000 1. 00 1. 00 1. 00 0.99 1.000 1.00 1.00 (CH = 1.000) 2 2 2 =================,======================================="=================== ADDITIONAL DATA ========~========,====================================================='===== Bending(+}: LC# 2 O+S, M = 16640 lbs-ft Shear : LC# 2 = D+S, V = 4160, V@d = 3618 Ibs Deflection: LC# 2 = D+S EI=1025.39 million Ib-in2 Total DeflectioL = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact- C=construction) (All Le's are listed in the Analysis output) -----------------------------------~--------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: =========================================================================== 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SeL-BEAMS: contact manufacturer for connection details when loads a~e not applied equally to all plys. 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Column1 WoodWorkS@Sizer97d Apr. 8, 2004 11:23:03 COMPANY PROJECT ~ A {!..A::G:t G ])....e.. {>6.>"'/? DESIGN CHECK NDS-1997 Column DESIGN DATA: =================,========================================================== type: pinned base, material: Lumber n-ply Ke x Lh: 1.00 x 8.00= Ke x Ld: 1.00 x 8.00= total length: 8.00 [it] repetitive factor: applied where permitted(refer Load Combinations: BOCA-NBC Loadface = wictth(b} built-up fastener: nails 8.00 1ft] 8.00 1ft] to online help) --------------------------------------------------------------------------- --------------------------------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< =========================================================================== Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead P.xial 1400 (Eccentricity = 0.0 in) 2 Snow ll.xial 2760 (Eccentricity = 0.0 in) ########################################################################### DESIGN SECTION: Hem-Fir, No.2, 2x4 3-Plys This section PASSES the design code check. ########################################################################### =========================================================================== SECTION vs. DESIGN CODE (stress=psi, deflection=inJ =========================================================================== Criterion I ]\,nalysis Value I Design Value I Analysis/Design I --------------1----------------1----------------1------------------1 Axial fc = 264 Fe' = 447 fe/Fe' = 0.59 Axial Bearing fg = 264 Fg' = 1920 fg/Fg' = 0.14 -----------------------------------~--------------------------------------- ----------------- ------------------------------------------~-~--_._-------~- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# =========================================================================== Fe' E' Fg' 1300 1.15 1.00 1.3 million 1.00 1670 1.15 1. 00 1. 00 1. 00 1.15 (Cp = 0.260) 2 o 2 =========================================================================== ADDITIONAL DATA =========================================================================== Axial : Le# 2 = D+S, P = 4160 lbs Kf = 0.60 (D=dead L=live S=snow W=wind I=impact C=eonstruetion) (All LC's are listed in the Analysis output) =========================================================================== DESIGN NOTES: =========================================================================== 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. D WoodWorks@ Sizer SOF ARE FOR WOOD DESIGN Beam 8 WoodWorks@Sizer97d Apr. 8, 2004 11:50:07 COMPANY PROJECT DESIGN CHECK NDS 1997 Beam DESIGN DATA: ====================================~=========================== material: PSL total -length: 12.00 [ft] Load Combinations: BOCA-NBC ====================================~============================ INPUT LOADS: (force=lbs, pressure=psf1, udl=plf, location=ft) >>Self-weight of membersi has NOT been included<< ====================================~============================ Load I Type I Distribution I Magjni tude I Location I Pattern I I I Stapt End I Start End I Load ---------------------------------~----------I-----------------1-------- 1 Dead Full UDL 10!0 No 2 Snow Full DOL 2010 No ====================================~=======::======c============ ==:==:=c= MAXIMUM REACTIONS and BEARING LENGTHS (foree=lbs, length=in) c===================================~=========================== I 12 . 0 ft 1 ~~=~~~~~~~ 1 ----------1------------------- Dead I 600 600 Li ve I 1200 1200 Total I 1800 1800 B.Length I 1.0 1.0 =================c==================~=========================== ####################################~###################################### DESIGN SECTION: . 2.0E, 2900Fb, 3.~x9.25 This section PASSES the design code qheek. ####################################~###################################### ====================================~=========================== -========= SECTION vs. DESIGN CODE (force=lbs ,i moment=lbs-ft, deflection=' ====================================~======================c==== Criterion I Analysis Value I Des~gn Value I Analysis/Desig I --------------1----------------1----"-----------1--------------- --I Shear V @d 1569 ~r 7074 V/Vr 0.22 Bending(+) M 5400 Mr 14278 M/Mr = O. 8 Live Defl'n 0.20 = L/712 0.40 = 1/360 0.51 Total Defl'n 0.35 = L/407 O.~O = L/180 0.44 ====================================~=========================== FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ================================================================ Fb'+= 2900 1.15 1.00 1.00 1.000 1.03 1.000 1.00 .00 2 Fv' = 285 1.15 1.00 1.00 (CH = 1.000) 2 Fep'= 750 1.00 1.00 j - E' = 2.0 million 1. 00 1. 00 . 2 ~~~;;;;=~~~~~;~~~~~~~~~~~~~~~~~~~~~~9,=========================== ========== ====================================~=========================== ========== Bending(+): LC# 2 = D+S, M = 5400 ~bs-ft Shear : LC# 2 = D+S, V = 1800, ~@d = 1569 Ibs Deflection: LC# 2 D+S Er= 461.6e million Ib-in2 I Total Deflection = 1.50(Defln dead) ,+ Defln Live. (D=dead L=live S=snow W=wind l=impact- C=construction) (All LC's are listed in the Analy~is output) ====================================~=========================== ========== DESIGN NOTES: ====================================~=========================== 1. Please verify that the default dqf1ection limits are appropr' for your application. 2. SCL-BEAMS (Structural Composite ~umber): the attached SCL selection is for preliminary des~gn only. For final member design contact your local SC1 manufacturer. ate 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam 9 WoodWorkS@Sizer97d Apr. 8, 2004 13:43:35 COMPANY PROJECT DESIGN CHECK NDS-1997 Beam DESIGN DATA: material: Lumber n-ply lateral support: Top~ Full Bottom= @Supports total length: 6.00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: BOCA-NBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< Load I Type I Distribution I Magni tude ! Location I Pattern I I I Start End I Start End 1 Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Full UDL 265 No 2 Snow Full UDL 533 No MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 1 1 ----------1------------------- Dead I 795 795 Live I 1599 1599 Total I 2394 2394 B. Length I 2.0 2 . 0 6.0 ft ########################################################################### DESIGN SECTION: Hem-Fir, No.2, 2x12 2-Plys This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=inJ Criterion I Analysis Value I Design Value I Analysis/Design I --------------1----------------1----------------1------------------1 Shear fv @d 73 Fv' 86 fv/Fv' 0.85 Bending(+) fb 681 Fb' 977 fb/Fb' = 0.70 Live Defl'n 0.03 <L/999 0.20 L/360 0.17 Total Defl'n 0.06 <L/999 0.40 L/180 0.15 FACTORS: F CD CM Ct CL CF cv Cfu Cr LC# Fb'+= Fv' = Fcp'= E' 850 L 15 75 1.15 405 1.3 million 1. 00 1. 00 LOO 1. 00 1. 000 1. 00 1. 000 1. 00 ICH ~ LOOO) LOa 2 2 1. 00 1. 00 1.00 1. 00 2 ADDITIONAL DATA Bending(+}: Le# 2 D+S, M 3591 lbs-ft Shear : LC# 2 = D+S, V = 2394, V@d = 1646 lbs Deflection: Lei 2 = D+S Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact- C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. WoodWorks@ Sizer 01 SOFTWARE FOR WOOD DESIGN Column1 WoodWorks@ Sizer 97d Apr. 8. 2004 13:48:08 COMPANY PROJECT DESIGN CHECK NDS-1997 Column DESIGN DATA: =========================================================================== type: pinned base, material: Lumber n-ply Ke x Lb: 1.00 x 8.00= Ke x Ld: 1.00 x 8.00= total length: 8.00 [ft] repetitive factor: applied where permitted(refer Load Combinations: BOCA-NBC Loadface = width(b) built-up fastener: nails 8.00 [ft] 8.00 [ft] to online help} =========================================================================== INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ftl >>Self-weight of members has NOT been included<< --------------------------------------------------------------------------- --------------------------------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Axial 795 (Eccentricity = 0.0 in) 2 Snow Axial 1599 (Eccentricity = 0.0 in) ########################################################################### DESIGN SECTION: Hem-Fir, No.2, 2~4 3-Plys This section PASSES the design code check. ########################################################################### =========================================================================== SECTION vs. DESIGN CODE (stress=psi, deflection=in) =========================================================================== Criterion I Analysis Value I Design Value I Analysis/Design I --------------1----------------1----------------1------------------1 Axial fc = 152 Fe' = 447 fe/Fe' = 0.34 Axial Bearing fg = 152 Fg' = 1920 fg/Fg' = 0.08 =========================================================================== FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- --------------------------------------------------------------------------- Fe' E' Fg' 1300 1.15 1.00 1.3 million 1.00 1670 1.15 1. 00 1. 00 1. 00 1.15 ICp" 0.2601 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ADDITIONAL DATA =========================================================================== Axial : LC# 2 = D+5, P = 2394 lbs Kf = 0.60 (D=dead L=live S=snow W=wind I=impaet C=construction) (All LC's are listed in the Analysis output) =========================================================================== DESIGN NOTES: =========================================================================== 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. f cY:,.-rr, gf'. a,r>'\ <1 2 o 2 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Column1 WoodWorkS@ Sizer 97d COMPANY PROJECT NDS-1997 DESIGN CHECK Column DESIGN DATA: type: pinned base, material: Lumber n-ply Ke x Lb: 1.00 x 8.00= Ke x Ld: 1.00 x 8.00= total length: 8.00 [ft] repetitive factor: applied where permitted(refer Load Combinations: BOCA-NBC Loadface = width(b) built-up fastener: nails 8.00 1ft] 8.00 1ft] to online help) INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Axial 1000 (Eccentricity = 0.0 in) 2 Snow Axial 2000 (Eccentricity = 0.0 in) ******************#****#******#*************#**#*******##**#***#*****#**### DESIGN SECTION: Hem-Fir, No.2, 2x4 3-Plys This section PASSES the design code check. ***********#*****#*******#******#*******#**#**#***##**##**#***#*******#**** SECTION vs. DESIGN CODE {stress=psi, deflection=inl Criterion I Analysis Value I Design Value I Analysis/Design I --------------1----------------1----------------1------------------1 Axial fc = 190 Fe' = 447 fe/Fe' = 0.43 Axial Bearing fg = 190 Fg' = 1920 fg/Fg' = 0.10 FACTORS: F CD eM efu er Le* et eL eF CV Fe' E' Fg' 1300 1.15 1.00 1.3 million 1.00 1670 1.15 ICp ~ 0.2601 1. 00 1. 00 1. 00 1.15 ADDITIONAL DATA Axial : LC# 2 ::: D+S, P = 3000 lbs Kf = 0.60 (D=dead L=live S=snow W=wind I=impaet C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. Apr. 8, 2004 13:56:49 PO> 1"- foe.. GI/2..0E..e.. -r !2-1J<7, 2 o 2 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN beam 6 WoodWorkS@Sizer97d Apr. 8, 2004 10:17:26 COMPANY PROJECT ANALYSIS RESULTS INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< Load I Type I Distribution I Magni tude I Location I Pattern I I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Full UDL 100 No 2 Dead Point 785 0.00 No 3 Live Point 3132 0.00 No 4 Live Full UDL 400 No LOAD COMBINATIONS: BOCA-NBC 1: D only 2: D+L (D=dead L=live S=snow W=wind I=impact C=construction) SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ Bending@ Span Bending I Comb. I start end start end mag. - loc. 1 1 [ lbs] 1 [lbs-ft] 1 [lbs-ft] 1ft] ------1-------1--------------------1--------------------1----------------- 1 I 1 -785 -985 0 -1770 0 0.0 1 1 2 -3917 -4917 0 -8834 0 0.0 ------1-------1--------------------1--------------------1----------------- 2 I 1 793 -524 -1770 0 1372 7.9 2 1 2 3963 -2621 -8834 0 6868 7.9 VERTICAL REACTIONS ( -ve = uplift ) [lbs] 1 Load I Comb. I ----------1---------------------------- 1 I 1778 524 2 1 8880 2621 2.0 13.2 ft O~t- Wlo):: 15 rb.-tl~':'" - IS 0<:> r<-+ I J.. os'-l I <;;,c>.:> U.;.e. f=' ~ ~. ( S ~ ('e.qd ..t;,,.c ~.. ') -1. ,= q,z,q.# H ~(() ~ \,~., I, V; -.:. \ ,1 \.... "_C.__ 'a. M,,\~ I.<'ft"" "2,11-'.1 ti I, l \.1 \0 .::,L'tep J.. l~I{( ~ I ,.., ?-? 1~.5Y - .",,~-;:-...;.-1~ ~J-.s- ~~ -k = ~?j a,(." I '1-,'~4 .-.:. j~?;;o", !;w A;.e i 'l;"" Vt......' DL ~2..!I, i i " 1'" :. "'- '2.1 v ,"~-- --... ~~1r(", I.t';t? j# f-l""i -- tf ;::"0 ";;> ~ .. o1t- I-.~"t. \.'Z.I... In 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN beam 6 REACTION [lbs] Maximum. . . Uplift: 0 B'i:'i-Uing: 8Bf:\) SHEAR [lbs] 396 -49 7 gn: -39 7 2 +V max -v max V des Lei ~ I ....:3"3-1-7 WoodWorks<!ll Sizer 97d Apr. 8, 2004 10:17:26 ~ 8880 zs: BENDING [Ibs-ft] 68611 Desi shear < maximum due to notching or loads ignored within distance "d" of support. +M max: Le# = 2 -l'868 D --8834 8:00:.~.~ 6 0' .-0.05 . -0.08 "-O~ll . '~1-4- .-0.14 2' ~ 2621 ill D !\ 1....::, 15'-2" ~~:r:_J NO'1 DESIGN CALCULATION No. L!L -- CLlENT~~=tE.""'1 '~G;.SIG~ PROJECT 51=- ../ '- ti./!.. ~ S.(()C1-JL~ AREA. SUBJECT _ PAGE -1-- CaNT ON - PREP JoLE'.... DATE o-! Ot.o4- CHECK _ DATE PROJ. No. SUB No. REF. DWG. No._. ~I'I\ 4 -, 1~/a t,O b'. "'0 11....0 1'iI ~ 9:J""? tDj- '1.,.... f '7 (".";V' ~ r-~-'---f ,,~ p 11';e,.. .~"~~_~'__w____~~! ~ '2 ~ ~ I ! Kh I cJ L,....4-- I' "/fQ..!L-_ t. i:l::.i 1- I t ej) -r. ___~______:--~'-t----+-!.3- '- ~......" .~ t /t- I 1H/ ., j ,.. ,,--- ;V1 ~ <f 'MAf (-I I-{ .,," '" :!'.:;~ H,o%. - -I 't,(,,2. ~.. ---- \ J? 1 ~.. ';;>;:.(' " ~- Ll"'! :{Z.;.7 "2.~it f' 11..~t \ 1.\ 0$'1 .!$ tf\. :t --- ~ i~'1~u,,,, 1"'/'.. I'{t: . i . ... 1,>- '1. 1 FORM KE-18 REV. 4 DESIGN CALCULATION No. ~ AREA ~-~~1 CLlENT~f~~I\.,I1J~", l~N PROJECT ->ik.H I ~(l- r~lD~ PROJ. No. AREA_ SUB No. SUBJECT -~~.v"L"t.<" __~____ REF. DWG. No. ____ PAGE __~ CaNT. ON __ PREP4FL- DATE o~..~ 04 . CHECK __ DATE~_ 1..-~tl() ...;;;'iiJ -1~"'I"'(.g,. '2., <:.,<>':> [1<. '" 1- ,. i"l-.... ?>3~j.o -Z.'l~() \ -.".",,""- "T..h.( 1'-11'- n 4., h ~~,l ~. ~ ", .~" fj' 'J ~ ~,,~-V- ,je:{<..- l' J::'" V '::>f' VJu,[( ,~~-+, \~ (i,f If (.,.(J\Je, n }/ .L~ 'f. l~" a '3. lZ a6G> J, /. t:{\\~w i"t.< ":. . I t" l.-)J t":- .1" v .I'< q"''t!}~ if.:! %r:H> ;;0{0 ...- \ ~ (J 0 -~_._-- , ..././ .~ I 'I 'T c" "'" { ~,~tii\ , (.;'''IU . (!". 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ENGINEERS & GEOLO ISTS SOILS AND FOUNDATION I!NVESTIGATION PROPOSED RESIOENCE 3303 DUDLEY S]REET WHEAT RIDGE, CO~ORADO Prepared for: BOB SECHLER 3303 ESTES ST$ET WHEAT RIDGE, COLO~DO 80033 SEPTEMBER 23, 2003 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 www.geo~church.com Toll Free-l.877.248.3123 TABLE OF CONTENTS SCOPE CONCLUSIONS PROPOSED CONSTRUCTION SITE CONDITIONS INVESTIGA TION SUB SURF ACE CONDITIONS SITE PREPARATION EXCAVATIONS BUILDING FOUNDATIONS SLAB-ON-GRADE CONSTRUCTION LATERAL LOADS AND SUB SURF ACE DRAINAGE SURF ACE DRAINAGE LIMITATIONS FIGURE 1 - SITE PLAN AND LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURES 3 THROUGH 5 - SWELL-CONSOLIDATION TEST RESULTS APPENDIX A - IMPORTANT INFORMATION ABOUT THE REPORT APPENDIX B - TYPICAL FOUNDATION DRAIN DETAILS 2 2 2 3 4 4 5 6 7 7 8 SCOPE This report presents the results of a soil and foundation investigation for a proposed residence at 3303 Dudley Street in Wheat Ridge, Colorado. The purpose of our investigation was to evaluate subsurface conditions at the site and provide geotechnical recommendations for the proposed construction. The report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratory investigations and our experience. A swnmary of our findings and recommendations is presented below. CONCLUSIONS 1. Subsurface materials encountered in the test holes consisted very stiff, sandy clay that grades to medium dense, clayey sand to the maximum explored depths of 20 to 30 feet. Bedrock was not encountered in the test holes and the transition between clay and sand materials was not evident during drilling. A sample of sandy clay from 1 foot indicated a high swell potential when wetted under a pressure of 1000 pounds per square foot (PSF). Samples of the clayey sand from 4 and 9 feet exhibited no expansion potential when wetted under the same pressure. 2. Free water was not encountered in Test Hole 1 during drilling or when the test hole was checked 2 days after drilling. Ground water was encountered at 24.5 feet in Test Hole 2 during drilling and when checked 2 days after drilling. The test holes exhibited 1 to 3 feet of cave when checked 2 days after drilling. 3. The proposed residence can be constructed with a spread footing foundation on the non- expansive clayey sand. Where highly expansive clay is present below foundations, the material should be removed and replaced or footings deepened to non-expansive soil. Design and construction criteria are presented in the body of the report. 4. Garage and exterior slabs on the native clay would have a high risk for movement due to expansive soil. Basement slabs on the clayey sand will have a low risk for movement due to expansive soil. A structural floor should be used where the risk for slab floor movement is not acceptable. Any slabs supported on grade should be free to move vertically, and not tied to the structure. 5. Positive drainage down and away from all foundation walls should be established and maintained at all times. 6. An exterior or interior foundation perimeter drain should be installed below basement elevations. Soil and Foundation Investigation Job No. 15949 Page 2 PROPOSED CONSTRUCTION A single-family residence with a garage and basement is proposed for the east central portion of the lot. The proposed residence will consist of concrete and wood frame construction and relatively light construction loads are anticipated. Detailed construction plans for the proposed construction were not available at the time of this investigation. Foundation elevations of approximately 2 to 8 feet below the existing ground surface were assumed for this investigation based on information from the owner. SITE CONDITIONS The site is located in an established residential area in Wheat Ridge, Colorado. Evidence of previous site development was not observed during the investigation. The property is relatively flat with a sparse cover of grass and weeds. An unlined irrigation canal that is about 2 feet wide and deep is located along the westem property line. INVESTIGATION Subsurface conditions were investigated on August 27, 2003 by drilling two exploratory borings at the location indicated on Figure 1. The borings were advanced using a 4-inch diameter continuous flight auger powered by a CME-45 drilling rig. Samples were taken at select intervals using a California sampler, which was driven into the soil by dropping a 140-pound hammer through a free fall of 30 inches. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches is evaluated and gives an indication of the consistency or relative density of the soils and bedrock. The results of the penetration tests and logs of the material encountered are presented on the Logs of Exploratory Borings, Figure 2. Samples were returned to the laboratory where they were visually classified and testing was assigned to evaluate the engineering properties of the soil layers. Laboratory testing consisted of moisture-density Soil and Foundation Investigation Job No. 15949 Page 3 determinations, swell-consolidation tests, and percent passing the No. 200 sieve analyses. The results of the laboratory testing are presented on Figures 2 through 5. SUBSURFACE CONDITIONS Subsurface materials encountered in the test holes consisted very stiff, sandy clay that grades to medium dense, clayey sand to the maximum explored depths of 20 to 30 feet. Bedrock was not encountered in the test holes and the transition between clay and sand materials was not evident during drilling. Free water was not encountered in Test Hole I during drilling or when the test hole was checked 2 days after drilling. Ground water was encountered at 24.5 feet in Test Hole 2 during drilling and when checked 2 days after drilling. The test holes exhibited I to 3 feet of cave when checked 2 days after drilling. Additional subsurface details are presented on Figure 2. The geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure of 1000 pounds per square foot (PSF), the measured swell is classified as low, moderate, high, or very high. The following table presents the relative classification criteria. Additional important information regarding geotechnical risk is included as Appendix A. Risk Category Percent Swell Under A 1000 PSF Surcharge Pressure Low 0-<2 Moderate 2 - <4 High 4-<6 Very High Greater than 6 Swell-consolidation test results for a sample of sandy clay from I foot in Test Hole 1 indicated a high expansion potential (4.8 percent) when wetted under a surcharge pressure of 1000 PSF. The observed swell pressure was approximately 8,000 PSF. Samples of clayey sand from 9 feet in Test Hole 1 and 4 feet in Test Hole 2 where not expansive when wetted under a 1000 PSF surcharge pressure. Soil and Foundation Investigation Job No. ]5949 Page 4 The extent of the highly expansive clay appears to be in the upper 3 feet based on the laboratory test results. Swell-consolidation test results are presented on Figures 3 through 5. SITE PREPARATION Organic material and debris should be removed from the foundation area and wasted off site or used for non-structural purposes. Structural fill should be placed in 8-inch uncompacted thickness lifts and compacted to 95 percent of the standard Proctor maximum dry density (MPD) within 2 percent of the optimum moisture content. Structural fill is a non-expansive material that classifies as sand according to the Unified Soil Classification System possessing a liquid limit less than 40 and a plasticity index less than 20. The highly expansive clay encountered in the upper portion of the site is not suitable for use as structural fill. Coarse-grained material larger than 3 inches in diameter should not be utilized. Structures supported by insufficiently compacted structural fill may settle. Any fill not utilized for structural purposes should be compacted to 90 percent MPD within 2 percent of the optimum moisture content. A geotechnical engineer should review earthwork placement activities. EXCAVATIONS Excavations should not remam open for extended periods of time, permitting wetting or drying of the bearing materials. Moisture changes of the bearing materials may increase the risk for movement. The materials encountered within the depth of excavations on site are categorized as Type B according the Occupational Safety and Health Administration (OSHA). Based on published OSHA guidelines, the temporary excavations in the Type B soils can have a maximum temporary slope of 1.0: 1.0 horizontal:vertical (H:V) or 45 degrees. This inclination is reasonable for the conditions at the site. Exceeding this inclination will increase the chance of deformation, especially over a long time period. Some localized deformation of the bank may occur, especially during wet weather, loading or with vibrations. Care should be taken when working near the sides of the excavation at all times, Soil and Foundation Investigation Job No. 15949 Page 5 and the slopes should be monitored by onsite personnel during construction for evidence of sloughing, bulging or toppling of the sidewalls or cracking at the ground surface. Surcharge loading at the top of the cut by equipment, materials, or vehicles must be avoided, since surcharge loading will increase the risk of caving. Spoils of the excavation must be placed a minimum of 2 horizontal feet from the edge of the excavation. A geotechnical engineer should observe the completed excavation prior to foundation installation. BUILDING FOUNDATIONS The encountered materials consist of expansive sandy clay at garage and crawl space elevations that grades to a clayey sand at basement elevations. A spread footing foundation system may be used; however, areas of expansive clay should be over-excavated and replaced with structural fill or footings should be deepened to the clayey sand. Refer to the "Site Preparation" section of this report for structural fill requirements and placement. Spread footings should be designed with a maximum allowable bearing pressure of 1,500 PSF and a minimum deadload of 300 PSF for footings placed on clayey sand or structural fill. A geotechnical engineer should obtain soil samples from the bottom of the excavations to perform swell testing and confirm the foundati on recommendations. The spread footing foundation should be designed and constructed to meet the following criteria. 1. All footings must be supported by properly compacted structural fill or non-expansive clayey sand. Any soils loosened by the excavation or forming process should be removed from the footing areas prior to placing concrete. Soils in the footing excavation should not be allowed to dry. The footing excavations should be observed by a geotechnical engineer to confirm subsurface conditions. 2. We recommend minimum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads supporting columns. Larger sized footings may be necessary depending on structure loads. 3. Continuous foundation walls should be reinforced to span local anomalies in the subsoil. Walls should be reinforced to span an unsupported length of 10 feet. Steel reinforcement must satisfY the appropriate Building Department requirements and the structural design. Soil and Foundation Investigation Job No. ]5949 Page 6 4. Footings must be protected from frost action. Footings should be covered with a minimum of 3 feet of soil for frost protection. SLAB-ON-GRADE CONSTRUCTION The material encountered near the exterior and garage slab elevations is marginal for support of slab-on-grade construction, with a high risk for slab heave due to the underlying clay. An estimated 2 to 3 inches of heave may occur for slabs overlying 5 feet of wetted expansive clay. Basement level slabs founded on non-expansive clayey sand will have a low potential for movement with an estimated heave of less than I inch. The potential for garage and exterior slab heave can be reduced by over-excavation and replacement with non-expansive structural fill as detailed in the 'Site Preparation' section of this report. A structural floor should be used in finished areas if the owner cannot accept the risk for movement. The slabs should not be attached to interior or exterior bearing members. The slabs should be constructed as "floating" slabs, which are free to move in the vertical direction. The following design and construction details are recommended for slab-on-grade construction on expansive soil. I. Slabs should be separated from exterior walls and interior bearing members. Critical entry slabs should be supported on a haunch with a 4-inch void below the slab. Vertical movement of the slabs should not be restricted. Using brittle floor finishes such as tile on slabs in areas with expansive soil increases the risk for damage. 2. Slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint should be constructed to allow free vertical movement of the partitions. Basement level slip joints should allow at least 1.5 inches of vertical movement and be monitored and maintained after construction. Slip joints for partition walls placed on garage or near surface slabs should have a minimum 2.5-inch space. 3. Underslab plumbing should be eliminated where feasible. Where such plumbing IS unavoidable it should be thoroughly pressure tested during construction. 4. Plumbing and utilities, which pass through the slab, should be isolated from the slab. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the furnace and the duct work. Soil and Foundation Investigation Job No. 15949 Page 7 The above design and 'construction criteria will ot prevent movement, but will reduce damage if movement occurs. LATERAL LOADS AND SUBSURFACE DRAINAGE Below grade walls must be designed for lateral loads. For "active" conditions, the walls should be designed for an equivalent fluid pressure of 35 pounds per ubic foot (PCF). For "at rest" conditions, equivalent fluid pressures of 50 ,rCF should be used. Thes loads do not include swelling pressures, hydrostatic loads or surcharge 101lds such as sloping backfill r vehicles. Highly expansive clay should not be used for backfill. In the b~sement, a foundation drain ound the perimeter of the structure should be installed. The foundation drain ,,~ll reduce the risk of "w t basement" conditions and the buildup of hydrostatic pressures. The foundation drain should lead to positive gravity outlet or a sump where water can be removed by pumping. The foundation drain should be installed similar to the details presented in Appendix B. SURFACE DRAINAGE The risk for wetting of foundation soils can be red ced by carefully planned and maintained surface drainage. The following precautions should be obse ed during construction and be maintained at all times after the structure is completed. I. Excessive wetting or ,drying of open foundation xcavations should be avoided as much as possible during construction. 2. Backfill adjacent to fo~dation walls should be mo'stened and compacted. Any settlement of backfill after completion pf the structure should be rep ired and positive drainage reestablished. 3. The ground surface ,surrounding the structure s ould be sloped to drain away from the structure in all directions., A minimum slope of 12 in hes in the first 10 feet should be achieved and maintained after con~truction. 4. Roof downspouts and !drains for the residence sho d discharge to the surface well beyond the limits of all backfill. Irrligated landscaping should ot be placed within 5 to 10 feet of the foundation walls. Soil and Foundation Investigation Job No. 15949 Page 8 5. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure. These membranes trap moisture and prevent normal evaporation from occurring. Geotextile fabrics are a suitable option to control weed growth and allow some evaporation. LIMITATIONS Although the borings were located to obtain a reasonably accurate determination of foundation conditions, variations in the subsoil conditions are possible. If conditions different from those described are encountered in excavations, we should be notified. A representative of our firm should observe foundation excavations. The cost of construction observations is not included in this investigation. An environmental assessment of the site is outside our scope of work for this proj ecl. If we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface conditions on the design of the structures, please call. A :; II~ Sincerely, CHURCH & Associates, Inc. Mark 1. Vessely, P.E. GeoteclLnical Engineer 3 copies sent 3303 DUDLEY STREET WHEAT RIDGE, COLORADO -- -- I I GARAGE I I TH-2 -- PROPOSED RESIDENCE 84' JOB NO. 15949 SITE PLAN AND LOCATION OF EXPLORATORY BORINGS -- TH-I -- SCALE 1" = 30' 30'- I I f- W w D:' I tn >- IllJ o ::; o FIGURE 1 TH-1 TH-2 o o 48%T 15/12 WC= 10.8 DD= 118 -200= 55 5 18/12 04%1 17/12 WC~ 7.2 DD= 116 -200~ 37 5 10 01%1 18/12 WC~ 7.7 9/12 10 DD= 121 -200= 32 f- f- W W W W LL LL I 15 15 I f- f- 0.- 0.- W W 0 0 .2. 20 12/12 6112 WC~ 10.2 20 DD= 104 -200= 25 2 0 25 25 .2. ..Q.. 9/12 30 30 EXPLANATIONS: D P CLAY, SANDY, VERY STIFF, TO SAND, CLAYEY, FINE-GRAINED, MEDIUM DENSE, MOIST, LIGHT BROWN, CALCAREOUS AND MORE CLAYEY IN UPPER FIVE FEET; MORE SAND WITH DEPTH 15112 INDICATES THAT 15 BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O.D. SAMPLER 12 INCHES 2 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING .2. THE MEASUREMENT WAS TAKEN T INDICATES RELATIVE MOVEMENT WHEN SAMPLE IS WETTED UNDER A PRESSURE OF 1000 4.8% POUNDS PER SQUARE FOOT NOTES: 1. THE EXPLORATORY BORINGS WERE DRILLED ON 8-27-2003 USING A 4-INCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY CME 45 DRILLING RIG. 2. WC ~ WATER CONTENT (%) DD ~ DRY DENSITY (PCF) -200 ~ PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. JOB NO. 15949 LOGS OF EXPLORATORY BORINGS FIGURE 2 8 7 , , , 6 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 5 ;::: 4 o .~ Ul @ 0. 3 ~ '-I.l 2 I , ~ _~ I I I .~ :: i ~ I g. -4 I o I U I -5 I -:6 ! -7 . -8 ' 0.1 JOB NO. 15949 JO 100 APPLIED PRESSURE - ksf Sample of Sandy Clay from I Foot in TH-l Natural Dry Unit Weight = 118 PCF Natural Moisture Content = 10.8 % SWELL - CONSOLIDATION TEST RESULTS FIGURE 3 8 7 6 5 ;::: 4 o Ul @ 3 ~ '-I.l 2 ~ 0 -I -2 ;::: .S -3 Ul Ul <l) .. 0. E -4 o U -5 -6 -7 -8 0.1 JOB NO. 15949 I 10 APPLIED PRESSURE - ksf Sample of Clayey Sand from 9 Feet in TH-l Natural Dry Unit Weight = 121 PCF Natural Moisture Content = 7.7 % SWELL - CONSOLIDATION TEST RESULTS 100 FIGURE 4 8 ! I : I I I ! i ! i i II I ! i : ' . I i! I , I i . I , i , I I ! , ! I ! ' I , I i i , , I i I i' I I I . I Ii , , , , I I i i i I , ! ! i ! ! i III I I I' , , ! i I I i I . I II I I , ! ! I i :1 i I I I i I I i , I i I ! , I , I I , , I I I i i , I ! II i I I , i I I i ! : ! ! i I I , I i i i i , I , . , CONSOLIDATION UNDER CONSTANT Ii I , I PRESSURE DUE TO \VETTING , I I , , ! ! I , ! I I ---r-.... I i I!, I i I I i i , , , , I i! i , il~~1 I ! i I ! ! I , i ! i , i I i I I "" III! I I i I I ' ! : i I \. I I i ! III ""- I I ! I I ! I I II! '\1 , I IIIII , Ni I' I I I II i I I III I ! ! i . I I I I ! ' 1'1 I I II I I i . ! , ' ! i! ! ! II : I I ! IIII ! I I I i , , I , : I , I I I I I ' , !! I i : I ! I i , I II I I Ii . I 7 6 5 ;::: 4 o .~ Ul 8 0. 3 ~ 2 ~ 0 -I -2 ;::: .9 .3 Ul Ul 11) .. 0. a -4 o U -5 -6 -7 -8 0.1 10 APPLIED PRESSURE - ksf Sample of Clayey Sand from 4 Feet in TH-2 Natural Dry Unit Weight = 116 PCF Natural Moisture Content = 7.2 % 100 JOB NO. 15949 SWELL - CONSOLIDATION TEST RESULTS FIGURE 5 Appendix A Important Information About The Report The data collected by Church & Associates during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered during construction may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non-sampled soil or rock may differ from interpretations. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks ca., be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Church & Associates in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of the local geotechnical practice is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs 1 or more years after issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable. The geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. The geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Table 1 presents the relative classification criteria for the percentage of expansion based on initial sample height at the indicated surcharge pressure. Table 1 Risk Category Percent Swell Under a 1000 PSF Surcharge Pressure Low 0-<2 Moderate 2 -<4 High 4-<6 Very High Greater than 6 Source: Colorado Association of Geotechnical Engineers, Guideline Performance Risk Evaluation and Residential Basement Floor Recommendations (Denver Metropolitan }"rea), 1996 for Slab System General Geotechnical Risk Discussion Page 2 The relative classification can be correlated to potential slab damage as follows: Low: slab cracking, differential movement, and heave; moderate: slab cracking and differential movement, partial framing void and furnace plenum closure; and high to very high: large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. (These effects are based on monitoring and observations by several firms in the Denver metropolitan area and are not limited to the relative classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering.) It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: a. soil and bedrock type and variability, b. stratigraphy, c. ground water depth and anticipated post-construction moisture conditions, d. surface water drainage and features, e. post-construction landscaping and irrigation, f. construction details and proposed use, and g. local experience. Post-construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre- construction water content. Slabs, pavements, and structures significantly reduce evaporation of soil moisture. Therefore, post -construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchasers also should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. APPENDIX B IL 10 . . BACKFILL WALL MIRAFI 140N OR EQUIVAL NT GEOTEXTILE FABRIC 6"-8" MIN. CLEAN WASHED GRAVEL POLYETHYLENE SHEETING SLAB 12" MIN 4-INCH DIAMETER PERFORATED PVC PIPE MINIMUM SLOPE OF 1/8" PER FOOT FOR RIGID PIPE MINIMUM SLOPE OF 1/4" PER FOOT FOR FLEXIBLE PIPE \NST'-l' OW,," '"'<>YE 'NE NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DiSCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5",60-100% RETAINED #4, <3% PASSING #200 TYPICAL EXTERIOR BASEMENT WALL DRAIN IL 10 . . BACKFILL WALL . . SLAB NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5",60-100% RETAINED #4, <3% PASSING #200 1YPICAL INTERIOR BASEMENT WALL DRAIN ! BOOK 103 Nt,? Recorded at....r.~. . '~'CIOCkn4nM. . on 0...4. C. 5587mmnnmn. ANm::,::.9n.'.S.I..nnm..nn.nnn.n 540 THIS DEE)), Made this Twe ~fth day f June in the year of our Lord one thousand nine ~ndred and Fi fty Hiram Hobart and Edo~ 1. Hobart ofthe City and County of Deove Colorado, of the first part, and F. EarlSeohler and R~bert E. Sechler , between and State of of the County of J e f e reon and State of Colorado, of tpe second part: i WITNESSETH, that the said patt of the first part, for and i consideration of the sum of 'Ilen Dollars and Other' Good and Valuable Coosiddratioos---- DOLLARS. to the said parti a S of the first part in hand paid by the said pa -ties of the second part, the receipt wheteof is hereby confessed and acknowledg~d, ha va granted, bargai d, sold and conveyed, and by these presents do grant, bargain, sell, co~vey and confirm unto the said parties of the second part, not in tenancy in , common but in joint tenancy, the surt-ivor of them, their assigns and he heirs and assigns of such survivor forever, all the following described lot jor parcel of land, situate, ying and being in the County of J e ffersoo and State of Colorado to-wit: Lot Number Nioe (9) mSTES HEIGHTS '" TOGETHER with all and sing,lar the hereditaments and app rtenances thereunto belonging, or in anywise appertaining, and the reversion an4, reversions, remainder and rem inders, rents, issues and profits thereof; and all the estateJ right, title, interest, c1f\im and demand whatsoever of t1 e said part i e S of the first part, either in law or equity, of, in and to the abov~ bargained premises, with the h editaments and appurtenances. TO HAVE AND TO HOLD the I said premises above bargained nd described, with the appurtenances, unto the said parties of the second part, the $urvivor of them, their assigns, nd the heirs and assigns of such survivor, for- ever. And the said partiaSof thel first part, for th3mselveS their heirs, executors, and administra- tors do covenant, grant, barr'ain and agree to and with the aid parties of the second part, the survivor of them, their assigns and the heirs an assigns of such survivor, that a the time of the ensealing and delivery of these presents, are well sei cd of the premises above conve ed, as of good, sure, perfect, absolute and inde- feasible estate of inheritance, in law~ in fee simple, an ha va good ight, full power and lawful authority to grant, bargain, sell and convey the same in lmanner and form aforesaid, and hat the same are free and clear from all former and other grants, bargains, sales, l~ens, taxes, assessments and inc mbrances of whatever kind or nature soever, except 1950 General ~axes payable Janua y 1, 1951. and the above bargained premises ip. the quiet and peaceable posses ion of the said parties of the second part, the survivor of them, their assigns and !the heirs and assigns of such St vivor, against all and every person or persons lawfully claiming or to claim the wlhole or any part thereof, the sa d parti e S of the first part shall and will WARRANT AND FOREVER DEF~ND. IN WITNESS WHEREOF the ~aid part i e S of the first par have sea:P the day and year firsti above written. hereunto setthe i rhand s and ,":;;.j.'lMool:.,..,......,,:... .... ...~........[SEAL] ...L..n1.~...[SEAL] Signecl., Sc.al.r,.d ...nd Dc1ivere~ in th~ Pr-esf!!les -:of . .:~. <,:\.\;. '_: ;~~~:.~J_C;;i:,~'''.'_. n' ...._.n_ ......._._ ...... '_j'_. n_......._ ,,' , {.t' I'I( II .{ .;'>.....:.:.:(:..~T.ATE OF COLQ.RADO. } . ..... . . , ~ I S8 "..,;;., <;', '\ r, n r...'. '. County ofl . :; ; ~ T1;.e.for~~oi~~. )~trument wjls ,cknowle~ed before me this ",-, .,.;1. day of ~.J If-- c:.'.Al.19~::,,'/'! j .bY'~""~"" -#,,,,s,,...r rt'''''' ff'1f?,.,# L. ~"4.e.r-' . ",' 1.I}\o~n.'l.io~ibmissionl Expires Nov. 16~q 950 . Witn ss my hand and official seal. '. '; ,'.:',-::::i',.,:,"'" . n" n ... n~.....mmn ......nnmn......... Notary Public. ....n...[SEAL] , No. 921. W AjRRANTY DEED.-To Joint ~enants.-Tbe Bradford-RobinlOD Pt&'. C ., Mfn. Robinson's Legal Blankl, 1U6 Stout St., Denver, Colo. "'If by natural person or persons'here insert na.me or names; it by pe son acting In representative or official capacity or as attorney-In-fll-ct, then Insert name of person as executor, attorney-in-fact r other capacity or description: If by officer of cor- poration/ thcll InBert name of fluch offiQ&r or oCncers, as the president or at er officers of such corporation, naming It.-Statuto,,, Acknow edDment, Se33'on 19117. \ ~ ~ ~ " l' ~ ~ ~J " t.. \ ~;-~'''' "- ~.. ,~t, ;,', '\ ,\. . ~1 ~. ~c-;~ ,i. ,l_~ I '" 0;1 ~ -~ r 1 ~ . l( S' r- ~ l,,-:c'~ ~ ~ it !\".~ l.... ~ ~ , ::() ~\:~ ~ ~ I'; " ; I'" ~ i i:u g: 1(0 e. ... ,. 0 ': Ho M- li"j N~l" ~r [ , i~ ("t- I 1 : , p" .+ /, I.~ r ~ fii' e: '"'' is: . . ~ :'1~ oq,r~ i ~ ! f ,r'f:6 p.., ! (1) c.. ":. e..tJ e. 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