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Home My WebLink About4285 Parfet Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ss Permit Number: 2—OZ-0 0 ❑ No one available for inspection: Time—T-1 PM Re -Inspection required: Yesa When corrections have been made, schedule for re -inspection online at., http✓/www.ci. wheatridge.co. usfinspection Date: S kV,>_,0_A2 Inspector: DO NOT REMOVE THIS NOTICE BRIAN SEYFERTH B. ASSOCIATES INC. PROFESSIONAL ENGINEER July 28, 2020 Aaron Goss 4285 Parfet Street Wheat Ridge, Colorado 80033 Re: Pergola 4285 Parfet Street Wheat Ridge, Colorado Dear Aaron; /_/z 9 S 4;1'e'141- BRIAN a^141- z,000 'Di ssy At your request our firm visited the single-family residence at the above-mentioned address. The purpose of our site visit was to observe and comment on the wood framed pergola. The pergola is framed with 4x8 rafters spaced at 16 inches center to center. The rafters span 8'-0". The rafters are connected to the 6x10 wood beams with clips and screws. The rafters are spaced such that they cannot carry snow load. The clips between the rafters and beams are adequate to resist uplift forces generated from wind. The 6x10 wood beams that support the rafters span 13'-4" max. The beams are supported by wooden 6x6 columns. The beams are adequately sized to support the rafters. The beams are connected to the columns with steel "T" clips to resist the uplift forces. The 6x6 knee braces between the columns and beams resist the lateral forces. The 6x6 wood columns are structurally adequate to support the roof framing. Each column is connected to the concrete slab with a Simpson ABU66 post base. It is our opinion the pergola is constructed in accordance with the 2018 International Residential Code and can resist 30 psf snow load and 135 mph Vult wind load. If you have any questions, please feel free to contact us. Sincerely Christopher D. Caley, P.E. 5583 South Prince Street • Littleton, Colorado 80120 Office (303) 797-7772 • Fax (303) 797-7773 • E-mail bsa@seyferth.com S, - Digitally signed by o , /� € Christopher Caley 10: , W :w' dsrm�umm`M^ Date: 2020.0 /'7 .28 13:03:13 -06'00' 5583 South Prince Street • Littleton, Colorado 80120 Office (303) 797-7772 • Fax (303) 797-7773 • E-mail bsa@seyferth.com S, - 'vz'bS S f= BRIAN SEYFERTH 8. ASSOCIATES INC. PROFESSIONAL ENGINEER. August 19, 2020 Aaron Goss 4285 Parfet Street Wheat Ridge, Colorado 80033 Re: Garage Shear Wall 4285 Parfet Street Wheat Ridge, Colorado Dear Aaron; At your request our firm visited the single-family residence at the above-mentioned address. The purpose of our site visit was to observe and comment on the framing of the east garage wall. We have verified the overhead door header size to be appropriate. We have observed the OSB sheathing that has been properly installed to the inside of the stud walls on both side of the overhead door. We have also observed the connection of the stud wall to the foundation. It is our opinion the garage is constructed in accordance with the 2018 International Residential Code and can resist 30 psf snow load and 135 mph Vult wind load. If you have any questions, please feel free to contact us. Sincerely Christopher D. Caley, P.E. Digitally signed Oif *� by Christopher N Caley Date: 2020.08.19 07:55:50 -06'00' 5583 South Prince Street • Littleton, Colorado 80120 Office (303) 797-7772 • Fax (303) 797-7773 • E-mail bsa@seyferth_com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: "- Permit Number: ❑ No one available for inspection: Ti _;.' XAM ,PM Re -Inspection required: Yes When corrections have been made schedule for re -inspection online at: http✓1www.ci.wheatridge.co.us nspec ion wi i CITY OF WHEAT RIDGE Building Inspection Division .'ego (303) 235-2855 Office _:�9r INSPECTION NOTICE - Inspection Type: f a Job Address: Permit Number: k ❑ No one available for inspection: Time f .� / M s Re -Inspection required: es / No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: ?0 Inspector:. DO NOT REMOVE THIS NOTICE .r g � ► � i City of Wheat Ridge Residential Remodel PERMIT - 202001554 PERMIT NO: 202001554 ISSUED: 08/14/2020 JOB ADDRESS: 4285 Parfet St EXPIRES: 08/14/2021 JOB DESCRIPTION: The 14x32 deck has been completed according to the plans provided. The garage door header has been installed according to the plans provided. The hot tub electrical is installed according to current building code.The tankless water heater is installed and gas line meets BTU requirements.A engineered letter for the pergola and use permit for the septic system will be provided on site for reference *** CONTACTS *** OWNER (720) 937-4677 GOSS BRANDEE K GC ( 3 03) 548-5481 BILL FORAKER 202175 BASEMENT RETREATS SUB (303)522-3872 LUIS MORGAN 110057 PROLINE PLUMBING LLC SUB (303)806-9522 T. DAVID WALKER 150297 EXCLUSIVE ELECTRIC OF DENVER *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,656.00 FEES Total Valuation 0.00 Plan Review Fee 153.40 Use Tax 244.78 Permit Fee 236.00 ** TOTAL ** 634.18 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1* ► � i City of Wheat Ridge '/� Residential Remodel PERMIT - 202001554 PERMIT NO: 202001554 ISSUED: 08/14/2020 JOB ADDRESS: 4285 Parfet St EXPIRES: 08/14/2021 JOB DESCRIPTION: The 14x32 deck has been completed according to the plans provided. The garage door header has been installed according to the plans provided. The hot tub electrical is installed according to current building code.The tankless water heater is installed and gas line meets BTU requirements.A engineered letter for the pergola and use permit for the septic system will be provided on site for reference 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 municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��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 requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Monday, August 10, 2020 3:24:41 PM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 4285 Parfet St. Wheat Ridge, CO 80033 Property Owner Name Aaron and Brandee Goss Property Owner Phone 720-937-4677 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email atouchofnew@isp.com Address Attach City of Wheat Payment Form 080320.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Bill Foraker What is your role in the General Contractor project? Wheat Ridge 202175 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-548-5481 (enter WITH dashes, eg 303-123-4567) Contact Email Address BILL@BRICOLORADO.COM for Plan Review Comments Retype Contractor BILL@BRICOLORADO.COM Email Address 0]:K16]CII91 ffl0N]&TOLD]N:/ Detailed Scope of The 1432 deck has been completed according to the plans Work - Provide a provided. The garage door header has been installed according detailed description of to the plans provided. The hot tub electrical is installed according work including to current building code.The tankless water heater is installed mechanical, electrical, and gas line meets BTU requirements.A engineered letter for the plumbing work pergola and use permit for the septic system will be provided on site for reference. occurring, adding/removing walls, etc Location of Work Back yard, Garage Square Footage Area 450 of Work Being Performed Asbestos Report Field not completed. Upload letter size Field not completed. documents here Construction Plans Field not completed. scanned on 11'x17" or Deck- 448sf (x) $9.50 = $4,256 larger Pergola - 400sf (x) $14.50 = $5,800 Project Value (contract $8,000.00 water Heater - $850 value or cost of ALL Garage - $500 materials and labor) Electrical - $250 TOTAL: $11,656 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Bill Foraker Permit 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. Email not displaying correctly? View it in your browser. 7 ♦it . I` '.fes" A"T r� ♦, C7IY Of Wheate CO UNITY DWEloPM APPROVED Reviewed fm Code Comoiiance Steven Peck 8/12/2020 Plans Examiner Date veaeX.m�mmel.rvv.�.anuNn.wrewowEMw�,e.Mwmm wtl<wqunM�v NW mrheo pnmifn,bm rypbba� by wKXm b - ---'IM pwlibiu [(IMOu:.tlN9 ttVPbo/aOdlb✓NTYA MTX! I i'J �. '�YYE .Yi'. Y 91Y C :rt b , ,��,� }, � y l f A .Ik ] APPROVED WITH CONDITIONS All work shall comply with 2018 IRC - 2018 IBC 2020 NEC City of Wheat Ridge Amendments CJ VVVW 0.e( 4285 Parfet St. Wheat Ridge, CO City of Wheat Ridge Building Division GARAGE FRAMING TO COMPLY WITH 2018 IRC. FOLLOW PRESCRIPTIVE ELEMENTS AS SHOWN IN SECTION 602 OR PROVIDE STAMPED ENGINEER LETTER REGARDING STUCTURE AND BRACED WALL PANELS. SEE ATTACHED SHEET. 4285 Parfet St. Wheat Ridge, CO v Y"oQ i ,0' City of Wheat Ridge Building Division 4285 Parfet St. Wheat Ridge, CO — i City of Wheat Ridge L - - - Building Division r 4-7 - - _ -I r ice, — SPAN BETWEEN POSTS CANNOT BE MORE THAN 6'10" FOR THIS CONDITION tt DECK TO COMPLY WITH 2018 IRC, r INCLUDING LEDGER ATTACHMENT. SEE ATTACHED SHEETS. BRIAN SEYFERTH 8. ASSOCIATES INC. PROFESSIONAL ENGINEER July 28, 2020 Aaron Goss 4285 Parfet Street Wheat Ridge, Colorado 80033 Re: Pergola 4285 Parfet Street Wheat Ridge, Colorado Dear Aaron, PROVIDE ENGINEER STAMP City of Wheat Ridge Building Division At your request our firm visited the single-family residence at the above-mentioned address. The purpose of our site visit was to observe and comment on the wood framed pergola. The pergola is framed with 4x8 rafters spaced at 16 inches center to center. The rafters span 8'-0". The rafters are connected to the 6x10 wood beams with clips and screws. The rafters are spaced such that they cannot carry snow load. The clips between the rafters and beams are adequate to resist uplift forces generated from wind. The 6x10 wood beams that support the rafters span 13'-4" max. The beams are supported by wooden 6x6 columns. The beams are adequately sized to support the rafters. The beams are connected to the columns with steel "T" clips to resist the uplift forces. The 6x6 knee braces between the columns and beams resist the lateral forces. The 6x6 wood columns are structurally adequate to support the roof framing. Each column is connected to the concrete slab with a Simpson ABU66 post base. It is our opinion the pergola is constructed in accordance with the 2018 International Residential Code and can resist 30 psf snow load and 135 mph Vult wind load. If you have any questions, please feel free to contact us. Sincerely Christopher D. Caley, P.E. 5583 South Prince Street • Littleton, Colorado 80120 Office (303) 797-7772 • Fax (303) 797-7773 • E-mail bsa@seyferth.com JEFFERSON COUNTY PUBLIC HEALTH 645 PARFET STREET, LAKEWOOD, CO 80215 (303) 232-6301 FAX: (303) 271-5760 http://Oeffco.us/pubiic-health/ PERMIT NUMBER: 20-114030 OW DATE ISSUED: June 30, 2020 - valid through December 30, 2020, or upon sale of the property or application for building permit, whichever comes first. PROPERTY ADDRESS: 4285 PARFET STREET, WHEAT RIDGE INSPECTOR: FOOTHILLS SEPTIC PUMPING INSPECTION DATES: TANK: March 12, 2020 SYSTEM: June 26, 2020 On the date(s) shown above, the onsite wastewater treatment system at this property was found to comply with the minimum requirements for existing systems as set forth in the Onsite Wastewater Treatment System Regulation of Jefferson County. If known, details on the system are provided below: SYSTEM INFORMATION Components: • Tank Volume 1: 1000 gallons The Department has no records concerning the size, components or capacity of this system. Any size or capacity information shown above is based on information provided by the pumper or inspector. System Records Permit number: File number: Date of installation: Operational Status (unless noted otherwise on page 2) • The on-site inspection did not reveal any overflow or improper discharge from the system. All system components are present, operational and in good repair. • The current owner reported no operational problems with the system for at least one year prior to the date of application for the use permit or the date the property was vacated. • As of the date the permit was issued, there are no reports of current operational problems with the system. Conditions for Issuance of Building Permit (if applicable): This system complies with minimum standards for an onsite wastewater treatment system in Jefferson County and a building permit may be issued for remodeling the structure, regardless of the expiration date shown above. If bedrooms are to be added, the number may not exceed the number shown in 'System Capacity' above. If the Department has no records of the system, no additional bedrooms may be constructed. See following page(s) for other observations regarding this onsite wastewater City of Wheat Ridge Building Division Page 1 of USE PERMIT NUMBER: 20-114030 OW ADDRESS: 4285 Parfet Street LIMITATIONS AND DISCLAIMER Issuance of this Use Permit is based solely on the conditions observed on the date of inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty or representation by the Department that the system will operate properly or will not fail. ADDITIONAL OBSERVATIONS If known, the estimated capacity of the system has been listed on the permit and we recommend that you monitor water use to prevent overuse and possible failure. Although the onsite wastewater treatment system met the minimum approval criteria, the following other conditions were observed. By following the recommendations outlined below, you should be able to improve the performance and extend the operational life of your onsite wastewater treatment system: 1. The Department has no records of the size, type or components of the onsite wastewater treatment system for this property, any System Information shown on page 1 is based on pumper or inspector observations. You are advised to monitor your water use carefully to avoid overloading the system. InspectorComments: Per Inspector, One Compartment. RENEWALS: This permit may be renewed ONCE, provided that FORM 704 is submitted to the Department prior to December 30, 2020. After that date, you must submit a new application with the appropriate fee and provide updated inspection reports for the system. City of Wheat Ridge Building Division Page 2 of 00 Jefferson County Public Health www seffco.us'health Septic System Maintenance Environmental Health Services 645 Parfet Street Lakewood, Colorado 80215 303-232-6301 http://weffco.us/public-heafth/ The modern onsite wastewater treatment system, (OWTS) is an environmentally sound method of wastewater treatment in areas without public sewers This guide will help you understand how your system works and provide maintenance tips and information to prolong its life.. :Nhd �d v qn.i M Septic System What it is and how it works A typical OWTS has a septic tank and an soil treatment area (STA or leaching field). The tank is usually concrete or other durable materials. Most tanks have a capacity of 1,000 gallons or more and are divided into two compartments. Sewage enters the first compartment of the tank where bacterial decomposition occurs and materials that cannot be digested settle to the bottom as sludge or float to the top and form a scum layer. The remaining liquid flows into the second compartment for additional treatment. Some tanks have a motor or aerator to agitate the sewage - these mechanisms should not be removed or disconnected, as this will seriously affect the operation of the system Page 3 of 4 From the tank the partially treated sewage flows to the STA and into a series of perforated pipes bedded in gravel. There, it passes through the gravel and the soil below where it is further treated and filtered before reentering the groundwater. The filtering action of the soil removes most of the harmful bacteria, resulting in a high degree of treatment through a natural, environmentally sound process. I �° 00 Soil abs"i0a PurBkauon :a• G�amq�war Ta�lrww��nAUlu Wastewater Treatment and Disposal in the Soil These systems cannot remove all contaminants_ Nitrate, a by-product of human waste, is not removed and may impact groundwater quality_ Distance separation from wells and proper maintenance is necessary to enhance treatment effectiveness. Caring for your septic system An OWTS is designed to treat only household wastewater_ Although household soaps and cleaners should not cause a problem, paints, solvents, thinners, pesticides, antifreeze, or photographic chemicals should never be poured down the drain_ These materials can damage City of Wheat Ridge Building Division your system and seriously pollute the groundwater. Likewise, disposable diapers, cigarette butts, and sanitary napkins should not be put into the system. Kitchen wastes such as bones, eggshells, and coffee grounds do not readily decompose and should be thrown out_ Grease can cause major problems — wipe pans clean prior to washing and don't pour excess grease or drippings down the drain_ Unlike a public sewer, Your OWTS is designed for a limited wastewater flow. Prolonged overloading of the system may cause sluggish drains, sewage backups, or effluent surfacing on STA. Space your water use out over time. Don't do multiple loads of laundry or permit three or four showers in a row. �-lnspectian ports^ Scum vim- Inlet Oude1 Baffle or Baffle or Tea Tee SI udge T Septic Tank Pumping your septic tank Some materials in household sewage are not easily decomposed. Therefore, tanks (including both sides of 2-comparment tanks) should be pumped regularly by a licensed pumper. Otherwise, sludge may enter the bed where it can plug the soil pores and result in failure. In addition, adding an effluent filter to the outlet of your septic tank will help prevent solids from entering your absorption bed. Since replacing a failed absorption bed can cost thousands of dollars, an effluent filter and routine pumping represents a very reasonable investment in protecting your OWTS. Effluent Filters Absorption beds An absorption bed is where treated wastewater enters the soil. Plastic (PVC) pipes in the bed can be crushed, so vehicles should never be driven or parked on an absorption bed. Cattle or horses may also compact the soil and damage the pipes. If your OWTS is in a pasture it should be fenced to keep out livestock. Erosion can remove the soil cover and allow sewage to escape from the bed, but Page 4 of 4 this can be prevented by maintaining proper drainage and establishing vegetative cover (excluding trees, whose roots can enter and clog pipes). If the bed is located in a lawn area, restrict watering to prevent saturation of the ground. Additives Some commercial additives claim to improve the operation of your system. While they will probably not cause any harm, they are not needed to assure proper operation. Beware of claims that a chemical additive will "rejuvenate" your system or make pumping the tank unnecessary. Summary Don't dispose of items that will destroy the natural digestion processes in your OWTS, contaminate the ground water, or overload the system with excess water. Have the tank regularly inspected and pumped_ If you follow these few simple rules, your OWTS will prove to be a safe and economical onsite method of wastewater treatment for many years. Despite the best of care, some systems do malfunction, either backing up into the dwelling or leaking from the absorption bed_ Should this happen, contact the Health Department at once. They can advise you on procedures to repair the system. Printed on Recycled Paper City of Wheat Ridge Building Division FLOORS TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST'' ° (Deck live load = 40 psf, deck dead load = 10 psf, snow load 5 40 psf) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to V. -inch thickness of stacked washes shall be permitted to substitute for up to 1/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS t— MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE Ledger' 2 inches° ala inch Band Joist` 3/a inch 2 inches ROW SPACING 15/s inches° 2 inchee 1 15/s inches" For SI: 1 inch = 25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). 5" MAX (D (0 1, 4W 2" MIN. LEDGER For SI: 1 inch = 25.4 mm. C 170 N O LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS 5.5" MIN. FOR 2 X 8' 'DISTANCE SHALL BE PERMIT-€_ 6.5" MIN. FOR 2 X 10 BE REDUCED TO 4.5" IF LAG S( ® 7.5" MIN. FOR 2 X 12 ARE USED OR BOLT SPACING 1, REDUCED TO THAT OF LAG SE TO ATTACH 2 X 8 LEDGERS TQ � BAND JOISTS. 3/4" MIN. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 2018 INTERNATIONAL For SI: 1 int JOIST SPAN CONNECTION DETAILS 6' and less 6'1" to 8' 8'1" to 10' 10'1"to 12' 1 12'1" to 14' 14'1" to 16' 16'1" to 18' On -center spacing of fasteners 30 23 18 15 13 11 10 1/2 -inch diameter lag screw with'/2 inch maximum sheathing`," 1/2 -inch diameter bolt with'/2 inch maximum 36 36 34 29 24 21 19 sheathing' '/,-inch diameter bolt with 1 -inch maximum 36 36 29 24 21 18 16 sheathing` For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to V. -inch thickness of stacked washes shall be permitted to substitute for up to 1/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS t— MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE Ledger' 2 inches° ala inch Band Joist` 3/a inch 2 inches ROW SPACING 15/s inches° 2 inchee 1 15/s inches" For SI: 1 inch = 25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). 5" MAX (D (0 1, 4W 2" MIN. LEDGER For SI: 1 inch = 25.4 mm. C 170 N O LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS 5.5" MIN. FOR 2 X 8' 'DISTANCE SHALL BE PERMIT-€_ 6.5" MIN. FOR 2 X 10 BE REDUCED TO 4.5" IF LAG S( ® 7.5" MIN. FOR 2 X 12 ARE USED OR BOLT SPACING 1, REDUCED TO THAT OF LAG SE TO ATTACH 2 X 8 LEDGERS TQ � BAND JOISTS. 3/4" MIN. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 2018 INTERNATIONAL For SI: 1 int BEAM SPLICE (IF REQUIRED) ._ MUSTOCCUR OVER POST APPROVED POST CAP = 25.4 mm. 5'F MINIMUM FOR BEAM SPLICES (IF REQUIRED),-- BEAM EQUIRED)-- BEAM OVER POST CAP BEAM OVER POST FIGURE R507.5.1(1) DECK BEAM TO DECK POST MINIMUM 2" MINIMUM 212 SINGLE PLY BEAM MULTIPLE -PLY BEAM r (2)1/2" DIAMETER THROUGH -BOLTS OR APPROVED EQUIVALENT CONNECTOR POST NOTCH - FOR FULL -BEAM BEARING BEAM SPLICE mm. >_ 2' -T 5" 2 2%a" 2 21/2' MIN. FIGURE R507.5.1(2) NOTCHED POST -TO -BEAM CONNECTION AL RESIDENTIAL CODE® 23.. 4 FLOORS 167 City of Wheat Ridge Building Division EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST — OR ENGINEERED RIM BOARD 2" MIN. 1 5/e" MIN. 5" MAX. 2" MIN. V. v h FLOOR FRAMING o O oo. o a � o o � p EXISTING o:. o: oa o d FOUNDATION WALL _ For SI: I inch = 25.4 mm. DECK JOIST LAG SCREWS OR BOLTS JOIST HANGER FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FLOORS City of Wheat Ridge Building Division Fm 51: 1 inch= 25.4 mm. FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS 2018INT1:0k1A-.-.... --db 171 FLOORS NOTE: THIS DETAIL IS APPL WHERE FLOOR JOIS PARALLEL TO DECK 2" MIN. FLOOR JC For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. SHEATHING SIDING FLASHING FOR WATER TIGHTNESS DECKING APPROVED JOIST HANGERS 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750 LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS City of Wheat Ridge Building Division 172 2018 INTERNATIONAL RESIDENTIAL CODE✓ City of Wheat Ri Build Lap siding over — -_- foundation a minimum of 1" 6" min. Finished grade 36" An. or : Note: Check below frost depth with local building department for swelling soils. Caissons may ;' ,>�_•- be required. 9/19/19 1Y' x 10" steel anchor bolts 6'-0" O.C. max., 7" min. penetration max. 12" from corner and 12" from each end of plate (min. 2 bolts per plate). Bottom plate shall be min. 8" above grade, or be treated wood or decay resistive wood 3 1/2" Minimum concrete slab Fiberboard expansion joint Provide #4 rebar vert. @ 4'-0" O.C. insert rebar into concrete footing or key way #4 rebar min. continuous top of stemwalI & at footing with 18" laps 3" Extent of header with double portal frame (two braced wall panels) a Extent of header with single portal frame (one braced wall panel) Tension strap per table Fasten King stud to R602.10.6.4 (on opposite side header with 616D r 2' -18' Finished width of opening of sheathing �� sinkers for single or double portalA. pony wall • ' height - Min. 3" x 11.25" Net Header • Typical portal 1,000 Ib. strap opposite sheathin_ frame construction L a' Fasten plate to header with two rows of 16D sinker L o, nails at 3" O.C. typ. .� For a panel splice - 3 t Fasten sheathing to header with 8D common or (if needed), panel m d alvanized box nails in 3" grid pattern as shown and edges shall panel a 3" O.C. in all framin studs, blockin , and sills blocked, and occur g g �p within 24" of mid- co id- ` Min length of ane! per table R602.10.5 height. One row of E Q t g p p iyp. sheathing -to- --Min. double 2x4 framing Min. double 2x4 post framing nailing is required. If 2x4 3/8" min. thickness wood structural panel sheathing blocking is used, --with 8D common or galvanized box nails at 3"o.c. In all the 2x4's must be framing( studs, blocking, and sills) Typ nailed together with 316D sinkers Min.(2) 3,500 Ib. tie -down device (embedded into concrete and nailed into framing in. 1,000 Ib. tie r down device _p•_ Min (1) 5/8" diameter anchor bolts installed per section R4033.1.6 -with 2"x2" x3/16" plate washer Min. reinforcing of foundation, one #4 bar top and bottom . Lap t ;" bars 15" min. �:... Fasten top pla to header with two rows of 16 :.. sinker nails at o. c. Ty p. — Min. 3/8" wood structural pane sheathing This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under City of the 2018 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements.MUNITY ❑EVELOI'MENT 151 1/2" x 10" steel anchor bolts 6'-0" Max. 10' O.C. max., 7" min. penetration wall height max. 12" from corner and 12" from each end of plate (min. 2 bolts per plate). Bottom plate shall be treated Lap siding over or be separated from concrete foundation a by an impervious moisture minimum of 1". barrier and be 8" above grade. 3 r/2" Minimum �� "';X 6" '' Concrete Slab Finished.:.'.::. grade 18" , ; #4 rebar min. cont. top & Note: Check with local bottom with 18"laps building department for 12" swelling soils. Caissons may be required. Lap siding over — -_- foundation a minimum of 1" 6" min. Finished grade 36" An. or : Note: Check below frost depth with local building department for swelling soils. Caissons may ;' ,>�_•- be required. 9/19/19 1Y' x 10" steel anchor bolts 6'-0" O.C. max., 7" min. penetration max. 12" from corner and 12" from each end of plate (min. 2 bolts per plate). Bottom plate shall be min. 8" above grade, or be treated wood or decay resistive wood 3 1/2" Minimum concrete slab Fiberboard expansion joint Provide #4 rebar vert. @ 4'-0" O.C. insert rebar into concrete footing or key way #4 rebar min. continuous top of stemwalI & at footing with 18" laps 3" Extent of header with double portal frame (two braced wall panels) a Extent of header with single portal frame (one braced wall panel) Tension strap per table Fasten King stud to R602.10.6.4 (on opposite side header with 616D r 2' -18' Finished width of opening of sheathing �� sinkers for single or double portalA. pony wall • ' height - Min. 3" x 11.25" Net Header • Typical portal 1,000 Ib. strap opposite sheathin_ frame construction L a' Fasten plate to header with two rows of 16D sinker L o, nails at 3" O.C. typ. .� For a panel splice - 3 t Fasten sheathing to header with 8D common or (if needed), panel m d alvanized box nails in 3" grid pattern as shown and edges shall panel a 3" O.C. in all framin studs, blockin , and sills blocked, and occur g g �p within 24" of mid- co id- ` Min length of ane! per table R602.10.5 height. One row of E Q t g p p iyp. sheathing -to- --Min. double 2x4 framing Min. double 2x4 post framing nailing is required. If 2x4 3/8" min. thickness wood structural panel sheathing blocking is used, --with 8D common or galvanized box nails at 3"o.c. In all the 2x4's must be framing( studs, blocking, and sills) Typ nailed together with 316D sinkers Min.(2) 3,500 Ib. tie -down device (embedded into concrete and nailed into framing in. 1,000 Ib. tie r down device _p•_ Min (1) 5/8" diameter anchor bolts installed per section R4033.1.6 -with 2"x2" x3/16" plate washer Min. reinforcing of foundation, one #4 bar top and bottom . Lap t ;" bars 15" min. �:... Fasten top pla to header with two rows of 16 :.. sinker nails at o. c. Ty p. — Min. 3/8" wood structural pane sheathing This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under City of the 2018 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements.MUNITY ❑EVELOI'MENT 151 9/9/13 %ALY U1 uilding Guide Wheat Ridge Building Division Colorado Chapter of the International Code Council How to Use this Guide Provide two sets of plans, drawn to scale and complete the following (hint: use graph paper with 1/4" squares. Example: 1/4" = 1'): Check with your jurisdiction for additional requirements. I . Complete this. Building Guide by filling in the blanks on page two, and indicating which construction details will be used. 2. Ppovide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. See page 3. 3. Fill out a building permit application. The majority of permit � applications are processed " with little delay. The submitted documents will help determine if the /#/ / project is in compliance with building safety codes, zoning ordinances and _ other applicable laws. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public health, safety r and welfare to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this building guide, please write to the Colorado Chapter of the _ International Code Council, P.O. Box 961, Arvada, CO 80001. http://www.coloradochaptericc.org This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Directions 1. Fill in the blanks. Please print legibly. 2. Indicate in the check box which detail from page 4 will be used. Size and Spacing of Lags (example: Two 112"x 4 112" lags @ 16"0. C.) Existing bldg. /Electrical outlet -/-Electrical required on decks Approved flashing required , Type of decking X - (example: 1 x 4 or 2 x 6- Trex) %rX' high guard with balusters spaced so that a •E 4 Inch diameter w sphere cannot pass through •� CO Beam splices to occur over .� posts with 1 1/2" bearing Attach decking with non corrosive fasteners � r V Check one ❑ Detail B ❑ Alternate Detail 131 ❑ Alternate Detail 132 Detail A (see page 4) (see page 3) Conditions such as attachment to cantilevers or veneers may require Engineer's approval Detail C (see page 4) Finished orade Note: Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency .c escape window to be fully opened and provides a path not less than 36" in height to a yard or court. 6'8" required for walk out basements or patios. CO :B i 2x joists spaced if apart (example: 2 x 10" spaced 24" apart) U x beam (example: (2) 2 x 10 - see detail B) 2x rim joist (example: 2 x 10 - see Alternate B1 & B2) X posts spaced apart (example: 4 x 4 posts spaced 8' apart) Span (example: 131. 4" ) Type of siding (existing) city of Wheat Ridge Building Division 9/9/13 Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 36' City of (heat Ri ilding Div Tempered windows may be required Decking Lighter Door to interior � W !fir AA, MP12111111111M.51 tairs �rr. irin r► Age EWA, wr■ irr► FA � �r rAr / isi• IN FAA 1!W" I-'0:00 . l.19 � I Show post I r size .rte �r� Od .•rl Install diagonal brace to underside of deck joists Beams x x x x 9/9/13 Electrical outlet x = Show Dimension This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 131 Existing building Beam splices to Approved flashing required behind existing siding occur over posts 1 Attach to joists with non -corrosive fasteners with 1 /2 bearing Attach ledger to existing bldg. with non -corrosive fasteners. 17 Locate fasteners to penetrate rim joist or wall studs. Non -corrosive metal joist hanger Non -corrosive - Approved flashing metal joist Conditions such as attachment to cantilevers or hanger veneers may require Engineer's approval Beam splices to occur over posts with 1 1/2" bearing Secure posts to beam Full depth 2x solid blocking with through bolts Non -corrosive metal post/beam connector 1/2" (min,) diameter anchor bolt embedded 7" min. into concrete pier or the equivalent _ Finished rade : . .. ' JDivision •4 .) diameter pier • ..: rBuilding andout was developed by the Colorado Chapter of the ational Code Council as a basic plan submittal under 12 International Residential Code. It is not intended to all circumstances. Check with your Department of Safety for additional requirements. Beam splices to occur over posts with 1 1/2" bearing 9/9/13 Secure posts to beam with through bolts Non -corrosive metal post/beam connector Secure posts to beam with through bolts 24" Non -corrosive metal post/beam connector Non -corrosive metal post anchor 8" min. If less than 8", post must be decay resistive 9/9/13 New or existing light required Guardrail Deck 36" min. height Guardrail required if more than 30" Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. "'-Less than �6" dia. I C! 10" min. run from nosing to nosing Open risers less than 4" 34-38" above nosings 7 3/4" max. rise --F Handrail (see details below) Landing same 36" Min.width as stairs 0. 1 /1 �-- Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 21/4 inches in cross section for non circular handrails. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.7.8.2 IRC) Type 11 Type I 1 1/4" - 23/4 max. 1-1/2" min. 13/4 " 13/4" 1 1/4" - 2" Grip able Wall or other surface 1 1/2" min. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. City of Wheat Ridge 15.1 Stairway Notes: Openings for required 1- Stairways shall be not less than 36" in width. 2. Stairway rises shall be not greater than 7 3/4". guards on the sides of stair treads shall 3. Stairway treads shall have a minimum run of 10', not allow a 4 3/8" 4. The length of Run and the height of Riser shall not diameter sphere to vary more than 3/8" in the entire run of the stair. 5. Stairs are required to be illuminated. pass through. 6. Open risers permitted if opening is less than 4". 7. A nosing not less than 3/4" but not more than 1 1/411 shall be provided on stairways with solid risers, and less than 11'. 8. Composite materials (example:Trex) may require 4 or more stringers "'-Less than �6" dia. I C! 10" min. run from nosing to nosing Open risers less than 4" 34-38" above nosings 7 3/4" max. rise --F Handrail (see details below) Landing same 36" Min.width as stairs 0. 1 /1 �-- Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 21/4 inches in cross section for non circular handrails. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.7.8.2 IRC) Type 11 Type I 1 1/4" - 23/4 max. 1-1/2" min. 13/4 " 13/4" 1 1/4" - 2" Grip able Wall or other surface 1 1/2" min. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. City of Wheat Ridge 15.1 f. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ;2-C>;2t!P :Z?:g ❑ No one available for inspection: T' AM�p Re -Inspection required: YeS�°fvo When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Inspector: h - DO NOT REMOVE THIS NOTICE f. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ;2-C>;2t!P :Z?:g ❑ No one available for inspection: T' AM�p Re -Inspection required: YeS�°fvo When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Inspector: h - DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202000355 PERMIT NO: 202000355 ISSUED: 02/18/2020 JOB ADDRESS: 4285 Parfet St EXPIRES: 02/17/2021 JOB DESCRIPTION: Replacing 3 ton, 13 seer A/C in attic. *** CONTACTS *** OWNER (303)931-7722 GOSS BRANDEE K SUB (303)466-4209 ROSALIE COOPER 018111 COOPER HEATING & COOLING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,312.00 FEES A/C Replacement 60.00 Total Valuation 0.00 Use Tax 69.55 ** TOTAL ** 129.55 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES PERMIT N0: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. A/C Replacement PERMIT - 202000355 202000355 ISSUED: 4285 Parfet St EXPIRES Replacing 3 ton, 13 seer A/C in attic. 02/18/2020 02/17/2021 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alt entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 maybe subject to a fee equal to one-half of the originalpennit 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 androcedures 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 and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or g anting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any OK icable code o fny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp a e 635.�- From: no-reply@ci.wheatri dge.co.us Sent: Tuesday, February 18, 2020 11:08 AM To: CommDev Permits Subject: Online Form Submittal: Residential Replacement Air Conditioner/Evaporative Cooler Permit Application Residential Replacement Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT AIR CONDITIONER OR EVAPORATIVE COOLER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential replacement AC or Evaporative Cooler like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 4285 Parfet St. Aaron Goss 303-931-7722 brandee.goss@gmail.com Goss cc auth form.pdf CONTRACTOR INFORMATION 1 $ IC2 I. �� Contractor Business Name Contractor's License 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) Cooper Heating and Cooling 018111 720-464-4477 Contractor Email Address kdaniels@coopergreenteam.com Retype Contractor Email Address DESCRIPTION OF WORK kdaniels@coopergreenteam.com What type of replacement Replacement Air Conditioner unit are you installing? How many tons is the 3 unit? For AC - what is the 13 SEER? For Evaporative Coolers, what is the CFMs? Where is the unit located attic (for example, rooftop, backyard on ground etc)? Is electrical needed for re- Yes hook? If electrical work is being 018111 performed, you must provide electrical contractor's Wheat Ridge license no. and scope of work. Project Value (contract 3312 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT z 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 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. Person Applying for Kathi Daniels Permit Email not displaying correctly? View it in your browser. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type 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 Inspector Initials Concrete Encased Ground (CEG) Wall Sheathing Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections I Date Inspector Comments Initials Electrical Sewer Service Plumbing I I I Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof I Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector CommentsInitials 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 U 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 that rougn inspections are compietea nuns L1 le me LASUICL a"U U Vc L!—i ...• by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather r A i CITY OF WHEAT RIDGE Building Inspection Division" (30 3) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: / %8 ❑ No one available for inspection: Time Re -Inspection required: Yes P� When corrections have b en made, call for re -inspection at 303-234-5933 Date: 'Inspector: - ry DO NOT REMOVE THIS NOTICE (5 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: A� Job Address: Permit Number: ❑ No one available for inspection: Time CU; c S 4IUPM Re -Inspection required: Yeses When corrections have been made, call for re -inspection at 303-234-5933 Date: -7"/ l 11 Inspector: K/' , DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201703285 PERMIT NO: 201703285 ISSUED: 07/05/2017 JOB ADDRESS: 4285 Parfet ST EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 55 sq. *** CONTACTS *** OWNER (720)937-4677 GOSS AARON J SUB (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,700.00 FEES Total valuation 0.00 A P4 a A I wD k Use Tax 350.70 Permit Fee 315.25 ** TOTAL ** 665.95 *** 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. City of Wheat Ridge Residential Roofing PERMIT - 201703285 PERMIT NO: 201703285 ISSUED: 07/05/2017 JOB ADDRESS: 4285 Parfet ST EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re—roof to install Owens Corning Duration asphalt shingles with 55 sq. I, by rny signature, do hereby attest that the work to be performed shall comply with all accompanyin y approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date - e I . 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and 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 and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Div 6. 3'I' issuslince or grants f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app any o. cl n r gulation of this jurisdiction. Approval of work is subject to field inspection. -:3 Signature of Chief Building Official 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 between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 22, 2017 4:02 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application — 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 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 for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 4285 parfet st aaron goss 720-937-4677 Field not completed. t 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 Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number monarch construction 100243 3039811265 Contractor Email Address ascott@monarchroofs.com Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: ascott@monarchroofs.com No o/c duration Asphalt Field not completed. How many squares of the 55 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No ✓ Field not completed. TOTAL SQUARES of all 55 l/ roofing material for this project z Provide additional detail entire house here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 16700 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 alicia Scott Email not displaying correctly? View it in your browser. 3 t7wwwlry. DAR "p-MATF, 106 Top 1% of roofing contractors BBBPHONF�tae'li9014265 FAu , 303V4 k6-r*41 ARCHCOPUMAILM Mul, MON Ll t.. W,� u'ustrimer Name e Address L-� /I 1 (0" ��o --3:? �12 �7= Phony Aft Phone Email Insurance Company Claim# fns.Policy# X�6 e"700 Monarch Construction & Roofing, LLC will be referred to in this contract as Monarch. The scope of work, and materials idenfifert below are the scope of work recommended by Monarm Construction & Roofing: Monarch is not obligated to perform any part of the scope of work, that is not approved by the insurance company unless you authorize the work and agree to Day for this additional work qhirm�+fAanufar,hirpr t11A.A9,dkX (IIPV!'✓C, Tyne Color Int. .stall ar off all existing layers layers) Tear off onelayer of wtooc shake shingles Decking (7116'OSBI CZsheets of QSB are included, each additional sheet will be $65 per sheet stall New Underlayment 3016, .__XSyntt, VI stall Pre Parotid metals to code Brown Charcoal Tan Gray White Other, ey(s) will be closed with ice & water shield 17-1 Valley(s) Will be open Ridge (s) to be color -coordinated with shingfie ages) ge(s) to be Nigh -Profile and color -coordinated with shingle A.5 tall new pipe lacks a& R@8404 dw izzag-e— ")eAk—, 4�,e_ osej face vents ir V Re flash chimney(s) and all wall abutment as needed wall Rage Vent a2,LF tall Ice & Water shield per code, as well as all vents and skylights �,"stall " nails per shingle as required by city/county codes, — SatelliteiDisf. Alignment (each customer will need to contact the provider to re -align dish after roof installation) lol .. ........... ........... . . x/15'61 Inspections will be completed as citylcounties allows, I have read the back of contract # 23 lot __ X, Z5 -year workmanship warranty on roofing, ail other construction Trades will receive a I yr, workmanship warranty ktended Warranty Per Sq, Circle: Owens Coming Platinum GAF Other: .. . ... .. ..... . . ,VAIarch Construction & Roofing will provide general liability insurance coverage of $2,000,Q00 general aggregate r' magnetic sweep of driveway and yard for removal of any nails Remove all trash and debris from work listed Gutters ._Atjd_LF Size: 5 -inch or 6 -inch Color: lint ...... ... . ... .. .. . .... .. Replace Gutter Screens Type: Vic' Insurance funds include Mortgage Company Yes iib (if yes please complete the third party authorization form) lot Special Instructions— . . .... ____ . . ........... . . . .......... __� e The approximate cost of the services based on damages known at the time this contract is entered is I determined by 70A........ insurance. Monarch will perform the scope of work approved by the insurance company. Monarch will supplement for1ritems priced low. not included or items needed to pass dtprcountv codes, which may increase initial dollar amount that insurance is paying out, -Supplemental claims billed by Monarch that are approved by the insurance company for adorkonal work, or increases in costs become a part of this contract. The 9nal scope and price agreed on between the insurance compary and Monarch shall become the final contract DrIce for the insurance approved scope. Customer will be responsible to pay for any upgrades; deductible, non-recoverable deprecation or additional work authorized by the customer that the insurance company determines is not covered within the scope of coverage provided by your insurance policy. Approximate Dates of Service: #.) — - Z -0 , 1 7 ---these dates of service are subject to change due to unusual delays in transportation of materials, payment delays, insurance approval, ordinary weather dellays, or by any other causes beyond reasonable control of Monarch. Monarch will provide communication to customer to show tentative dates, Notice: :f the property owner plans to use Droceeds of a property and casualty insurance policy issued pursuant to par' , I of article 4 10, G R,S,, to pay for the roofing ream pw5uant to section 6-22-105, 1he roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or re4ale all or part of any insurance- deductible applicable to the insurance c'Dirn fcf payment on the covered residential properly. 11we) hereby authorize & instruct the insurance company & Iwo holders to include, the name of Monarch Qoi�tiruction & Roofino LLC as co -payee or,, any subserfuent inns draft or anecks after today's date as dicaled above, I (we) authorize any legal representative aridiol agent of Monarch Construetion fo o0fain information necu5sary h in , nximpste a fiurding pr ess relative to the cialm riurrbe( referenced above. (,we) further eumoue Mororch to pick up in parson any loss drafts, or checks ori my!our 5enaff of "Aioarch, City of Wheat Ridge Residential Roofing PERMIT - 060135 PERMIT NO: 060135 ISSUED: 03/22/2006 JOB ADDRESS: 4285 PARFET ST EXPIRES: 09/22/2007 DESCRIPTION: T/O existing layers. 55sqs ofTamko 25 yr 3-tab. layoever re CONTACTS gc 303/425-7531 Jack Borfitz 01-9983 J& K Roofing Inc. owner 303/748-6970 Sandy Minetor PARCEL INFO ZONE CODE: UA USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,762.00 FEES Permit Fee 162.90 Total Valuation .00 Use Tax 103.72 mm TOTAL 266.62 Comments: Documents fmm the marrufacturer shal( be onsite for final roof inspection which specify roofing materials have been instal/ed to meet 110 MPH tiu+ee-second wind gust---IBC I hereby certif MO, tances proposed by this permit application are accurate, and do not violate applicable ordinanres, r es he City of Wheat Ridge or covenants, easemen ts or reatrictions of record; that all measurements showade are accurate; tha[ I have read and agree to abide by all conditions printed on this ap~ nd t sponsibility for compliance wi[h the Wheat Ridge Building Code (I.B.C) and all other applicableuileat r work under this pe[mit. Plans subject to field inspec[ion. Signaturelyf cont-7'94or~wner date 1. This p~mit was issued in accordance with [he provisions set forth in your application and is subject [o the laws of the State Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permiC shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, prwided no changes have been or wi11 be made in the original plans and specifications and any suspeneion or abandonment has not exceeded one (1) year. If changea have been or if suspeneion or abandonment exceeds one (1) year, full fees shall be paid for a new permiL 4. No work of any manner sha11 be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Euilding Inspector twenty-EOUr (24) hovrs in advance for a11 inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of permi ~rt e wal of drawings and specifications shall not be constrved to be a permit for, nor an a rova an olation e rovisions of the building codes or any other ordinance, law, rule or regulation. All plan r e}.~.' ,suD ct ield inapections. of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSZNESS DAY FOR INSPECTION THE FbLLOWING BUSINESS DAY. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Date : 3IinIo~ Property Owner Property Address : s#Z?)S phone : 304g' or] l7 Contracror License No. : I q1g5 Company:-::y~~/' e0M~ Phone:3'42S" Q~~i OWNER/CONTRACTOR SIGNATURE OF UNDERSTANOINa AND AGREEMENT I hereby cerNly that the uWacJc distances proposed by Nis pertnit applkation aro aceunte, and do not violale applieable ordinanas, ruks a regulations ot the City of Wheat Ridye or coVenanti, eesements Of rcstrictions Of record; that ell measuroments Shown, and aliega[ions made arc aaunte; that I have read and a8ree to abide by all condkions printed on this apDlication, and that I assume full responsibility (or comphanee wilh the VJheat Ridge Building Code (U.B.C.) and all other appliwble Wheat Ridge ordiqances, lor work under this Pertry'L . Building Perma Number : ConstrucGon Value:,51`)(67, Or) Permit Fee : Use Tax : Total: $0.00 (OWNER)(CONTRACTOR) SIGNEDiYIL" U 4 VI (A711M/L~ATE US2 : - oescription --aL° OrF I-Z L,1q61PJy Ok3 Td.l& ,Sh LRpyCT- ~7~ Lf' 1AJnv~ Ovn ~ rrr,rMr nct~ 3T0~8 DEPARTMENT USE ONLY SIC Approval : Zoning : P-Uj [a I flMOMMA111 Approval : P_QlSl~ft11118fxw6f Rme1im Approval: Occupancy : Walls ElecUical License No : Company : Expiration Date : Approvai: Root Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval: (1) Tluf permil was IuueA N ai Regulaliona arM BuiWiny G (2) This Demm s1uY aaPre d(A .wnaonea tor a penoa a t (7) II Uus pemil exprea, a new ariqinal plans aM spedfinl eaceeda ona (1) Year, WlI le 14) No work W any manner alu (s) Conkw« snaa mafy Ne e poceeEnnp wiN suaeahie (8) iM issua~n d a pemN a a uie euiwYq ooaaa a ary is ul IMh M yopur applimtlon antl is suDieU W Me lam of IM Sute d CobnAO anA b IM Zoninp Oo or any oNer app~ada atlinancea of Ihe Ciry. mrmencaC wMin suM (80) E+Yf Irom lawe W ta a(B) tM buiEhq aWwlzaC p suspeMeO or ed lOr a fee W pwdWtl Ne airounl rqrmally rcquired. qwided m chmpea Mva Desn u Mp be maAe h Uw tbn a a0an0orunent lus not aceMeE one (1) Year. It duipea ara maEe a M wspmsion or aUarWmment nOw permiL inqa tlw naWral Ibw ol waler nusing a tlninage poDlem irydow (V) Murs In aEvana la all inspedions ana shaq reeeM w'Itlen approvd on Wpactlon nM Defora W svetifratians snan not x mnswea a be a DerrrkK ror. nar an aGMO'rW a. ,ny Ndatlan a me Drowlsbna i a fe9Walqn. . Chief Building Inspector Sq. FL : Stories : Residential Units : For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR ANO MAYOR CALL: 234-5931 24 HOURS PRIOR TO INSPECTION TAMKO° Blite Olass-Sear PRODUCT DATA T99B84AB ASPIIAIi! SBIN9I.BS Manufactured in Phillipsburg, KS. TAMKOO ELITE GLASS-SEAL* self-sealing 3-tab \ shingles are made with a tough TAMKO fiberglass mat coated on both sides with a thick layer ot weathering-grade asphalt and surfaced with ceramic granules. For application to roof decks with inclines of not less than 2 inches per foot. For slopes between 2 inches and 4 inches per foot, refer to wrapper instructions. • 25-year limited warranty, 3-year FULL START, limited transferability, winds up to 60 MPH. • Superior fire resistance compared to organic shingles. Listed by UL for: Tested in compliance with: Ciass A Fire Rating UL 790/ASTM D 3018, Type I; ASTM E 108, Class A Wfnd Heststarice UL 997/ASTM D 3161, Typs 1, Ctass F(if0 mpM ASTM D 3462 ICC-ES ESR-1501 Fed. Spec.: Exceeds SS-S-001534, Class A. Type I • White • Weathered Wood • Rustic Brown • Tile Red Blend • Rustic Cedar • Sand Pebble • Pastel Green • Empire Green Blend • Antique Siate • Pastel Red • Grey Biend • Rustic Black ~ • Tweed Blend Shingle size 72" X 3 Exposure 5" Shingles per square SO Bundles per square 3 'All values statetl as rwminal i CAUTION: The National Institute for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen. I Do not heat or burn this product. ~ For irROrmetbn ~epartlirg a mpy o1TAMK0 s Omitetl werzenry, contact your bcel TNMKO repreaentative, vist us onlina at ~~mkommorcellusate00ba1JB91. TAMKO 082005 Centrel District 220 West 4th St., Joplin, MO 64801 800-641•4697 ROOFIN6 PRODOCTS Northeast Disiricl 4500 Tamko Dr., Frederick, MD 21701 810368-2055 SouMeast District 2300 35M St., Tuscaloosa, AL 35401 800-228-2656 TqMNOLOgo,ROOferLago,EliteGlessseaN' $Ol11hW2SSDIStflCI 7910S.CenValExp., Dallas,TX 75216 800-443-1$34 aM TAMKO* are reglateretl tretlemvks of TAMKO°' ROOtiug Protlucis, Inc. W2SIBff1 DISVICI 5300 Easl 43rd Ave., Denver, CO 80216 800-530-8868