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Home My WebLink About5386 Nelson StreetReviewed for Zoning Compliance by the .►1, City of Wheat Ridge Planning Division APPROVED -0 By: V mopul------m ssajba bug-slxa O_ ------------------------------------------------------ ------------------------------------------ -----------� 40 g 40 4 4 I L 0 O DATE: Y0 0 M 2 2 21 r 0 May L s s a� roved with conditions m w L&3036 1N2136R N36 321� � ACOMMENTS: pp �I -1--A 0 U) V J 0 E i L O _ O U) C;) U)a) ,;---U) CL U) 4-0 �--� W 0� O°�� U .�0 O •� j U) E i ca�0+ U O c U E ca �w-o E E2: ^, ^, W W —0 M U •� a m 70 0) C: N '� .i O 0) O E � O m 0C�� L O N U ., Q 0O -1--A > ca O U) aca .� E N c) U) U O vial a) w O U CCn N O 0__ C/) o E U) U) � i m O i 0 N E 2 E 0 N E 2 a� N N ry En -Minimum Ceiling height shall be 7' or accordance with section R305.1 & R305.1.1 -Fixtures in a bathroom shall meet the minimum space required per R307.1 & P2705.1 I I -Emergency Escape shall comply with R310 a. I -stair Handrail shall comply with R311.7.8 and guards shall comply with R312.1 L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —j -Smoke Alarms shall comply with R314.2.2 -Carbon Monoxide Alarms shall comply with R315.2.2 -At time of inspection, please provide the inspector with combustion, ventilation and dilution of flue gases calculations for appliances installed in the building per G2407.1 -Length of vent connector shall comply with G2427.10.8 Contractor: The Basement 5anctuar y 12650 Y�l 54th Dr Unit A Arvada, GO 60002 Phone: 720-808-6099 thebasementsanctuary.com O L Z m CILUL LU Homeowner Information: Kenneth Sawyer 5366 Nelson 5t YNlheat Ridge, GO C -Lw w W � v ' B15L I B30 I B21 R = 0 I 1 01321q I I I trash .L I I mCEm I I m II Ln LL Ln O ILU LU rslider slider <` s shelves II shelveI I II I cos — m i i B15L 1315R i r --------JI I colo — I — J 2668 F NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. - - - - I I rl 4'-3" ca ;5 `n I 2565 2665 v I 5065 2665 OL 114y Or W. 1i it �eLU s LU I m I I I APPROVED 15t Floor kirkmoney 04/28/2021 226a Ptah% Exam"M _ - - Q r� l)i in I LU I I I z 2 0 I I I L v LU z I I m I I LL I I Z I I I = 4' 4'-2" 5' I 2668 Q r ------- -------------- --------------------------------J I � I Io I Contractor Plan ��n ' -interiorpartitions erected on concrete slab on grade must deal with deflection and slab movement. � f I Z I -Enclosed accessible spaces under stairs shall om I with code section R302.7 o I } I -Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12 •1 st Floor fire protection of floors shall comply with R302.13 I I I -Bathroom lighting ventilation shall comply with R303 3 -Minimum Ceiling height shall be 7' or accordance with section R305.1 & R305.1.1 -Fixtures in a bathroom shall meet the minimum space required per R307.1 & P2705.1 I I -Emergency Escape shall comply with R310 a. I -stair Handrail shall comply with R311.7.8 and guards shall comply with R312.1 L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —j -Smoke Alarms shall comply with R314.2.2 -Carbon Monoxide Alarms shall comply with R315.2.2 -At time of inspection, please provide the inspector with combustion, ventilation and dilution of flue gases calculations for appliances installed in the building per G2407.1 -Length of vent connector shall comply with G2427.10.8 Contractor: The Basement 5anctuar y 12650 Y�l 54th Dr Unit A Arvada, GO 60002 Phone: 720-808-6099 thebasementsanctuary.com O L Z m CILUL LU Homeowner Information: Kenneth Sawyer 5366 Nelson 5t YNlheat Ridge, GO C -Lw w W � From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Monday, April 5, 202111:51:39 AM 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 5386 Nelson St Property Owner Name Kenneth & Kristine Sawyer Property Owner Phone 303-587-3705 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email kvsawyerl956@gmail.com Address Attach City of Wheat Electron ic-Payment-Form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name LinCo Enterprises What is your role in the General contractor project? Wheat Ridge 090296 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-808-6099 (enter WITH dashes, eg 303-123-4567) Contact Email Address clindsey@q.com for Plan Review Comments Retype Contractor clindsey@q.com Email Address DESCRIPTION OF WORK Detailed Scope of Finished basement. 1,225 finished sq ft. one bedroom, one Work - In the space bathroom, wet bar below (not as an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, I have entered a detailed scope of work. understand my application will be rejected if I do not include a Detailed Scope of Work. Location of Work Basement Square Footage Area 1,225 of Work Being Performed Asbestos Report Field not completed Upload letter size Field not completed documents here Construction Plans Contractor Layout 4-5 ndf scanned on 11'x17" or larger Project Value (contract 28,125 value or cost of ALL Valuation adjusted $42,812.50 KM 4/28/21 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 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 Colby Lindsey 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. City of Wheat I�dge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: -5-S t 5v &SM YZ cn-,f- General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: �C Co atact Phone #: 05- 59'T Y195 Wheat Ridge Contractor License #- _(required field) State License #: dr elS Master License #:-M z oif 621 aa,04,�,� Eno�,, Prin d Name of uthorized Agent Signature of . uthorized Agent City of /Wh6at�idge COMMUNI'T'Y DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 5 33In NL\So v\ SA - General Contractor:Uy--I(_U Eh�rf P+r� LLC FORM WILL NOT BE ACCEPTED WITH MISS NC, IN FORAIAT I0:\ Company Name: 0 YVIi fl, C0 t1%YLAry h SirMWbntact Phone #: 3'a - 3-7T- 1033, Wheat Ridge Contractor License #: 11UU 5 'I (required field) State License #: C—C . o j)() -1& Ll y Master License #:-Mf, UO 2165-5 3 r-tu n nvele> Printed ame of Auth rized Agent Mignaturgfut+horedAgent Date City of Wh6atPs,,�dgc COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �;3 &lo P-6 I's 0 h 5T General Contractor: 0/1 CL FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: AM) -H ?l -d J I! K Contact Phone #: W6 - 35-Z -Z98S- Wheat Ridge Contractor License #: W03( _(required field) Printed] Name of Authorized Agent Signature of Authorized Agent 31�W,w Date From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Monday, April 5, 202111:51:39 AM 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 5386 Nelson St Property Owner Name Kenneth & Kristine Sawyer Property Owner Phone 303-587-3705 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email kvsawyerl956@gmail.com Address Attach City of Wheat Electron ic-Payment-Form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name LinCo Enterprises What is your role in the General contractor project? Wheat Ridge 090296 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-808-6099 (enter WITH dashes, eg 303-123-4567) Contact Email Address clindsey@q.com for Plan Review Comments Retype Contractor clindsey@q.com Email Address DESCRIPTION OF WORK Detailed Scope of Finished basement. 1,225 finished sq ft. one bedroom, one Work - In the space bathroom, wet bar below (not as an attachment), Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc I, the applicant, I have entered a detailed scope of work. understand my application will be rejected if I do not include a Detailed Scope of Work. Location of Work Basement Square Footage Area 1,225 of Work Being Performed Asbestos Report Field not completed Upload letter size Field not completed documents here Construction Plans Contractor Layout 4-5 ndf scanned on 11'x17" or larger Project Value (contract 28,125 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 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 Colby Lindsey 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. 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: Ll o S- P-11 n a 1 M e c Job Address: 5-3 S & A) e 574 Permit Number: 'a 0 i's 0 a► S 3 ❑ No one available for inspection: Time = 44 I OPM Re -Inspection required: Yes ( When corrections have been made, call for re -inspection at 303 -234 - Date: g /-7 /Pa Inspector: 1 Q DO NOT REMOVE THIS NOTICE 'J�Iti1 ME City of Wheat Ridge E -Res. A/C Replacement PERMIT - 201802153 PERMIT NO: 201802153 ISSUED: 08/01/2018 JOB ADDRESS: 5386 Nelson St EXPIRES: 08/01/2019 JOB DESCRIPTION: Remove old AC unit and replace with a 16SEER / 3.5 Ton AC unit with rehook up. *** CONTACTS *** OWNER (303)587-3705 SAWYER KENNETH V SUB (303)466-4209 Rosalie Cooper 018111 Cooper Heating & Cooling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,687.00 FEES A/C Replacement 60.00 Total Valuation 0.00 Use Tax 77.43 ** TOTAL ** 137.43 *** 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. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 le ally authorized to include al I entities named within this document as partes 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 accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and 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 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 e or any ordinirfe 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. City of ComWheatR i . e MUNITY DEVELOPMENT M Q11)XI) al 4 NJa Im prod IVA w4m Building & Inspection Services Division , 7500 W. 291° Ave., Wheat Ridge, CO 80033 Plan Review Fee. � y � Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(fti.wheatridae.co.us Building Permit Application *** Please complete all higMlghted;areas on both sides of this form. Incomplete applications may not pirocessed. Propefty Addrew Tfenadt:.._.. _ _ . MOMM i0j, 'frf different than property address) Address: City, State, Zip: She i'.!_ ML -M—, 61 aor„ 9 3v�' EleGrical: Phunbft: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL RESIDENTIAL Description of work: For ALL projects, provide a detailed description ofwork to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, applias:p size and efficiency, typiat4,amount of materials to be used, etc. Sq. FL&F BTUs (imps squares Commercial Ptolocts Only: Occupancy Type: Constructlon Typo: Pr fi Value: (Conlnii54 value or the cost of ill materials and labor included In the entlro project) OWNER/CONTRACTOR SIGNATITRE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of %cat Ridge codes and ordinances for work under any permit issued based on this application; that I 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 entityincluded on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application _ CIRCLE ONE: (OWNER) &WEtamo Printed NitNt-4 (OWNER) (CONTRACTOR) l7 ONL ZONING GOMMMENTS • fi �' yrt��ii �� ; BWLDWG DEPARTMENT COMMENTS: Revievw: i y - i PUBLIC WORKS COMMENTS: Reviewer Building Division Valuabon: PERMIT:/ --;4 0 c1jq �, ADDRESS:'53 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 /V—/2 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 /V—/2 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. '`For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:ADDRESS: r JOB CODE: 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 I 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 it Z� 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 it Z� 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 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: yC) Job Address: 5-306 lV e 50t? 5 /` Permit Number: �Lo / 70 9 ,4 ,� 6 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes N When corrections have been made; call for re -inspection at 303-234-5933 Date: / 1/ 7 Inspector: V! T/J 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: 50& N Job Address: 5---t262 Q 1E I IS'M Permit Number: :2nC20,!::1 2-2& ❑ No one available for inspection: Time 2.Or AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-93441 Date: II /211 Inspector: � t .r City of Wheat Ridge IV r 1�9r Residential Roofing PERMIT - 201709226 PERMIT NO: 201709226 ISSUED: 11/22/2017 JOB ADDRESS: 5386 Nelson ST EXPIRES: 11/22/2018 JOB DESCRIPTION: Refoof with GAF Timberline HD asphalt shingles and metal; 4/12 & 10/12 pitches; 32 squares total *** CONTACTS *** OWNER (303)467-0014 SAWYER KENNETH V SUB (720)446-9633 Steven Grillo 140107 Elite Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,224.00 FEES Total Valuation 0.00 Use Tax 172.70 Permit Fee 172.60 ** TOTAL ** 345.30 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. � � I -i City of Wheat Ridge IV .- 1�9r Residential Roofing PERMIT - 201709226 PERMIT NO: 201709226 ISSUED:. 11/22/2017 JOB ADDRESS: 5386 Nelson ST EXPIRES: 11/22/2018 JOB DESCRIPTION: Refoof with GAF Timberline HD asphalt shingles and metal; 4/12 & 10/12 pitches; 32 squares total 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attesthat 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 perf"ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or NTRACT (Circle one) Date 1. This permit was issued base 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. Thispermit 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 ermrt 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 issuanc nting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod a y ordinarreC-egul ien f 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-reply@ci.wheatridge.co.us Sent: Tuesday, November 21, 2017 1:33 PM To: CommDev Permits Subject: Categories: Online Form Submittal: Residential Roofing Permit Application Invalid Contract Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO 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 (enter WITH dashes, eg 303-123-4567) 5386 Nelson Street Arvada 80002 Kenneth Sawyer (303)467-0014 Property Owner Email ksawyer@jeffco.k12.co.us Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed 878dcb20-e807-4b7e-b413-a3f22965c8b4.ip4 Contract CONTRACTOR INFORMATION Contractor Business Elite Construction Name Contractor's License 140107 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 7204469633 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 800 East 64th Avenue Unit 7 (Primary address of your business) Contractor Email Address Office@elitesc.net Retype Contractor Email Office@elitesc.net Address DESCRIPTION OF WORK TOTAL SQUARES of 32 the entire scope of work: Project Value (contract 2 f, value or cost of ALL materials and labor) i Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specific pitch 4/12-10/12 of the PITCHED roof? How many squares are 32 part of the PITCHED roof? Describe the roofing GAF Timberline HD materials for the PITCHED roof: Type of material for the Asphalt, Metal PITCHED roof: Provide any additional House detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Nathan Weathers Email not displaying correctly? View it in your browser. 11/27/2017 n cOfa84bb-dl43-4e3b-al75-ef5946ee2133 (I) jpg 1111to construction, Propaivall & Contract 100 K 00 AV# .ON% 01, 11110"Of 00 IM 1404,1 Molnj#nol(Irivo, 11fiflollo" T9 "Oil (Mo C,%ta 4+t lilt 911466,111111011 UIlluaULIftexi,. fiat ams sift conews"On' a r 7 rFr1r, 1#166i;64 rfoflytov' A**" to koilk4fl Ma WAfk 114#0 IMIAh W 410 fr,f miA'#A jotfo" Room LIU J A* A 141woot ,flil fit, 0100 vw"Wft ,it,I. 'W et Ft flip !A-, 04tvills., 1, , ( I V '# '� ; Mt /t, I '*'q 0 - ;Tiqt Illf'roo I /10 IOU Ty;)@!_aL of lovl4fl4 witH. T@or ON LitypFt, V gi 11� - RK@W Oyn"Wo UndOrloYmard, Mortar, Was, loo and Water V&a Metal / Color '_�WA A onto / Typo I Color I lu�' k Cop/ Typo I ------ vloa Jacks / all@ Flash/ L erCnoy Flashing/ V_X& ------ GAL project Sia Ole, Vfatlmotod Total I 00 Payment Schedule Deductible ..... ................................... At Adjustor Meeting ACV (Actual Cash Value) .................Material Purchase RCV (RecovarobIcs Cash Value) .... -Job Completion Insursnoe Claim .09 IOU 17aleen1 AM"d opim A vWfW (44 w6d, I ;kewgwy Gf" tion" livol%Wt ptw**) ulo dolly A " it 'v ""I 0WO OWPOWNW1 =(1r"4PWW4 Roll mounot thmuo yard red upw Wmpl#Wn final price agrood upon With Invuritrive carrier to provolling market cost via x0odmate, Ownww out Of POOkst a 411118 Will equal the policy dodudillblo amount PIUS any requisAod uporad" and building code requirements not agrood to by the laouranca, 001"pany, claims, approval and supplementing process, and to Communicate, directly with the Insurance company raproling the some, Owner atitho"M Coto Ctm#"lori-to perform work as specified heroin and/or In sowdanno with Insurance lot* sheat, Owner hoe the right to twolild this aminool putsuorit to C,FL3 section 0-22-104, H Ownw plans to use the preooWs of a "party and Wimity Injuronao pooGy to pt for m0mv we*, NoW Coft"Woom cannot we 0, robsto ar prorniRm W pmy, walvo ()f robtit# oil or part 01 any InGurem detimble, tilts 00nowetk)n 11 mutlimpoilty floan#0 and insured by NWWors 1 01117489 IO Owner ognm to direction of nt molt Pille ConolpAllon na l n Oil pfinal payment losuoA by insurarvA r*rlor. 9 Property owner 81.0 I KWE READ AND AGREED 9 T911IMS AND CONDITIONS OF TRACI ON IN$ PAVIRS1 ling lmpj#1 I)ttps://mail.google.com/mai1/u/O/?hl=en#inbox/15fe57b-i7l648d36?projector=I 1/1 •"4' City of Wheat Ridge r4oooor Residential Roofing PERMIT - 092733 PERMIT NO: 092733 ISSUED: 09/25/2009 JOB ADDRESS: 5386 NELSON ST EXPIRES: 03/24/2010 DESCRIPTION: Remove and replace 32 sqs. apshalt shingles CONTACTS gc 303/443-7931 02-1976 Mathieson Roofing Service Corp PARCEL INFO 'ZONE CODE: UA USE: UA SUBDIVISION:. 0049 BLOCK/LOT#: 0/ { FEE SUMMARY ESTIMATED PROJECT VALUATION: 7.,516.00 FEES Permit Fee 199.30 Total Valuation .00. Use Tax 135.29 t TOTAL _ 334.59 ' `"..`.Conditions: 6 nail installation & mid-roof inspection required. Board, sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from Cave edge to 2' inside exterior walls. x Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate. applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other applic Re Wheat Ridge Ordinances, for work er this_,permit. Plans subject to field inspection. m - Signature of contractor/owner date This permit was issued in accordance with the provisions set forth in your. application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of. Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have. been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive. written approval on inspection card before proceeding with successive phases of the job. The issuance of a. permit or. the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.. All plan review is suu ct field inspections. Signature of Chief B di Official date INSPECTION RE ST LINE: (303)234-5933 -BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY:. r- e' s~. w.. 9 WHegT City of! eat Rldge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 x s, Office: 303-235-2855 a Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Property Address: 3Fj/~~ 6V ~l~ Property owner (plsase pfint): Pt Mailing Address: (fdgerent than property address) Address: Date: plan Permm # D~~~QJ7 Clty, State, rap: 4 t'c vC & L f / © Q Use of space (deserlpiion): tJ l~ G& Cl Gonatcuction Value: 5, Description of work: p ~L/. (4-0 30 (so ~l~d yerthe Bmldmg Valuabron t: sheen 11~ Wn"` PlanRavieW(dWattmaofsubmfte/):S gfA W pd Cr) CO A0- G1 Sq. FUL.Ftadded: Square,%3i 3Tu-s Gallons Amps 0.TURE OF UNDERSTANDING AND AGREEMENT c distances~pro'posed by this permit application am accurate, and do not violate applicable wdioaaces, of wheat e.or eovenante, easemants or reshicHono of record: that aH measurements shown, and that I have read and agree to abide byy all conddions printed on this application and that I assume full th the Wheat Ridge Building Code (IRI G) and all other applicable Wheat Ridge ordinances, for work CALCPONI.: (OWNER) COt TRA Oft/or P ORAL REPRESENT TIVE of (OWNER) PRINT NAMM Z° SIGNATURE: ZONING C061EtFMS: , ZOnG1y: Revielaet: PuaLlC WOF= c=MiiNrs: Reviewer ;::D,EPAtiTM)wi RdNewer. ' FmE baPARTmENT.: 13 approved w/ ao,itments. ❑:disappmfRd 0'.no review required; 000UPANOY, - Bldg Valuation: S f I] Sub Contractors: Electrical City License Plumbing City License Mechanical City license Company: Company Company. Exp. Date' Exp. Datw Exp_ Date. v Fo' ~ ) ~ w:~; o=r wCD w:3 n A p W f~ CO N W O 7 N S < N Q N W 7 ~ N a CD ~ 0 ~ m 3 N \ 9 0 ~ ~ ~ L. 0 Q a C A N N n 0 0 (D Z (D W 0 0 m rq. w cn o' W z < m ~ • o ~ r O Z NN ~ 0 ~ m r+ < Z 0 ~ o v ~ m -o --I 0 m ~ ~ 0 ~ 0 n T ~ m e a ro X 0 Z n d N d ~ m n m O~ c ~ d N 0 o ? 3 v S C ~D n n~ o ~ o ~ ~ d ~ f n c~ ~ ~i m O T O A 1 x m m O r r ~ Z G) -0 C ~ ~ 0 (n m r m D 0 m Ct) ~ A ~ iD Z ~ A O a m m ~ N C ~ ~ oa ~ ~ N O mn N O ~ d N y ~ C a~ AQa ~D F m 8 d ~ v $ 2N 3a ~a w ~ m.9.~ ^ v ~ n5~ o C F`~ C)N= y~ 4~R1 ~ m D N=o @ DD $ nm ~ v H o ~ A n o o ~ s~ ~Q C) a g~ N ~ O 0 1O a m ~ n 3. N O ~ N N ~ ~ C N n ~ m ~ u ~ m ~ a~ o N d N N p ~j N C N O (/i A N ~ N W ~ n A ~ H I~ FH n H O O l 1 ~ b ~ z^ ~ Date: A Certificate of Occupancy / Completion has been requested for: ADDRE33: 5 J J Y, PURPOSE OF STRUCTURE: Building Department Approval: Remarks: Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicabie) Sanita4ion District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS J;2 Mr N;~ In7`yL ~BUILDWG PERMIT N0. I :~j OWNER V)l cj ;,,rf-~. f~T7llv') ~~i CONTRACTOR " SETBACKS FROM PROPERTY LINES: NORTH ~ SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB _ INSPECTION DATE INSPECTOR Foundations Footings C Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Graund Work) ~Qa Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical a'b 6qt Raugh Plumbing _ , 0 Air Test Gas Piping -a Rough Heating & Ventilation \ Framing VE Insul tion 9~ -py UG ed d L Aw . Drywall Nailing Roofing 0 - ZZ~ t Refrigeration Electrical Underground Final Electrical p _ Plumbing 110 Z2 AM } Heating & Ventilation 0 „Z2,t~~ Frame I o„ R.O.W. & Drainage Fire Department ' Parking & Landscaping Z'L C,-"C' p OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER . TYPE OCCUPANCY DATE ISSUED c~j t' ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77919 BUILDING INSPECTION LINE -(303-234-5933) Date : 10/19/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5386 NELSON ST Contractor License No. : 21948 BUILDING DEPARTMENT USE ONLY Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback disWnces proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Cily of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions prinled on this application, and that I assume full responsibility for compliance ~ the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordin s~; ~ r work under this permit. (OWNER)(CONTRACTOR) SIGNED Description : INSTALL 6' CEDAR TO BOTH W INGS. Valuation : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4 20 Total: $34.75 Use : Zartfng Comments: Approval : TRC Zoning : PRD Bu11s11ng Com`riients, Approval : Rublic Works,CO,trirhents:: Approval : Occupancy: Walls OK Phone : 466-1831 SIC : Sq. Ft. : Pleuse Note: Pro pwner / contractor is msponsVb~ents1accordi g to th~ lines and consWcting imPO ment standard approved plan and requircd develop The City is not respcnsiblz fur inaccurate informa'- suL.frtiedrasuhing Crom inaccu~'~ ann rJOr'aHont'~ Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to lhe laws of lhe Slate of Colorado an0 to the Zoning Regulations and Building Code of W heat Ridge, Cobratlo or any other applicable ordinances of the Ciry. (2) This permil shall axpire if (A) the work authorized is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If lhis permit expires, a new permit may be acquired for a fee of one-half lhe amount normally required, provided no changes have been or will be matle in the original pians and specifwlions and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, Full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hvenry-four (24) hours in advance for all inspeclions and shall receive written approval on inspeclion card before proceediing with successive phases of the lob. (8) 7ha issuance of apermit or the a roval of drawings and s0ecifcations shall not be construed to be a permit for, nor an approval of, any violalion of the provisions of tji~,e,buildin es or any o ItecQrdinance, law, mle or regulation. Chief Building In"specto ' Please sign Terms and Conditions on reverse side of page. COMMUMITY DEVELOPMENT DEPARTMENT oF WHEqr P gUILDING INSPECTION LINE - 303-2345933 ~ g CITY OF WHEAT RIDGE " 7500 YYEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-2352855) APPLICATION Property Owner. t/` C\o ~\AJ n¢ S Property Addiess: .J3p~p NctS a~n S~ re~ Contractor License No.: 0 Company: 1kl e3V U(1 'f Ul C4_ OWNER/CONT7tACTOR SIGNANRE 1 hereby ceAify that the setback disiances proposed by this permk application are accurate, and do not valate applicable ordinances, rules ar regulaGOns of tlre Cily d Wheat Ridge w covenanfs, easemenls or reatrictions ot record: tliat all measuremerMS stwwn, and allegations made are acw2te; that I have read arW agree M abide by alI mrWitions printed on this application arW Nat I assume full responai6ihly for canpliance wNh the Wheat Ridge Buildify7 Code (U.B.C) and all other applicaWe Wheat Ridge Ordinances, for wohc under tFus permd. Description: Sq. Ft. adtled ONING CAMMENTS: Approval: Zoning: ~ v BUILDING CAMMENfS: Approval: rUBUC WORKS CAMMENTS: Approval: LcuDancv: Walls: Building Permk Number: Date: Phone: 3 - 4(o (o ' Rl\ Phone: 3- L-t.) G~„ 1a /o1 to ~ mstruction Value:$ S z~,O - Permit Fee:$ Plan Review Fee:$ Use Tax:$, TOt31:$ \iJ ; n3 ~ en c.a.o CQ, cZa r DEPARTMENT USE ONLY SIC: Sq.Ft.: Roof: Stories: Residential Units: ElecVical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiretion Date: Approval: Approval: Approval: (t) This pwmit was issued in axordance wilh the provisions setfoM in YWr applicabon antl is subjec[ m the laws oFtlie Slate oF Cobredo and lo the Zoning Regulafions and Building Codes of Wheat Rir18e, Cdorado a any Mher applicable adinances of the Ciry. (2) 7his permit shall expire "rf (A) the work authorized is not commenced wiNin sixty (60) days irom issue date or (B) the building autFrorized is suspended a abarWOned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-haH the artrount normally required, provided no changes have been w will be made in the original plans and sparifications arM any suspension a abandonrerd has note:ceetled one (1) year. If changes have been or'rfsuspension a abantlonment ezceeds orre (1) year, tull fees shall be pafd fora new permit. (4) No work of any manner shall be dare ihal will charge the naNral flow of water causirg a dreinage problem. (5) Conhactor shall notiy the BuiMirg Inspector twenry-tour (24) hours in atlvance for all inspections and shall receive wrttten approval on inspection card beiore pioceeding with successive phases of the job. (6) The issuance of a permit or the approval ot drawings and specifications shall not be construed lo be a permR for, nor an approval of, any violation o( the Dmvisbns of the building codes or any other ordinance, law, rule a regulation. Chief Building Official Oct 07 04 06:17p Reding OCT. 7.2006 3: 76PM 303-650-8234 p.2 N0.4% P.2 P LO T P LA N FOR MELODY HOMES INC_ L07 2 8LOCK 1 , SKYLINE E57ATES. FILING 3 CETY OFWHEAT RIDGE_ COUNTY OF JEFF R ON STATE OF COI.ORADQ. ADDRESS 5366 NELSON STREE NO( 48-O N00'2~ 4 6 W 70. 0 • ffil 10, E. ~ o I ' W I a ~~L07'2 I l i,ti I I ,648 sf. F I` e N il ~li E I ~~Ty~ • ~,z..- ~~~M esryt ~..n~n. I I p~ tx. •I ICO I u a I ~ L o-r-f 2624 l.e µrpB5MT yCqR ~ I~I-t°- II Lf" X a~a i I ~ e n + .s'. io. • i W O • I ~W II f= i ~ I~ I =~AY I I~ I~ I x I I K - I b~ -a ~e4~ o a J a ....J L - a , o• t0' U.E. ,e 9.00 2 rJ 64,3P NO '24 26 70. N00': NELSON STREET INFA STAKF- MOD£L 2624 LH 3 GAR EI.EV,A LOT AREA (SF. 8.648 NOUSE AR~A ( F.) ~ 22s4.03 i mnr vou ~oT ce~ ue~mn v nqw ra~i m~ umrt CAVERACE- 26.37G -:~C`,na ~Ct"n.~*rt.a o~wc~~ n.»x awc. NecHr= 28 23• y~ s~i n~w~n ~ n,uR~[p s nc snuerua m+xc AV~'G. ' F. ILG. HEIGHi. 23.25 x .w r~ wa~M saM~a nwa. mw ru fww~aw ww Sfs.3 ~w wr awu~o~wa~s ww+ nare sve rqqss ~.ra. RK hOT ++~m Rql Olws IMroR~ IuNRiNMN15 (MLY. MM rC~O,MroA~PVEII a~fn~rw~Narae ~rnai~~la n e o~Wu t~~nen n.~ REY" k MPROVED FOR STFlKIMG n'g1A~}g~ NWRAT& NO: I~ ~7unun amcsr~s • 8 OY~IMSER~~I~p~ ~ 3ANITI~R~SEKEA SERNt~ 80 AUC OF NWnLK • 2' SfAcQR AlWlltm uCHt POLE ~OW~NEOF wAIK 09 • 33z LOT GeVE51RG[ lC7R '~-S7ORV/ ilry-Lt~ pRE N'NRANT Ot COVFA~OE F~ ~XES rIPIAX MELODY HOMES C"""a 'o" INIMUM ~ SETBACKS: scn~' +^-zo1-SOQ-92Z-w9~ew ~AAoSIDE:ivr 7.5'REAR; ag,g10' DATE: SS4-6700 qhea REV: PAOXL, l~031 <68-f851 T..~'~~ STREET SIDE:T.4.~ BY: BMA (300103 satl 4eo-ssea BETWEEMN STRUCIVRE5:ff JOB N0: SicY3 H a w ~ 5.2 ~ ~ Z > Q ~ C G O a Z O 0 N , = W ~M 0 W Q~ N M O ~ ~ 0 = M V A, ~ O L +r L ~ N ~L = 0 U TI r~. r-. ~ ~ l~ rC'~ N V a L a ~ O ~ t~ ~ ~ -_1 s ~ ~ ~ ~ ~ n ~l1 = ti I Z 1. ~ r b c~ 'y I ~ ..J y I ? ~ ~ o . C ~ 0 a v u C ~ N C ~ ~ N 'D N C d (D .0 > m t N C c o U M S N Q1 _ ~ ~ U M L7 M C > ~'9 ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77895 BUILDING INSPECTION LINE -(503-2345935) Date : 7/16/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Praperty Owner: Property Address Contractor License No. MELODY HOMES INC 5386 NELSON ST 21279 Phone : 466-1831 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback tlistances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, antl that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge,e(dinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED_7'4,/,/(f bCUd1I.A/QCM' DATE ~~,.J&-C4 Construction Value : $206,943.00 Permit Fee : $2,070.91 Plan Review Fee : $100.00 Use Tax : $2,483.32 Totai : $4,654.23 . 1150.191 150. o0 Description : 2624 A- WALKOUT BASEMENT, 3 CAR TANDEM GARAGE Piease Nole: BUILDING DEPARTMENT USE I connsu0r is responsioie tor ioee?i^; nropc lnes Md ConsWcting improvements aeomcira-,~ to ZlD~lir1$,C01"p6;BapptovAIPanandrequirftfct;-ltq~in:.':~ . Approval : TRC TheCity isno[responsibir, fi>T'.r;acc.re,~ Zonin PRD submitted wi:h:c~ the plan 9: errors resull.ng fron in::c . . 2 ENGINEERS STAMPED FOUNDATION PLAN Approval : CR Approval:DFB OK. 7/16/04. SEE ATTACHED SHEETS Occupancy : R3 Walls : Roof : Stories : Residential Units Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Plumbing License No :19354 Company : Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issued in accordance with the provisions set torth in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge. Coloredo or any other appliwble orUinances ot the City. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixry (80) days from issue date or (B) the building authonzed is suspended or abandoned (or a period of 120 days. (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-hal( the amount nortnally required, provided no changes have been orwill be made in the onginal plans and specifcations and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspansion or abandonment ezceetls one (1) year, full fees shall be paid tor a new pertnit. (4) No work of any manner shall be dona that will change the natural ilow otwater causing a drainage problem. (5) Conirador shall notify th ui ing Ins tor hvenry-fou( (24) hours in advance For all inspections and shall receive wnden approval on inspection caM before proceediing with s e has the job. (6) The issuance a ppro f d s and specifications shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions in s or ance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date Applicant: ~'~t9'f'~1A!1 Phone #3DI- 419 - 6q3) Location of Construction: 5`.35(' nJ~1s~~I Sr.e~'r ~ Purpose of Construction: Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 E Z)•~ (for document processing) Single Family Residence Review Fee: $50.00 S 60.00 (for review of applicable technical documerts) CommerciallMulti-Family Review Fee: •(for review of existing technical documeMS) $100.00 $ •(for review of tachniral documenu for construction in Rightof-Way, Final Drainage Report, and Erosion Control Plan) $SOO.IXI E CDOT Access Pemtit Fee: S100.00 $ (for document application and processing) Traffic Impad Study Review Fee: $100.00 S (for document review and processing) Flood Plain Vaziance Review Fee: (for document revicw and processing) Class I Application: $300.00 S Class I Publiqtion/Notice N/A Class D Appaiption $750.00 $ Class II Publication/Notice $90.00 $ TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ /So, o0 PLEASE NO'CE THAT IN ADDI770N TO TEE ABOVE FEES, 7"fERE WQ.L BE ADDITIONAL UCENSING AND PERM[TTING FEES REQUIltED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Appficant v " Date 77 b' N Rw 06'OJ aF w~~E+T DEPARTMENT OF PUBLIC WORKS BWLDlNG PERMIT APPLlCAT10N REVIEW Date: 7//6/0 c07 OR O, 0 l,ocation: S386 /LJQ.-SO'J Atleotion: Building Department I have reviewed the anached materials submitted in application for approval of a at ihe above rcfaenced addrus. Please note the summazy comments bebw. 1. ✓ Boundary Closure: _ OK _ Not OK; refer to stipulation5. 2. ✓ Drainage: a. Drainage plan ard report neoded _ b. Drainage Qlao not nxded c. Ld drainagelgading to be revitwed by Buildi ng Division ✓ d. Site drainagdgrading provisions havt been reviewed and are: /~oe o vEt~o7- ✓ OK Na OK; rcfu to stipulations. 3. ✓ NPDES Pemtit Rtquired: _ Yes ✓ No 4. ✓ Public Improvements: a. street paving naded: Yes ✓ No b. curb and guper nxded: Yes ✓ No c, sidewalk netded: Yes ✓ No d. sveet lights txeded: Yes No C. storm sewer nxded: Yes ✓ No t letter of aedit required: _ Yes ✓ No If a letter of credit it requued, for what improvements? ,✓/A- 5. ✓ b. Yes No _ Yes _ No 7. ✓ Traffic impact analysis and report tequired: Yes No 8. Seate Higtiway Accus Pamit necded: Yes y/ No 9. ✓ New roedway or alley R.O.W. dedicauon recommerded: _ Yes ✓ No If yes, what is recomercnded7 10. ✓ All exiuing dedicated rosdways/alleys meet the standards of the City: ✓ Yes _ No ]f no, which do na and what is requested: F//it 11. ✓ APPROVAL: Tbe Public Works Depanment haz reviewed this requat and hereby gives ita approval, subject to the above ardla attached stipulations. ~✓.r.--►/-~'-"-- '7/!(0~0~' Signnmrt David F. Brossman. P.L.S. Date 12. NO APPROVAL: Tfie Public Wwks Departmcnt haz rcviewed this request and does nd give i[s approval for tFrc reawns stated: Sigroture David F. Brossman, P.L.S. Dare 13. ✓ 14. ✓ Amount of letter o( aedit: N/A- Subdivision Agament required: Devdopmen[ Covenant requircd: If Yes, for LE Stiputatior~ssnached: ✓ Ya _ No ~R~1-D/N(i GE~T/F/GyT70~✓ 77E.Q f~OM /~E. 2.E~u.,P..c~ oi'C.O. Sumnury Commenn: Psrly damaee to 1he ezistine Public lmpxovemrnts u a result of this conwuction is to bc repairod w uKCt Citv sunduds by the Permit Anoliant orior to the issuanoe of the Catificate of Occuwncv. A Ihainage Certificauon Lena is reauired orior to ebe issuance of the Catificate of Occuoancv. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TM AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 QY d Wtest Rtlge pepmmxm d WbYc LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 7!61~~ Dear Contractor: ADDRESS 5386 A✓~30AJ In conjunction with the approval of the bui]ding permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to deternune the ezisting condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2~ A--*o.~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 F_4(eSud Residential Worksheet (SF/Duplex) ZS~ Submittal requirements: Copy of Deed Z Site Plan (to scale) ?000~ Elevarions a Address: S36lo NdSap- 2(024 •A Zoning: ~f-t+ Use: Property in the flood plain? I~ O Lot Size: sq. ft. Lot Width: -10 ft. Maximum Lot Coverage: +0 % Proposed Improvements: House: 21p• 4-* sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Gazage: sq. ft. Proposed L.ot Coverage: (Total) 25' ~ % N ~ S Required Setbacks: FR ?C S 1,~ S Provided Setbacks: FR ZS S 10'S S 345-4~' sQ. ft. Exisring Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. 21$3'44- sq. ft. 7"1 R 10 ia R 45' 9 sq. ft. Maximum Heighr 7RS ft. Proposed Height: 1*~" R. Maximum Size: 34A9 sq. ft. Proposed Size: 2193' 4-t sq. ft. Access Nota For one and two-family dwellings, the fvst 25' of driveway area from the existing edge of pavemem into the site shall be surfaced with concrete, asp6al; brick pavas or similar materiaLs. For all uses other than one and two famiiy dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except w6en used as joint access for two or more lou. In residential zone districts, curb cuts shall be at leazt 10 feet aod not more than 24 fcet in width. One snd two-family dwdlings may have 6orseshoe driveways, provided that the sheet accesses are at leazt 30 feet apact, measurcd from thc interior edges. For all uses, one access point per property is pemtitted 'Mebl sheds in excess of 120 s.f not allowed. Landuaoina Nota For one-and two-family dwellings, one tree for every 70 feet of strcet frontage is required. 1000/o of t6e front yard and 25% of the entirc bt must be landscaped prior to issuance of C.O. Street trees requ'ved: Street trees provided: ~ ~e,~ ~ on.o~ COMMUNI7Y DEVET,OPMENT AEPARTMENT BUII.DING TNSPEC'CTO1V LINE - 303-234-5933 CITY OF WHEAT RIriGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-535-2855) ~~~~CAHi Property Owner. Prop«ry Address: CoqRactor License No.: Cottpany. z-~- G Building Pemtit Nuniber. bate: Phone' '..S-' ~to L;, --1 I , Phone: 01I'AE(1/COA T/u(,70A SIGKATU0.E OF lTDf0.STANDNC.V:O AGREFIdCKT 1 hcrcby ceni(y that Ux setbxk eistanca proposed hy Ihis pcmiil oppliatiat are ucunlc, CO71SII11CI10Il v21llC:$,~ anddonotviotateappiicablemdimnces,raksorieguluionsofOicCityolWheaiRidgew pet'AT1~FeL:$ 7~J~0.~ <avcnan{s, tabcmmh a'esbictiwis of rccad; that all meawremrnls ahown. snd a1kgalionc made uc sccurslc ihat 1 have rcad and atra w aniee by n11 wnditions e.+rvd ~ w:s plen Review Feo:$ /c-~~' appMcuim ma ehu 1 ueume ruu responsibiGry t. ew~l;rme winh mc What Ridgc Huilding Code (U.B.G) and all aher applicable What Ridge Ordinance:, fa work unda USC T87C:$ lhis pertnit. ^ - i/ / ~ Total:$ IoWTEcxcoxrnwcronr ..,..,....~"...,~.......,..i.r,..,..~.r, - ,--•~-r~ZNn~cL ~j I(SQc~J DESCRIPTION:~k - ~vctIJG~ ~-(t-~ ICG~lL~4'-'~`~- ~~;'~~~i. l (:i i c k. BU1LllING DEPARTMENT USE ONLY SIC: ZONINO COMMlNY3: ~ Approval: D Zoning- ewwINO Cornwrta: ~J %{i1GC~~ °j j` /~GF /O ` J fr?~~ ~ Approval: au■ucwoiucswrrcxrs: oK . Approval: -7!/G~6~/-~ 5E~ ~-~1~~'d SL~$T Occupancy: Wal1s: Rooi Stories: Raidential Uniu: ~ Elavical T,icrnse Na: ?lwnbing License No: Mechanical License No: / 77 `'7 U C~~~~1,t,~ro~,l,^,u~'ck' c°°~'y. RIti CR-ii?c~DcQ C°"~any_ -c%Z,ct' `~'Pc'~,C,tiCv Eapuation Date: ,.J Expuauon Date: Fxpuation Date: Approval: Approval: Approval• (t) Thapamk wasiuued"aaawdaneewitEAepa.itimsm k.ab in ywvapptic.ee...d'uwbift(blMNweoftMSnmofColmadoa_amq,7,.j,y "Ndacs ana Bmtiny Coda dWhm Rid{e. Calo'aibw.er aAaNqlic+lak ad'm.rca of dae 6'y. 111 TL'upumk duXespirtiffJVAcv.arkaumw¢Wheammmeecod rysusiu](M dsyzhomiypm 4akar(9)dKbuiWiogawhyiiWissuipeaded« .bMdoeN far a pe.iad at Im a.yc 13) 1l[fiis pnmic cxpivs. a W. pamn wy Ee acquirad fa a f. ef o~e-pal( JK ameum normilli rap+.ed. Dro,idM ea cAan;es Mve focn d.till be made w drc ai~WW phm ~ed fpocYK+tiwu wd a.Y wrycwsioa a~Wedwxu pu oa ix~ad~d ox ll] Ye. I!<bngee Mv~ 6em « if a~.sw~ or ~nn~to~ cx~eed~ well) Ku, fid ites AuB h~pW (af ~ ecw pe+mu. (a) M-aleofarywvnerWehdweiLNVnalchuajc Owawualflowd.NatCw9eta~iiu~epohkm. (S) Ceeaaever a1+tl mti61At &uldint IAIeee tweaq`fm (N) 6ms:e Myeoe fae atl mWaniqft md ilu0 +eaei.s Wriaea W~-•1 an imp«uw avd befara Aocced'aii wNh -cena.<plezog, aflpe jol. (6) iMiwaxea(aqrMaaA.sppmvpMdnwiopmd 'ficaum, rNtlwpaaonspwdbbeaymapfQ.eorukpprev*laf.aarrio66ma(dw F*^~'uiw ~~y'avry oAnadgy~w,,Weaxp6dee. zo-d &-sf vooz 6i Jce 2 sazss~z2o~:Xpi md gONzraNUld F Infonnation To Build On Engineering • Conaufting • Tesfing Melody Homes, Ina March 1, 2004 11031 Sheridan Boulevard Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5386 Nelson Street, Lot 2, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Dear Melody Homes, Inc., Professional Service Industries, Ina (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This suminary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of driiling one boring near the anticipated center of the subject residence. The boring was advanced to a total depth of 24 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our taboratory for subsequent analysis. SUBSURFACE CONDITIONS 'The soils encountered in the boring drilled on the subject lot generally consisted of 24 feet of overburden soils consisting of fill, sandy to very sandy clay and gavelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILS/BEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Industries, Inc. • 4765 Independence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 2, Block 1 FOUNDATION RECOMMENDATIONS Job No.532-35120 March 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on tlus lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individua] footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the grade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range area aze commonly constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors are also recommended in basement azeas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed later. Slab perforxnance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-erade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common auid is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they aze generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below aze closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the ]iomeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredicfable. At the present time solutions using readily Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 2, Block 1 Job No. 532-35120 March 1, 2004 Page 3 of 5 available construction technology considered to be within practical, cost effective limits are not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is norxnal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but are intended to reduce potentia] damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be lazgely controlled by proper and responsible homeowner maintenance and irrigation practices. Slabs should be separated from all exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized urility lines above the floor slab. Heating, ven6lating, and air condi6oning systems supported by slabs should be provided with mnumum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that are placed on the siab. In finished areas, all furring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorcvays and stairwells shouid also be designed for this movement. Recommended construction details for partitions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could ezceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnica] engineer when considering patio and /or porch improvements. 5. Isolation of gazage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended around all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Skyline Estates, Filing No. 3 L,ot 2, Block 1 Job No. 532-35120 March 1, 2004 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the suxnp, a pump should be installed by the homeowner to remove the water. The pump should discharge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade azeas. The foundarion drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture bazrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after consriuction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. 1. The backfill should have a positive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill azeas. The minimum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these azeas should be filled and compacted with a fine-grained soi] to establish the positive slopes mentioned above. The addition of rock, bazk, or mulch in low azeas to establish positive slopes is not acceptable. 2. Downspouts should dischazge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundarion walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash biocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundarion wa11. 3. Particulaz care should be taken during final landscaping of the site. If the Homeowner desues to plant next to or near foundation wails, or exterior slabs, it should be understood that the risk of future damage to the sWcture or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near tbe foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 2, Block 1 Job No.532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped azeas such as gavel, bazk, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior slabs. These areas should be underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative areas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with gass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. Lawn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze suminarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a summary of ow findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. I'ROFESSIONAL SERVICE INDUSTRIES, INC. Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan area. There are risks associated with construction on, and living in areas of expansive soiis that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industty has developed effective methods to mitigate damage. The detemiination as to whether slab-on-grade construcrion can or should be used for a particulaz applica6on requires an evaluaiion of the likelihood or risk that slab-on-gade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptab]e slab performance is subjecrive, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately known or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regionai soil and bedrock profile and it's variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the siab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the azea, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future slab-on-grade performance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the genenl magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to deternune the measured swell percentage or swell potential of individual satnples of a soil or bedrock material is an important considerarion in this process and one that has been used extensively for more than 30 years in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone are only an indicator of how an expansive soil may behave, and used alone aze not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service Industries, Inc. PaQe 1 of 3 March 1. 2004 In an effort to provide some unifomuty in terminology and provide a relarive correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations". The risk categories developed by CAGE aze reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchaz e) Representative* Percent Swell (1000 sf Surchaz e L,ow 0 to < 3 0 to < 2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characterisrics of the soils and bedrock within the anticipated zone of moisture content increase (often refened to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engneer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over time regasdless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro area have validated this observation. Criteria used in the study to evaluate slab performance included a maximum crack height of'/< inch, a masimum crack width of'/a inch, and a maximum differenrial elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the tliree criteria is shown below: Professional Service Industries. Inc. Pa~_e 2 of 3 March 1, 2004 Basement Floor Siab Performance lm = 60 'a M d r 50 x c 40 W v 30 m ° u) 20 = a 10 O y 0 ~ Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also laiown as structural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases aze not the best option. Based upon the combined experience of iYs members, CAGE advocates the use of strucrixrally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnicai consultant to be lnw or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate sweil potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and conshuction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc, cannot be precluded using readily available construction technology within practical, cost effective limits. Professional Service hidustries, lnc. Pqe 3 of 3 March L. 2004 Spike as required ~ Partition 1 for stability I ~ ~ Molding, nail I at bottom onl~ ~ Void Space Drilled hole Concrete slab Wood 2 x 4, tll=~~~~~,~~,,! 11' nail to slab Infornnation VOID SPACE DETAIL FOR /r~~ .ToBuildOn PARTITIONS ON SLABS Engineerin9 • co~~,nr.g . resd„s EXHIBIT B Brick or siding 5' Minimum Frame Rock or bark area nith donnspout wall extended beyond edging r- I L Sod I~, ~I p~y t i ~ ~~j~ ~~l~', ~,!li~ ~ti' 4 ' 'i ' • • A .-I I I-I I I=I I I!!', Foundation Wall Perforated edginQ or equivalent to allow release of eeter from rock or bark area Maintain minimum alope of 10% away from foundation Minimum 6 Mil Polyethylene or Ceotextile Fabric sloped awey from [oundation under edging to top of grass ~c; Inforniation RECOMMENDED LANDSCAPING LI~`''~ .ToBuildOn PROCEDURES Eng/neering • ConsuWng • Testfng EXH I B IT C PLOT PL,4N FOR P) MELODY HOMESINC. LOT 2 , BLOCK I , SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5386 NELSON STREET NO0°24"26 io' .E. ` ~..I ~ I-SETBACK -I SE ~ 16I Im I LOT2 I I~ 81648 Sf. N N ~ J ~ I NI f IZI- l w 10 ~ ~5 I r TIO ~ ~ PA I I M 75.3 'N, Ln ~ 10. . ~ I I~ I I 12.9' 9.5 I I I ro ~ rxPL IN rz ~ I I~ t2' 1~ 1 TOG = 58.3 GRAWL TOF = 57.0 ~ 10.0' I I ~ L---~ 2624 I 1, ° I I'^ 10.8' W/O BSMT N A I I wl I ~a I ~ II Id'~ I I ~ I 3 CAR ~ LQ I LE ~ M I I~Q N I I GA~Fr ,GE I N ~ I~, I 55.2 1 i ~ I~ 59.8 1 7 , I 58.3 i.s io. i zt.3' J I I~ I I ~ I I a 17.8' 0 10_4_ ~ i PoRCn I I~ ~ DRIVEWAY L__---- I~ I I~AI I O U I O N I~ O I ~ o ° L - ~ ,o' 10' U.E. 53.0 53.00 25 - 54.36 NO °24 251,8 70.00 N00°< NELSON STREET INFO STAKE MODEL 2624 LH 3 CAR ELEV.A LOT AREA (S.F.) = 8,648 HOUSE AREA (S.F.) = 2294.03 ceNeen~ NoTES COVERAGE= 26.5% 1. iH15 PLOT PLAN DOES NOT SHOW LOCAl10N OF VANDOW WELLS. FOR THEIR BLDG. HEIGHT= 28.25' IOCATION SEE STRUCNRAL ENGMEERED PL/N5. 2. OIMENSIONS SHOWN AROUND THE PERIMEIER OF TME STRUCNRE ARE i0 TNE AVG. BLDG. HEIGHT= 23.25' E%TERIOR FOUNOATION CORNERS. AVG. F.G.= 5(D 3 J. PROVIDE ANO MAINTAIN POSIiIVE DftAINAGE AWAV FROM ALI. FOUNDATION WALLS , PER WARRANTY REOUIREMENiS. (0.59. MINIMUM SLOPE FOR CONCREIE PANS.) 4. THiS PIOT PLAN SHOWS PROPOSEO IMPROVEMENTS ONLY. FINAI CONSTRUCTION MAV VARY. 5. FOR OVESTIONS REGARDING THE FOUNDAiION DURING EXCAVA710N, FORN SETTING. AND HOUSE WNSTRUCiION REFER TO THE ENGINEERED FOUNpATiON PLANS. ' REVI W & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: ~~UTIIITY PEDESTALS o z CHECK FORMS BEFORE POURING E RE UIRED WATER SERVICE k?=PROPERTY UNE N w 48 HOUR NOTIC O Q SANITARY SEWER SERVICE BOW=BACK OP WALK w U ° 2' STnGGER REOUiREO FOW=FRONT OF WALK LIGHT POLE 00 E_FLOW LINE z U ° 357, LOT COVERAGE FOR 2-STORY/ TRI-WL ~FIRE HYDRANT ASEMEN 407 LOT COVERAGE fOR RANCHES T E CMELODY HOMES CALL UTILITY NOTIFICATION MINIMUM SETBACKS: SCALE: 1"=20' INC. CENTER OF COLORADO FRONT: 20.0 DATE:05-12-04 rtost SHERlDANBLVD. 1-800-922-1987 iNU rnro SIDE:?•S'REAR: 10' REV: WESTMINSTER C0. 80020 ~R534-6700 DENVER ~2~ anMW~ STREET SIDE:24•0' By; BMA PHONE: (303) 466-1831 ~ ~ a •~a~Wu ~ft ~ MINIMUM ' N0: SKY3 JOB FAX: (303) ass-zsse BETWEEN STRUCTURES:15 ✓I\L~-_-_-_'_-~I St9f8ACK - LOT1 I II ' i --m ~ 9,9045L , I l ~ 1... ~i ya'~'~ • ~'7~ I~ ~I L----- PARFET STREET ~ - TRACT7 i ..o, 123.54' S89' 35'34"W _ LLE. --__--p' - , ~ r'_" r TRACT H 0.64 ACRES I I', _ p✓ i Gf L :E 0-- ~ ~ S VU~a I I ~ a0~ I ~ m ~ BE 'I r ,.a I< 7m L---~T i ~ 3~s'35i4 w`F . >g~--_ -1 la QI`n - " I 1 I ~ l ` ~ LS'6l L 6b 94.6BS \ ~ 5'u6v p r ~ MA ~ \ I ` ~ \ \ ` K \ 1 . ~ V!~ Z R \ p \ \ \ \ ~ ~S= \ \ ~ \ p 3 n I \ \ ~ J w, I ~ ~ ~ I ~ a 6094.68 i i \ ~ - - J v 84 9~8w \ ,rwe_" s5 ' \ - i vr- ~ ~ Z \ ! ~ 4 TR A C T E ` ~ ~ , , F iq F I 0 55 ACRES . ~I ' xe ~ Su[ S-___ ' \ s ~ )RM/DRAINAGE TRACT o R 1 l ' 590'00'00'E '----------i~Nl INN, ~ s ~ G - , , 4 1 mo 8z wb y-t ^~n M . ~ U ~ ti '.rr'N iatt ~ u l om z I~ Q ~ s'uc ,K.b3?Jb36S-- -5 - J b n • _U_E,_a~-_ " • 5 . ow ~ _ L-- I " ~ ~ ~ f n'1tT' i Z Q bb~ b yo~ ~ ~ _I •1'Y ~ ~ ~ ~ i I ~ ~s E. ~O~ ~ ~ ~x ~ b ~ ~ qP Z - - J u . ~ ~ s L-- = " 1 ------J - ' s e 00 I 69 94. 85 . NT 136.95 VE - - ,r---- . _ z o ~no _ u V1~~ I ^ N C5 i ~ i I `oDi y~ I am i IG L 1n s I I - J m8 - L---- - b --J , ~E= i5ii7' E ooaZ~ : oyr y o'-' - - 1 z~oei I ~ ~ ~ PNp r NA~E SEMEN R I AION D E ~ A ° ~ ~Lg 0 % F N 4• ~ ~ i N6~•4 i I ro ~ ~ U I ~ I i \ o r- pN ~ u \ 5 1 I 1 Y ` \ 1 .r F 7E. w. * W E- " z I O I ~ A.X . ~I G ~ P N ~ z ii y ~ i I qm ~ I I i+N I ~ I W W a ~ -_J w i - o " s ' y . e _g 5 UE_________ l ~ =~M ~ z i i $ ~ z $ o i I lu A z R f I a0 I V ~ I 4 1 + I = ~ ~ 7 h4 1 L--------------J ' . ..a 00 OZl 34fS£.69N ~Q P I ~J ~C I i ~ O~ C u ~ ~ "I ^p i ~ m I k !t 4~ -fi .r e 10'-6" 1,~~ VARIES PER PORCH 8" 6X6 WEDDED WIRE s _ r~_ e i - ~ ~ ar i `i SHOP PRIMED "I 4" CONCRETE SLAB FABRIC. W8X13 ON GROUND. BREAKOUT STEEL O ~ THIS ° ~ SHEET. ~ ~w ~ - - ~ TOP AND BOT. J ~ CONT. REINF. _ ~ TOP OF HAUNCH TO i°- BE 8' BELOW TOP OF WALL. `O 2-#4 X 5'-0" NRN SLAB EDGE ° d ~r~ . DOWN TO HAUNCH BRACE WALLS AS REQUIRED. BEFORE 1 i~ ~rf L BACKFILLING. ~ e o O O i ~ ~ 7 1 1 ~ o 0 16" FTG-TYPICA z UNLESS NOTED 1 r A 2-~4 (SIZE VARIES 11 u~ l~ PER PORCH) STEP BOT. OF ANGLE EXPANSION THIS FDN. 3~-H~~f 1 r I ~oiNT. SHEET. i SEE SECTION 1 ~ FOR DETAILS. ~ ^ _ ~ t O POLYETHYI_ENE I s ~ - m N i r rh SEE SECTION t V010 BEYOND, SEE SEE FOR DETAILS. . PLAN FOR LOCATION. PLAN BEAR ON UNDISTURBED ' ~ r~ SOIL. ~ J r HAUNCH AT END OF PORCH. ~ SIM. d r 11 30" FTG. ■ THIS oo - VARIES PER PORCH 8" 6X6 WELDED WIRE SHEET. _ ~ 4" CONCRETE SLAB FABRIC. ~ i~ SHOP PRIMED ON GROUND. BREAKOUT STEEL ~ I W8X13 ~ N 1 ~ e ~ - ~ ~ N a - - ~r 4 j TOP AND BOT. ~ STEP BOT. OF BlOCKOUT _Z CONT. REINF. ~ N FDN. 4~-O~~f 1 HAUNCH FOR TOP OF HAUNCH TO ~ f J i BEAM. BE FLUSH WITH TOP OF WALL. ~O 2-#4 X 5'-0" M 3-2X4 POST 7 ,j =i BRACE WALLS ° ~ BEFORE ao BACKFILLING. p O I III ( u ~ O Ju r i~ ~ o ~ ~ ~ Q t- G 4 c GARAGE I ~ GARAGE - - - :L~- - - - - _ CONC. SLAB ON GROUND 4~-~ I 4 CONC. SLAB ON GROUND 30'~ FTG. INDICATES 2X PLATE LOCATION. 2-#4 (SIZE VARIES PER PORCH) ~ f~~ °O I I INDICATES PLA t° JOINT. ExPaNSioN ~ i I MATERIAL UND SEE SEC110N t SEAL VOID WITt FOR DETAILS. ~ PROVIDE 1/2"~ X 10" LONG ANCHOR ES PLACEMENT OF VOID ~ ~ ~ N B0L1S ~ 4'-0" O.C. UNLESS NOTED _ } ~i i ininGp r_pen~ R~enA _ I ~ (1THFRWI~F (1N CF~TInN 1 CNF'FT C-7 r . _ Y -J INDICATES 2X co PROVIDE 1 /2"0 POLYETHYLENE ~ I _~TT TT ~ ~ BOLTS CAD 4~-O~ 'T 00 OTHERWISE ON -m SEE SECTION 1 EMBED BOLTS VOID BEYOND, SEE SEE FoR oErAi~s. CONCRETE. PR PLAN FOR LOCATION. PLAN BEAR ON UNDISNRBED ~ BOLTS PER SIL soi~. ~ WITH 1 BOLT L S~ C T Z O N ~ O 3/8~~ = 1~-O~~ ~ 12" OF EACH HAUNCH AT MIDDLE OF PORCH. ~ SILL PLATE PIE a ~ f~ O i r E~ NOTCH FDN. 1 ~ DOOR & MA~NT 8>. i r k.. e J ~ BTWN. ROWS 0 4" CONCRETE SLAB. SEE o N SECTION 1 FOR CONSTRUCTION. - - - 4 i~t J a- ~ .-1 d' 4'- 2X2 REDWOOD - - SLEEPERS TO I (-I (I-III= MOVE ANCHOR BELTS AND -6 1 ~2 i~ GRADE ~ 16 III-III=~ PLATE TO OUTSIDE FACE ~o .i ~ (NOT' SHOWN) I I-I (I~ ~ ~ OF WALL TO OMIT BRICK ~ ~I I I-- RETURN. ELEVS. ~3 & C ONLY. #4 ~ ~ 2 BACKFILL BOTN SIDES OF T A N l~ ~ M HORIZONTAL. WALL AT THE SAME TIME. #4 C~ 12 CO VERTICAL. r 16'-1 1/2" 0 i f u ~ 2 1/2" CLEAR. i d_ 0 ~ STEP BOT. OF ~ GRADE AT FDN. 4'-0'~f. i W EXTERIOR. (SLAB AT ~ P~ASEMEN INTERIOR i i SIMILAR NOT SHOWN. - ~ I ~ I. 11Y i f. N ~ I-~ III=III 2-#4 TOP & BOT. ~ z ~i' ~ I~ (I I I~ I CONTINUOUS. ~ - 1 i ~ I _ r III-III= ~ HIS FDNP OP OF ~ 1 III-III i ~ HEET } _ ~ I II I II I I~ ~ ~ - - - 1 POLYETHYLENE. EE PLAN ~ SEE SECTION 1 FOR DETAILS. 3'-~" 3'-g" 5' 0" _ 9'- 2„ ~ t*~ ~ ~ T I. I it el } 1/211 11-011 181-4" LB. FELT WHERE THEY PASS TNRU SLAB. ~ 1U JVLIU tStAKINIi UK I:UNC:Kt I t I1AUN(;H ~ ,~°G~.~.~•~- p ® ®A AiII AIAIiMiipNtii~liJi®-~Ni ® ' 28,-2„ 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS 3EAM IS SET. WHERE SHOWN). PROVIDE #4 DOWELS @ 24 BULL O#FICIA[. DA FROM WALLS TO SLAB. SLOPE SLAB AWAY of pem*;7to iedapennita SECTION THROUGH GARAGE WALL. 21'-4" 5. PROVIDE REINFORCING AROUND DEEP BASEMEI BASEMENT WINDOWS AS SHOWN FROM BUILDING. and canputations shall not be a pem* fors or an approval ~ T n N I ~ ~ n t ^ .1 1 All 11 ^11 ON DETAIL 2. any of the provisions of the buiidnq erode or of any G C H AT ELEVATI 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION I a~ 2X PLATE ON TOP OF BEAM. DOUBLE 2X 4 a PLATE. ' SEE DETAIL AT RIGHT FOR PLATE AND BEAM POCKET PLACEMENT 8•• WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. WALL. CONTINUOUS. BEAM - DOUBLE PLATE AN SEAM POCKET CONSTR BRACE WALLS BEFORE BACKFILLING. f 39 !1 ~ 8 2 MIN. SEPL N ANGLE EXPANSION JOINT. I 4" CONC. SLAB ON UNDISTURBED SOIL OR COMPACTED FILL. - - Z SCORE JOINTS IN SLAB AT , J MAX. 200 SQ. FT. AREAS. ~ - ~ ~-I I ~ I 1I- p _ = J W D W m Q ~ ~ JO Z U d _ ~ ~ j p z - I ~ r. _m PROVIDE #4 X 1'-6" DOWELS ~ ~ =~_I I ~ 2'-0" O.C. MAX. (MIN. 2 ALP ` t ~ 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN PLAN OR STRUCTURAL FILL. SEE SOIL REPORT. i 4 3 i s REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. .r_ r i i I o» I J a v ~ C~ ~ ~ $ 2-#4 TOP & BOT. CONTINUOUS. ~ cis c > BEAM POCKET dS m ~ EMBED 2X8 OR 2X10 CONTINUOUS BEAM P - - LEDGER W/2 ROWS OF 20d FORMING FLOOR ^H STEEL PIPE COLUMN, SEE PLAN. 2- 4 Fl ~L HEI -~L H E~ ~N T ~ a FLOOR FRAMING NOT SHOWN. ~ ~ PROVIDE BASE PLAT= 1 /2" X 4" X 6" BEAR BASE PLATE DIRECTLY ON BEAM. r OF FDN. VIIAL~L. BEN 1 -~6 01 D - s= - - ~ I I 1 /2" NAILS ~ 12" O.C. (1 TOP & 1 BOT.) 2v SIMPSON U210 HANGER PLYW00 PLYWOOD SUBFLOOR ii SIMPSON 0210 HANGER a °-o ? TOP OF VINDO' I ~ 3/4" T & G SUBFLOOR FLOOR FRAMING ~ ~ ~ i i FLUSH WOOD BEAM ~ ~ o a ~ ~ o ~ o,-~ - - - - i ~ ~ - ~ ~ a t ~ `V FLUSH N 2X10 FLOOR JOIST, SEE PLAN it _ _ GRADE 4~ GRADE AT AIR SPACE i POSY. SEE SECTION 1 4" VOID BEYOND, SEE SEE FOR DETAILS. POLY. SEE SEE SE PLAN PLAN BEAR 0 PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4" VOID BEYOND, SEE OR STR OR STRUCTURAL FILL. PLAN FOR LC3GATION. r j 7 t~ n`._ SEE SOIL REPORT. SEE S01 BEAM TO WALL CONNECTION s 1 1 _ GARAGE OR CR TOP ROW OF REINFORCING. a ~ ~ f 3 ti i i , MAKE TOP BARS CONTINUOUS , er ~ii~.___1s WITH TOP BARS IN BASEMENT s 2~-6" MIN. WALL. i _r f STOOP SLAB. J 7 FDN. WALL ~ ~ ~i~ rL[ 0 o - - BOTTOM ROW ~ REINF. EXTEND 1 Y ~ Q° i BASEMENT WAL 0 1 i it ~ i L' i I I N HAUNCH 1 INDICATES PLACEMENT OF VOI MATERIAL UNDER GRADE BEAM 1 1 y SEAL VOID WITH POLYETHYLEN 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. ',L t o P t ~ t .d- `s•. ! - y w i (1 EACH FACE) r i i i y TVC'~Tr' I Cr'11 i 4~ ..f 1 1 1 l- / i ! ! f i t ) i 7 l U L 1 ~U • S k__ 1l 1 1 7 I 1- 1 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVA EXCAVATION HAUNCH ID N L. I v L. E A 1 1/ 2" 1' - 0" i i I- 1 li /--AT BOTTOM TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. S 2 ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPAC t OF 2 r a~w Ira Iwda f/M► M®s +o 1 . i vwm~ boom* ► i A a.. A "W"m Lwti 1 Fr-