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Home My WebLink About4183 Everett DriveINSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:, f �Z r /,(,,o 3 ADDRESS: l%/�3L� ,1e JOB CODEA� Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation 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. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof' 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: / . a3ADDRESS: V/ ?3 F 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 Comments 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* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection'`' 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 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: 70 q Job Address: i9 9V L0/_& Permit Number: Q-0170,6603 i A ❑ No one available for inspection: -T. ef/'f AM/PM , Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: i /9 /t Inspector: 4%� DO NOT REMOVE THIS NOTICE ** CONTACTS *** City of Wheat Ridge )WNER (303)420-4541 Residential Remodel PERMIT - 201700082 080111 SG Electric ;UB(720)435-3031 Slawomir Golabev ISSUED: 01/20/2017 ERMIT N0: 201700082 EXPIRES: 01/20/2018 OB ADDRESS: 4183 Everett DR between existing two bedrooms to make large OB DESCRIPTION: Interior remodel - remove wall at master bedroom to increase closet size and SUBDIVISION CODE: master bedroom, add new wall move existing walls in bathroom to increase master bath for shower/tub. ** CONTACTS *** )WNER (303)420-4541 DORSEY EMERY A IV 080111 SG Electric ;UB(720)435-3031 Slawomir Golabev 100264 United Plumbing Services Co. ;UB (720)275-8725 Richard Collins k** PARCEL INFO *** USE: UA / Unassigned 7,ONE CODE: UA / Unassigned / 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 SUBDIVISION CODE: ESTIMATED PROJECT VALUATION: 25,000.00 *** FEE SUMMARY *** FEES 0.00 Total Valuation 287.33 Plan Review Fee 450.00 Use Tax 442.05 Permit Fee 1,179.38 ** TOTAL ** *** COMMENTS *** *** CONDITIONS *** WM: All work shall comply with applicable codes and ordinances and is subject to field inspections -Smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Per City of Wheat Ridge policy, carbon monoxide detectors are required to be installed in the same manner and locations as smoke alarms. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. apc)%D, _ . I NSPEC I Occu anc / ION RECORD n v T INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. =Callthe pection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Pier Initials Comments Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Wall Sheathing Initials Comments Mid -Roof Lath / Wall Tie Rough Electric Rouse Plumbing/Gas Line 17% Rough Mechanical, Rough Framing �//� 71 Rough Grading �J Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping &Parking /Planning Dept. Inspections from these entities should be requested ROW & Drainage / Public Works Dept. one week in advance. For landscaping and parking Floodplain Inspection (if applicable) inspections call 303-235-2846. For ROW and drainage Fire Inspection / Fire Protection Dist. inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Final Electrical l /' Final Plumbing 44 Final Mechanical �6 Roof 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 rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window — Please email insptimerequest@ci.wheatridge.co.us by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201706603 PERMIT NO: 201706603 ISSUED: 08/25/2017 JOB ADDRESS: 4183 Everett DR EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 35 sq *** CONTACTS *** OWNER (720)289-7664 DORSEY EMERY A IV SUB (303)593-2761 Caine Knapp 170225 Gold Star Premium Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,000.00 FEES Total Valuation 0.00 Use Tax 189.00 Permit Fee 188.45 ** TOTAL ** 377.45 *** 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) 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. . City of Wheat Ridge Residential Roofing PERMIT - 201706603 PERMIT NO: 201706603 ISSUED: JOB ADDRESS: 4183 Everett DR EXPIRES: JOB DESCRIPTION: Residential Re -roof to install asphalt shingles 08/25/2017 08/25/2018 35 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be peri"ormed a�Ohat 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, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building OfficT1 REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 6 Dane Lovett G 17o From: no-reply@ci.wheatridge.co.us G� Sent: Wednesday, August 23, 2017 3:31 PM Q To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Q_ Follow Up Flag: Follow up Flag Status: Completed I Residential Roofing Permit Application _�16 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 Q, AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4183 everett dr wheat ridge, CO Property Owner Name EmeryDorsey Property Owner Phone 720-289-7664 Number (enter WITH dashes, eg 303-123-4567) $377,` T 105 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 jspearsgspr@gmail.com Yes dorsey contract.pdf CONTRACTOR INFORMATION Contractor Business Gold Star Premium Roofing Name bL Contractor's License 170225 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-593-2761 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 1425 BRENTWOOD ST SUITE 14 (Primary address of your business) Contractor Email Address jspearsgspr@gmail.com Retype Contractor Email jspearsgspr@gmail.com Address DESCRIPTION OF WORK / TOTAL SQUARES of 35 l the entire scope of work: Project Value (contract9000 value or cost of ALL materials and labor) Are you re -decking the No / roof? 106 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No // Yes // 35 Certainteed Asphalt Remove and Replace roofing system SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full 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 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 may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 107 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 Caine Knapp Email not displaying correctly? View it in your browser. 108 s� Roofing Inc GOLD STAR PREMILliw ROOFING INC SMALL HOLD INTRUST ANY PAYMEN'T FROM MoMtowNER'UNTit ROOFING MATE hA(S HAVE SEEN DELIVERED Name: Address: t`%,� IE BiiiingAddress: Nome Phone ` )0 ROOFING SISI.: le of Shingles r5 jngle,', Water Shield: P -4.11 rte. :4 1425 Brentwood Street Unit 14 lakew00d, C0 $0214 AGREEMENT ENT T141S AGREE(NEW SuD�EcT TO 1Nsup.M4CE CLQ AP AL Dat> t, C�15 ,.,►a._ zip: O city/StateZip: Work Phone, Midge: 2 -Story: 4I!nt-Ve11Is: Turbines. ;R-Plurnbing Tacks: ismeaal Edging: &� Skylhts: Remove debris from roof, gutters and yard ill�&c i yard.with magnetic. roller ,Protect landscaping 9f—Urftish Permit T SIDING SPECIFICATIONS 0 Exi'�ng°Gr4de'caf Siding 0 style of Sid, ] lva cfa: Siders Edge: soft. ( 'gaps, Ren, ove debris from yard and protect landscaping 0 Eurtilsh Permit . SPECIA ATTETM AREAS 0 mer Pool: n yes d N 0 Existing Gutter Oamage: 0 Yes El Existing�rivelwuy Damage: Ci Yes lntetior'Damagw Erg+sncy Repair:Yes leo NOTES 5 YEARS VVORKA MSHiP PAYMENT SCHEDULE Firit Paym"oua w oefimy of MaWa1 Paid mate: / 1 CK#-- Q $ Paid dam: I i ViK*� @ $ Salem Cue on C*ftvfewn Paid Clete -- - Cit: aAANCE $ 1nartc8 Zvi illtasmniy �trtirusate and Warr upon �i Parym�a»i GENI_R, l CoIVTRACiaR: orrterwaner acknL +ledges CSI R is acting as a general contractor in CO and as such will be entitled to Civerhead and rflfit as allawed by in urance industry standards., l+ �i NCl�/lY�O "l'A 1113 teretty authrrize ttte (surartce arrd r tc rt ge cc�rTapa below to make ark TERAS SNS agreement does riot c�bli ate the y check payable jointly, l op y'o ier�ot GSPR also k own as (Gold Star Premium Roofing Inc) in any way Un- less It is pprrrved by tine tnsu ante to rnpany and accepted SI R, By signing this agreement the homeowner authorizes GSPR, to P 1, eowners best inter sts for a roof/sicling replacetatent`or repair at a` -price agreeable" to tate insurance co. and GSPlt with r dd�ona co tote iF n1 ow er ecce t r tt(e "dedul, 1 < The appioximate , east of services based on damages are ___Rhe final scope a d prig agreed on l etwe r( the inwrance company and GSPR shall become the final contract price for the insuYance approved scofief w rk Upgrades are hoetwners responsibility. Appros�it late bates of 5ervtee.l These dates ref service are subject to ch clue to ulcus l delays in transportation of materials, ordinary weather delays, r fay any other causes 'mond ale tro Accepted by l I3rneowner on, i te: / I 8y` re nl of tr�ntractp . Insurance Co. w G(ai #Modo�,sqe Ca, 3 peid�upgrvtsor Management 1 AWL A =------- »— - N ApIpova( ....,.,_..� i City of Wheat Ridge Residential Roofing PERMIT - 201706603 PERMIT NO: 201706603 ISSUED: 08/25/2017 JOB ADDRESS: 4183 Everett DR EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 35 sq **REVISION**Adding redecking; Added valuation: $7,000.00 *** CONTACTS *** OWNER (720)289-7664 DORSEY EMERY A IV SUB (303)593-2761 Caine Knapp 170225 Gold Star Premium Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,000.00 FEES Total Valuation 0.00 Use Tax 336.00 X15.t Permit Fee 299.40 ** TOTAL ** 635.40 *** 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) 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. - City of Wheat Ridge Residential Roofing PERMIT - 201706603 PERMIT NO: 201706603 ISSUED: 08/25/2017 JOB ADDRESS: 4183 Everett DR EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 35 sq **REVISION**Adding redecking; Added valuation: $7,000.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable municipal codes, policies and procedures, and that I am tle 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 alI 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�nr its' accom�p%anying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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, po plans 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 andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Official Chief Building Ocial 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 granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Sutlding Official %_7 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �Wheat j�id ,e COMMPLJNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Add to Permit # 0 ol �� '3 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:hm-R4± I ) C Y 12 5 �Jhea 1- I CG Property Owner (please print):ffi7r-)^ - 4efnldPhone: �,bb y Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Contact Person: CQ I j c Contractor: Contractors City License #: Contractor E-mail Address: Phone:126-3z L/ O / Phone• Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF v ✓lJ �% Amps Btu's Squares 13-5 Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume fill] responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: /(OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME:! a�nc k SIGNATURE: DATE: G�?Z(7 ZONING COMMMENT& Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District 0 Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required ❑ Not Required Building Division Valuation: $ L. !' 'of- 0 o1- CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E P mi� Job Address: Ll 1 3 v e k 1 14 Permit Number: a 01 7 6 U a ❑ No one available for inspection: Time LI AM/PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: :S Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION N i 110 �i d 77c T-4 { ❑ No one available for inspection: Time ( AM/'� Re -Inspection required: Yes lNo When corrections have been made, call for re -inspection at 303-234-5933 Date: `'�� /'l�' Inspector: DO NOT REMOVE THIS NOTICE A CITY OF WHEAT RIDGE �t/�f Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE 13FI Job Address: L11,03 6 UyckLt"i T Det Permit Number: ;Z O 1-7 OUo 8Z MNo one available for inspection: Time V: D I A /PM Re -Inspection required: Yes No *When corrections have bsa ade, call for re -inspection at 303-234-5933 �� Inspector: Date: { DO NOT REMOVE THIS NOTICE .7 r �U Q MNo one available for inspection: Time V: D I A /PM Re -Inspection required: Yes No *When corrections have bsa ade, call for re -inspection at 303-234-5933 �� Inspector: Date: { DO NOT REMOVE THIS NOTICE 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: 17) �j S Job Address: (-11 f C %I VP It Permit Number: 2_ o 7 t' (�)) 'A, ❑ No one available for inspection: Time—3 U� AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: = '� Inspector: DO NOT REMOVE THIS NOTICE o 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: 1 e ov Job Address: U 1 3 E v e rL Q K_ Permit Number: ao I "7t: () o q -�-- r ❑ No one available for inspection: Time / 6 ' S '�' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:. at* Inspector:� DO NOT REMOVE THIS NOTICE o 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: 1 e ov Job Address: U 1 3 E v e rL Q K_ Permit Number: ao I "7t: () o q -�-- r ❑ No one available for inspection: Time / 6 ' S '�' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:. at* Inspector:� DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ` &Ir,76.n3 /�?e,496 INSPECTION NOTICE Inspection Type: C/ Job Address: `/l b3 Ec/E (2 E7 Permit Number: Zo /-7 0 b 08 2 le C ( ', I J2 to u (, ❑ No one available for inspection: Time I ' da A /P Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 �. s - Date: 1- Inspector: DO NOT REMOVE THIS NOTICE /6-/ 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: P K Job Address: Q k R. it Permit Number: 1P f 1Ud'T F\pero V1 n -f tv 7-a/! P1,0 Sh(ierd .1 S -7*) r) ti ri i, CS v e Ir - 0 ❑ No one available for inspection: Time / Z y T O/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -/Z Inspector: DO NOT REMOVE THIS NOTICE rFOR OFFICE USE i NLN' G4, cif` ;___ , � " Commidg �l�° )��ie��Fr�r'Tr 1permit # Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Pten Review Fee: j Office: 303-235.2855 *Fax: 303-237-8929 Inspection Line: 303-234-5933 Email L-erm—jt—s €b_ci.� eaari _ co its Building Permit Application 6 3 ^' s i' t ♦ iF ♦ +! • " # is { � • - Y • ' i i "; Property Address: Property Owner (Llease print): Ir OILY 'i"c" �!one: City, State, Zip: Contractor: Contractors City License #:Phone: Contractor E-mail Address; Electrical: W,R, City License_# Other City Licensed Sub; @4et i City License Cy 1 Mechanical: WA_ City License # Otter City Licensed Sub: it City License #€ 1 0 Complete all information on BOTH sides of this form COMMERCIAL RESIDENTIAL NEW COMMERCIAL STRUCTURE. ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck., etc.) MECHANICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT D OTHER (Describe) (For ALL projects,_ please provide a AeJt I d description of work to be performed, including current use of areas, proposed uses, square footage, existing` condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) i 1 C E' i s l h } i'�✓ C� vvl !rte i~ wp- eA "D on(D'3 a rb i S 5q. FOLF Btu's Gallons Amps squares other River North Environmental Testing, Inc. 1/11/2017 Emery Dorsey 4183 Everett Dr. Wheat Ridge, CO 80033 Re: Drywall Samples PLM17-011 Mr. Dorsey, Attached are the results of Polarized Light Microscopic (PLM) analysis for asbestos contained in the bulk sample materials submitted to this facility on 1/11/2017 Bulk samples are analyzed in accordance with USEPA test method EPA/600/M4-82-020 and EPA/600/R- 1493/116, which requires that distinctly different materials or layers present within a sample be analyzed and , reported separately. (For measurement uncertainty, refer to table 2.1 in EPA/600/R-93/116 method.) Sometimes it is not possible to completely separate thin or strongly adhering layers, such as paint or adhesive, and a combined result is given. For some complex materials, such as drywall/tape/mud joints, a composite or overall asbestos content may be reported in addition to individual layer results. RIVET, Inc. is currently accredited for bulk asbestos analysis by the National Voluntary Laboratory Accreditation Program (NVLAP) of the National Institute of Standards and Technology (NIST). Our NVLAP laboratory code number is 200448-0. Due to the limitations of the EPA 600 Method, nonfriable organically bound materials (N Bs) such as floor tiles can be difficult to analyze via PLM. EPA recommends that all NOBs reported as non -detect by PLM analysis be further analyzed by Transmission Electron Microscopy for more definitive results. Please note that the PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. The analytical results provided in this report apply only to the samples submitted to the laboratory, This report is confidential. Details of this report will not be discussed with any person or agency not associated with you or your organization. This report must be reproduced in its entirety and shall not be copied in part or used by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. Samples will be held for a minimum of sixty days unless longer storage is requested, If you have any questions regarding the content of this report please call RNET, Inc. at 303-296-6022, Marissa Urdiales Asbestos Analyst murdiales@familyenvironmental.com Cell: 719-214-2837 P Katie I Shaw PLM Laboratory Manager/Asbestos Analyst kshaw@fami!yenvironmental,com Cell: 307-631-4020 Nvt"':_ Llb zee 4, Rivet, North Environmental Testing, Inc. ON REPORT OF TEST RESULTS PLM Bulk Asbestos Analysis NVLAP Lab Code 200448-0 ,L T: Emery Dorsey "ROJECT: PLM17-011 Lab -ID No. Layer No, Asbestos Non -Asbestos Sample ID Description Layer % Type N Components N PLM17-011-01 LAYER I LAYER I None Detected Cellulose Fiber 15% Drywall with Paint, White, Brown, and 75% Other Non -Fibrous 85% Blue, Homogeneous, Fine Material Grained/Fibrous LAYER 2 LAYER 2 None Detected Cellulose Fiber 5% Adhesive, Black, Non- 10% Other Non -Fibrous 95% homogeneous, Resinous Material LAYER 3 LAYER None Detected Cellulose Fiber 20% Drywall, White and Brown, Non- 15% Other Non -Fibrous 80% homogeneous, Fine Grained/Fibrous Material PLM17-011-02 - ----- LAYER I LAYER 1 None Detected Cellulose Fiber 15% Drywall with Paint, White, Brown, and 75% Other Non -Fibrous 85% Yellow, Homogeneous, Fine Material Grained/Fibrous LAYER 2 LAYER 2 None Detected Cellulose Fiber 5% Adhesive, Black, Non- 10% Other Non -Fibrous 95% homogeneous, Resinous Material LAYER 3 LAYER 3 None Detected Cellulose Fiber 20% Drywall, White and Brown, Non- 15% Other Non -Fibrous 80% homogeneous, Fine Grained/Fibrous Material ADDITIONAL COMMENTS: All separable parts or layers (except paint) within the same sample are analyzed and reported individually. Composite asbestos percent is reported, if applicable, by visual estimation, ND = None Detected TR = Trace, less than 1.0% Analyst: q 14 Mari�/sa(,Llrdiales Date: 01111/2017 91 Document No: FCF'O4.00 Effective Date: 10/17/2013 �~~~ / ./\ // / / / �~�' ~ / ( / Page > of —4 - River Nort River0orth Environmental Testing, Inc 365DChestnut Place ° Denver, B]8O2I5 Ph: 303-297-0079 ° Fax: 303-292-1451 Phone #: ` ~ Date Sampled: Sample Location: Special Instructions: Total Number of Samples: Sample Condition (Azcept/Rejec�� Requested Turnaround """.mv� r+^^��n-- < 3-5 Days ' .~...~.afeesmayapply. Call lab for more details. ' xomquumeuoy ^7c��a�e/Tme� Received by, - ~ Date/Time: � Relinquished � nquishe��y� Date/Time: ' Received by: 1/20/2017 IMG_6159.jpg https:/lmail.google.com/nail/u/O/?hl=en&shva=l#search(erin%40mbydoordesign.com++/159b99r-70ca58b52?projector_-1 1/1 • t City of wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 All work is subject to Field Inspection and must comply with the 2012 1 C,2 t12 IPC, 2012 IMC and the 2014 BTEC Rough Framing and Wood Requirements Vgv-h he complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 13 cessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the oor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (TRC R408.4 and M1305.1.4) 14 Basements greater than 200 square feet and every sleeping room shall have at least one operable emergency and rescue opening or a door to the exterior. 15 mergency escape and rescue openings shall meet the following requirements: A minimum clear width of -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for grade level windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) a16 olumns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC 1.2.1, R407.3) (Z7'�ire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) 19 There shall be a floor or landing on each side of each exterior door, The landing must be no lower than 73/ - inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311.3) 20 Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1'/2 -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8) www.d.wheatridge.eo. u s walls. B. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. 35 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where dows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfin intermittent or 20 cfin continuous exhaust. (IRC R303.3, M1507.4) 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outside the building, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maximum length of the exhaust duct shall be 25 -feet (Unless approved under the manufacturer's listing) from the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,M1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 40 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407.1) Air for combustion, ventilation and dilution of flue gases for appliances installed in buildings shall be provided with the requirement of (G2407.6 through G2407 .9).One opening shall be 12" below the ceiling and one opening shall be 12 " above the floor. Electrical Requirements 44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (LIFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected in an approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) 4 11 hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical ection at the time of rough inspection. &Stecessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at3-inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 47 Tamper -Resistant receptacle outlets are required in every kitchen, family room, dining room, living room, or, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14) A. Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. E. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. C. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within 25 -feet of the equipment. D. Hallways 10 -feet or more in length.(E3901.1) 58 bWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. ) Air test shall maintain 51bs of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) a60 athtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be i ' hed with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 - inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) 61 he centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets, bidets, lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) 6 howers and tub/shower combinations shall have control valves of the pressure balance, thermostatic Xing or combination pressure balance/thermostatic mixing valve types with high limit stop per AS SE 1016 or CSAB125.I. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 1201. (IRC P2708.3,P2713.3) 9hower doors shall have safety glazing, hinged shower door shall open outward (R308.4.5, P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. (IRCP2902.2, Table P2902.3, P2717) Insulation 65 -20 Walls (new construction ) 49 Ceiling R-19 Crawlspace Windows .32 Floor R-30 6 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N1103.2.1) 69 Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1/2 -inch gypsum board (IRC R302.7). 7€1 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, C1178, or C1178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) 71 Nail spacing for gypsum board 1/2 Coiling 16oc 7" nails 12" Type S screws, 1/2wall spacing 24"oc 8"nails, 12 "screws. 58 ceiling 16oc 7" nails 12"type S screws 5/8 wall 24oc 8"nails 12" type S screws. 1/20/2017 IMG_6159.jpg https://mail.google.conVmaillu/O/?hl=en&shva=l#search/erin%4Orubydoordesign.com++/I59b99c7Oca58b52?projector=l 1/1 m I // D Z5-0 1 ,-'--5VS77W4 74 7V19. Co rr® 1 a I= im zz- I a .0 p rim 4 , mi-MOSM", (-,ejvee4j A)046-6 13 3-3 63 G g -7 Z- 00 ilk I kon / 7- �-6 "l O 4®& �lf 4®& a I 01 ® ®r sTor-A4C OCNC-p - J2, �, Sq. FULF Btu's Gallons Amps Squares Other (Contract value or the cost of &I materials and labor included in the ggft project) _ . " w U Buildin D ivision Complete all information on BOTH sides of this fora FOR OFFICE USE ONLY City f di J Date. CtAritiN!' lJOt�lllt planlperm s' Building & Inspection services Division 7500 W. 29' Ave., Wheat Midge, CO 80033 Plan Review Office: 303- 235 -2355 * Fax: 303 -237 -5929 Inspection Line: 303-234-5933 Building er it Application Please gets gat" tghrt # ted areas on both sides of tats form: Into mpho, a ppilostloo smay not be p Property Address: 3 .............. Pica Owner (please print): � Phone: Property Owner Email: Mailing Address: (if different than property addre Address: C ity, State, . Phone*. Arch t Engin r 1. CQnirnctor. 14 )��4 E F-lec z_L& - Contraaknr car rC+Ort t a Phone. �p C5tn alt ddr ss, a , Sub Contractors. Ltnca Plumbing: Mechanical: W.R. City License 1# W. R. City License ## W.R. City license ## Other City Licensed Sub: Other City Licensed Sub: City License ## City License Complete all information on BOTH sides of this fora Sq, FtJLF Btu's Gallons Amps Squares Other 4183 Evcreu Drive 7 01401 33 5 ni— E r shall ply with the win codes: 2 006 11 r Flashing shall be corrosion resistant metal, minimum nominal 0.019" thickness or approved non-metalfic ma terial. 7118 &2, 2006 11 C . 1�1 � °�E1 �1ks gat 1��1.�t1 'co g 32'-0' . 101-0* 10-0 101-0 _.�.�_.m� �� (2) 2x12' 12" 0 REINFORCED CONCRETE CAISSON NE 2x10 jol, 016' 0,C 2x10 LEDGER; ATTACH TO EXIST. RIM BOARD WITH SIMPSON SOS Y03 h" SCREWS 0 12' 0,C., REMOVE SIDING BEFORE INSTALLING, w-" SEE SECTION 3/S2 FOR CONNECTION OF NEW FOUNDATION TO EXISTING SEE SECTION 3/S2 FOR CONNECTION OF NEW FOUNDATION TO EXISTING APPLICAULL IO (,UXS ANU SIANUARD!k INTERNATNAL BUILDING CODE, 2009 EDITION WHEAT RIDGE BUILDING CODE AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION ACI-318-08 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' TIMBER CONSTRUCTION MANUAL, AMER INST OF TIMBER CONST, 3RD ED, FOUNDATION: CONTINUOUS SPREAD FOOTINGS: SOIL BEARING PRESSURE BASED ON ASSUMED SUBSURFACE CONDITIONS. FOUNDATION EXCAVATION TO BE INSPECTED PRIOR TO FOOTING CONSTRUCTION TO VERIFY SOIL BEARING ASSUMPTIONS, DESIGN CRITERIA: MAXIMUM CONTACT PRESSURE 1,000 PSF MINIMUM BEARING PRESSURE N/A ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL OR BEDROCK REINFORCED CONCIREM 3000 PSI COMPRESSIVE STRENGTH, TYPE I OR TYPE 0 PORTLAND CEMENT, REINFORCING: USE NO. 5 GRADE 60 UNLESS NOTED OTHERWISE, CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS SHOW BEFORE SEE SECTION 3/S2 FOR BEGINNING CONSTRUCTION. CONNECTION OF NEW FOUNDATION TO EXISTING 1, INDICATES SIMPSON LU210 JOIST HANGER INDICATES SIMPSON LU26 JOIST HANGER 2, ALL FASTENERS & HANGERS IN CONTACT NTH TREATED LUMBER TO BE CORROSION RESISTANT CONSISTENT WITH LUMBER PRESERVATIVE USED, CONTACT SUPPLIER FOR CORROSION PROTECTION REQUIREMENTS, 3, w INDICATES SIMPSON CS18 X 26' LONG STRAP; FROM BOTTOM OF RIM JOIST TO WALL STUD. 4, w INDICATES SIMPSON PA51 HOLDOWN; SEE SECT, I/S2 A STRUCTURAL STEEL:- STRUCTURAL STEEL 10 BE ASTM A36 U,N,O. BOLTS TO BE ASTM A307 U, ,O. < 0 z w Tn F 0 005 • Q, z 0 w F> >- w I < DESIGN CRITRIA. • NEW 2x,8 z ujr < GROUND SNOW LOAD = 25 PSF CIS' 'jols TS < ��l ROOF SNOW LOAD = 30 PSF O.C. ROOF DEAD LOAD = 12 PSF FLOOR LIVE LOAD = 100 PSF FLOOR DEAD LOAD = 15 PSF WIND = 105 MPH, EXPOSURE C aF SEISMIC = CATEGORY 'B' CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS SHOW BEFORE SEE SECTION 3/S2 FOR BEGINNING CONSTRUCTION. CONNECTION OF NEW FOUNDATION TO EXISTING 1, INDICATES SIMPSON LU210 JOIST HANGER INDICATES SIMPSON LU26 JOIST HANGER 2, ALL FASTENERS & HANGERS IN CONTACT NTH TREATED LUMBER TO BE CORROSION RESISTANT CONSISTENT WITH LUMBER PRESERVATIVE USED, CONTACT SUPPLIER FOR CORROSION PROTECTION REQUIREMENTS, 3, w INDICATES SIMPSON CS18 X 26' LONG STRAP; FROM BOTTOM OF RIM JOIST TO WALL STUD. 4, w INDICATES SIMPSON PA51 HOLDOWN; SEE SECT, I/S2 < 0 z w Tn CL 0 005 • Q, z 0 w F> >- w I < !00 0! z ujr < 0) 0 LL 2x4 CONT, PLATE WITH 112 "'0 x 10' ANCHOR AT 4'--0" ox, AND V -0 FROM EACH SIDE OF' EACH CORNER - 8x8x16 TYPE N ---' 8 . CONCRETE BLOCK co A l BACKALL SURFACE; MIN, SLOPE 10% COVER NTH GRAVEL, OR BARK OVER + 5 MIL PLASTIC SHEETING (2)-#5 GR. 60 BARS IN FULLY GROUTED BOND BEAM TOP AND BOTTOM OF WALL DOWELS 32" o.c. BEND AS SHOWN, EXTEND TO TOP OF WALL IN FULLY GROUTED CELLS FOOTING, SEE PLAN FOR NNISENION, BOT, OF FTG, TO BE MIN, 36' BELOW GRADE, TYPICAL CRAWLSPACE SECTION m Assmstol Im SIMPSON ABU-TYPE POST BASE TO MATCH COLUMN SIZE (3)-#4 W/ #3 CAGES SPACED AS SHOWN 12" 0 REINF, CONC, CAISSON �Tqq si 0- z 0 z z C lA_ z z 0 �Tqq si 1. MINIMUM SHEATHING REQUIREMENTS: ROOF SHEATHING SHALL BE 15/32" APA RATED, 32/16, EXPOSURE 1, PLYWOOD OR O B. FLOOR SHEATHING SHALL.. BE 3/4" APA RATED, TONGUE AND GROOVE, 40/20, EXPOSURE 1, PLYWOOD OR OSB. WALL SHEATHING SHALL BE 7/16" APA RATED, 24/0, EXPOSURE 1, PLYWOOD OR QSB. P ROVIDE ALL EXTERIOR WALLS SHALL BE FULLY SHEATHED WITH 7/16" OSB OR PLYWOOD UNLESS NOTED OTHERNSE, 2. SHEATHING OF ANY MATERIAL THAT HAS BEEN TESTED AND APPROVED BY AN INDEPENDENT TESTING AGENCY MAY BE SUBSTITUTED FOR ARA RATED SHEATHING. THE SUBSTITUTE SHEATHING SHALL P RODUCTS EQUIVALENT TO THE SPECIFIED ARA RATED SHEATHING. PROPRIETARY WALL SHEATHING R EVIEWED ENGINEER PRIOR TO CONSTRUCTION AND SHALL BE INSTALLED IN ACCO S PANEL INSTALLATION AND SUP ORT: NAIL ALL PANELS WITH 8d COMMON 0 6" O.C. AT PANEL EDGES AND 12" O.C. FIELD OR PER LATERAL SHEATHING SCHEDULE ON PLAN, PANELS SHALL BE INSTALLED WITH LONG DIMENSION OR STRENGTH AXIS ACROSS SUPPORTS, (NOT REQUIRED WITH WALL PANELS), PROVIDE 1/8" SPACING AT ALL PANES. EDGES, PROVIDE FULL DEPTH BLOCKING FOR WALT. PANEL EDGES AT MAX. 8 FEET ON CENTER am I BEARING HEADERS SHALL BE SUPPORTED ON MINIMUM (I)-2X TRIM STUD AND (l)-2X KING STUD U,N,O. � r 1 WALL SHEATHING FASTENER ED SPACING FIELD SPACING 7/16" OSB 8d NA #LSD O.C, 8 O.C. 'ALLS NOT LISTED ABOVE TO BE SHEATHED WITH 7/16' O.S.B. ATTACH WITH 3 COMMONS 0 6' O.C. EDGE AND 12" O.C. FIELD, G. MINIMUM NAILING OF ALL FRAMING MEMBERS AND TINTS SHALL. BE PER 2009 INTERNATIONAL BUILDING CODE TABLE 2304.9.1 f � • • p A � t" r .• +, c « , • +Ml • City of Wh6atpd le �g Q'.)-mmuNny DEVELOPMENT !II11j! I! I III I 11111111111 ��gqiqpppii�j Address 7' City, State, Zi ArchitectlEn4ineer E-4mall. 94 Contractor: �-PE Jkr-� Cqntrattb*� City License AcA-4- Contractor E�tnifl Addtois: Plumbing: Mechanical: WR City License # tX) i ) Complete all information on BOTH sides of this form m yyt • iM 9 iF dlk Q On 7 2 en a M n o z T a =r c m .4 if4 E0 I mud I IR MICKEY AND SCHNEIDER, INC. CONSULTING ENGINEERS 7500 WEST MISSIS51F"PI AVENUE, SUITE 236 LAKEWOOO. COLORADO 80226-4541 (303) 922-1118 September 10, 1992 Greig Veeder 4183 West Everett Drive Wheat Ridge, CO 80033 Subject: Revisions to Framing Schemes 4181 West Everett Drive Wheat Ridge, Colorado Mickey and Schneider, Inc. Job No. 92014 Dear Mr. Veeder: This is to supplement our letter dated May 11, 1992. We were contacted by your contractor, David Reusch, to modify the framing for the remodel work, principally to provide more open space for a billard table in the basement. The attached sketch indicates the required beam and post framing. Additional comments follow: 1. If possible, it would be desirable to provide 2 continuous Micro=Lam members at the roof level, and add a 3rd member at the 16 ft. span. 2. Provide solid wood blocking on each side of the 12" deep steel beam. You may use either sawn lumber and plywood combinations, or Micro=Lam material, but the blocking must bear onto the bottom flange of the beam. Connect the blocking to the web of the steel beam with \" diameter through bolts at 24" oc. Provide joist hangers on all joists to connect to the blocking. We hope you will call if there are any questions or if we may be of any further service. Sincerely, MICKEY AND SCHNEIDER, INC. Forrest R. ............,--." ....... ",\CHARD "\ 6#S' 4.., .It ~'<:; c;ISH:/i' '/c: I ;/$ q,.".: "0 'f:.ll '...l (j:.; , ~ , , ~.. >> 5183 t;; d . 0 ~"-i I ; . ;.<"~J' r:.,~i_! t. J"l/ SIONA\. ~~ ~) ~ . 4? '0\'::' * " E DF CO\. G" .* '.... .... ".......-. \,.- ..h\ Enclosure ...............~ #~ 't\~ND SCHNEIDER, INC. ~~ ~G\STE:I/~ ~++ (~ BY~~' ~1E9~IO:~'L SUBJfCT..........mVs:~I?~....................r-5..... ~. ~KB.1.83m.1t ~iE ...mm.m"rl eJW,EV~E.:Tr.k:'::~ \~ +. <1'/"" ..~ .~ t. '" ...... WHE'A:TR\P~e::.TCO ~_._ F; co C\...... "-..".........,..-. CONSULTING ENGINEERS o SHEET NO. 1..........OF....I............ JOB NO..Ctz..QJ4. >;-V X-Z-'"; <; ~ -;.~ +1 ..J J - Vl'"2. II <:) tlo.- ~ '" y 'E - ?~ .-1 .: \-: 4r~ t:'- .~ ~ ~ V) l5 ~ ....... - - '" ~* ~ S"/-t)("Z- ~ >; t"Z- ~ +' I N () I -\1\ >', t X'l - E:' ~ - --- r !~ ~ cl ,...... ~ I ~ +-1 ~! J/" ~ J ~: () ~~ ~"? () ~ .IL ~ u.'=- -~ ~ E: 1 ;0 \!I.:Jll- Vl~ ;\1) -" ;a ..)( ~"JO ) in - ~~ ~ .. \ ~ r ~ul 1~ '-z ~ s.:S11l UI , <:)~b- Z\\-<: w- ':2~ <~~ Sj ;. 'It"Z - C' >. ~ x-z.-ir - -~.. MICKEY AND SCHNEIDER, INC. CONSULTING ENGINEERS 7S00 WEST MISSISSIPPI AVENUE. SUITE 236 LAKEWOOD. COLORADO 60226-4541 13C3l 922-1118 May 11, 1992 Greig Veeder 4183 West Everett Drive Wheat Ridge, CO 80033 subject: Partial Structural Design of Proposed Remodeling 4181 West Everett Drive Wheat Ridge, Colorado Dear Mr. Veeder: At the request of Bob Howell we visited the subject site at about 4:00 p.m. on May 7, 1992. We were accompanied by Bob Howell and Kim English. The purpose of our visit was to view the existing structure in light of proposed structural alterations and remodeling. The house was reportedly built in about 1953. The one story ranch style house has a 2 car attached garage on the northeast corner. The house has horizontal wood siding and a wood shake shingle roof. There is a full basement under the main (east) portion of the house, and the master bedroom wing apparently is built over a crawl space. The basement foundation is built with concrete block units, and is apparently supported by conventional spread footings. For the purposes of this report, the house is assumed to face east. Our services were expressly limited to evaluation and design of the following items: 1. Rafters over the living room and kitchen to create a vaulted or sloped ceiling. 2. Roof beam above the existing wall which is presently between the living room and the kitchen. This wall will be removed during the remodeling. 3. Floor beam beneath the above-described roof beam. This beam will be at the west side of the existing stairs, and these stairs will be removed. 4. Roof beam south from the beam described in Paragraph NO. 2 above, at the southeast corner of the living room. The 'subject beam can span up to 11'-10". May 11, 1992 GREIG VEEDER Page 2 We understand that a new "L" shaped stair will be built into the northeast corner of the existing laundry room. If you should require any structural design in regard to this modification, please advise us and we can help as needed. We have assumed in our evaluation and this report that an experienced carpenter will perform the modification work. Therefore, we will abbreviate our comments and will not provide any sketches or drawings. If you or your carpenter have any concerns or questions, do not hesitate to call. RAFTERS OVER LIVING ROOM AND KITCHEN: The existing roof is "conventionally" framed as a tied rafter system with 2x6@24" rafters. The ceiling may be removed in the living room and/or the kitchen to expose the sloped rafters. Add a new 2x8 rafter alongside each 2x6@24" and nail the rafters together with l6d nails @ 16". The new 2x8's must be Douglas Fir - Larch No.2 and better. The new 2x8's will need to be cut to fit over the exterior bearing walls alongside the 2x6's, and must bear onto the stud walls. Secure each 2x8 to the exterior wall with one Simpson H2.5 hurricane tie. The new 2x8's should butt into the existing Ix ridge board, and should be cut horizontal at their bottom ends to bear onto the roof beams described in Paragraphs No.2 and 4 below. As discussed, we suggest that the new ceiling be of 5/8" sheetrock due to the 24" centers between rafters. ROOF BEAM BETWEEN LIVING ROOM AND KITCHEN: This proposed new roof beam will span about 16 ft., and should be either 2-1 3/4" x 14" MICRO=LAMS, or 3-1 3/4" x 11 7/8" MICRO=LAMS. Nail all multiple MICRO=LAMS together with 2 rows of l6d nails at 12" o.c. from both sides (typical). Bear the new beam onto a minimum of 3-2x4 studs each end. The new beam must be positioned above the existing wall in order to transfer its post loads down into the bearing wall in the basement level. The beam may be placed up under the ridge to directly support the rafters (verify that the ridge occurs above this location), or can be placed about 8 feet above the main floor level and then a cripple or pony wall can be built between the beam and the ridge. May 11, 1992 GREIG VEEDER Page 3 Obviously, temporary shoring will be required during all demolition and remedial work. If you or your carpenter have any questions or desire any advice, please call. FLOOR BEAM AT WEST SIDE OF EXISTING STAIRS: The proposed new floor beam should consist of 3-1 3/4" x 11 7/8" HICRO=LAM members. support the beam with two 3" diameter (11 gauge) adjustable steel pipe columns each end. This beam has been designed for a 16 ft. span. We assume you will want to install the new beam into a flush configuration. Shore the existing living room floor joists and then attach them to the face of the new beam with Simpson HUS28 joist hangers. Frame the floor over the old stairwell with new 2xlO@16", and attach them to the new beam with Simpson U210 hangers. ROOF BEAM AT SOUTHEAST CORNER OF LIVING ROOM: Install a beam consisting of 2,...1 3/4" x 11 7/8" MICRO=LAMS, and bear on a minimum of 2-2x4 studs each end. This beam has been designed for a span up to 11' -10" . Other details are to be similar as described in Paragraph No. 2 above. Again, please call if you have any questions or if we may be of any further service. Sincerely. Forrest R. MICKEY and SCHNEIDER, INC. \\- ,.fY\ xc: Bob Howell