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Home My WebLink About3900 Garland StreetINSPECTION RECORD Inspection online for http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via ion Inspections will not be performed unless t is card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: 2oi%� �� ADDRESS: (�C� (;u�� JOB CODE:�;�� Foundation Inspections Date Inspector Comments 201 Electrical / Cable/ Conduit Initials 102 Caissons / Piers 103 Footing / P.E. Letter ,o 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation a / Stucco Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. ,o 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground a / Stucco Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing ,o 304 Sheer Inspection 3 306 Mid -Roof fib. —L4, a / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential - -- 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: - ADDRESS:, JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Land scape/Park/Planning* 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Comments Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. ► ' . City of Wheat Ridge Residential Roofing PERMIT - 201708317 PERMIT NO: 201708317 ISSUED: 10/16/2017 JOB ADDRESS: 3900 Garland ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed asphalt shingles with ROOF DECKING - 39 sq (35 sq pitched / 4 sq flat) Pitch = 4/12 *** CONTACTS *** OWNER (303)456-5921 HAMBRIGHT KIM M SUB (719)488-2800 Gerald/Teresa Fristoe 160257 Integrity Roofing & Painting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,069.88 FEES Total Valuation 0.00 Use Tax 274.47 Permit Fee 267.70 ** TOTAL ** 542.17 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. ' City of Wheat Ridge Residential Roofing PERMIT - 201708317 PERMIT NO: 201708317 ISSUED: 10/16/2017 JOB ADDRESS: 3900 Garland ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed asphalt shingles with ROOF DECKING - 39 sq (35 sq pitched / 4 sq flat) Pitch = 4/12 I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specification applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authc by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction this permit. I further attest at I am le ally authorized to include all entities named within this document as parties to the work to be perfrm ed that all to be r o d is isclosed in this docum/ t or its, accomp nying a proved plans and specifications. if \ �A iJ � Ir�7/01V-7 Signature of OWI " or CO>KRACTOR ( ircle one) Date ' 1. This permit was issued based on the informati n 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 original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and 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 change of 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 mll 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 it for, or an approval of, any violation of any provision of any applicable code or anyor mance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official We REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INTEGRITY ROOFING AND PAINTING, LLC A Colorado Limited Liability Company Colorado Springs Office Denver Office contact(a)integritvroofingandpainting com 115 North Union Blvd 7900 E Union Blvd, Ste 1100 Office: (719) 488 - 2800 Colorado Springs, CO 80909 Denver, CO 80237 Fax (719) 488 - 2860 ,9'f hJ � ly� r5 f I Denver: (303) 209-0152 v/ Owner: Project Manager: Jp�0,; aZA"v r. o Address:.29p®_am, I ,J a5? , Project Manager Phone: -119, , 23 - 32jK / City/Zip: \J�, P.. Insurance Provider:_U o,- �s - S Client Primary Phone:�'7.�- 'Z 0 Insurance Adjuster: �<f 5 �OV !l o1iv+ CIA c Client Alternate Phone:" nZy f - !j " - ,%� Claim Number: W 19,6o 1'7 <a --1. - Client `� 9.3 - Jg _ Adjuster Phone: —90H:7 WE HEREBY PROPOSE TO FURNISH*EABOR AND MATERIALS ACCORDING TO THE SCOPE OF WORK SPECIFICATIONS BELOW: Tear off: -1- layers of composition layers of wood on '1>c house garage other Apply Decking: " OSB Shingle Fasteners: C,0�T Type of Nails I Nails per Shingle Install Plumbing Jacks: 3 in 1 4" Retro �►^ Replace Exhaust Vents: 4" 6" 8" VAc- 9-+ 1 V Felt: 15 lb. 30 lb. ynthetic Underlaymen , I Windstorm Starter Strip: 3W_ Eaves >C- Rake Drip Edge: ZX ! &&,!ne r Color �1 _ rc. � � o _. � Type New Valleys: 1/2" Cut closed Water Shield in valleys Re -flash Chimney with: Step Cricket �� IWS Counter Install new flashing around skylights: Step Diverter IWS Apron Attic Ventilation: Ridge Vent Roof Box Vent Turbine Vent 11�1N_c - Valley Metal Install side wall flashing: Step Flashing Ne Ice and Water Shield Kick Out Ridge Cap: \ e6n:*. Shingle: ��1�-�a�- ��.o /V%—C't�,,u"a� Cplor Paint roof vents to matchey Yard will be magnetically swept for nails / Clean up yard and haul off roofing debris z/ I acknowledge the colors I have selected. Client Integrity Roofing and Painting, LLC ("we") will perform the Scope of Work for the Total Contract Amount (to be _deter_mined)_ which is_estimated to be _ _ allproxlmately $ }� QI I .��/plus any approved insurance supplements •11311 solnt,goaur t, 111 llnsai lltm wauaCud Xlounl u Jo ainpug qua-dnd diaugl .L I 113011$ poolsiapun put, pt,ai anuq not ssolun losiluoo slgl 112's lou oQ •sIg2p lu2ol mo,i 2IIru73ouoo Caurollt, U9JO aolnpu ail mt,lgo no (puaurruooai am p11e `pulx f-119 Jo aolApe lu8al not 3A19 lou lllnn put, 11aA19 lou anuq am :a3/APV Jn8a7 '9I •spluMu sa2rurt,p paluprnbrl gl!m pauon3trus oq Aunt fgilu 111apgII03 JO got,3Sq `aouunpu 111 alt,urllsa o1 11no.II1P 8v139 uolluuuoJul SuiBt,ndslpJo loaJJ3 oqL •auius of loafgo of f1lunuoddo ue puu a.msolostp g3nsJo aollou aauunpt, ,sit,p (pI) 1131 uan12 s1 Clit,d asianpt, aql put, iapio lmoo io uuoodgns 1nJmul ,Cq pazmbai os J1 siaglo of (q) io °sioslApu luloueug puu xt,l `s (auiolle of (t,) of Crussaoau ilgt,uost,ai st, apuur aq Cuur aollt,uuoJul It,lluapg11oo Jo amsoloslQ •11osiod i3glo ou of puu urnigj iaglo ou 111 put, no,lt,uuoJul aql paau of uost,ai alt,mrlt �aI glrAu ioua8t, luau[ruano t, so `fouaSt, 8ulliodar 11Pe.ro apg t,uoq u of ro ggg ail of Cluo uagl puu `uollulpaur 111 paAlosa.r Xllrg uoaq srq alndslP ail 111un `.ranaoslugm sulruoJ iai{lo io `2ullrodw smou `slreura `u,paur ol1gnd CnE u[ `iaglo agl.lnogt, uolleuuoJul anpu83u Cut, `8u1lum 111 io dllt,gzan `alt,ulurasslp so olulnono m gsggnd io iotpo' arp a2undsip Ilt,gs ,ilrud ON •lt,lluopguoo ,Cljouls aq Ilt,gs ``l' 01 palu i suorit,orunuuuuoo nut, `oindsrn am of nnivrni cnnrmdn ,n c,nar 'Cl- - .,....,rte" ,,,, ., ,.„,,,,,,,a. __ ADDITIONAL TERMS AND CONDITIONS I. Complete Agreement. All the clients listed on the face of the contract must sign. This contract is subject to management approval. This contract constitutes our entire agreement, and there are no other promises, conditions, representations, warranties (including implied warranties of fitness or suitability) except as stated herein. This contract shall not be modified except in writing. If you want us to perform additional work outside the scope of work, including any alteration or deviation from the contract specifications, or in connection with any defects or problems discovered during the course of the job, then we will require a written change order including a reasonable charge for the extra work. 2. Payment: We will collect the insurance actual cash value (ACV) before we replace your roof, which you receive in trust for our benefit under the contract. When the work has been fully performed, we are entitled to immediate payment in full for the balance of the Final Replacement Cost Value (RCV) contract price. Insurance proceeds included in the terms of this contract and depreciation needs to be released from the insurer after completion of work. Therefore, final payment must be made within 30 days after the roof installation. In the event of a default in payment, interest shall accrue from the date of default at the rate of 1.5% per month compounded monthly, and you will be obligated to pay our reasonable attorney fees and costs of collection. We may place a lien on your property in the event of default in payment. 3. Safety: You must exercise special care for the safety of yourself and others. The following are examples. You shall not allow anyone to walk under the work area while roof work is in progress, as falling debris is a hazard in the work area. Roofing work can cause dust, debris, and small particles from the roof installation to enter the building and attic. Therefore you must use caution the first time the attic access is used and must not look up the access hatch immediately after opening. We will use a magnetic sweeper and visibly pick up nails upon completion as permitted by snow and other conditions; however, it is impossible to retrieve every nail. Therefore you must use caution to avoid injury and property loss and you waive, and release us from, any liability for injury or property loss caused by nails and any other possible causes of loss which you might avoid by exercise of reasonable care. 4. Scope of Work: Except as indicated specifically on the front of this contract, the following work is not included in this contract: replacement of roof jacks, ventilators, decking, fascia boards, flashing, gutters or other material not in the Scope of Work. We will not perform work for which we are not licensed. Therefore, for example, we will not wire electrical accessories because our roofers are not licensed electricians, nor will we evaluate or replace vents or other components requiring special licensing. 5. Pre-existing and Hidden Conditions: We shall not be obligated to correct or repair pre-existing structural deficiencies or other hidden or defective conditions including but not limited to problems related to the design or condition of venting, framing, rafters, skylights, flashing and foundations, irregularities in the underlying roofing system, or problems resulting from such conditions, or the work of others. The installation of a new roof may intensify the appearance of any deficiencies. If a new nailable surface is required by code and you do not have ordinance and law provisions on the insurance policy to cover the expense, you will be liable to cover the expense of the new decking. 6. Risks to Property: Building codes require roofing nails to penetrate into decking approximately 3/4". If the other trade services are installed according to code, all wires, Freon lines, gas pipes and water pipes will not be punctured. Should damage occur to any wires, pipes, components, and/or personal property as a result of nail punctures, we shall not liable. We suggest you examine your attic before work begins to ensure these items are not in contact with, or close to the decking. Heating units, hot water heaters and stove vents in the attic could be dislodged and should be checked after roof installation. 7. Protection of Property: During installation of a new roof, vibrations will most likely be felt throughout the house. You are responsible for protecting objects hung from interior and exterior walls, and from ceilings and soffits. Driveway access is required for material delivery and workstations. We will not be held responsible for damage to driveways or curbs from heavy materials and equipment due to normal delivery procedures and work, or the negligence of independent contractors or others. We shall not be expected to keep gates and doors closed. Should flashing need replacement, siding adjacent to flashing that has deteriorated may break. We will make every effort to avoid damage to siding, but will not assume responsibility for any consequential damage to siding. 8. Limited Warranty: You are being provided with a Limited Warranty in a separate document which is part of this contract. We warrant, subject to the terms and conditions set forth in the Limited Warranty, that the work shall be done in a good and workmanlike manner; that we will repair roof leaks resulting from defects in workmanship or materials furnished by us occurring within 2 years from the date of completion on 4.12 or steeper pitch roofs. (Flat roofs have a separate limited warranty and this warranty does not apply to them.) Any warranty is limited to repairs on roof system we install. We are not liable for any damage to the customer's premises or any contents thereof, including the roof decking, fascia, rafters, and interior drywall. The warranty excludes any environmental conditions caused by moisture, leaks, other water intrusions or any contaminant. We are not liable for ice dams; icicles or any damage resulting from these issues. With regard to completed repair work, we shall have no warranty liability except for the roof areas upon which work was performed according to this contract. This warranty is not assignable or transferable, unless noted in writing by management. Materials are warranted as specified by the manufacturer. We shall not be liable for any color or shading variation between shingles and shingle samples. 9. Shared Responsibilities: You agree to read and follow the recommendations contained in the instructions we provide in the documents entitled, Shared Responsibilities and Homeowner's Checklist, which are part of this contract. 10. Notice: You notify us in writing of any alleged defect within the work performed within seven days of the completion of roof system. You must notify us within three days of the discovery of a leak. It is your responsibility to take reasonable and immediate action to avoid further damage. We will send a representative to inspect and investigate any reported leak within 30 days of notification to us; usually we are able to do repairs within a couple of days. More than one inspection may be necessary to isolate the cause. 11. Weather and Other Risks: We shall not be held responsible for any leaks or other problems caused by lightening, hurricane, tomado, hail, windstorm, and other unusual movement or settlement, deflection, nails, staples, or other fasteners, or damage due to any roof surface equipment or traffic of any nature on the roof, or acts of God, war, labor strikes, unavailability of materials, mold, or caused by fires, floods or other hazards typically covered by homeowner's or builder's risk insurance. We shall not be responsible for incidental, indirect or special or consequential damages, including but not limited to personal injury to any person as a result of our performance, nonperformance or termination of this contract, whatever the cause, nor for any reason in an amount in excess of the amount paid to us. 12. Restocking Fees: If you order materials which must be restocked or reordered due to your cancellation, the supplier may charge us a restocking fee. If that happens, you will pay the restocking fee. 13. Insurance: We maintain automobile, general liability and workers compensation insurance through Western Group Inc. Coverage can be verified by calling (719) 448-9609, and upon your request we will provide you with copies of certificates of coverage or declarations sheets. 14. Dispute Resolution: If any dispute arises concerning the validity, enforceability, interpretation, performance or breach of this contract (a "dispute"), the parties shall in good faith attempt to resolve the dispute through confidential mediation with the Better Business Bureau of Southern Colorado ("BBB"). If mediation is unsuccessful, then you must also comply with the Colorado Construction Defects Reform Act, and the parties shall resolve the dispute through arbitration with the BBB according to its rules. The arbitrator shall have all rights and powers of an arbitrator and court of general jurisdiction, and shall in particular have the power to award equitable and declaratory relief temporary restraining orders, preliminary and permanent injunctions, orders for preservation of confidentiality and sanctions for abuse of the arbitration process or breach of confidentiality, as well as awarding damages for money damages. Each side shall promptly advance such deposit toward the mediator's and/or arbitrator's fee as may be required by the BBB. The arbitrator shall have discretion to allocate such fees among or between the parties and may in his or her discretion award reasonable attorney fees and costs to the substantially prevailing party. The arbitration award may be made a judgment or court order by any court of competent jurisdiction. The parties waive the right to trial by jury. Prior to, during, or after the arbitration proceedings, any party may file suit in any court of competent jurisdiction only to enforce temporary or permanent awards of the arbitrator, or to preserve the confidentiality of information or the status quo, subject to the arbitrator's ultimate authority to determine all issues of fact and law and to render a final and binding award. In the event that the arbitrator renders any award granting temporary or permanent legal or equitable relief of any kind, then such award shall be made a judgment, order, or decree of any court of competent jurisdiction upon the request of any party. A11 -.,-..F... A: --..+..._,.t.. a:__--._ -- .__._.___ --. . , . - Dane Lovett 17 Oe,'17 From: no-reply@ci.wheatridge.co.us Sent: Friday, October 13, 2017 1:10 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NO ,BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. // Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3900 Garland St heat Ridge, CO 80033 Property Owner Name John Hambright Property Owner Phone 303-456-5921 Number (enter WITH dashes, eg 303-123-4567) 17 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract 3900 Garland St Wheat Ridge, CO 80033 Yes Hambright red contract and shared resp.pdf CONTRACTOR INFORMATION Contractor Business Integrity Roofing and Painting, LLC Name Contractor's License 160257 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 719-488-2800 115 N Union Blvd Colorado Springs, CO 80909 Contractor Email Address benb.irp@gmail.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or benb.irp@gmail.com 0 $12, 0.00 Yes K ' Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or greater) 18 both? (check all that apply) What is the pitch of the 1:12 FLAT roof? How many squares are 4 part of the FLAT roof? Describe the roofing Peel and Stick - modified bitumen - base and cap sheet material for the FLAT roof: Type of material for the Rolled FLAT roof: What is the specific pitch 4:12 of the PITCHED roof? How many squares are 35 part of the PITCHED roof? Describe the roofing Certainteed Landmark Asphalt Laminated Shingle materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional House only detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 19 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. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Ben Buchholz Email not displaying correctly? View it in your browser. 20 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 'SDI""! o 6 1 - ❑ No one available for inspection: Time epm Re -Inspection required: Yes No When corrections have been made, ca" fo e- inspection at 303-234-5933 Date: t7 �.lP (-- Inspector:4) LW,44. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: C) Permit Number: 'Zb 1 X10 h'J 1 -1 ❑ No one available for inspection: Time MOM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: D I -1 -Inspector: DO NOT REMOVE THIS NOTICE ss_ • r Buil ding . Address: City, State, Zip: Contractor: Contractors City License #: Phone: Sub Contractors;' Electrica Plumbing: Mechanical: City License # City License # City License E 112 f & l (Fully describe work to be p erformed - Attach additional sheet if necessary) ' r � Contract V alue of all wor k: $ le - Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft, highli Date. Peen # Perm" � � . City of Wheat Ridge Res. Miscellaneous PERMIT - 093935 PERMIT NO: 093935 JOB: ADDRESS: 3900 GARLAND ST ISSUED: 11/09/2009 DESCRIPTION: Foundation Repair EXPIRES: 05/08/2010 CONTACTS owner 303/456-5921 John Hambright subs 303/243-3028 Paul Sutton 09-0170 Peak Structural **PARCEL :INFO ZONE CODE: ` UA SUBDIVISION: 0268 USE: UA `BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED PROJECT VALUATION: 18,000.00 Permit Fee FEES, t 38183'5 30 Plan Review Fee 247.' Total Valuation Use Tax .00 TOTAL 324.00 X 953.15 & ~Y#~%~-r ~`"I~ a ",onditions: :C: Approved per engineer letter. Foundation work only. NO remodeling of any indto be performed, without additional permit. Must comply with 2003 IRC.':and 11 applicable City of Wheat; Ridge Municipal Codes, hereby cert fy that the setback distances proposed b this Drdnances, r lea or regulations of y permit application are accurate, and do not viol; that all le ieasurement the City of Wheat Ridge I covenants, easements or restrictions of record; that all shown, an allegations made are accurate; that thab-S have read and agree to abide by all conditions printed on this pplicatio and that :sums full responsibility. for complia ce with 'the Wheat Ridge Building Code (IL.B.C) and all other ' Ppl' bl heat Ridg rdinances, for work under this pe i Plana subject to field. inspection. n of contractor/owner date T•is.. permit was issued in accordance with State of Colorado and to the Zoning Regulations tthe ions provisions set forth in your application and is and g Codes of Wheat Ridge, subject to the laws of the ordinances of the City. ( Colorado or an This permit shall Y other applicable expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building: Official.:. If this permit expires, anew permit'. may be acquired for a fee of one-half the amount normally re exceeded one (1) required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not year. If.. changes have been or. if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage written problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections: and shall receive approval on inspection card before proceeding with successive phases of the in. The issuance of a permit or thPa a > City of Wheat Ridge Building Division "4'° , M 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 c'oco"~ao° " I1 fS Date: (}g Plan D9q-049. Permit l ~ Building Permit Application P~Nfflefi KKN~ Property Owner (please print): SdF{ 7 rusk RAV-i r5l->4 ( Phone: C~,3 ~t ( ( J 1 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor License Phone: Electrical City License Plumbing City License Mechanical City License Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): FV1w'iJti:M4D P4~- Pat P, Construction value: $ lSS (~~1 t (as calculated per the Building !V nation D a"cr~ntnftiYoka I Plan Review (due at time of submittal): 11 Sq. Ft./L.Ft added: Squares BTU's Gallons Amps o 0 0N6/NAP/N6, LLG John & Kim Hambright 3900 Garland Street Wheat Ridge, CO 80033 RE: Evaluation of Distress 3900 Garland Street Wheat Ridge, CO 80033 Project Number: 09-0023-001 October 28, 2009 shall comply with the ing codes: 2003 IRC, 2003 & 2005 NEC. Mr. & Mrs. Hambright; Per your request, we performed limited visual observations at the above referenced residence on June 1, 2009. The purpose of this visit was to observe and evaluate the distress located throughout the home and provide repair recommendations as needed. The suspect home is a single family wood framed ranch structure clad intt ck veneer supported on concrete foundation walls which are founded on spread footings. The h9me has a crawlspace area behind the garage and a finished garden level basement north of the garage for purposes of this report the home is assumed to face west. Site Observations: W During our visit, we noted the following (partial list of observations): EXTERIOR: 1: The foundation had been excavated at the sou+ est eornerrof ~etgarage exposing a concrete, s grade beam founded on a concrete spread footing approximately 'below grade 2. A separation up to 5/6" in width was noted between,the lnok„veneex and,the garage,dgartr at the south side of the overhead garage door opening: " The separation was widest at the top of.t the wall. 3. The grading at the south side of the garage was relatively flat and did not appear to provide adequate drainage away from the home. 4. A stair step brick veneer crack up to 7/8" in width was noted at the south wall of the garage. The foundation had been excavated in the vicinity of the brick veneer crack revealing a crack in the foundation wall approximately 1/4" in width. 5. A stair step brick veneer crack approximately 1/4" in width was noted at the south wall of the crawlspace. 6. A separation approximately 1/8" in width was noted between the brick veneer and the door trim at the upper east corner of the sliding glass door above the north wall of the crawlspace. 7. A separation up to 1/2" in width was noted between the brick veneer and the garage door trim at the north side of the overhead garage door opening. The separation was widest at the top of the wall 8. A separation up to i/4" in width was noted between. the brick veneer and the, door trim at the upper south corner of the front door. The separation was widest at the top of the walla MAIN LEVEL: 9. Distress was noted at the east wall of the mud room, south wall of the dining room, east and west walls of the living room and in the ceiling of the living room adjacent to the fireplace. 10. A crack approximately Y2" in width was noted ruing easUwe`st across the garage slab. 5366 5. FlanderSWW • Aurora • Golofado • 800/5 • Phone: 303-859-8538 Fax: 303-945-9969 • dchi iAc&corcastnei Of Evaluation of Distress 3900 Garland Street Project Number: 09-0023-001 Page 2 of 7 BASEMENT: 11. Distress was noted at the south wall of the northwest bedroom, the north wall of the furnace room, and the west and north walls of the great room in the basement. 12. The interior partition walls are not isolated from the basement slab. Conclusions / Recommendations: After performing a structural review of the observed conditions, we have concluded the following: The majority of the distress noted at the exterior of the home and on the main level of the home is due to settlement of the footings supporting the garage and crawlspace foundation walls as well as the footings supporting the south half of the west wall of the basement. We recommend fourteen (14) helical piers with steel mounting brackets be installed to support the footings that have experienced settlement. The piers should be installed in the locations shown on the attached detail SR-1. The piers should be installed as shown in the attached detail SR-2. Once the piers and pier brackets are properly installed, the piers at the perimeter 2. The maiority of the distress noted in the basement annears to have been caused by onward vertical movement of the basement slab. The finishes for the basement walls are not properly isolated from the basement slab so that the movement of the slab is translating into the basement walls causing the noted distress. The slab movement is likely related to moisture induced swelling of the expansive soils beneath the slab. The finishes on the basement walls and the basement wall framing should' be properly isolated from the basement slab by 3. As noted above, it has been reported that water enters the basement at the rear wall of the home. It is our understanding that a french drain has been installed along the rear of the home since the time of our site visit to address this issue. 4. Foundation wall cracks 1/16-inch and wider should be epoxy injected per the attached epoxy, injection specifications. Please contact us if you have any questions or if we may be of any further assistance. Respectfully submitted, Senior Engineer / LLC Member Attachments: Details SR-1 to SR-2 CAUSMMIIWusine s@009 Projects\09-0023 -3005 S. Kearney Sx -Dixon\001- Site Obu ion.dx R David S. Christ, P.E. Evaluation of Distress 3900 Garland Street Project Number: 09-0023-001 Page 3 of 7 GENERAL CONDITIONS The Contractor shall maintain comprehensive general liability, workman's compensation, automobile liability and/or other insurance as appropriate for the work performed which will provide protection from any and all construction or completed operations claims. Certificates of Insurance shall be provided to Hunter Engineering, LLC and/or the Client upon request. Hunter Engineering, LLC reserves the right to determine the appropriate liability limits for the necessary insurance coverage; however, the limits will not be less than the minimum mandatory amounts required by the State of Colorado. All construction shall be performed in accordance with all applicable codes and standards, and good construction practices. Contractor shall obtain and pay for any and all permit fees, taxes and licenses required by governing agencies to complete the work. Contractor shall be responsible for all labor, materials, equipment, tools, operations and any other item necessary for proper completion of the work. The Contractor should visit the site prior to bid submittal to fully understand the scope of the project and the conditions at the site. By submitting a bid for the work proposed in the attached repair recommendations, the contractor is implying that they have fully reviewed all associated documents and that they have a full working understanding of the work to be completed. The Contractor shall conduct a full review of the attached repair recommendations prior to beginning work. If during this review or at any time during the construction process the contractor notes any errors or omissions in the recommendations, work shall be stopped and this office shall be contacted immediately. Recommendations and specifications contained herein are based on general assumptions of conditions, some of which can not be observed during typical nondestructive visual observations. If unexpected conditions are encountered during the course of work, the Contractor shall contact this office prior to proceeding. The Contractor shall field verify all dimensions and existing conditions prior to commencement of work. The Contractor shall notify Hunter Engineering, LLC upon determination of any significant variation of information provided on the attached documentation for his/her interpretation and decision, and such decision shall be final. Information provided regarding existing conditions are believed to be accurate, however, the Contractor shall be responsible for, and shall only use, his/her own measurements to verify existing conditions. The Client shall provide water and electric hook-ups for temporary use. (Contractor must pre-arrange with Owner.) All utility lines shall be located, marked and protected from damage throughout the performance of the work. Contractor shall call for utility locations unless other arrangements had been made. Any damage to utility lines caused by the Contractor shall be repaired at the Contractor's expense. 3 Evaluation of Distress 3900 Garland Street Project Number: 09-0023-001 Page 4 of 7 The repair recommendations prepared by Hunter Engineering, LLC make no provisions for construction conditions that may arise during the performance of the work. The Contractor shall be responsible for maintaining the stability and integrity of existing structures (bracing, shoring, benching, etc.). The Contractor shall be responsible for the acts or omissions of his/her agents and subcontractors in the performance of their work. The Contractor shall be responsible for the means, methods, techniques, and sequences of construction. construction shall be { Unless noted otherwise, no substitutions or deviations from the repair plan and specifications are permitted without the express approval of Hunter Engineering, LLC. Unauthorized modifications to the repair recommendations and specifications may deem the work unacceptable. All unacceptable work shall be promptly corrected at the Contractor's expense under the direction of Hunter Engineering, LLC. The Contractor shall maintain a safe jobsite. The Contractor is to stack all necessary equipment and materials in a low traffic area or in an area that will insure the safety of all individuals potentially present at this site during construction. OSHA standards shall be used as a guideline. The Contractor shall keep the jobsite thoroughly clean at the end of each day. All surplus materials shall be safely stacked in a low traffic area or hauled away from the site. The Contractor agrees to perform the work in a diligent manner and in full conformance with the repair plan. If a condition arises during the repair process which requires a change in the scope of work, Hunter Engineering, LLC may addendums or modifications to the recommendations which may add, delete or modify the scope of repair. Performance of any extra work, or payment for same, shall only be considered upon prior written authorization from the Client. LIMITATIONS These repair recommendations do not represent a complete analysis of the entire structure. It addresses only those conditions observed by Hunter Engineering, LLC during our site visits. The interpretations of the distress to be repaired contained in the attached repair recommendations are based on the visual observations of the structure. No detailed study was made of the structural elements of any part of the building. Therefore, no opinion is presented or shall be implied concerning the structural integrity of those elements not subject to visual inspection. Investigation and analysis of other portions of the structure are beyond the scope of these repair recommendations at this time. Evaluation of Distress 3900 Garland Street Project Number: 09-0023-001 Page 5 of 7 Hunter Engineering, LLC will not be responsible for 1) knowledge of subsurface conditions away from the existing borings, if any, without extensive geotechnical information supplied by a competent geotechnical engineer, 2) knowledge of distresses, or differential displacements that have occurred in an area which had not been exposed for visual observation during our site visit and 3) any other elements such as joists or beams and other structural members that are not readily visible. Hunter Engineering, LLC assumes that all information provided by the Client, Contractor, or other Consultants is correct, accurate, and may be acted upon accordingly, and shall have no liability for the validity of information provided. Hunter Engineering, LLC shall have no liability for acts or omissions of the Contractor or any other agents performing the work on this project or for the failure of the Contractor to carry out the work in accordance with the plans and specifications if not inspected as intended. Hunter Engineering, LLC shall not be responsible for the construction means, methods, techniques, sequence, procedures, or safety precautions related to this project and its execution that is under the control or direction of the Contractor. The repair recommendations included herein shall be used with the accompanying drawings and specifications. Do not rely on one or the other, all materials contained in the repair recommendations including but not limited to the cover letter, notes, plans, details, shall be used together to perform the proposed remedial construction. SPECIFICATIONS Helical Piers 1. Piers, brackets, and bolts shall be manufactured by a known replicable manufacturer and shall be hot dip galvanized and installed per manufactures recommendations. 2. Contractor shall submit manufactures product specifications and installation recommendations for their proposed pier system to this office for approval, prior to pier installation. The pier and bracket proposed by the contractor shall meet or exceed recommendations provided in the attached plans and details. Epoxy Iniection 1. Concrete crack repair includes the sealing and healing of surface and internal cracks 1/16 inch or wider. 2. Use epoxy paste sealer to install injection port devices and to caulk and seal cracks. Epoxy paste sealer shall be Sika Sikadur 33 or Sika Sikadur 31 hi-mod or approved equal. 3. Space metal or plastic injection port tubes, or other approved injection port devices, approximately twelve (12) inches on center. As required, decrease port spacing to insure maximum penetration of the injected epoxy adhesive. Increase port spacing only with the engineer's approval. 4. Epoxy injection adhesive shall be a 2-component, solvent free, moisture-insensitive epoxy adhesive. Sika Sikadur 52 or Sika Sikadur 35 hi-mod LV or approved equal. S' Evaluation of Distress 3900 Garland Street Project Number. 09-0023-001 Page 6 of 7 5. Once injection has been started on a crack, it shall be continued uninterrupted until the crack has been completely injected. Sufficient materials shall be immediately available at the job site before starting injection. 6. Start injection at the lowest elevation point along a vertical crack and at an end of a horizontal crack. Continue injection until epoxy appears at the next consecutive port. 7. Cap or seal the injection port and begin injection at the next consecutive port which has not been capped or sealed. Continue in this manner until the crack is completely injected. 8. Upon completion of the crack injection process, all excess epoxy sealer and injection port devices shall be ground smooth and flush with the adjacent concrete surfaces. COMPLIANCE OBSERVATIONS Compliance observations are not intended to be an exhaustive check or detailed inspection of the Contractors work but rather are to allow a representative of this office, as an experienced professional, to become generally familiar with the work in progress and to determine, in general, if the work is proceeding in accordance with the notes, plans and details provided by this office. Hunter Engineering, LLC shall be provided with access to all parts of the work and shall be furnished with such information and assistance by the Contractor as is required to make a complete review of completed work. In cases where the Contractor will be using materials differing, in any way, from those materials specified in the specifications section of this report, the Contractor shall submit all pertinent product documentation pertaining to the material to be used as a substitute to this office for review and approval prior to beginning any work. Such information should include material specifications, design aids, and recommendations for installation and/or usage. Hunter Engineering, LLC shall determine the quality and acceptability of materials furnished and work performed. Hunter Engineering, LLC will notify the Contractor of any failure of the work or materials that do not conform to the requirements set forth in the plans and specifications and reject such non-conforming materials in question. If Hunter Engineering, LLC finds the materials famished, work performed or the finished product not in conformity with the plans and specifications, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the written orders of this office. Recommended Compliance Observations The following compliance observations should be completed by a representative of this office. Hunter Engineering, LLC shall not be held liable for the Contractors interpretation of the notes or detail, or the performance of the repairs if a representative of this office does not perform the following compliance observations. Please provide at least 24 hours notice when scheduling compliance observations. 6 Evaluation of Distress 3900 Garland Street Project Number: 09-0023-001 Page 7 of 7 Installation of helical piers - contractor shall proved pier log prior to final compliance observation 2. Foundation re-leveling 3. Epoxy injection - observe beginning of epoxy injection process 4. Final compliance 7 E33 \ o CLIENT: JOHN & KIM HAMBRIGHT STREET: 3900 GARLAND STREET CITY/COUNTY: WHEATRIDGE SUB: LOT: BLOCK PROJECT NO.: 09-0033-001 DATE: 10/28/09 DRAWN: DSC O-MCKED: DSC . SHEET: SR-1 LEGEND P 3 NEW MEL+GAL PIEP.'5 TO DE 1N5rAi-I-M A5 SHOWN IN Ofr/W- 59 -2. P/ER5 MAY BA5P77PN7 OE INSTALLED Ar E1r"re PXTE,71OP 09' WrtfK11op or 170MP. PIrp5 5170WN AT COP: NERS SMALL Of 1N5"PALLED A5 GLOSS TO CO,PNERS A5 PRAGTIGA - ALL D1M5EN5lON5 lWf IFPPOX1MATE AND SMALL OE VfPJY'1fD.55Y 7-"f GOMMIGTOP. FRONT POPcwn RPAK PA7 /O enPAyve i - m I GRM✓LSPAGE 1 >=OUNT~t}TION ~EPttl1' PLftN l SGAL~; NONE ~~751'Inlland Orivr • At aria • CO • (30002 9 (720) 2(39-92F31 9 h mfrr..r ineerinnesconcasf.rn f ~E!3 -fUN7-EP EEI~ El EB 577177 7177 LLG CLIENT: JOHN & KIM HAM3RIGI3T STREET: 3900 GARLAND STREET CITY/COUNTY: WhTEAT RIDGE SUB: LOT: BLOCK PROJECT NO.: 09-0033-M DATE: 10/28/0.9_ DRAWN: DSC CHECKED: DSC SHEET: SR-2 rt/,f GONTI CrOP I'lAY 5u13M1T Df516N GP/7-E /A POP OTtt,ffi' UNDEPPINNING SYSTEMS TO ,ffN6/Nfff1' 1=0P PfVIf-W, 5Ue 5TPrUTION OF TI-If ALTfPNATIVf PIMP 5Y9TjffM MAY D ALLOWED IP 7-Mf 5Y57-fM l5 D)ffffMffD 5Ar151=1GT0,X~' POP U---5f DY T17f MGINCf7~, tf XISTINe FOUNDATION WALL AND FOOTING I7FLIGAL PIMP W/7-ti 8" DIA P01LIX (MIN) , e (1111N) ULTIMATE CAPACITY OF 50 KIPS O O O n Q---- CLIP FOOTING 50 TWAT— PlfP CAN I3f INSTALI_FD DIPFGTLY OfNEATYI FOUNDATION WALL 1'7ANU1`AC7TUPEP APPPOVFD PIMP PPAGKrr W/ MIN. UL.TIMATF CAPAGITY OF 50,000 L135 LIGAL P1~1~ D~7A/1 I 5G/tL~: NONE f `57517olland P- rive 9 Anlada • GO . 50009 ♦ (720) Z69-92-81 lx drr.F u inFVrlnnem nsfr~f