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HomeMy WebLinkAbout4611 Independence StreetThe City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Construction Support Services, me Inspector signature: Signed Digitally ; Date of Inspection: New Copy Sent October 6 2017 The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ] N/A ❑ Pass ❑ Fail N/A ❑ Pass [] Fail Structural roof components ❑ N/A 9 ] Pass ❑ Fan Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls Pass ❑ Fail If new sheathing is installed verify that it is listed in the X permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/AI Pass ❑Fail Crickets and saddles where needed ❑ N/A �] Pass ❑ Fail Verify B vent must have boot same gauge as pipe [� N/A [XI Pass [] Fail Verify vent caps ❑ N/A] Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A] Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ] N/A ❑ Pass [] Fail Verify scuppers allow for proper drainage ❑ N/A] Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A FX] Pass ❑ Fan Dripedge shall have min of 2" overlap N/A 0 Pass ❑ Fail Dripedge should extend down min 2" past roof deck r] N/A lx] Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC [x] N/A [ 7 Pass ❑ Fail 90 LB roll 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 ❑ N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ElPass ❑ Fail Above roof insulation R-25 ❑ N/A ❑ Pass ❑ Fail Below roof residential R-38 ❑ N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A El ❑Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications - Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fall Metal roof shingles shall not be installed on slope less 3:12 [] N/A IJ Pass [-] Fail Metal valley flashing shall be the same material as roof ❑ N/A Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements [] N/A 11 Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment COMparl\' Inspector signaturo: Q -w -n -Q -r -W t -o mu -1 i Q T 1 20'7 -3 7 j 17 Irt§pector Information Inspector Statement and A(;knowlt-,dgc;n)unl i �,.Ii xc, !j cji i 12 1 ILI,-;I f Ity :'f i ipf�, r ,`fro oertv Q�-,mcr St,,,tcmciit ot f f3rop off I Berson y Residential Roofing PERMIT - 201703533 PERMIT N0: 201703533 ISSUED: 07/10/2017 JOB ADDRESS: 4611 Independence ST E:,.? [RES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 23 sq. *** CONTACTS *** OWNER (303)842-4386 HOSKINSON TIMOTHY M SUB (720)271-3718 Josh Mudock/Billy Sweeney 150095 lst Priority Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEF, SUMMARY *** ESTIMATED PROJECT VALUATION: 14,400.00 FEES Total Valuation 0.00 1 -e 'rax 302.40 Permit Fee 283.55 ** TOTAL ** 585.95 "" COMMENTS * * * *** CONDITIONS *** Effective December 1, 2.014, asphalt shingle installations require an approved rnidroof inspection, conducted when 25-75 percent of the roof cov ring is installed, prior to f.irial approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. 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 fees above [:he 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 find]_ 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 (protect_ address) has been applied in accordance with the installation instruct ion. for (roof material_ braua name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final .roof inspection performed by City or Wheat Ridge. If report is not available the final inspection will not be completed. SANSPECT'It�N REGOL "iccupanc�ype INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter ■T.7 � RSa-1.TIr�i .KT.T.�73 T�'l'ii r.7 -a R7� .�-r.1z�F:1 tai i■ � iT.�_� .r.1�ca I � F.9 •I�iy � [•] i E- Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing n„ KIM r'nvnr I InrinrnrAllnrl nr Ralnw/In_Slah Wnrk Prinr 10 Annrnval Ur 1 ne ADove InsDectlons Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 7xr egrl Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof j6 (p .312-D t T D ' Final Window/Doors Final Building 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 Mat rougn inspections are compieteu trum we rite LAZ5LI i aiiu eiecuicai 1UW vUnayc by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather dw ► A City of Wheat Ridge J Residential Roofing PERMIT - 201703533 PERMIT NO: 201703533 ISSUED: 07/10/2017 JOB ADDRESS: 4611 Independence ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 23 sq. *** CONTACTS *** OWNER (303)842-4386 HOSKINSON TIMOTHY M SUB (720)271-3718 Josh Mudock/Billy Sweeney 150095 lst Priority Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,400.00 FEES Total Valuation 0.00 Use Tax 302.40 Permit Fee 283.55 ** TOTAL ** 585.95 *** COMMENTS *** *** CONDITIONS *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. . � A -1 City of Wheat Ridge Residential Roofing PERMIT - 201703533 PERMIT NO: 201703533 ISSUED: 07/10/2017 JOB ADDRESS: 4611 Independence ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re—roof to install Owens Corning Duration asphalt shingles with 23 sq. 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 perforin the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities n ed ithin this document as parties to the work to be performed lL rk to be performed is disclosed in this document a /ori accompanying approved plans and specifications. 7 �j /7 Signaib e€�WNER or CONTRACTOR (Circle one) Oate 1. This permit was issued based on the information provided in the permit application and accompanying plans 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subjectto the standard requirements, fees and procedures 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 teld inspection. Signature of Chief Building Official V Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us b4iCen 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz 2'W703 X33 From: no-reply@ci.wheatridge.co.us Sent: Monday, June 26, 2017 12:04 PM To: Permits CommDev N Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane e Residential Roofing Permit Application 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. 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 t� documents at the time you are issued your permit. Permits are currently being processed within 5 business days, subject to change based on volume. 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 fora Yes � /� � fit+ V �c^ / residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 4611 Independence St Timothy Hoskinson (303) 842-4386 S�ts9'�, Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name 1 st Priority Roofing Contractor's License 150095 Number (for the City of Wheat Ridge) Contractor Phone 7202713718 Number Contractor Email Address info@1 stpriorityroofing.com Retype Contractor Email info@1 stpriorityroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing oc duration Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 23 material selected above? Does any portion of the No .� property include a flat roof? If yes, how many squares Field not completed. on the flat roof? z TOTAL SQUARES of all 23 roofing material for this proj ect Provide additional detail tear off to deck and replace with oc duration, 5:12 pitch, house here on the description of and garage work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 14400 value or cost of ALL materials and labor) 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 owner of the property to submit this application and to perform the work described above. Name of Applicant Josh Murdock Email not displaying correctly? View it in your browser. 3 MO __ _: AJ F1 Angidsi list _ -�v Reviews you can trust. — _. - � 1 s' Priority Roofing NAME �. f/A4. ADDRESS ,* C1TY' f TATE C Of HOME PHONE / LL P:rL 17M Q? r t By signing below, you give 1" Priority Authorization to negotiate with your insurance company regarding any claims related matter. 1" Priority agrees to perform the work specified by belovJ(roof and gutter related items only) for the final approved insurance replacement cost value (RCV), overhead & profit and supplements only, with no additional cost to your except for your deductible, city code requirements unpaid by your insurance, and any upgrades or additional work authorized by you pnd 1s ` Priority management in writing. Deposits made shall be held in trust until roofing materials have been delivered. 1� Priority Room e, y an insurance deductible in part or full. Irtb'14t �iA �,lti� iSa u: 's, t p Com(,! Shingle Brand /Type r j A- �% y� �� � a 3�i¢ c'�ake Layers Shingle / Covering Colorik X Fat [Under 2:1 ] Dbl Felt [2-4:12] Sheathing d /L we /� Spot Repair ($75/ 4et) Steep [7-9:12] Steep [10-12:12] -- Starter Course Two Story j Three Story --- Drip Eave (2x4) X Hand Load -/ N Poor Access —-/ N Drip Rake (D -Style) Color ,'', X Eave LF Rake LF Felt Synthetic (_ %�� Valley LF Rid9e/HipLF Ice Shield ave Step Flashing LF Wall Flashing LF Ridge & Hip CapesStandard �Hi h P u. '. Soffit Depth Open Soffit Y / N Ventilated Ridge LF j Satellite: AtAove / Detach & Reset Turtle / Box Vents,A •� 36 Z� v J h Soljr illi s: Remove / Detach & Reset .tip Boots /Spli{.X ots U1 cks S 4"� 0 U41 /„SW t V/ ,--Tl Chim wr- Build A Cricket: Y / N Counter Flash: Y / N Step Flash: Y / Gutters B ,Roofer Remove Detach & Reset / NA (Y ) � Furnace, ap Replac ap / N Replace Collar Y ,/ N Skylight(s) Flashing Kit Only Size(s) Color: Clear / ' ted Type: Curbe Fixed /Flat /Dome Gutters LF LF LF LF Downspouts 6X *�.� !� LF (�, i y LF Corners/Elbows p EA EA p EA /Z-- EA Detached B ildinq(s) Material Type SQs Colo✓ V/ 6 3 Gutter/Downspout Color Color X Special Instructions j'7r / f� VIVA 6Uf�'Z0 : 6,sbt-F- r(c01' �j � hlow( (o vj%-Dov-? WV u- [a, €F1' oi-r- 66Q Sheds �, M erialTyped-�F�/� SCIS Color,/1:410.� t /Mod -Bit F Material Type SQs_X: Color �(01�• �atiy a�nix«r."Aa�ri: _2.sv %%`-��,S (,� UP/�- Replacement ost Value $ w /N� Estimated Supplements & O&P $r 770/ f/( 6 jf _ (j -Aix ,40140 Avr_ Non -Insurance Additions $ U®0, Dat L f f pig _*,Estimated Total *$ `this number is only an estimate, jmm pace is conprmeo afrersuppiements ano oupax� or is J n ra. I (we) agree by signing below, to all terms and conditions on both_ the front,and-the backof this contract. I CLIENT' ZX zp DATA /'/� _ PRINTED NAM..,��/ rrC.„�__� •� - — ''� 15t PRIO Corporate: 7208 S. Tucson Way, Ste 195 / Centennial, CO 80112. Info@1stPriorityRoofing.com Denver (720) 271-3718 1 CO Springs (719) 646-0968 1 FT Collins (970) 817-6154 1 V1.2017 1. Sign ees of this contract warrant that they are fully authorized to enter into this transaction and accept full responsibility and liability for the terms and conditions oft his contract. The party contracting for work may be called "client, owner, homeowner, or customer." 1" Priority Roofing may be called 'company or 1" Priority.' 2. All proposals (including 'work outside the insurance scope') are subject to approval by 1st Priority Roofing, LLC executive management and shall be made in writing (sales representatives and project managers are not 'executive management'). Any amendments to this contract shall be made in writing and require approval from 1" Priority executive management. Any statement made after the conclusion of a valid written contract shall not be considered a valid part of this contract, nor shall it be considered binding or enforceable. All verbal and 'text message' agreements are strictly prohibited. This constitutes the entire agreement between 1" Priority Roofing and client. Any representations or statement not included herein are immaterial and shall not be relied upon by any party. 3. This contract is binding upon signature. Client may cancel this contract without penalty within 72 hours after entering this contract by writing a letter to 1" Priority Roofing, 7208 S Tucson Way, Suite 195, Centennial CO, 80112, requesting a cancelation or hand delivering this letter to authorized personnel at this same address. An email sent to info(dlstPrioritvRoofin¢.com is also sufficient, but must be accompanied by confirmation of receipt from 1" Priority Roofing; without 1" Priority Roofing's acknowledgement in writing via email response, the cancellation shall not be considered valid. The postmark and or electronic date shall be used to determine timeliness. Deposits are refundable if the contract is cancelled within the allotted time frame except for when services have already been performed, including but not limited to; permits being pulled, the purchase of materials, negotiations with customer's insurance company that results in customer enrichment (supplements). If this contract is cancelled by the customer after the allotted time frame, customer agrees to pay 1st Priority Roofing, LLC twenty (20%) percent of the contract price as liquidated damages, not as a penalty, but as fair and just compensation for all services to that point. 4. 1" Priority Roofing is insured by M.U.S.I.0 for general liability insurance. 1-48U-306-8300. 6263 N Scottsdale Rd, Suite 300, Scottsdale, AZ 85250. Insurance provider may change change. 5. The "estimated costs of services" on the front of this contract is strictly an estimate and subject to change based upon unforeseen work that arises and/or additional supplements approved by your insurance company. The final cost of services is the final approved replacement cost value (RCV) (including approved supplements, O&P, and your deductible) plus any additional work authorized by you in writing, plus additional work completed because 1" Priority determined it was best construction practice at the time (see 816), and any work required or recommended by the City or State per city code or recommended by manufacturer specifications. Customer is responsible to pay the above in full regardless of any amounts deducted by customer's insurance or mortgage company for "non-recoverable depreciation," "no code upgrade," or similar or dissimilar policy language and issues. 6. 1" Priority reserves the right to perform the specified repairs / replacement in accordance with generally accepted roofing and construction guidelines (including any combination of IRC, Manufacturer or City Code as determined by 1" Priority Management), and using similar (though not necessarily identical) materials unless otherwise agreed upon in writing. 1" Priority Roofing shall be considered to have fulfilled its contractual obligations once repairs have been substantially completed within these guidelines. Should a dispute arise as to the definition of such guidelines, 1" Priority Roofing management shall inspect the completed repairs and shall have sole authority to determine if the work meets such guidelines, thus fulfilling contractual obligations. Customer agrees to release all funds agreed upon in this contract to 1" Priority Roofing once work is substantially completed and has been determined to meet such guidelines. Pending or failed city or mortgage bank inspections shall not constitute a breach of contract, nor shall it be an allowable reason to withhold payment for work substantially complete. 7. 1st Priority Roofing, LLC's standard payment terms are as follows: 50Y. deposit upon acceptance of contract and balance upon substantial completion of work. The work shall be substantially complete even though warranty or minor work may be unfinished, or permits still open. 1" Priority Roofing is expressly authorized to determine the date of substantial completion. Client shall not withhold any funds or proceeds from 1" Priority Roofing for work that has been substantially completed while additional project items are in process. Endorse and/or make all checks payable to 1st Priority Roofing, LLC. B. Client is responsible for procuring any third party endorsement(s), such as lenders (Mortgage Company) approval or HOA approvals for projects in a timely manner. 9. Client acknowledges 1st Priority Roofing, LLC as General Contractor and as such will be entitled to 10% overhead and 10% profit. Client also acknowledges that any additional supplements negotiated by 1" Priority Roofing, LLC shall be awarded to 1" Priority Roofing unless otherwise agreed upon by 1" Priority Roofing executive management in writing. 10. Past due accounts are defined when work has been substantially completed by 1st Priority Roofing, LLC and 30 days have passed. Any portion remaining unpaid will bear interest at the rate of eighteen percent (18%) per annum commencing thirty (30) days after substantial completion. In addition, if 1st Priority Roofing, LLC requires an attorney for collection, client agrees to pay all costs incurred in pursuit of collecting any unpaid portion of this contract, including reasonable legal/attorney fees and collection agency fees. Should default be made in payment of this contract, 1st Priority Roofing, LLC reserves the right to place a mechanic's lien on the contract property. Lien costs shall be charged in addition to contract price. 11. 1st Priority Roofing, LLC shall not be in breach of contract or held liable for failure of performance due to labor controversies, strike, fire, hail, weather, inability to obtain material from usual sources, failed or pending city inspections, manufacturer defects or voided manufacturer warranties, or any other circumstances beyond the control of 1st Priority Roofing, LLC whether of similar or of dissimilar nature. 12. 1st Priority Roofing, LLC's standard workmanship warranty for roofing is five (5) years and one (1) year for all other work. Client must notify 1" Priority Roofing in writing If a warranty is to be transferred to new owners. Transfers maybe done onetime by the original customer. Warranty shall be void if these steps are not taken. Warranties are only valid if customer has paid all obligations in full per contract. All warranties are void if legal action or a collections agency were needed to collect the balance, or if the account is 90 days past due. 13. 1" Priority Roofing, LLC is not responsible for any leaks or water damage below the roofline as a result of ice damming, insufficient insulation, defective materials, poor architecture or design of property/roof, excessive wind, rain, snow, ice or hail during the period of warranty. Leaks that are a result of repair work outside the original scope of this contract shall be paid at the sole expense of client, even if the repair work required is a result of work (or demolition) done by 1" Priority Roofing in the normal process of remodeling. 14. Customer/Property Owner/Renter agrees to indemnify 1st Priority Roofing LLC against and hold 1st Priority Roofing LLC harmless for any and all claims, demands, liabilities, losses, expenses, suits and actions (including attorney's fees) for or on account of any injury to any person, or any death at any time resulting from such injury, or any damage to any property, which may arise (or which may be alleged to have risen) out of or in connection with the work covered by this contract even though such injury, death, or damage may be (or may be alleged to be) attributable in part to negligence or other fault on the part of 1st Priority Roofing LLC or its officers, subcontractors, agents or employees. Customer/property owner/renter agree to hold harmless 1st Priority Roofing, LLC, its agents and/or employees for damage to real, private or personal property, whether exterior or interior through negligence, accident or competence, including but not limited to; slight scratching or denting of gutters, oil droplets in the driveway, nails perforating soffit or fascia, cracks in concrete, paint spills or droplets, scuffs or tar on siding, broken siding, broken windows or glazing, damage to plants or shrubbery, sunken foundation or framing, broken or fallen crown molding or stucco, solar panels, evaporative coolers, existing skylights, personal property such as pictures, cars, or interior damage such as cracked plaster, damaged sheetrock or drywall, nail pops, or falling dust and debris as a result of roof replacement, additional contracted work, cleanup or through happenstance. 15. If material has to be reordered or restocked because of cancellation by customer, there will be a restocking fee equal to twenty percent (20%) of the contract price. 16. Replacement or repair of any deteriorated decking not covered by insurance, or expressly agreed to in writing beforehand, shall be charged at $225.00 per square. Fascia boards, furnace or hvac work, swamp coolers, ventilators, chimneys, counter flashing, or any other work completed for client not stated in this contract are not included and will be charged above contract terms on a time and material basis. Customer also agrees to pay 1" Priority Roofing for work required by City, recommended per manufacturer specifications, installed due to safety concerns, or installed because 1" Priority considered it to be best construction practice at the time but may not be specifically disclosed in this agreement or paid for by customer's insurance policy. 17. 1" Priority Roofing, LLC is not a licensed engineer and recommends that customer consults a licensed engineer in cases where additional items not already pre-existing (such as roofing vents, skylights, or specialty roof covers including but not limited to TPO, cement shingles, etc,) are installed, or in cases where the structure of the existing building may not be up to current city code (including framing, truss structure, etc). Customer assumes all responsibility for these items and shall hold 1" Priority Roofing harmless in the event of any controversy arising thereof. 18. The Insurance Company Adjuster Summary (and all revisions) is a legal part of this contract. Customer agrees to allow 1" Priority Roofing to discuss all aspects of the claim with customer's Insurance Company (including additional revisions and monetary values of the claim) and Mortgage Company. Customer agrees to secure a copy of all revisions of the Adjuster Summary related to customer's claim on behalf of 1" Priority Roofing. 19. 1" Priority Roofing retains the right to require that any controversy or claim arising out of or related to this contract for alleged breach thereof be mediated before any further legal action may be undertaken. Mediation costs shall be paid for at the sole expense of customer. If mediation is unsuccessful, 1" Priority Roofing may require that the controversy be resolved by binding arbitration with a single arbitrator, chosen by 1" Priority Roofing. Arbitration fees shall be paid at the sole expense of customer. 20. For any work or workmanship that allegedly or rightfully requires remedy (per city ordinance or customer request), customer agrees to allow 1" Priority Roofing and any of its agents or subcontractors full access to the property in order to complete such remedies. Any remedy shall be completed at the sole discretion of 1" Priority Roofing executive management (if at all), and done per 1" Priority Roofing's own timetable and construction practices and materials. Customer agrees to a schedule of remedy chosen by 1" Priority Roofing, should 1" Priority Roofing deem a remedy necessary. Should the customer decline to allow 1" Priority Roofing or its chosen agents to remedy its own work or workmanship, or decline (or delay) the schedule outlined by 1" Priority Roofing, all outstanding balances and applicable attorney or collection fees shall become due in full immediately without penalty to 1s` Priority Roofing and any or all remedy work shall be constituted as fulfilled by 1" Priority Roofing, furthermore, customer agrees to (at their own expense) work with the city to complete repairs required to close outstanding permits. 21. Customer will hold all insurance monies received by Customer for the performance of Contractor's work solely and exclusively for the benefit of Contractor. Owner understands and agrees that any funds related to the Project received by Owner from a lender or insurance company, or intended to pay all or part of the construction costs, are held in trust for payment of Contractor's labor and materials. In that respect, Owner has the same duties and liabilities as a general contractor to hold the funds in trust for payment of Contractor. Using the funds held in trust for any purpose other than payment of Contractor makes Owner liable for treble damages under Colorado law. Corporate: 7208 S. Tucson Way, Ste 195 / Centennial, CO 80112. Info@1stPriorityRoofing.com Denver (720) 271-3718 1 CO Springs (719) 646-0968 1 FT Collins (970) 817-6154 1 V1.2017 �1 r i CITY OF WHEAT RIDGE Building Inspection Division 0(303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Al1r-:0 Job Address: I - AW -T AIJ1. 4'ti> Permit Number: "LO / `/~' © -35--33 ❑ No one available for inspect n: Time `- /' A AM/PM Re -Inspection required: o When corrections have been made, call for re -inspection at 393=234-5933 r Date:-/ -' . Inspector: DO NOT REMOVE -THIS NOTICE ' A i Vr CITY OF WHEAT RIDGE Building Inspection Division �9r(303) (303) 234-5933 Inspection line_: 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: POT o Job Address: 4611 Permit Number: - u/7c, d ;IF ❑ No one available for inspection: Time &W/PW Inspection required:' Ye No l —a *When corrections have been made, call for`re-inspection at 303-234-5933 Date: YPI.1 7 Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Y - Inspection Type: / 0 Job Address: /f �/'.,V PC, r/CJ�_ Permit Number: Z-6/7 0 Sr ❑ No one available for inspection: Time (:_.1 `:'l_. ' AM/PM Re -Inspection required: ,f Yes )No f; When corrections have been made, call for re -in fiction at 303-234-5933 Date: `� Inspector: DO NOT REMOVE THIS NOTICE ♦ `' CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOT)CE Inspection Type: � / ? y , Job Address: 1 / o // Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No "When corrections have been made, call for re- inspection at 303 - 234 -5993 G . Date: J , ,�2 Inspector: / DO NOT REMOVE THIS NOTICE INSPECTION RECORD OccupancVlTYpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 44,41 114 /1 com, a A/7a An R- - lC .-'n� I *T )MAR' NSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPEC COMMENTS: Footings /Caissons Mid -Roof �U Stemwall / (CEG) Con Encased Ground Rough Electric Reinforcing or Monolith Rough Plumbing Weatherproof / French Rough Mechanical Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS - Sheathing Lath / Wall tie Plumbing Mid -Roof �U Electrical Service Rough Electric Roof Rough Plumbing Gas Piping Rough Mechanical Fire Department MDVVC IENJrMV I IVNV 1V 6C JIUNMU VKIVK 1 V YKVU: tUINU Framing Insulation - Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPA NOR PERMISSION FOR OCCUPANCY. I. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSU PROTECT THIS CARD FROM THE WEATHER CITY OF WHEAT RIDGE' d ° Building Inspection Division 1 J (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: yZ J i ff f~ i1 «1` _o S Job Address: Permit Number: d U 0 6 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO.NOT REMOVE THIS NOTICE City of Wheat Ridge Building Division Date. 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan M °OCOino° Inspection Line: 303-234-5933 permit#. Building Permit Application Property Owner (please print): Phone:3o,3 65 Z? ,S,2 Mailing Address: (If different than property address) Address: City, State, Zip: Contractor License#: 61q 7r}0 Phone:,-r~03 X23 Wg ,K tit% ont act Electrical City License Plumbing City License M Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: pApproval: Approval Use of space (description): ~e o f Construction Value $ 1~? o 17 1 DO ;BCF Ltt1eA (as calculated per the auilding' Valuation Data street) Plan Review (due at time of submittal): $ Sq. Ft.lL.Ft added: Squares c?,A BTU's Gallons Amps OWNERICONTRACTOR 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 (I.B.C) antl ther applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. - -7-- _ CIRLCE ONE::-'(OWNER) (CONTRACTOR) or PERSONAL REPR TA VE of (O ER)- (CONTRATOR) PRINT NAME: ,//e SIGNATURE: Dater -J''G' u Date: 1/15/01 .4 Certificate of Occupancy or Completion has been requested for: .400RI:SS: 4611 Independence Street Wheat Ridge, 80033 PURPOSI: or STRUCTURI:: Added Detached Garage/Res i denti a 1 Remade 1 Building Department Approval: 0/07 ///& ler I t Remarks: Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: Certificate of Completion AND / OR Compliance CITY OF WHEAT RlDGE 7500 W. 29TH AVENUE WHEAT RlDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 20408 Residential Remodel OWNER: Tim Hoskinson ADDRESS: 4611 Independence Street PROPERTY ADDRESS: 4611 Independence Street ZONING ADMINISTRATOR DATE Jan 12. 2001 CHIEF BUILDING OFFICIAL F R o M T o AMERICAN LUMBER CO. 5920 LAMAR STEET ARVADA,CO.80003 (303)424-7716 DAVE EVERHART 4611 INDEPENDENCE GARAGE, MARK QUAN TITY 14 2 TRUSS TYPE A AE FINK FINK ***** PITCH/ HEIGHT 6.00 6.00 9/14/99 11:45:11 AM PAGE: 1 OF 1 QUOTATION NO: 4292 DESIGNER: RON KUEHN SPECIFICATIONS DESIGN LOADING: 30/10/0/10 STRESS INC: 15% SPACING: 24" SALESMAN: JN JOB SITE & OTHER INFORMATION LOT/ADDRESS: SPAN FT-IN-16 24-00-00 24-00-00 OVERHANGS IN-16 IN-16 12-00/12-00 12-00/12-00 SIZE TC BC 4/ 4 4/ 4 QUOTED PRICE VALID FOR 60 DAYS PRICE INCLUDES TRUSS HARDWARE AND DELIVERY ***** ***** k**** D~) :>,io' .. ~.. . :.. Permit Number: Miscellaneous: Lot Number: Index Page' of 1 Address: The information in this box is for administrative purposes only and is not part of the engineering review. Truss Fabricator: American Lumber Comoanv Job Reference: 4292 - 4292/EVERHART/GARAGE/RK ROBBINS P.O. Box 280066 Tamp., Engineering Index Sheet FL 33682-0066 Phone ENGINEERING, INC. (813) 972-1135 Index Page 1 of 1 Job Number Specification Quantity T99091022 2 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss SpecifICation Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibility of the Building Designer, as defined in ANSlfTPI1-1995, Section 2.2. Permanent files of the original Truss Specification Sheets are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. Spec. Number I ~~~ I Mark A AE Spec. Number Mark Spec. Number Mark Spec. Number Mark ~:p 1 4 1999 Job Mark T99091 022 U#0106 J#4292 Quan Span 240000 P1-H1 6 Left OH 1- 0- 0 EuguJeerillg Right OH 1- 0- 0 Type FI AE 2 4292/EVERHART/GARAGE/RK I z-- DG 13- 6-15 HO 4- 3 TT 6- 3-15 6- 4- 3 lx411 T lx411 lx411 R 611X411 P lx4111x411 N J L TC "xs- .~ 8 lx411 H:i lx4 FF " lx411 DO lx411 BS lx4111x411 Z X TC lx411 V lx411 F DG 13- (1-15 HO 4- 3 GS3 GS4 GS5 Gsd I GS7 GS8i I GS6 GS5 GS4 GS8 11 3x4:::: GS7 , i i GS3 c GS2 GS1 1;(.:.:Y....:.l':.:.;.:.:;.:.;,I':.:.;.:'~:,z.:.:r<' :':I";':Z':'r...:.~:.l':':':.l'..:.~:.:,>:.:.r.:';':'''"':.~.:.... :'r.':':':.r':':'/.':;;':'<<:':',"::';<"':';.'~:~':'r...:;t~~.:.""':=':'r.',':' ~';,II:':'y.,:.:::.;,r<:'>r.':'~':';,I':':';'(':':""":'1 lx4111x4111x4111x4111x4111x4114x6= lx411 lx4111x4111x4111x4111x4111x4111x4111x411 SPL ~ o o EP 0 TC 0 BC EP Online Plus -- Version 3.3.502 RUN DATE: 9-14-99 CSI TOP .18 8TM .07 WBS .13 REPETITIVE SIZE LUMBER 1.15FB 2X 4 S~F-1650 1900 2X 4 SPF-1650 1900 2X 3 SPFS-STU 759 MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOAD ING LUMBER STRESS INCREASE: 15.0% ~LATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TO~ CRD 30.0 10.0 BTM CHO ..0 10.0 TOTAL 30.0 20.0' 50.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A ,C LOAD CASE U UBC LL CHECK LUMBER STRESS INCREASE: SO. O. PLATE STRESS INCREASE: 50.0% LOADING LIVE DEAD (PSF) TOe caD .0 10.0 BTM CHn 10.0 10.0 TOTAL 10.0 20.0 30.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A. . C LEFT RIGHT HEEL OIN - '5X OIN - '5X >lEMBR CSI P (LBS) M@lST M@2ND Toe CHORDS A-D .03 160 C 28 2'9 D-a .03 81 C -112 62 H-J .02 .6 C -62 71 J-L .03 59 T -172 170 L-N .0' 129 T -170 170 N-e .05 199 T -170 186 e-R .0. 271 T -186 11' R-T .09 347 T -114 -176 T-B .18 332 T 17. 1043 B-HH .18 332 T -1043 -176 HH-FF .09 3.7 T 17. 11' FF-OO .06 271 T -114 186 DD-BB .05 199 T -186 170 BB-Z .0' 129 T -170 170 z-x .03 59 T -170 172 x-v .02 28 C ,.3 -130 V-F .03 79 C -156 2.9 F-C .03 160 C -249 -28 12- 0- 0 12- 0- 0 24- 0- 0 12- 0- 0 ~ o o o o 24- 0- 0 24- 0- 0 24- 0- 0 ALL PLATES ARE LOCK20 ! CO! Scale: 0.208" = l' APPROX. TRUSS WEIGHT: 170.0 LBS >lEMBR CSI P(LBS) M@lST M@2ND K 1001 1. 00 X 4.00 CTR CTR BOTTOM CHORDS L 1001 1. 00 X 4.00 CTR CTR A-E .07 232 T 282 53 M 1001 1. 00 X 4.00 CTR CTR E-I .0' 232 T -53 -59 N 1001 1.00 X 4.00 CTR CTR I-K .0' 232 T 59 -29 0 1001 1. 00 X 4.00 CTR CTR K-M .0' 232 T 29 -37 e 1001 1.00 X 4.00 CTR CTR M-O .0' 232 T 37 -3' 0 1001 1. 00 X 4.00 CTR CTR o-Q .0' 232 T 3. -36 R 1001 1. 00 X 4.00 CTR CTR Q-S .0' 232 T 36 -32 5 1191 4.00 X 6.00 3.0 3.0 S-U .0' 232 T 32 -.S T 1001 1.00 X 4.00 CTR CTR U-II .0' 232 T '5 -'5 U 1001 1.00 X 4.00 CTR CTR II-GG .0' 232 T .5 -32 V 1001 1.00 X 4.00 CTR CTR GG-EE .0' 232 T 32 -36 W 1001 1. DO X 4.00 CTR CTR EE-CC .0' 232 T 36 -3' X 1001 1. 00 X 4.00 CTR CTR CC-AA .0' 232 T 3. -37 Y 1001 1.00 X 4.00 CTR CTR '-A-y .0' 232 T 37 -29 Z 1001 1. 00 X 4.00 CTR CTR Y-W .0' 232 T 29 -59 '-A 1001 1.00 X 4.00 CTR CTR W-G .0' 232 T 59 53 Ba 1001 1.00 X 4.00 CTR CTR G-C .07 232 T -53 -282 CC 1001 1. 00 X 4.00 CTR CTR WEa5 OD 1001 1. DO X 4.00 CTR CTR E-D 156 T I-H 123 T EE 1001 1. 00 X 4.00 CTR CTR K-J 131 T M-L 130 T FF 1001 1.00 X 4.00 CTR CTR O-N 129 T Q-e 136 T GG 1001 1.00 X 4.00 CTR CTR 5-R 14. T U-T 105 C HH 1001 1.00 X 4.00 CTR CTR II-HH= 105 C GG-FF== '" T II 1001 1. 00 X 4.00 CTR CTR EE-DO_ 136 T CC-BS== 129 T AA-Z == 130 T Y-X 131 T W-V 123 T G-F 156 T Warning: TItis truss is analyzed DL+LL DEFL == .01" ATa for vertical loads only. Lateral LL DEFL < BRG-SPAN/360 bracing for out of plane bending SPAN/DEFL (DL+LL) ~ 999 due to wind &. seismic loads is .. SEE REVERSE SIDE OF THIS .. required and is to be designed .. PAGE FOR IMPORTANT NOTES .. by others. PLATING CONFORMS TO USC ANSI\T~I PLATE VALUES BASED ON ICBO APPRO GRIP VALUES BASED ON SPFS . on (GROSS AREA TEST) PLATES - 20 GAUGE LOCK GRIPPING 514-250 e51 eER PAIR INCLUDES 15.0% INCREASE TENSION 1339- .65 HI PER PAIR SHEAR 784- 506 eLl PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X 4.00 5.2 3.1 B 3000 5.00 X 5.00 CTR CTR C 2001 3.00 X 4.00 5.2 3.1 0 1001 1. 00 X 4.00 CTR CTR E 1001 1. 00 X 4.00 CTR CTR F 1001 1.00 X 4.00 CTR CTR G 1001 1.00 X 4.00 CTR CTR H 1001 1.00 X 4.00 CTR CTR I 1001 1. 00 X 4.00 CTR CTR J 1001 1. 00 X 4.00 CTR CTR ,...,1\1111\11" DIII<:tm V"r~inn' 1.1 <;()? Fnnin"",inn _ Pnrtr<ljl q/14/qq ?-04'<;fi PM P<lnf' 1 nf 1 Job T99091 022 U#0106 J#4292 Mark Quan Type FI AE 2 4292/EVERHART/GARAGE/RK ONLINE PLUStm Version: 3.3.502 Engineering _ Portrait 9/14/992:04:56 PM Paqe 2 of 3 Span 240000 PI-HI 6 Left OH 1- 0- 0 Right OH 1- 0- 0 EDgineering Gmt. zl,- NOTES; 1. TRUSSES MANUFACTURED BY - American Lumber Co. Truss 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/AseE 1997 TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 100 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 ENCLOSED BUILDING. OCEANLINE DIST - 100 MILES 4. FASTEN TRUSS TO BRG A FOR 76 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 76 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG E FOR 154 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF HALL OR BRG. 7. FASTEN TRUSS TO BRG I FOR 87 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG K FOR 106 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF ~L OR BRG. 9. FASTEN TRUSS TO BRG M FOR 102 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 10. FASTEN TRUSS TO BRG 0 FOR 102 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 11. FASTEN TRUSS TO BRG Q FOR 108 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 12. FASTEN TRUSS TO BRG S FOR 117 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 13. FASTEN TRUSS TO BRG GG FOR 117 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 14. FASTEN TRUSS TO BRG EE FOR 108 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 15. FASTEN TRUSS TO BRG CC FOR 102 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 16. FASTEN TRUSS TO BRG AA FOR 102 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 17. FASTEN TRUSS TO BRG Y FOR 106 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 18. FASTEN TRUSS TO BRG W FOR 87 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 19. FASTEN TRUSS TO BRG G FOR 154 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. Job Mark Span 240000 P1-H1 6 Type FI Quan A 14 4292/EVERHART/GARAGE/RK T99091022 U#0106 J#4292 DG 13- 6-15 HO 4- 3 5x5= E IT 61 6- 9-15 6- 4- 3 11 4x6= A B1L w,fis R: 1284 U: 763 E 3x4= 81 3x4= ~ o o EP 0 TC 0 BC EP Left OH 1- 0- 0 EJl.gifleering Right OH' 1- 0- 0 DG 13- 6-15 HO 4- 3 TC 4x6= C D 3x4:::: E1R W:~08 R:1284 U: 763 6- 3- 4 6- 3- 4 8- - 2 8- 2- 2 12- 0- 0 17- 8-12 5- 8-12 5- 8-12 15- 9-14 24- 0- 0 6- 3- 4 8- - 2 24- 0- 0 ~ o 1 D 1<J 24- 0- 0 ALL PLATES ARE LOCK20 APPROX. TRUSS WEIGHT: 130.1 LBS Online Plus -- Version 3.3.502 MEMBR CSI P (lES) MUST M@2ND RUN DATE: 9-14-99 A-F .62 1961 C 1220 -2934 F-B .61 1722 C 2934 -1849 CSI SIZE LUMBER 1.15m B-G .61 1722 c 1849 -2934 TOP .62 2X 4 SPF-1650 1900 G-C .62 1961 C 2934 -1220 BTM .48 2X 4 SPF-1650 1900 BOTTOM CHORDS was .71 2X 3 SPFS-STU 759 A-E .48 1764 T 48 -1278 REPETITIVE MEMBER STRESS USED. E-51 .38 1174 T 1278 -5 51-0 .38 1174 T 5 -1278 LATERAL BRACING: D-C .48 1764 T 1278 -48 TOP CHORD - CONTINUOUS WEBS BTM CHORD - CONTINUOUS F-E 533 T E-B 657 T TRUSS SPACING - 24.0 IN. B-D 657 T D-G 533 T STANDARD LOADING LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 30.0 10.~ BTM CHD .0 10.0 TOTAL 30.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT LES IN-SX 1284 3- 8 C DL+LL DEFL = .22" IN D-C LL DEFL = .15" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 ** SEE REVERSE SIDE OF THIS ** ** PAGE FOR IMPORTANT NOTES ** 50.0 A REACT LBS 1284 WIDTH IN-SX 3- 8 PLATING CONFORMS TO UBC ANSI\TPI PLATE VALUES BASED ON ICBO APPRO GRIP VALUES BASED ON SPFS & DFL (GROSS AREA TEST) PLATES - 20 GAUGE LOCK GRIPPING 514-250 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR LOAD CASE #1 UBC LL CHECK LUMBER STRESS INCREASE: 50.0% PLATE STRESS INCREASE: 50.0% LOADING LIVE DEAD (PSF) TOP CHD .0 10.0 BTM can 10.0 10.0 TOTAL 10.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT LES IN-SX 744 3- 8 C JT TYPE PLATE SIZE X Y A 2001 4.00 X 6.00 6.0 3.5 B 3010 5.00 X 5.00 CTR CTR C 2001 4.00 X 6.00 6.0 3.5 D 1010 3.00 X 4.00 CTR CTR E 1010 3.00 X 4.00 CTR CTR F 1001 2.00 X 4.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR Sl 1100 3.00 X 4.00 CTR .2 30.0 A REACT LBS 744 WIDTH IN-SX 3- 8 HEEL LEFT OIN - 4SX RIGHT OIN - 4SX MEMBR CSI P(LBS) M@lST M@2ND TOP CHORDS ONLINE PlUS1m Version: 3.3.502 Engineering. Portrait 9/14/991:59:32 PM Page 1 of 2 Scale: 0.218" = l' NOTES: 1. TRUSSES MANUFACTURED BY - American Lumber Co. Truss 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 1997 TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 100 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATBGORY - C OCCUPANCY CATEGORY - 1 ENCLOSED BUILDING. OCEANLINE DIST - 100 MILES 4. FASTEN TRUSS TO ERG A FOR 763 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 763 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. Symbols -I 1-- 108 ~ Center plates on joints unless otherwise noted in plate list or on drawing. Dimensions are given in inches (i.e. I 1/2" or 1.5") or in IN-16th, (i.e. 108). PLATE SIZE The first dimension is the width measured per- pendicular to slots. The second dimension is the length measured parallel to slots. 6.3 X B.B LATERAL BRACING Indicates approximate location of continuous lateral bracing required for stability of individual member. PLATE LOCATION PLATE ORIENTATION _ When shown, indicates - direction of slots in con- - nector pl.te. DIMENSIONS All dimensions are shown in FT-IN-SX (i.e. 6' 8 1/2" or 6-08- 08). Dimensions less than one foot are shown in IN-SX only (i.e. 708). 6-0B-OB -I BEARING 70B i----j ~ Indicates support (bearing) at joint. ~ NOTICE: This truss designed at request and specification of customer as an individual building component, in a vertical plane, to be incorporated into building design at the specification of the building designer. Bracing shown is for lateral sup- port of individual members only. Temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Design and materials are in accordance with latest editions of NDS, HUD Design Criteria for Trussed Rafters, and TPI specifications. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult Quality Control Manual, Bracing of Wood Trusses (HIB-91) and Recommended Code of Standard Practice, available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. General Notes: I. Provide copies of this truss design to the building designer and erection supervisor. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and seat securely. A void knots and wane at joint locations. 4. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 5. Unless specifically noted, this design is not applicable for use with fire retardant or preservative treated lumber. 6. Top and bottom chords shall be adequately braced in the absence of sheathing or rigid ceiling, respectively. 7. Anchorage and/or tie-in components are the responsibility of others, unless shown. 8. Do not stack construction materials on floor or roof that induces loading on truss greater than design loads. 9. Do not cut or alter truss without prior approval of a professional engIneer. 10. Building designer is responsible to insure that loading shown hereon is applicable to building site. 11. Care should be exercised in handling, erection, and installation of trusses. 12. Camber is a non-structural consideration and is the responsibility of the truss fabricator. General practice is to camber for dead load deflection. 13. Refer to On-Line Data's Ch. VI~B for joint details. CD 1994 ROBBINS ENGINEERING ~ ROBBINS ENGINEERING, INC. Bringing you the best of botb worlds INATIONAL HEADQUARTERS: I P.O. Box 280055 Tampa, FL 33682-0055 (800)282-1299/FAX (813)971-6117 I REGIONAL OFFICES; I 3616 SOUTH RD., STE. C2 1219 EXECUTIVE DR EAST MUKILTEO, WA 98275 RICHARDSON, TX 75081-3126 (800)532-9404/FAX (425)347-5928 (972)238-9609 /FAX (972)669-9472 , INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS JOB ADDRESS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD &~ ~ ~d,l ~ ~- . . I TYPE I OCCUPANCY I BUILDING PERMIT NO. qq DATE ISSUED OWNER CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J INSPECTION DATE INS ECTOR Footings Caissons Reinforcing or Monolithic Weatherproofing -/, POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete "'lab Floor: Electrical (Ground Work) ole. eft j ~.r... Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation oK... tJ./~ ~v..u- (above must be signed prior to framing inspection) Framing Insulation Drywall nailing Roofing Refrigeration Electrical underground Electrical Plumbin Heatin & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping r; -c PAN Y NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER F R o M T o HOPE LUMBER & SUPPLY COMPANY 5920 LAMAR STEET ARVADA,CO.80003 (303) 424-7716 ~ O\\I\D DAVE EVERHART HOSKINSON RES. MARK QUAN TITY 3 1 A AE ***** ***** TRUSS TYPE: PITCH/ HEIGHT 7.92 7.92 4.3 4.3 12/2/99 3:53:28 PM PAGE: 1 OF 1 QUOTATION NO: 4467 DESIGNER: CHRIS NELSON SPECIFICATIONS DESIGN LOADING: 30/10/0/10 STRESS INC: 15% SPACING: 24" SALESMAN: JOB SITE & OTHER INFORMATION LOT/ADDRESS: SPAN FT-IN-16 24-00-08 24-00-08 OVERHANGS IN-16 IN-16 0-00/ 0-00 0-00/ 0-00 SIZE TC BC 4/ 4 4/ 4 QUOTEJ P~ICE VALID FOR 60 DAYS PRICE INCLUDES TRUSS HARDWARE AND DELIVERY ***** *""'*** cn/everhart/hoskinson/4467 part 1 of 1 p# 4467/ ~ 3 4.3 A 8.00 24-00-08 00-00 00-00 4/4 4467/ ~ 1 4.3 AE 8.00 24-00-08 00-00 00-00 4/4 !I. 'I I O~L1NE PLUS - Summar~' I'II!;::e Trusses Report Dale 12/02/99 Page:1 Total Board Footage = 235.67 iEC 03 1999 10:29 RM FR ROBBINS ENGINEERING 972 9606 TO RM-RMERICRN LUMB P.01 Permit Number: __ ~._.. .__ ______ Lot Numbor: Index Page 1 of 1 ---- ..---' ..--. Ml.ocellaneous: Address: The informalion in this box is for administrative purposes only and is not pan of the engineering review. Truss Fabricator: !Hope Lumb'e-i',ind S~pplY .. -- _ _ . Job Reference: 1i1~?..~ CN/EVERHA~I/HOSKI~~ON/4467 -I ROBBINS P.O. Box 280055 Tampa, Engineering Index Sheet FL 33682-0055 Phon. I ENGINEERING, INC. (813) 972-1135 Index Page 1 of 1 Job Number Specification Quantity 199120215 2 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for individual truss components fabricated in accordance with the listed Incl attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is che responsibility of the Building Designer, as defined in ANSlfTPI 1-1995, Sec:lion 2.2. Permanenl files oftne original Truss Specification Sneets are maintained by Robbins Engineering, Inc. Queslions re9arding Ihis Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. Spec" Number Mark Spec. Number Mark Spec. Number Mark Spec, Number Mark r-". 001 I 002 ~_: DEC 03 1999 10:29 AM FR ROBBINS ENGINEERING 972 9606 TO AM-AMERICAN LUMB P.02 T99120215 U#Ol06 J#4467 M&<k Quan Type A 3 4.3 CN/EVERHART/HOSKINSON/4467 Span 240008 I'l-Hl 8 Job e6 1-15 OG 14- 6- 6 l-iO 1-12 ,- I I A .,fiB a~ 1202 U: 6016 5;>;5= . .1- elL E :';1 3x.,:::3x6= D ~~G::; Engineering Left OH o Right OH o ALL PIJl.TE,S ME: LOCKZO Ai,\PROX. TRUSS WEIGHT: 135.2 L5S On11ne Plua -- Ve~G1on 3.'.006 _R eSI I' (LaS) HlllST K@2ND lWN DATE: 12- 2-99 TOP CHORDS A-I' .74 1676 C 404 -3673 cn SIZE t.CMBER 1.1SFS F-B .73 1390 c 3673 -1502 TOP .74 2X 4 SPF-1650'1900 B-G .73 1390 c 1502 -3673 BTM .55 2X 4 SPF-1650 1900 G-C .74 1676 C 3673 -404 ""S .50 2X 3 SPFS-STU 759 BOT'l'OK CHORDS REPEUTIVE MEMBER STIlESS USED. A-E .55 1431 T -404 -1666 $-Sl _40 944 T 1666 -1276 u.nllAL BIlACING: Sl-D .40 944 T 1276 -1666 IOp CHORD - CONTINUOUS ll-C .55 1431 T 1656 404 BTM CH01lll - CONTINUOUS WZIlS ONE BIlAC!: - E-B B-D F-E . 631 !r E-B = S99 T TRUSS SPACING - 24.0 :IN. B-D ~ 599 T O-G . 631 '1' OG 14- 6- fj HO J.-J.;! 4)t"'~ c SIR " " w!3oe R:1202 [.1: E;o.6 t~t-...- .~; 4- 9 12- 0- <1 17- '..15 2..- 0- 8 ! ,~C'9:F'2-..J.-_._,--2':_--"r"J_l_,,,"+=---,- 5- ,'-11 ~-~...l=-...'---1 9-~-2 1-1"8-11 24-0-8.1 ...n...--24- o~ 6---- ~~ STANDARD LOADING LUMBER ST.RESS tNCREASE. 15.0' pt.A'1'E STRESS INCREASE' 15.0' LO.MING LIVE DEAD (PSF) '1'01' CUD 30.0 10.0 BTM CllD .0 10.0 TOTAL 30.0 20.0 50.0 SUPPO~!r CRI~~~I1 JT REACT WIDTH JT REACT WIDTH I.IlS IN-SX l.IlS . IN-SX A 1202 3- 8 C 1202 3- 8 LOAD CASE t1 llBC t.I. CHECK LCHBER STRESS INCREASE: 50.0' Pt.ATE STRESS INCREASE' 50.0' LOAI)INC, LIVE DEAD (PSF) ~OP CUD .0 10.0 DTM CBD 10.0 10.0 TOTAl. 10.0 20_0 SUPPORT CRITERIA JT REACT WIDTH JT LBS IN-SX 721 3- B C A GIRD LEFT UN - 12SX 30.0 REACT WIDTH LBS IN-SX 721 3- e RIGHT lIN - 12SX DL+LL DEFL = . SO" IN D-C LL DEFt. = .23" < BP.G-SPAN/240 Sp~/DE~ (DL+t.t.) - 576 .. SEE REVERSE SIDE OF !rHIS .. .... PAGE FOR IMPORTANT NOnS ." PI.a.UNG CONFORMS '1'0 UIlC ~SI\ !rPI PLATE VALUES BASED ON IC80 APPRO Gall' VAl.UE:S BASSO ON SPFS & DFI. (GROSS AI<EA TEST) PI.a.TSS - 20 Gl<UGS LOCI< GRIPpING 514-250 PSI pER pAIR INCI.UDES 15.0' INePXASE 'l'ENSIOl'I 1339- 465 I'Ll P~1l PAIR SHEAR 794- S06 ~LI PER P~R J'J: TYPE pt.ATE SIZE X Y A B 3010 5.00 X 5.00 cn en C D 1010 3.00 X 4.00 cn cm E 1010 3.00 X 4.00 cm C!rR F 1001 .2.00 X 4.00 cm CTR G 1001 2.00 X 4.00 cm C!rR Sl 1100 3.00 x 6.00 cm .2 ONlINE PL.Uslm "e~gn: 3.5.008 SMlneetlna .1"I:lr1riI11 1,nlSlQ 1":.0-:\1 PM P,QI'l" 1 Scale: 0.201" = l' lionS: ,. TRUSSES KAllUFACTUPoEO BY - Hope Lumber , Supply 2. EMPllUCAlo ANALOG IS USED. 3. WIND LQNOS - ~SI/ASCE 1997 TRUSS IS DESIGNED AS A MAIN W:IND-FQRCE RES SYSTEM WIND SPEED - 100 MPH KE.!\II ROOF HE IGHT - 25' EXP08URE CATEGORY - C OCCUP~CY CA~&GOIlY - 1 ENCLOSED BUILDING. OCEANLINE DIST - 100 MILES 4. ANCHOR 'I'RlJSS FOR A TOTAL IlOIlIZ~ LQNO OF 404 I.IlS. 5. P'AS'l'EN TRUSS TO SRG A FOR 646 LaS OF UPLIFT, WIIII.Il: i'EllKI'1''1'ING NO UPWA.'ElJ) MOVEMENT OF WALL OR BRG. 6. FAS!rEN muss '1'0 BIlG C FOR G46 I.IlS OF UPLIFT, WHILE PERMITTINC NO UPWARD HOYSKSN'l' 01' WALL Oil BRG. DEC 03 1999 10:29 AM FR ROBBINS ENGINEERING 972 9606 TO AM-AMERICAN LUMB P.03 '0>> T99120215 U'0106 J#4467 ><ark Quan Typ@ AE 1 4.3 CN/EVERHART/HOSKINSON/4467 Span 240008 Onl1h8 21ua .. Ver~ion 3.5.008 R~ DAfE; 12- 2-99 C3. SXZE ~UWBla 1.1SFB 70F .2' 2% 4 S'P-1SS0 1'00 B'l'M .10 2% 4 SPF-16SG 1900. WBS .27 2x 3 SPFS-S~U 75' REPE'l'I'UW !IG:lOD S'rRESS USI:D. LATERAL ARACING: 'fOP Cl107tD - COIl1'INUOOS 8'rM eBORD - CON'l'INOOUS ~auss S'ACINC. 2..0 IN. STANPARD LOADING ;t,QIGBR S'lUSS nlCJUt).$B; 15. 0" ~~TE STRZ$S !NCREAa~: l~.g, LOADDfG LtVI: DUJ> (PSI') ~p CBD 30.0 10.0 B~ ellD .0 10.0 ~~~ )0.0 20.0 50.0 SUl-PORt CU'mll.IA ~O!fttNTJOUS BBTWEXN IN'l'S a. "e LOAD o.s~ 11 'OBC LIo CHECK L'OMBD SflUUiiS; :rNCllUBB: SO. O. P~E S'l'~SS IMC~SS: 50.0t ::t.OAIlDlS LYVE tl~ ('51") Wi' CBD .0 10,0 B~ CHD 10.0 10.0 ~~ 10.0 20.0 30.0 SOPPOR~ ~~ZR!1 comDft100S !I~~ mTS A ,C ~%JD :t.EFT RIGA'!' 11M - 125% lrK - 12SX ......~ CSI P(LBS) M@lS!' wez~ 1'OP CIOPDS .OS 3'2 C -17' .OS 323 C -158 .03 ~75 C -70 .oa 223 C -88 .OJ l8G ~ 45 .05 182 % 44 .06 251 T ~23Q .12 36. W -88 .29 2" T 389 .29 277 ~ -1"8 .12 369 ~ ~89 .06 Z~? T -88 .05 151 T -%30 .03 60 T 44 .03 97 C -BS .03 1~1 C -205 .os 24' C -167 .OS 356 C -386 A-D D-I '-J J-. .-N N-P P-R R-7 .-. B"I. 118-I"F II'F-btl PP-BB ""-. .-x x-v v-. .--c DG 14- 6~ 6 HO 1-l2 r 6- 1-15 I 1- r 1)(4:1 l)/<!.!lllll 'I'5xS= . 'I ,x<" 1:c4!1 N L l::c~li TC J Pl-Hl 8 Engineering Left OH o Right Oil o DG 11- 6- 6 !-!o 1-12 1x4!: , GS7 GS'II 0<8 OS' Gs6 GSS OS. os <PI TC 'g' EPl;;--__ H: g:L. 'I'C hAd! X ~S3 :3l(4~ C E I K MoO S U II GG Ee CC AA Y W G hco1111~411 10.:411 h:4111x~;11",41' SKS= b1.41'1x41! t:oo;4:1 1)(41; 1x4111..:41: 1x4: 1x4111)(1" St'L .s. 7. .. .. -u -37 .. -389 1968 -3gg .. 2'. 202 -u 07 16' ,.. ,.. 24- 0- 8 ""':'!o,,;"a---1-t!=--P:: 4_. 24- 0- 8 I J ._.._~ -----.-.-.- ..--21- 0- 0--.'. ALL P~TES AR~ LOCK20 APPROX. TRUSS WEIGHT: 191.t! ~es -~ cst P (US) MUST M@2ND BOftOM CBOIlPS A-E .1. 36. '1' >4. " 1-% ..0 3U'l' -1' -u ,-. ,00 314 l' U -31 '-M ,.0 3U '% 31 -n M-O ,.0 364 '.! 30 -,. o-ll ..0 364 or 35 -35 go' ..0 !64 'f 3S -,. SOU .00 3ti4'l' .. -31 tJ-u .OS 3'4 'f 31 -31 II-IIG .00 364 r 31 -,. G~-U .00 364 't .. -35 u-cc .OS '64 ': 3S -3S CC-AA, .00 Ue'l' 3S -36 M-T .00 364'l' .. -31 T-W .00 364 l' 31 -u W-~ .0' 36. T U 10 G-C .10 364 T -16 -3t9 NEIlS Z-D 181'1' 1-. U8'! z-, 157 T M-L 1$4 '1' O-H 153'1' g-o = UiS'l' s-~ 115 'l' u-~ Ule II-D. 131 C GG-I"I'X 1'51' D-I)t1_ us. CC-.B- 153 1: M,-Z . 154'1' T-X . 1S' '1' w-v . 130-r ~-. . 1911' tJL+LL DEF'L = .01" AT >> ~~ ~.~ < B8G-S.~/240 a'AN/gZFL (DL.LL) - 9'9 ....- sa ~Iil: S.IDE OF TaZS 11-. U PMI: roa 1:MllOIl.'!D'! NO'l'.' .. pLJ.!IM' CONI'OIOCS ~ OBC &>>U\'1'p:[ PLan. 'YAL'OES Dsm OM' tC8C APPIlO GaI:t "4LUES BASZE! 011 SPFS , Dn. (GROSS ARJ:II. 'fur) p~ - 20 ~G& LOCJIi GRlPPING 514-250 PSI PEa P~R mcLWI:S 15. 0'" INCItSAS& TEMSIOW 1339- 465 PL% pza p~a .~ 784- 50S ~~~ PEa Pa%Jl. J"r '.!YPE- I'~TE SIZE X . A 2003 3.00 X 4.00 '.0 3.' . 3000 5.00 :It 5,00 ""R cu e 2003 3.00 x _.00 '.0 3.' D 1003- 1.00 :x ".00 c:Ta en " 100:1- :1..00.X &.00 en eu F 100:1. 1.00 :z 4.00 ~... en G 1001 1.00 X 4.00 e.~ C'r1l . 100:1 1.00 ~ 4.00 """ en % 1001 LOa " 4.00 cu """ , 1001 1.00 :It 4.00 cu en ONl.INf: PLUS,m Vet:flon: 03.~,OOe Engineering ~PQfV8jl 12121S9 12:351;:\l5 PN Cllw'I.1 nr., Scale: O. 189N;: l' Z lOOl 1.00 :It __DO eu eu L 1001 1.00 X ..00 ell< cu M 1001 1.00 x 4.00 en en N 1001 1.00 :It 4.00 ell< en 0 1001 1.00 x ".00 en cn 0 1001 1.00:11: 4.00 eu eu II 1001 1.00 X &.00 COR ~.~ ~ 1001 1.00 X 4.00 C.~ el~ s 119~ 5.00 X 5.00 2.S 3.0 . 1001 1.00 x 4.00 C'I< COR U 1001 1.00 Z 4.00 eu C'~ v 1001 1.00 Z. 4.00 c... ~n " 1001 1.00 X 4.00 C'r~ C.R x 1001 1.00 x &.00 CU c.~ y 1001 1.00 X 4.00 en CU . 1001 1.00 x 4.00 era C'r1l ... 1001 1.00 ;It 4.00 C'r~ C.~ IB 1001 1.00 X 4.00 "".. COR ec 1001 1.00 X 4.00 COR e.~ DD 1001 1.00 X 4.00 C'r1l COR D 1001 .1.00 % 4.00 C'l~ C.R IT 1001 .1.00 X 4.00 cu eOR c;G 1001 1.00 X 4.00 ""~ C'R n 1001 1.00 x 4.00 ""~ C'r~ u 1001 1.00 z. 4.00 """ C'r~ DEC 03 1999 10:30 RM FR ROBBINS ENGINEERING 972 9606 TO RM-RMERICRN LUMB P.04 T991io215! ull0106 JlI4467 Mo.k Span 240008 1'1 H1 8 Left OH o Right OH o I Engint!tting Cont. Quan Type ;fir 1 4.3 CN/EVERHART/HOSKINSON/4467 ..- lfO'l'ES; 1. 'n11s,sZS MalItJI'AC:'fuaED BY - Hope J.lIiU... i Supply 2. DII':l:P.tCAI. ARALOG IS Oszg. 3. ~ ~s - ~st/~eR 199' 'rRUSI XS P8SIeMED AS A ~ WJ;W-FORCZ JU:S S%S'lEM vnID SPEED .. 100 J!l!PII KIN1 IlCOI' RIGIl'r .. 2.5' UI'OSt.JU CA':EGORl' .. C OCCtrl'AlfCY CATEGOJU' .. 1 ENCLOSED B'lJU..O:tKlJ. 0CEANI.na: l).t8T - 100 taLES I. Hao.. 'l'IWSS i'OR " "O~AL IOalzOHTAL LOAD OP 116 LDS. S. .ASTER ~OSS ~O BRG ~ I'OIl. ct US: or ~~1". WBILE PBJU<<I'fUHG NO UPWU,D HOVDIEN'r O!' W11.L oa 3Rt. 6. BS'fEN 'lIl'DS$ 1'0 SRG E rea 165 LaS OF UPL.tFT, WIIIU PERHI'!!'ntC lIO UhO.RD ICJYDmN1' 01' 'IGLL Oil B~. '. 1'AS'nH 'l'lW'SS fO RG :t 'FOR 106 LaS OF UnIE'T, WIIIL!: :tBltM.t1'1:'lJi'G WO VI'9IJUm MOVDmIIT 01' Q.LL OJ. BaG. 8. rAS'rEM' TaUn 'to N/,j & FOR. 131 LBS OP Cn.%ft, WILE 'mIN%'I''Z'Z''NG lfO 0l'W2\1U) NIO\'IMIlft or WJU.L OIl BRG. 9. rAS':Df 'tIWSS TO BIlG M I'0Il. 2,26 loBS OF l1P:LIF'I'. nILE .EIMUTING NO OI'WAJU) MCVKNIH'! 01' 1O.f,.L OR aa~. 10. I'AI'l'Dl' '1IU1SS 'ZO BRG 0 FOR. 125 LaS O? tl'PLI!'T, WB3:LE .DHtnnta NO t/PW2W) tcIYDCDI'l' OF WALl. OIl BltG_ 11. i'AS'l'DI 'I'lt'D'SS 'to B.ItG Q I"OJt. U8 LaS or tJ1'LII't. WHILE nJlK%ftIJfG NO Oi'WARtl YOV'DCDft' 01' W'AIoI. OR BRG. 12. 1'A1'UiR nvss TO. JlRG S FOR. 1017 LBS OP UPUft. wmLB llDMr'l'rtNG JlO gI'QIW MOYDCDn' 01" WAS.t, 0.. 8M. 13 _ 1'U!'D1 nuss: 'fO laG CC POR in us or UJlr.l'FT. WIlLI 'DH%'l't:r:NC. NO UPWARD MO'lI:II!Dft' 01' MILL Olt UG. 14. ns'fmf suss 'to BIlG U !'CA 138 US OF un.In. WB..tLZ llUMI:n:t1'G ..0 'l71'WlUUl liICftI'DmlI'f 01' tD.1.L OR. '81lG. 1S. I'JL$'Z'P 'Q,1,JlfCJ 7:0 mui CC: ..oil. 125 loBS 01' 01'101". WBILE PDMl'ftDlG NO tJ!I'W1lU) lC1U'IMDI1: or DUo 0'" .I.e;. 16. nsnDt rauss TO BaG AA FOR. 126 LBS or UPL1'" , WIIILE PERMI'l"Ut'G xc UI'tDJU) HDVDmlf'f OF MALL Oil 81lG. 17. I'AS~ 'ntD'SS !to .B.G If roll. 131 L8~ 01" 01'1.%". nxU tzIUa'J!!rIRl; JIO tJPWAiU> MOVDGiIft' 01' lGUoL Oil BIt.G. 18. 1"ASft2f BUSS 'rO BM V FOR. 106 loBS or 'O'PLIn, WBIt.E nlQlI"l'Z'lNG NO UPNJUU) ~OFlIJl.L.LO.:aIbj. Jot. I"M.D' TlW5:i TO BIW G I'Oll 11. t.BS 01" UPL11"'1'. ..xLI: l'DKI'l"1'DIG NO tni'WARD lC7V1I:llI3f'I or 1IALL OR BaG. The transfer of loads to the roof Diaphragm and bracing for horizontal wind loads is the Responsibility of the Building Desiiner , ONUNF. PI t J..;;lm v.............. ....."1....,"" ""....1......"'..... 0.._";. ."..._ .........-....... ......~A.. ~.. Certificate of Completion AND/OR Compliance CITY OF WHEAT RlDGE 7500 W. 29TH AVENUE WHEAT RlDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 20408 ADDED DETACHED GARAGE OWNER: TIM HOSKINSON ADDRESS: 4611 INDEPENDENCE ST. PROPERTY ADDRESS: 4611 INDEPENDENCE ST. DATEJAN 12.2001 CHIEF BUILDING OFFICIAL ZONING ADMINISTRATOR " '" , ." r- ." n 0 cu-< 3 0 m '" 0 :'i: ~",,,, rt '" ~ 0 Z CD """Vi' Z .... ." .... Z ~3n c r- m '" m g;::tco 3 I '" m 0 '" )> ,,;::! cr m :1 Q (lc~ '" ." V> -I ~ 3 0' " 0 n )> 0 '" cr '" r- 1!1 '" r- 0 _",rt N 0,'" ~ ::!:l 0 u~" <::) '" :I: 3,,'" ..,. 0 m <::) CD Q.~. <::) Z Z V> VI 00 Cl V> ^ ~o~ ~ -,,~ 02 ." :z ~ u rt o 0 C VI :;:,'" o 0 '" '" ..,. <::) ~o~ c:r ." OU rt 'C W f1) 0"\ :z w" 0 ~"'rt "'" V> M- ~ )> rt,,,, .Q ro m '" ~ 0 ::r~ro ('j -~ I.... 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Q, NO --- 0' ..... "u N -', --- "", <::) "'3 ..... '" -. ,,~ 0.'" ~ O. rtc "'" "'0. '", " ~rt ~'" ~'" 0.", -cr ~o "" 0.", DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 9253 7/30/99 Properly Owner: Properly Address: 4611 INDEPENDENCE ST Contractor License No. : 20408 Company: Tim Hoskinson 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 heat Ridge ordinances, for w rk nder this permit. (OWNER)(CONTRACTOR) SIGNE DATE ?-deJ~ Description: 8' x 24' addition to east end of home and new roof BUILDING DEPARTMENT USE ONLY Approval: 8M Zoning: R-2 Approval: OM Okay Phone: 424-3558 Phone: 424-3558 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $9,730.00 $181.25 $0.00 $145.95 $327.20 Use: SIC: Sq. Ft.: Engineering Fee $75.00. See PW review sheet Approval :GK Occupancy: Roof: Stories: Walls: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval : Expiration Date: Approval: Residential Units: Mechanical License No : Company: Expiration Date: Approval: 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. This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 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 ofthe/'ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bU."i.lad,in. codes o. r any other ordinance, law, rule or regulation. ,/#~ Chief BuilCling nsp~ti6r (1) (2) (3) (4) (5) (6) BUILDING PERMIT For inspection this permit must be pos ed on the site and visible from the stree TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth belw for the issuance of a Certificate of Occupany in connection with this buildi g permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessary correction of electrical, plumbing, mechanical and framing systems. Inspections are performed by the Build' g Division. 2. The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all esidential and nonresidential projects with an approved final drainage report and plan, a letter of ertification is required from the projects civil engineer of record. Inspection are performed y the Public Works Department. 3. The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant may be processed in lieu of co strnctinf said improvements. The Public Works Department performs these inspections or provides the . Development Covenant. 4. The completion of all required landscaping and related site improvement. Inspections are performed by the Planning and Zoning Division. All the above items must be completed and signed off by Planning and Zoning, Buildi g and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Div'sion does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occ pancy of the structure is not permitted until the Certificate of Occupancy is issued. (Unfiform B ilding Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the roperty which may be affected by failure to compete the above items and obtain a Certificate of Occupancy I have read, understand and agree to the foregoing terms and conditions. Date: 7-.30-9' Signature: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 9254 7/30/99 Property Owner: Property Address: 4611 INDEPENDENCE ST Contractor License No. : 20408 Company: Tim Hoskinson OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 424-3558 Phone: 424-3558 (OWNER)(CONTRACTOR) SIGNED DATE 7~""-97 Total: $10,310.00 $195.25 $126.91 $154.65 $476.81 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 a~ree 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 'dge ordinances, for under this permit. Use: Description: Add 24' X 30' detached garage as shown on print BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : 720 Approval: 8M Zoning: R-2 Okay Approval: OM Okay Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) 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 RidlJe, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed 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. 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shall notify the Building Insfector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bU.lilQir(~C7;od. ,e.. _o.,r,any other ordinance, law, rule or regulation. \..4' f ,~! _CC~__ ,.!./... .<.#" '_r."'C" " ~ (1) (2) (3) Chief Building Inspector BUILDING PERMIT For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth belw for the issuance of a Certificate of Occupany in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessary corrections of electrical, plumbing, mechanical and framing systems. Inspections are performed by the Building Division. 2. The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the projects civil engineer of record. Inspection are performed by the Public Works Department. 3. The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant may be processed in lieu of constructinf said improvements. The Public Works Department performs these inspections or provides the - Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspections are performed by the Planning and Zoning Division. All the above items must be completed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Unfiform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to compete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. Name (please print) _ Signatur3 '< ~ ~ Date: 7-3e!> -9"7 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 1-/7-11 7500 WEST 29TH AVENUE WHEA.T RIDGE, CO 80215 APPL\CI\'ID N - Property Owner:--r: M Property Address: J.j b II Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ;/06t. /W6e>/lI -:CWdep"'N../..""" '" E.r-- Phone: 303-'I;%'I-3S-S-fI p~,,~ ~: $03-/q~~-'7'~P?'r Construction Value: 91130 tnI' Permit Fee: - Use rax : 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.8.C.) and all other applicable Wheat Ridge ordinances, for w under this permit. Description: DATE7~/?~?9 Use' '8't~lf' ncld,'-f'fJ/l) -to [;/?-Gr Ek~(Y?", #e>A'I''E?~ / q(J. SC( F.,e> -f ft{.I1IE ,k/c!r..),'o/l.) - He"" Jel>"'; Total: (OWNER)(CONTRACTOR) SIGNED J h BUILDING DEPARTMENT USE ONLY ?;C!1!!!llli.~l!m~~ .., l'"/.it< /"'1 Approval : '~ Zoning: 12'"2.- ~~lnhOOl~~ t5}<-- tkn- 7/Z;p/rf Approval: SIC: Sq. Fl. : \ 't' q ~qb.l!qJrf.~"'~~ Approval: G Ie.. Occupancy: Walls: ) ~'~~,-,' ") '-- Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval: (1) (2) (3) 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 Rid\Je, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work. authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 da)'s. 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 fora new permil No work. of any manner shall be done that will change the natural now of water causing a drainage problem. 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 thel.ob. The issuan permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval or, any violation of the provisions of the buil . es or any other ordinance, law, rule or regulation. '. (4) (5) (6) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Nu ber: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE ate: 7-17- 9"l 7500 WEST 29TH AVENUE WHEA,T RIDGE, CO 80215 APPUCl\,IO N Property Owner: -r,'/n Property Address: '1/" II Contractor L' N In lias J../tVsoN r""4..;p..""d~t:-e ..;'- Phone: 303- -/;1./1-36'0'13 Icense o. . EIff'" " ,'303-M3t.-'1&. Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT .....,-- Construction Val e: #.?:crx' I hereby certify that the setback distances proposed by this pennit application are accurate, PermitF e: /0 :SfO. em and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or f)crn ~'-' J covenants, easements or restrictions of record; that all measurements shown, and allegations "--':>' made are accurate; that I have read and a~ree to abide by all conditions printed on this seT x: application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinan;2Zork under this pennit. To I: (OWNER)(CONTRACTOR) SIGNED~ ~ ~ DATE 7-17-'79 Use: /Jdel ;l~' X 30 '&l9lel9-?e 1/$ s).~...,??v I ~IV pl't-livt I 4!D:.. . . , , :l9 Description: .~($/7."10X 7Z0..srFf 10888- (7 ~ 0 59 rJe f",..~..J ~1I-"'H9'e ) 20% .:41;0' 3/1) L / - ~~ <I) ___1 BUILDING DEPARTMENT USE: ONLY j!:<i!i1Illr&~~ l' '1/11 /""9 Approval: ..'Pv'o Zoning: ~'Z- IDiI..EI1!Uf~C!"!!noo!~~ CPt-:- t7'r'h Approval: SIC: Sq. Fl.: 1 Zo ~ rZ~-rf eUQI,g~Q[KS1~(Ilments;] Approval: Occupancy: Walls: Roof: Stories: Residential nits: Electrical License No : Company: Plumbing License No : Company: Mechanical Lic nse No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: <') (2) (3) (4) (5) (6) This pennit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Col rado and to tile Zoning Regulations and Buildjn~ Code of VVheat Rid';je, Colorado or any other applicable ordinances of the City. This permit shall expire .f (A) the work authonzed is not commenced within sixty (60) days from issue date or (8) the building auttle 'zed is suspended or abandoned for a period of 120 days. It this permit expires. a new permit may be acquired for a fee of one. half the amount normally required, provided no changes have een 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 s spension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural now of water causing a drainage problem, Contractor S:?ha~1I not!.ty the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written appro....al on inspection card before roceediing with ~essive phases of thel'ob, i 'll>rmit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval 0 , any violation of the provisions any other ordinance. law, rule or regulation, DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA TION REVIEW Date: ?- 114 l't~ ( / Location: 4e, II ~~nc.e '?T . Attention: Building Department I have reviewed the attached materials submitted in application for approval of a Gla.(C.c::., (1 A A I f. oil at the above referenced address. Please note the summary comments below. ~ I. ./ 2. ...L. 3. ~ 4. -- 5. -- 6.~ 7. ----- 8. --- 9.~ 10...::::::.' 11. ___ 12. 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 X d. Site drainage/grading provisions have been reviewed and are: OK _ Not OK; refer to stipulations. NPDES Permit Required: Yes -.K.. No Public Improvements: a. street paving needed: Yes)( No b. curb and gutter needed: Yes X No c. sidewalk needed: Yes ~ No d. street lights needed: Yes ---K.. No e. storm sewer needed: Yes ---.lL No f. letter of credit required: _ Yes -2L No If a letter of credit is required, for what improvements? Amount of letter of credit: Subdivision Improvement Agreement required: Yes Development Covenant required: Yes If Yes, for Traffic impact analysis and report required: Yes State Highway Access Permit needed: Yes New roadway or alley R.O.W. dedication recommended: _ Yes If yes, what is recommended? All existing dedicated roadways/alleys meet the standards of the City:-L Yes If no, . ch do not and what is requested: AP R VAL: Th pUblirrks Department has reviewed this request and hereby gives ['ts ap ro aI, subject 0 the abo and/or attached stipulations. - I 1-} fit ;" Sign ure Greg Knudson Date I ' NO APPR VAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: ..!5.-.- No ...l:L No ~No ...k.. No ~No No -- Signature Greg Knudson Stipulations attached: _ Yes ~No Date "",,,,,,,h ,f PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 1-,/ \ 4 I ~"L APPlicant~$t' I V\~.. ~ Location of Construction 4 (p \ I ~f'l"=l\'DE:<Y--e Purpose of Construction (,Q.fQf' AA~-hOl') Single Family S Commercial DEVELOPMENT REVIEW FEES Development Review Processing Fee: $50.00 (for document processing) 00 $ ')0, - Single Family Residential Review Fee: $25.00 (for review of applicable technical documents) (Y) $ -ZS. - CommerciaVMulti-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for construction in right-of-way, final drainage report and erosion control plan). Development Covenant Fee: $125.00 (for document processing and recording) $ _0- $ _0- $ - ,,- $ -0- $ _ 0- $ - ()- Subdivision Improvement Agreement Fee: $125.00 (for document processing and recording) COOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: Class I = $100.00 Class II = $150.00 (for document review and processing) TOTAL REVIEW FEES: (due at time of building permit issuance) co $ -::6. - PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date The City of 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 CWheat 'Ridge LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE ~ ADDRESS 4G, \ 1 I npCYeN\d e.vlc!,: Sr Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s)of the public improvements at this address. ou have any questions, please contact me at 235-2868. :::e1i-i Gr g ~udson, M.P.A. Development Review Engineer cc: File (303) 234.5900 . ADMINISTRATION FAX: 234.5924 POLICE DEPARTMENT FAX: 235-2949 LrJrl,.. C",M-e~~~~ j,.;,r -li.:J c,JfJ~Ap'" IN,'II. N'AI"''G Jtj~r.kk ON, ,.+~ D~~ 'PI!.~~~r:'A~~~L 0/1 ~- . ~ rie.n . W6L.k /S I K;~pJQI-. . 19"'/ "JIIY J114'N&,v' 1'. J'ltAltAJ ~N# I # q. . . it'" t' ~5 .'. $". e~i~""&1' {;',f,,,kl"!. . ,fJ&.,I~e.4~tJi . .,~..",.... ,(,;" ,",,'''.-'':', .... ";r~~r'~!""- -# 10'. /rE.L, ~ /O"'f? #: 7 I'IE.C fl../D. " .$,d..~G#1A / ~IU h.t/ *~ ,..few , ':' ",,', ' ,'" , , ' '.:"L':"', ',: #'/-:3 - s'" 9. ()ll) PIe/Nr /) \?'~\'\ 9 Code Correction List ,C\'\ GY ~~1J\ July 15, 1999 Owner: Hoskinson Builder: Owner Address: 4611 Independence Street .1 Description: Garage and SFD Addition 1. Provide existing and proposed spot elevations around garage and addition. 2. Is there to be electric in garage? 3. Show existing electric service size and location. 4. Provide smoke detectors in existing house per USC Section 310.9. 5. Show crawl space vent locations and sizes. 6. All kitchen counter accessible outlets are to be GFCI protected. 7. Is half bath and pantry new or existing? 8. Anchor bolts must be 10 inches long with minimum 7 inches embedded in concrete. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Mor Codes Ad -~ - IMPROVEMENT LOCATION CERTIFICATE 4611 INDEPENDENCE STREET. (LEGAL DE5C1l:IrTlON fURNISHED ~y ClIEN'f.) eQginc~ng at a point 115 feet N~rth cf the Soutbe~8t corner of tho land conveyed ~ OeWArd B. Van Hoo..r and Minnie !. Van nooser to WilliAm S. Keiter and Alma S. H.it~r by de6d datod March ,. 1919, recorded ~rch 4. 1939 in B~OK 402 at Page J02, J.ff~r.on County. Cclorado rocords; thence w..t 330 t.et, tbance North leO teet, thence EQ$c ]]0 feet to tbe R.at line o~ land conv.y~d: CA.nce lout~ 100 t..t c. the point .. ~,!unin9, exo.pt1n, tb. zaat 30 t..t thareof, .11 .ituat. in and ~ir.g part of Jucbem's QArdon P~.c.. lo~crly platted J.ftQr~on County, Colo~ed~, with Chi non-exclusive .a..~.nt a. dQccr1bad in kok 1896 ~t Pa.ge 42, Co~nty of Jefferson, S~.t. of Colorado. .:;1 r---~_u,,,,-----"'" 0 . l-uU - uf I i- .1 00 r:J I 6<-Ac.C \.. ~ 1-0 ....1 Y:J 1<:;4:> \/ "/0 DUlJFOU"-,DED ME.TAL ",,"ED J \ ,-I '<:..1 I I f- W W oJ f- <) 2..'-.0' , 'B'i'?t..J' M T <i \-6TO"-, R?.At-1E- ~l DEhJ<-E.- I 1 _I D o o D W J 2 W C\ 1 ul D. W a 2 3"2-. C> I~N,-l '_ I I I- I I I I I : I I I I I I I I I I I~ eOA::A:O ""T -,OUlppJA\8OJJIQ :K1'-h~'I~~uI~D"- \ lip lIIU! J:Kl4S :l!lqnd 1l}0 JtI:lUl:lAlld}o dpo aro.g ~ 'Z JSl!J :llp 'S:lsn (llIlU:lpIS:;U JOd MD'J/o gpo:) lU1}0 <N)OE-9Z UOp:l:lS V--"... l"M~~a I]) -:r N1 -.'\ 'T NOTE, Property lines are based on apparenl right of wa~s and as occupied. It is advised th:1t a complete boundary survey be per- formed to establish exact property lines. CERTIFICATION: I hereby certify th~t this improvement location certificate was prepared for AUSTIN MORTGAGE INC., THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. Hurther certify that the improvements on the above described parcel on this date, JANUARY 20, 1998, except utility connections, are entirely within the boundaries of the parcel. except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no APPARENT evidence or sign of any easement crossing or burdening any partof said parcel, except as noted. FLOOD HAZARD CERTIFICATION: Based only upon my interpretation of the current HUD Federal Administration Flood Hazard Maps, but without benefit of actual erevations used in standard survey methods and declarations by iocal jurisdictions, the property described hereon DOES NOT appear to be located in a flood hazard boundary. . Map Dated 02-04-88 Panel No. 085079 0005C Zone B DATE: JANUKARY20, 1998 BORROWER: HOSKINSONS FEE: $90.00 JOB NO.: 0198064 LENZINI AND ASSOCIATES Professional Land Surveyors 7905 Zenobia Street estminster, Colorado 80030 (303) 430-0209 FAX (303) 430-0825 PAUL A. LENZINI PLS 11636 "+" CROSS CHIGLED IN CONC. W^\.I(JCUReI HE"'D "0" FOIJIID f'INJI'lN AND CAI' ,t,':~, .i,'t$'~.~.i...~~:c:& DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 A PPUc.P\'T I 0 N Property Owner: Property Address: Contractor License No. : Company: --- /,',.,., ij_/I /Y>f /-Io.sk /""'c~v .;C ,IV'/""p ......,I' ""'......e .. oS+- Phone :3CJt5~ o/";;t4-.3s6t3 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: )(8/:)0 <"D Permit Fee: Use Tax: 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, fa under this permit. (OWNER)(CONTRACTOR) SIGNED Total: DATE 7-)--9''1' Use: ~'/'? Approval : ~ Zoning: 12-'-z, f-z> .IS A'6 ~ 1> Me ~VG e Description: d, ,If-e.-'I-ge 14, Me! ~' Y;;'4'?-- N , BUILDING DEPARTMENT USE ONLY SIC: f'rt~pa;e'~ -:let-c,~h.U- .)';v\.~ '.""?"'<I"ku> v.......ft... ~\ c;t-k.c, CVtt~ v'c:""y ":>~.tb"-tJl.>-- Sq. Ft. : 720t ~",.." 1"f2. "M..~ IREClEllV .JUt 0 7 1999 Approval: Occupancy: ~ ~CA-tBP r. vJ. z. W:lt ~4- 149 Roof: ~\tNJ ~C6 r ----- ---------- Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) 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\Nheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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. No work of any manner shall be done that will change the Mtural flow of water causing a drainage prOblem. 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. The issuance of a permit or the approval of drawirlgs and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector ~i l)~ 1- >xf ~ u u ... 00 m m z: ..- ~t-~ g. a;:)- t=! ~. - >= ::!: .- '~\~1'5;~,b:i' ,~!;>::'~ Q) ., RECEPTI ON NO. F0552232 20.89 "....yeA '1"~~ 405 RECORDED I N JEFFER50~. COUNT~, CO.LORADO PG: 0001-002 2/06/98 12:35:04 W ARRANTY,.DEED THIS D.EED., Made this 30th between ~e1anie A. Kelley ,'I ";'<'i,iJi,H:.c ,day of January,;~, ,19 andSheldonr~~~ K~lley.;:. '-";"';':'" \, ..~ :', ',-..': :.',', .,'i,.,.fl'-' "J~,i' .98, ollhe County of Jefferson and State of Colorado grantor, and Timothy M. Hoskinson ~ /? ''''''~;'''lJ,;~'r~' <>'::i?~t;t:",~";>:' wbose legal address is 4611 Independence Street, Wheat Ridge, Colorado 80033 of the County of Jefferson and State of Colorado ,grantee: WITNESSETH, That the grantor, for and in consideralion of the sum of NINETY EIGHT THOUSAND NINE HUNDRED AND NO/100-----------------~-________________________________________ -----------------------_____________~.1,~---------------DOLLARS, ($98,900.00 ), the receipt and sufficiency of whicb is hereby acknowledged, has granted, bargained, sold and conveyed, and by these present< does grant, bargain, sellt convey and con.fi.rm,' unto the, grantee;' his heirs and assigns forever, all the real property to gelher with improvements, if any, situate, lying and being in the:;County of Jefferson . and State of Colorado, described as follows: .' "i':' ,1_;;~ The East 90 feet of the West 180 feet of the following described tract to-wit: :;'i~::~i:l.,~-"I~-' : Beginning at a point 115 feet North of the Southeast corner of the land conveyed by Deward B. Van Hooser and Minnie B. Van Hooser to William S. Heiter and Alma E. Heiter by deed dated March 4, 1939, recorded March 4, 1939 in Book 402 at Page 302, Jefferson County, Colorado records; thence West 330 feet; thence North 100 feet; thence East 330 feet to the East line of land conveyed; thence South 100 feet to the point of beginning, excepting the East 30 feet --Continued-- also known by slreetand number as 4611 Independence Street, Wheat Ridge, Colorado 80033 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and Ule reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND. TO HOLD. the said premises above bargained and described, with the appurtenances, unto Ute grantee, his heirs and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, bas good, sure, perfect. absolute and indefeasible estate of inheritance, in law, in fee simple, and bas good right. full power and lawful authority to grant.. bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessment<;, encumbrances and restrictions of whatever kind or nature soever, except for taxes for the current year, a lien but not yet due or payable, easements, restrictions, reservations, covenants and rlghts-oC-way DC record, IC any, . The grantor shall and will WARRANT AND. FOREVER DEFEND the above-bargained premises in the quiet and peaceable posses- sion of Ule grantee, his beirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, the grantor has executed this deed on the dale set forth above. ]J . ~ Sh on L. KeUey O~ O[JPA./ Me1~{ley ~ Kelley, At~~ STATE OF COLORADO KAY CADE NOTARY PUBLIC STATE OF COLORADO My Commission Expires 1I5l2OO2 day of January ,1998 ,by Sheldon L. Kelley and COUNTY OF JEFFERSON l l ss. l The foregoing instrument was acknowledged before me this 30th Melanie A. Kelley as Attorney-tn-Fact for Melanie A. Kelley My Commission expires: January S, 2002 WARRANTY DEED (Cor Pholographlc: Rtc:ord) (ASSUMFWO) nfl41.-t!-<LJ Fit., NRt0453C98 ~. x ~. \) ~""J!1!~ DEPAATNENT OF PLANNING AND DEVELOPMENT '. BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ." Building Permit Num er: 3327 D te: 6/24/96 Property OWner: KELLEY MELANIE A Property Address: 4611 INDEPENDENCE ST Contractor License No. : 17838 Company: Judson Enterprises DBNK-Designers Phone: 31-7828 Phone: 310044 .oWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT l/ler8bY Q8rtIfy lI1at the setb~ diStances proposed by thiS penntt application are accurete, IiIIld do not violllte applicable onlina__, rules or regul8llons of the City ofWlleaI Ridge or ~ensnls, easements or restrk:tions of record: that all measurements shown, snd allegations made are accunate:. l/ulll have _ and abtde condlllo nted on this .~icatIOn, end that I ....ume. filII respons . for , al Ridge Building Code (U.B.C.) end ell other applicable a Idge 0 under thiS penntt. (OWNER)(CONl"RACTOR) SIGNED DATEt-2Fyt Description' Construction Valu Permit F Plan Review F Use Ta $9,783.97 $117.00 $0.00 $117.41 $234.41 BUILDING DEPARTMENT USE ONLY SIC: . Ft.: Approval: Occupancy : Walls: Roof: Stories: Residential Electrical License No : Company: Plumbing License No : Company: Mechanical Lice No : Company: Expiration Date: Approval: . Expiration Date: Approval: . Expiration Date: Approval: . (I) ThIIIlO!I1'Il_ _In &cx:oRI&nco wI1I1 thepnwlslons set forth In yopur SPl>IIo8IIOn and II _10 the Isws of the _01 ROIl_and llUIIdIna COde of WhfIBt _, COkndo 0< 001 olhor 8ppIlCibIo ordInoncoa of1he City. (2) ThIS pon1liIohllloxpinl W (A) the _ 0_10 noI commenced wIt/lln oIxty (eo) cloys from IsaUl - or (B) \lie building -tlr'~,:.:e' (3) "lhIo ponnIt IllP!M, 0 _ _ be acquired for 0 fee of one-hsIf \lie omount nonnelly requll8d, provided no cho,.s have ~ln8IpIona oM and 1Iff"'- 0< _nt has noI_ one (I) yeor. "changes are mode 0< " _one (I) yeor, fuII_...1 bejloldforo_pormIt. (451 No _ of IIffmonner- be done ths1w111 changO \lie n8lunal flow ofwafsr eeUSI=:r probIom. ( Controclll< _notifY, the ll\IIIdInllln~ _'four (24) hours In advonee for all '. and _ rocoIve _ approval Inspection canlbofore (6) 'il:~" :"':::-;~J:::oIaithe oJ:....nga and specIIIcatIonl ahall not be oonstruod 10 be a ponnIt lOt, nor an approval of IIff _ of \lie ~ 0< anyolhor , law, rUlo 0< regulation. ullding Inspector HIS PERMIT VALID ONLY WtIEN SIGNED lilY THE CHIEF BUILDING INSPECTOR 0 MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ~e ~dol').t md AN;-e. IL-.-e \I e<j Property Address: .lifer I ]:'I'\.lq:>~ce.. Contractor License No.: '78~~ Company: ~ ~'t:Xs1IN~C; Phone: </31- '7f 2.:1 Phone :f!g).J5J--t)oL/C{ 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 com iance wit e Wheat Ridge Building Code (U.B.C.) and all other applicable Whea Ridge nan , f ark under this permit. (OWNER)(CONTRACTOR) SIGNED DATE ~-,;JV-% Description: 'v i "-ll.{ Construction Value: Permit Fee: Plan Review Fee: Use Tax: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: ?6t1itl-g'j~"itj"m.!fn~~ Approval: Zoning: Bu.i!l!!rygjQOI!llfi"l1i!tlI:; Approval: P(jblie1iWPfKS'l~i)l)1l1jlJJi~-;] Approval: Occupancy: Walls: SIC: Sq. Ft. : Roof: Stories: Residential Units: Plumbing License No : Company: Mechanical License No : Company: Electrical License No : Company: Expiration Date: Approval: I!EI ~:.I'I!flJs~~~1!It"e1!B Expiration Date: Approval: II! l!J~llI"ns1~lfCllilrj[d_ Expiration Date: Approval: III ',.\PJajjll~~eqliltel:l_ (4) (5) (6) 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 wtIeat RidSle. Colorado or any other appllcable ordinances of the City. This permit shaH expire if (Al the work authonzed is not commenced withm sixty (60) days from issue date or (B) the building authorized is suspended or aba~doned. for a period of 120 days. . . . .' 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 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. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION