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Home My WebLink About5396 Nelson Streeti CITY Of WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:JobAddress:'- Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes 'No,,,) When corrections have been made, schedule for re -inspection online at: httpYAvww.ci. wheatridge.co. uslinspection Dater �'�e, •Inspector:�� o DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 202000137 PERMIT NO: 202000137 ISSUED: 01/21/2020 JOB ADDRESS: 5396 Nelson St EXPIRES: 01/20/2021 JOB DESCRIPTION: Replacing 80% efficiency, 100k BTU gas furnace in basements *** CONTACTS *** OWNER (502)545-2689 WAHRER MICHAEL SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,021.48 FEES Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 84.45 ** TOTAL ** 124.45 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES City of Wheat Ridge ?9 E -Res. Furnace Replacement PERMIT - 202000137 PERMIT NO: 202000137 ISSUED: 01/21/2020 JOB ADDRESS: 5396 Nelson St EXPIRES: 01/20/2021 JOB DESCRIPTION: Replacing 80% efficiency, 100k BTU gas furnace in basement. 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 authonzed by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 grants g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appLi ertl�le code or an f grdmance 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 hme.-.1t How 0112U2020 08149 CDB'P Replacing 80% effici C08022392 AMOUNT DPSP 5396 Nelson St 124.45 APPL/PERMIT NT 282000137 PAYMENT RECEIVED AMOUNT PP / 3710 124.45 AUTHCODE: 69976173 TOTAL 124.45 ________________________ Dina Ke O'Q-�/)/-) D From: no -reply@ ci.wheatridge.co.us Sent: Monday, January 20, 2020 3:08 PM To: CommDev Permits Subject: Online Form Submittal: Residential Furnace/Boiler Replacement Permit Application Categories: Dina Residential Furnace/Boiler Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or BOILER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement residential furnace or boiler like for like? PROPERTY INFORMATION Property Address 5396 Nelson St. Property Owner Name Michael Wahrer Property Owner Phone 502-545-2689 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email nawahr@gmail.com Address Attach Credit Card scan0100.pdf Authorization Form - **DO NOT ATTACHED RANDOM FORMS** CONTRACTOR INFORMATION Contractor Business Blue Sky Plumbing & Heating Name I Contractor's License 017835 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-407-7967 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address krystaln@blueskyplumbing.com Retype Contractor Email Address DESCRIPTION OF WORK krystaln@blueskyplumbing.com What type of unit is being Furnace installed? Number of BTUs 110,000 What is the efficiency 80 (%) of the unit? Is the unit GAS or Gas ELECTRIC? Where is the furnace or basement boiler located (for example, basement, crawlspace, etc)? Project Value (contract 4021.48 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 2 } has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Krystal Niles Permit Email not displaying correctly? View it in your browser. INSPECTION RECORD Occupancy/Type INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Mid -Roof Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Rough Plumbing/Gas Line Plumbing Do Not Cover Under round or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors L' Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather ' ' s City of Wheat Ridge Residential Roofing PERMIT - 201704518 PERMIT NO: 201704518 ISSUED: 07/20/2017 JOB ADDRESS: 5396 Nelson ST EXPIRES: 07/20/2018 JOB DESCRIPTION: Residential Re -roof to install GAF HD asphalt shingles with 29 SQ HOUSE *** CONTACTS *** OWNER (303)250-2957 HUGHES BENJAMIN E SUB (303)424-6221 Bradley Dykes 160062 Nelson & Associates Remodeling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236.00 ** TOTAL ** 488.00 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. The City of Wheat Ridge Third Party Form Check List Property Address r\ Jrt Permit Number I — Permit Issued Date % / 20 %r� Owner Information Property Owner Information ct►v►�1.� Property Owner Address S313 (D S Inspection Company r4l ,fig -a NJ Inspector Name a Inspector Contact info. ) — Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendation an tiLS Inspector: ,� -/w Date: G Pro /rtyOwner Statement of Acknowled ement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof'nspectio in lieu of the City of Wheidge Bui g Division inspection. Propery Owner/ Agent: Date: This original document as well as the roofing check list, must be submitted to the Chief Building Ofl'tcal within seven days of the final inspection. Drop off in person Submit via Email Permit counter 2nd floor Kcook ,ci.wheatridge.co.us 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection R N/A 13 Pass 0 Fall 0 N/A ss 0 Fail Structural roof components 0 N/A n Fall Verify that no more than 2 layers of shingles exist 0 N/A o Fail Flashing for roof and walls D Pass a Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) t /A p Pass 0 Fail Verify sheshing nail pattern ( See policy & Proceedures) ❑ Fail Crickets and saddles where needed a N/AR Fail Verify B vent must have boot same gauge as pipe U N/A *,?—a —S ass a Fall Verify vent caps a N/A Pass 0 Fail Verify no flashings are damaged or rusted • N/A 0 Fail Step flashing shall be min. of 4x4 piece per shingle 4 -WA 0 Pass 0 Fail Verify scuppers allow for proper drainage Q N/A Pass 0 Fail Ice and water shield 2' in heated wall spaces ❑ N/A pass Q Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A [ass ass a Fail Verify roof slope for proper drainage 0 N/A ass a Fail Dripedge shall have min of 2" overlap 0 N/A ass 0 Fail Dripedge should extend down min 2" past roof deck n N/A ❑ Faii Dripedge shall be mechanicaly fastened 12" OC N/A 0 Pass a Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 tIN/A Q Pass R Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope 0 Pass 0 Faii Above roof insulation R-25 p Pau D Fail Below roof residential R-38 �, Pass a Fa;lBelow roof commercial R-32 Pas cl Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof shingles Recluirements /A a Pass >a Fail Metal roof shingles shall not be installed on slope less 3:12 � 0 Pass v Fall Metal valley flashing sahz% ba the same material as roof �N/A N/A c Pass 11 Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roots n KN/A R Pass a Fall Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof N= . ; �C.li rV • rnlS��I�Js ,� � �5 Company Name: /Zz ' Inspector signature: Date of Inspection: The City of Wheat Ridge inspection Check Gist notes Final Roof Roof inspection N/A o Pass 0 Fail N/A Pass 13 Fail Structural roof components 0 Fail Verify that no more than 2 layers of shingles exist N/A Pass a Fail Flashing for roof and walls N/A ,h( Pass If new sheathing is installed verify that it is listed in the 0 Pass 0 Fail permit description (Valuation must be adjusted) 0 Fail Verify sheahing nail pattern ( See policy & Procaeedures) (N/A Q Pan Crickets and saddles where needed 64/a E3 Pass ❑ Fail I N/A A Pass E3 Fail Verify B vent must have boot same gauge as pipe I N/A X.pass a Fail Verify vent caps 0 Verify no flashings are damaged or rusted N/A f�Pass Fall I N/A X Pau a Fail Step flashing shall be min. of 4x4 piece per shingle 1 N/A Apass a Fail Verify scuppers allow for proper drainage 0 Fall ice and water shield 2' in heated wall spaces t N/APass Q Fall Underlayments must follow 2012 !RC ! 2012 !BC 1 N/A ';-M Pass 10ass 13 Fail Verify roof slope for proper drainage I N/A Pass a Fail Dripedge shall have min of 2" overlap ) N/A Pass 0 Fail Dripedge should extend down min 2" past roof deck 3 N/A 7 N/A Pass ❑ Fail Dripedge shall be mechanically fastened 12" OC 90 LB roll roofing shall not be applied to roof slopes �' N/A O Pass 0 Fall less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 o Fail Modred Bitumen, EPDM, TPO min slope 114:12 slope P[ N/A 0 Pass 0 Fail Above roof insulation R-28 "/A fa pass Q Fal Below roof residential R-38 !GGA p Pass Below roof commercial R-32 851/A a pass R Fail Modified Bitumen, EPDM, TPO min slope 114:12 slope W&A 0 Pass Ea Fall must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Recauirements la Fail Metal roof shingles shall not be installed on slope less pN/A Ea Pass 3:12 metal valley hashing ahs% bs the ssms material as roof N/A Q Pass 0 Fail Fail Metal valley flashing shall extend a min of 8" from the N/A o Pass 0 centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile R fs R�aulC a Fall me Clay and concrete the shall have a min. 2-112:12 slope i N/A 0 Pass Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof N= Company Name: Inspector signature: Date of Inspection: 4 The City of Wheat Ridge inspection Check List notes Mid -Roof Roof Inspection Q N/A 0 Pass ❑ Fail ;r Pass Q Fail Structural roof components C3 N/A 0 Fail Verify that no more than 2 layers of shingles exist Q N/A Pass * N/A ./Pass a Fail Flashing for roof and walls Ct Fail If new sheathing is installed verify that it is listed in the 0 Pass permit description (Valuation must be adjusted) a Fail Verify sheathing nail pattern ( See policy & Proceedures) kN/A 0 Pass Crickets and saddles where needed <. N/A o Pass 0 Fail Pass 0 Fail Verify B vent must have boot same gauge as pipe a N/A -Ir ❑ N/A X Pass 0 Fall Verify vent caps A Pass CS Fail Verify no flashings are damaged or rusted a N/A 0 Fail Step flashing shall be min. of 4x4 piece per shingle C1 N/A ,Pass Pass R Fail Verify scuppers allow for proper drainage n N/A Pass 0 Fail Ice and water shield 2' in heated wall spaces * N/A _.W Pau 0 fall Underlayments must follow 2012 IRC / 2012 IBC o N/A Pass 0 Fail Verify roof slope for proper drainage C7 N/A * N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ Fan Dripedge should extend down min 2" past roof deck Q N/A _.amass Pass 0 Fail Dripedge shall be mechanically fastened 12" OC * N/A Pass la Fail 90 LB roll roofing shall not be applied to roof slopes 'XN/A less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min, slope of 1:12 l o Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ¢ N/A Q Pass `N/A Q Fail Above roof insulation R-25 13 Pass )m N/A 17 Pass 13 Fail Below roof residential R-38 0 Pass 17 Fail Below roof commercial R-32 ,*rN/A Ci Fan Modified Bitumen, EPDM, TPO min slope 1/4:12 slope 1,N/A Q Pass must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Reguirements Metal roof shingles shalt not be installed on slope less �/A Q Pass 13 Fail 3:12 Metal valley flashing shall be the same material as roof N/A 0 Pass 0 Fail o Fall Metal valley flashing shall extend a min of 8" from the _AkN/A o Pass centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements a Fall Clay and concrete tile shall have a min. 2-1/2:12 slope J�>N/A Q Pass Slopes 4:12 and under require double underlayment PERMIT: knc)_71 3(=' ADDRESS: � �` `J � � l� � �. IS � :� JOB CODE: INSPECTION RECORD Inspection online form: http://www.cl-wheatridge.co.ushnspection Cancellations must be submitted via the online form before 8 a.m. the da 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 ins y of the inspection inspection the following business Foundation Inspections Date Inspector 102 Caissons / Piers Initials Comments 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector 201 Electrical /Cable/ Conduit Initials Comments 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector 301 Rough Framing Initials Comments 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath /Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS proved by Planning, Public Wor nS,p ire - Note: All items must be completed and apdoes not before a Certificate of Occupancy is issued. Approval of the Final Building constitute authorization of occupancy. leted b the Fire District and nIcacA he sure that rough inspections are comp Y � Ls �> Inspe.ctor Comments gh Inspection (continued) Date Initials Rough Mechanical Residential Rough Mechanical Commercial Boiler I Furnace Hot water tank Drywall screw and Nail I Moisture board 1 shower walls 2 Rough Grading 3 Miscellaneous Inspector Comments Date nal Inspections Initials )2 Gas Meter Release )3 Final Electrical Residential 04 Final Electrical Commercial 05 Final Mechanical Residential ,06 Final Mechanical Commercial 407 Final Plumbing Residential 108 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door Inspections from these entities shall be requested 411 Land scapelParklPianning one week in advance. lease and parking inspections p 412 RowlDrainagelPublic Works For landscaping call 303-235-2846 413 Flood plain Inspection For ROW and drainage inspections please call tion I Fire Protection 414 Fire Insp. 303-235-2861 contact the Fire 415 Public Works Final For fire inspections please for y our project. 416 Storm Water Mgmt. Protection District 417 Zoning Final Inspection 418 Building Final Inspection d Building proved by Planning, Public Wor nS,p ire - Note: All items must be completed and apdoes not before a Certificate of Occupancy is issued. Approval of the Final Building constitute authorization of occupancy. leted b the Fire District and nIcacA he sure that rough inspections are comp Y 10/17/2017 5:42 PM FROM: Fax Server Amerimax WINDOWS & DOORS A Division of Euramax International, Inc. TO: +17202222053 P. 4 ACKNOWLEDGEMENT SALES ORDER NO. DATE ORDERED 1634809 109/01/17 CUSTOMER P.O. PRICE CLASS HUGHES BRAD DYKES 1 604 3950 MEDFORD DRIVE Phone: 800-827-4369 SHIPPEDVIA FOB POINT LOVELAND, CO 80538 Fax: 800-601-3227 DENVER WAREHOUSE www.AmerimaxWindows.com PAYMENTTERMS TAX CODE NET 30 CO NEL300 NEL301 NELSON & ASSOCIATES REMODELING INC NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST SHIP 1660 S. COLUMBINE ST DENVER, CO 80210 DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 TO USA Ph:(303) 424-6221 LINE PRODUCT / DESCRIPTION QTY REQUESTED UNIT PRICE EXT D. PRICE ORDERED DELIVERY DATE Block -Frame 35-5/8" x 59-1/8" Oriel:50.000% of Bottom 95 -UI Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** Please respond IMMEDIATELY with any corrections. DO NOT re- seed original Order Form. Thank you. Page 4 of 4 SUBTOTAL TAX TOTAL: S� 10/17/2017 5:42 PM FROM: Fax Server men ax WINDOWS & DOORS A Division of Euramax International, Inc. TO: +17202222053 P. 3 3950 MEDFORD DRIVE Phone: 800-827-4369 LOVELAND, CO 80538 Fax: 800-601-3227 www.AmerimaxWindows.com NEL300 NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 ACKNOWLEDGEMENT SALES ORDER NO. DATE ORDERED 1634809 09/01117 CUSTOMER P.O. PRICE CLASS HUGHES CONTACT SLS REP CODE BRAD DYKES 604 SHIPPED VIA FOB POINT DENVER WAREHOUSE PAYMENT TERMS TAX CODE NET 30 CO NEL301 NELSON & ASSOCIATES REMODELING INC SHIP 1660 S. COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 LINE PRODUCT /DESCRIPTIONORDERED DELIVERY DATE QTY. REQUESTED UNIT PRICE EXT'D. PRICE no screen **U-Value=0.28 SHGC=0.28 VLT=0.52** 008 VW39CF3SH Cart# 106 1 09/15/17 3900 COM FRAME SH/SH/SH BK WHT- 107-3/8"x59-1/4" 50.000% of Bottom 167 UI Craftsman Portrait 39CF3SH (OX) WHT Block -Frame 35-13/16" x 59-1/4" Oriel:50.000% of Bottom 95 -UI Ctr. SH = 35-3/4" Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** 009 VW38002L Cart# 90 2 09/15/17 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT Block -Frame 71-3/8" x 59-3/8" Oriel:50.000% of Op.Sash 131 -UI Left Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.27 VLT=0.50** 010 VW39CF2SH Cart# 104 2 09/15/17 3900 COM FRAME SH/SH BK WHT- 71-1/4"x59-1/8" 50.000% of Bottom 131 UI Craftsman Portrait 39CF2SH (OX) WHT Please respond IMMEDIATELY with any correcb'ons. DO NOT re- seed original Order Form. Thank you. Page 3 of 4 SUBTOTAL TAX TOTAL: CONTINUED 10/17/2017 5:42 PM FROM: Fax Server Amerimax WINDOWS & DOORS A Division of Euramax International, Inc. TO: +17202222053 P. 2 ACKNOWLEDGEMENT SALES ORDER N0. DATE ORDERED 1634809 09/01/17 CUSTOMER P O. PRICE CLASS HUGHES 3950 MEDFORD DRIVE BRAD DYKES --- 604 — Phone: 800-827-4369 SHIPPED VIA FOB POINT LOVELAND, CO 80538 Fax: 800-601-3227 DENVER WAREHOUSE www.AmerimaxWindows.com PAYMENT TERMS TAX CODE NET 30 CO FELSON 0 8 ASSOCIATES REMODELING INC NEL301 SOLDCOLUMBINE STNELSON &ASSOCIATES REMODELING INC FSH 1660 S. COLUMBINE ST TO R, CO 80210 DENVER, CO 80210 USA Ph:(303) 424-6221 FAX:(720) 222-2053 USA Ph:(303) 424-6221 LINE PRODUCT/ DESCRIPTION QTY. REQUESTED Block -Frame 47-3/8" x 47-1/4" Oriel:50.000% of Op.Sash 95 -UI RUDERED DELIVERY DATE Left Glass: 3/4" -Double 1/8 LOWE 270 TEMP & 1/8 TEMP COLONIALFLAT 1V/3H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 270 TEMP & 1/8 TEMP COLONIALFLAT 1V/3H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.27 VLT=0.50** 005 VW3900SH Cart# 69 1 09/15/17 3900 SINGLE HUNG Craftsman Portrait SGL-HNG (OX) WHT Block -Frame 23-3/8" x 47-1/4" Oriel:50.000% of Bottom 71 -UI Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/1H WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** 006 VW390OPW Cart# 90 1 09/15/17 3900 PICTURE WINDOW Craftsman Portrait PIC-WDW (0) WHT Block -Frame 35-3/8" x 35-1/4" 71 -UI Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/2H, WHT Argon Gas no screen **U-Value=0.28 SHGC=0.28 VLT=0.52** 007 VW3900PW Cart# 69, 90 6 09/15/17 3900 PICTURE WINDOW Craftsman Portrait PIC-WDW (0) WHT Block -Frame 23-3/8" x 35-1/4" 59 -UI Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/2H, WHT Argon Gas UNIT PRICE I EXT'D. PRICE Please respond IMMEDIATELY with any corrections. DO NOT re- seed original Order Form. Thank you. SUBTOTAL TAX Page 2of4 TOTAL: CONTINUED .0/17/2017 5:42 PM FROM: Fax Server TO: +17202222053 P. 1 NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 NEL301 NELSON & ASSOCIATES REMODELING INC SHIP 1660 S. COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424 6221 QTY, I REQUESTED LINE PRODUCT/ DESCRIPTION ORDERED IDELIVERY DATE 001 VW3900PW Cart# 90 3 09J15/17 3900 PICTURE WINDOW Craftsman Portrait PIC-WDW (0) WHT Block -Frame 23-3/8" x 23-3/8" 47 -UI Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Argon Gas no screen **U-Value=0.28 SHGC=0.28 VLT=0.52** 2 09/15/17 002 VW38002L Cart# 88 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT Block -Frame 71-3/8" x 47-1/4" Oriel:50.000°Jo of Op.Sash 119 -UI Left Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.27 VLT=0.50** 5 09/15/17 003 VW3900SH Cart# 69, 90, 25, 25 3900 SINGLE HUNG Craftsman Portrait SGL-HNG (OX) WHT Block -Frame 35-3/8" x 59-1/4" Oriel:50.0000/o of Bottom 95 -UI Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** 1 09/15/17 004 VW38002L Cart# 48 3800 2 LITE Please respond IMMEDIATELY with any corrections. DO NOT re- seed original Order Form. Thank you. Page 1 of 4 UNIT PRICE I EXT'D. PRICE SUBTOTAL TAX TOTAL: F =CONTINUED ACKNOWLEDGEMENT Amerimax- SALES ORDER N0 1634809 DATE ORDERED 09101117 CUSTOMER P O. PRICE CLASS WINDOWS & DOORS HUGHES A Division of Euramax International, Inc. NTACT BRAD SLS REP CODE 604 DYKES 3950 MEDFORD DRIVE Phone: 800-827-43b9 SHIPPED VIA DENVER WAREHOUSE FOB POINT LOVELAND, CO 80538 Fax: 800-601-3227 PAYMENTTERMS TAX CODE www.AmerimaxWindows.com NET 30 CO NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 NEL301 NELSON & ASSOCIATES REMODELING INC SHIP 1660 S. COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424 6221 QTY, I REQUESTED LINE PRODUCT/ DESCRIPTION ORDERED IDELIVERY DATE 001 VW3900PW Cart# 90 3 09J15/17 3900 PICTURE WINDOW Craftsman Portrait PIC-WDW (0) WHT Block -Frame 23-3/8" x 23-3/8" 47 -UI Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Argon Gas no screen **U-Value=0.28 SHGC=0.28 VLT=0.52** 2 09/15/17 002 VW38002L Cart# 88 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT Block -Frame 71-3/8" x 47-1/4" Oriel:50.000°Jo of Op.Sash 119 -UI Left Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.27 VLT=0.50** 5 09/15/17 003 VW3900SH Cart# 69, 90, 25, 25 3900 SINGLE HUNG Craftsman Portrait SGL-HNG (OX) WHT Block -Frame 35-3/8" x 59-1/4" Oriel:50.0000/o of Bottom 95 -UI Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** 1 09/15/17 004 VW38002L Cart# 48 3800 2 LITE Please respond IMMEDIATELY with any corrections. DO NOT re- seed original Order Form. Thank you. Page 1 of 4 UNIT PRICE I EXT'D. PRICE SUBTOTAL TAX TOTAL: F =CONTINUED City of Wheat Ridge Resid. Windows/Doors PERMIT - 201707936 PERMIT NO: 201707936 ISSUED: 10/03/2017 JOB ADDRESS: 5396 Nelson ST EXPIRES: 10/03/2018 JOB DESCRIPTION: Permit to remove and replace 28 windows all in existing openings, same size and same location. *** CONTACTS *** OWNER (303)250-2957 HUGHES BENJAMIN E SUB (303)424-6221 Bradley Dykes 160062 Nelson & Associates Remodeling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 252.00 ** TOTAL ** 302.00 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perf ed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Jr Sign ture of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the 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 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 an 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval �of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City of �W heat j�idge COMMMOUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # 4C- 0 --7 Plan Review Fee: Building Permit Application ' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _�-'5 / 6 ' 'o `5" 51, Owner (please print): V(7vl,*) 4 W1 fin A, 4P -S Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: lye 15uUn Ci ✓'L Phone: Phone: Contractors City License #: t (40 �0 a Phone: 3Zy.� y - (11.) a e Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Yzo l <dvl Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION KWINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 7e /0" WX AJaw S 1 n. O?,OV7 r/" )�z �—o / Z t-4� p� Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat 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 entity included 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) (CONTRACTOR) o (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: /& 7-3 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Amen ax- WINDOWS & DOORS A Division of Euramax International, Inc. 3950 MEDFORD DRIVE Phone: 800-827-4369 LOVELAND, CO 80538 Fax: 800-601-3227 www.AmerimaxWindows.com N E L300 NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 ACKNOWLEDGEMENT SALES ORDER NO. DATE ORDERED 1634809 109/01/17 CUSTOMER P.O. PRICE CLASS HUGHES CONTACT SLS REP CODE BRAD DYKES 604 DENVER WAREHOUSE PAYMENT TERMS TAX CODE NET 30 1 CO NEL301 NELSON & ASSOCIATES REMODELING INC SHIP 1660 S. COLUMBINE ST TO DENVER, CO 80210 USA Ph:(303) 424-6221 LINE I PRODUCT/ DESCRIPTION QTY. REQUESTED ORDERED DELIVERY DATE 001 VW390OPW 3 09/15/17 3900 PICTURE WINDOW Craftsman Portrait PIC-WDW (0) WHT Block -Frame 23-3/8" x 23-3/8" 47 -UI Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Argon Gas no screen **U-Value=0.28 SHGC=0.28 VLT=0.52** 002 VW38002L 2 09/15/17 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT Block -Frame 71-3/&'x 47-1/4" Oriel:50.000% of Op.Sash 119 -UI Left Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.27 VLT=0.50** 003 VW3900SH 5 09/15/17 3900 SINGLE HUNG Craftsman Portrait SGL-HNG (OX) WHT Block -Frame 35-3/8" x 59-1/4" Oriel:50.000% of Bottom 95 -UI Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** 004 VW38002L 1 09/15/17 3800 2 LITE Please respond IMMEDIATELY with any corrections. DO NOT re- seed original Order Form. Thank you. Page 1 of 4 UNIT PRICE I EXT'D. PRICE SUBTOTAL TAX TOTAL L CONTINUED ACKNOWLEDGEMENT merimax I A- SALES ORDER NO DATE ORDERED 1634809 109/01/17 WINDOWS & DOORS CUSTOMER P.O. PRICE CLASS A Division of Euramax International, Inc. CONTACT HUGHES SLS REP CON BRAD DYKES 604 3950 MEDFORD DRIVE Phone: 800-827-4369 SHIPPED VIA FOB POINT LOVELAND, CO 80538 Fax: 800-601-3227 DENVER WAREHOUSE www.AmerimaxWindows.com P.AYMENTTERMS TAX CODE NET 30 1 CO N E L300 NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 N EL301 NELSON & ASSOCIATES REMODELING INC SHIP 1660 S. COLUMBINE ST TO DENVER, CO 80210 USA Ph: (303) 424-6221 LINE PRODUCT/ DESCRIPTION QTY REQUESTED (SNIT PRICE EXT'D. PRICE ORDERED DELIVERY DATE Block -Frame 47-3/8" x 47-1/4" Oriel:50.000% of Op.Sash 95 -UI Left Glass: 3/4" -Double 1/8 LOWE 270 TEMP & 1/8 TEMP COLONIALFLAT 1V/3H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 270 TEMP & 1/8 TEMP COLONIALFLAT 1V/3H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.27 VLT=0.50** 005 VW3900SH 1 09/15/17 3900 SINGLE HUNG Craftsman Portrait SGL-HNG (OX) WHT Block -Frame 23-3/8" x 47-1/4" Oriel:50.000% of Bottom 71 -UI Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT IV/11-1, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** 006 V1V3900PW 1 09/15/17 3900 PICTURE WINDOW Craftsman Portrait PIC-WDW (0) WHT Block -Frame 35-3/8" x 35-1/4" 71 -UI Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/2H, WHT Argon Gas no screen **U-Value=0.28 SHGC=0.28 VLT=0.52** 007 VW390OPW 6 09/15/17 3900 PICTURE WINDOW Craftsman Portrait PIC-WDW (0) WHT Block -Frame 23-3/8" x 35-1/4" 59 -UI Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 1V/2H, WHT Argon Gas Please respond IMMEDIATELY with any corrections. DO LVOT re - send original Order Form. Thank you. Page 2of4 SUBTOTAL TAX TOTAL: CONTINUED merimax WINDOWS & DOORS A Division of Euramax International, Inc. 3950 MEDFORD DRIVE Phone: 800-827-4369 LOVELAND, CO 80538 Fax: 800-601-3227 www.Am erimax Windows. com NEL300 NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 LINE I PRODUCT/ DESCRIPTION ACKNOWLEDGEMENT SALES ORDER N0. DATE ORDERED 1634809 09/01/17 CUSTOMER P.O. PRICE CLASS HUGHES BRAD DYKES 1 604 SHIPPED VIA FOB POINT DENVER WAREHOUSE PAYMENT TERMS TAX CODE NET 30 CO NEL301 NELSON & ASSOCIATES REMODELING INC SHIP 1660 S. COLUMBINE ST TO DENVER, CO 80210 USA Ph:(303) 424-6221 QTY. REQUESTED ORDERED DELIVERY DATE I UNIT PRICE I EXT'D. PRICE no screen **U-Value=0.28 SHGC=0.28 VLT=0.52** 008 VW39CF3SH 1 09/15/17 3900 COM FRAME SH/SH/SH BK WHT- 107-3/8"x59-1/4" 50.000% of Bottom 167 UI Craftsman Portrait 39CF3SH (OX) WHT Block -Frame 35-13/16" x 59-1/4" Oriel:50.0000/a of Bottom 95 -UI Ctr. SH = 35-3/4" Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Top Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2WIH, WHT Btm. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.26 VLT=0.49** 009 VW38002L 2 09/15/17 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT Block -Frame 71-3/8" x 59-3/8" Oriel:50.000% of Op.Sash 131 -UI Left Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 270 & 1/8 CLEAR COLONIALFLAT 2V/3H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.27 VLT=0.50** 010 VW39CF2SH 2 09/15/17 3900 COM FRAME SH/SH BK WHT- 71-1/4"x59-1/8" 50.000% of Bottom 131 UI Craftsman Portrait_ 39CF2SH (OX) WHT Please respond IMMEDIATELY with any corrections. DO NOT re- SUBTOTAL send original Order Form. Thank you. TAX Page 3 of 4 TOTAL: CONTINUED en ax - WINDOWS & DOORS A Division of Euramax International, Inc. 3950 MEDFORD DRIVE LOVELAND, CO 80538 ACKNOWLEDGEMENT SALES ORDER NO. DATE ORDERED 1634809 09/01/17 CUSTOMER P.O. PRICE CLASS HUGHES REP BRAD DYKES I SLS6040DE Phone: 800-827-4369 SHIPPED VIA FOB P Fax: 800-601-3227 DENVER WAREHOUSE www.AmerimaxWindows.com PAYMENTTERMS NET 30 NEL300 NELSON & ASSOCIATES REMODELING INC SOLD 1660 S COLUMBINE ST DENVER, CO 80210 TO USA Ph:(303) 424-6221 FAX:(720) 222-2053 NEL301 NELSON & ASSOCIATES REMODELING INC SHIP 1660 S. COLUMBINE ST TO DENVER, CO 80210 USA Ph:(303) 424-6221 TAX CODE CO Please respond IMMEDIATELY with any corrections. DO NOTre- SUBTOTAL send original Order Form. Thank you. TAX Page 4 of 4 [ :: TOTAJL- i CITY`'OF WHAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y ! D ' - r7a Job Address: S- 3 °Y L 4 1. /<�.„ Permit Number: o 1-7 0 7 (n -i -Z rn a A D 4-0 t,•P ❑ No one available for inspection: Time 1 'a = a 3A Re -Inspection required: Yes ''� When corrections have been made, call for re -inspection at 303-234-5933 Date:-/ c,,Llq-2 Inspector: 77b DO NOT REMOVE THIS NOTICE A City of Wheat Ridge _,Y f Residential Roofing PERMIT - 201704518 PERMIT NO: 201704518 ISSUED: 07/20/2017 JOB ADDRESS: 5396 Nelson ST EXPIRES: 07/20/2018 JOB DESCRIPTION: Residential Re -roof to install GAF HD asphalt shingles with 29 SQ HOUSE *** CONTACTS *** OWNER (303)250-2957 HUGHES BENJAMIN E SUB (303)424-6221 Bradley Dykes 160062 Nelson & Associates Remodeling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236.00 ** TOTAL ** 488.00 *** COMMENTS *** L *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201704518 PERMIT NO: 201704518 ISSUED: 07/20/2017 JOB ADDRESS: 5396 Nelson ST EXPIRES: 07/20/2018 JOB DESCRIPTION: Residential Re -roof to install GAF HD asphalt shingles with 29 SQ HOUSE I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�ap proved plans and specifications, alicable building codesand allapplicabe municipalcodespoliciesandprocdues, and that 1 amegalownerorave been authorized bythe legal owner of the propertyand amauthorizedtoobtain this permit and perform the work descbed and approved in conjunction with th,s ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signa(ure of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subaect 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 Budding Offial 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, any violation of any provision of any applicable code or skdmance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz �/V ! U From: no-reply@ci.wheatridge.co.us Sent: Wednesday, July 12, 2017 11:04 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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 Ja Property Address 5396 Nelson St, 80002 Property Owner Name Property Owner Phone Number Benjamin Hughes 303-250-2957 Property Owner Email brad@nelsonremodel.com Address 4,106) Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Nelson and Associates Remodeling Inc Contractor's License 160062 Number (for the City of Wheat Ridge) Contractor Phone 3034246221 Number Contractor Email Address brad@nelsonremodel.com Retype Contractor Email brad@nelsonremodel.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing GAF HD Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 29 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 29 roofing material for this project Provide additional detail House here on the description of N work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 12,000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Brad Dykes Email not displaying correctly? View it in your browser. 3 Hellon and Ates Remodi Job address l!' u' t" ,,r Fax: 720-222.2053 netsortan +c.ass�z"aat-e�.�c�tl na��t�?n _30 3 - L',,) ".r -- Co a t (seller) agirees to fuMish labor and tmatenals as stated below to: Wort; Phone In accordance with the following specifications V1*% / I I VC i' v t! Terms of Payment The purchaser agrees to pay for the above world completed as specified: I. CASH PRICE $ d a 2. FESS CASH DOWN PAYMENT S 3. UNPAID BAi.-A-KCE OF CASH PRICE S 4. OTHER CHARGES S 5. CASH TO BE PAID ON COMPLETION 5 , Terms and conditions I . This S`yrC emu brtorne bh-Naz rpcn Nkieax and Assocrr es ..der accwaacc Isosco& or upon appy at of crmlit apptiestion by a fs modal tmiitutll.+n, m Lgoa Atei;ea and t`.sea;rt e=srxrxing pcifor.:srew- tad epwt sorb stetPtanax of smvsrrzncemcat of perfornwrnte this abatl cmutianc clic entire corravet obit be Es.-..-^, ,�:oo, r: -c pYsc� �.•ren: u><re bc:a;7 m e.+^emtw..w radattzm ce ttgrxentsrn, oo Anrilxr dixcowta, w�rieatx ar Drat. neepe u htrcen sic fmUt. '' �^rex Shia eerasa cCa fm m�.x se ortkr goads, a is � salrjott to tx+aaitation aHcr six sutnter.� psrrod a expired oo tlx twfrce ar'$ syc�s Ai [a C I O=3Ica ni m'astrk by NcI6M mrd ,U=l;txs fm feihm of the buyer to acerpl delivery and installation shalt he N: fu11 =thms Fn= I Ar.y tmk d.^d .^, ,�d to tris cora=l usurax tet tt isumS sdmctunx w within the grunt talc siandards if u}� lutS is rcqu mi thr cost is co � an e?d lienal 4_ S«s:rs e;�s• suatta rs-mprr varsztsxs in'n'er arsults+huce srtst..rird otequar or h.:nsr qs>=•tiry ,=;dtau: cv+xnu ofbuyor. 3. Upa.a bdxax �d Aascca=.cs exam;r_ikn. I+:cirsce urtd Assctiat� rr.3y rsscn°c du ril;hl m c�tttcel u9is oder, us sWd, iE Nay item t3 xxtc will be unfa== abrafrtsat sien =4 Or Came ii9ary WMMU in dic Proper installation of this contmeL 6 I. d to'71; raiat d= herm--der 6 P -A in (alt t'Ain las days sitar it's uhedtded due date Nelson and Associates may declare the cti,,rc obde3at an dLa w.d paya�r a3 0 �e and ptuccl to eottca da xatSk^ 10 the went this obligation is pitted in the hands of an ananicy, cot a satancd empb)xe of Nc+.sm art A -.= --M tauy'cr s s to pay is aKdition to all cttt r strimhereander, a reasonable aaomcy s fee not cxcxoding 25 perccut or the ucpaid bitenta as may be 6rtda3 by the Ccv, 1. t spantt�.iP„a�.; t:c.c of dtis =%r= Id '-=ord== with apcIcifiratioas. oll payw4ets pmvu}od for herein mall ba dim ttad payabic and if ftnatwxt aver; Vaca so excautc a comp: toza =Ufic t2 It the roquw of Sdfot's 26CM tad failucc to de W fiatl =Migrc a t:cccth of this C, atlarA rind palm -at umeA to dire in MI. R. i {cvcj haw nor &= offadd aw cda paymcals xs ea Leducam--t for mitring info this agrmint t not haw -v been promiscd fuaac antumsssion sayurscts far r`f'cring aa-= Capans sc It= cesrpa�-ty- 9. Th%s corer=i A h:ne:ing e7w tiffs hei ,; adrrsdisrnvrrs, czreu:vs. suecerasrs rad csiigms of dx parucs. EQ Aany g t of g -.z cs tram sleata.,*d in»lid t>: -.d r ray teubull ac A'.i�al: and the contrast shall then ba coaantel as "q h surh pan vo,- mai eat�eded. d T. Sas!er ray ruaFp S_!:', *5 to wca in ibis co. -,tract and all au c& -=y docueatnes to toy financisl Iftwulion for rakto. li_ irssta:9aicasoir:a:•ct��li,t=deucdiegtc�.lkr'sm.;:i�r-stsuyssc:hcdak. I3, Tim a^wT tar a tors act° c1itZs o! I,5'�a t� its oa ttw w'ipaid bolas-,�., sh>rild avis tmauat btctur,: fwt dtx. 16. Sctl.-r r»fii past a: all work exttrdy as written an canine; and or workrheaL NOTICE TO BUYER A DO NOT SIGN TV33 COTTfRALT SEf-ORE YOU READ IT. 3. YOU ARE ENTITLED TO AN EXACT COPY Or THE CONTRACT YOU SIGN C, ANY ?OLDER OF THIS CDrzt;,A HR CREDIT CONTRACT IS SUOIECT TO ALL CLAIMS AND DEFENSES WHICH THE DRITOR COULD ASSERT ACiADISiTNE SELLER Of: GOODS OR SERVICES OBTAINEO PURSUANT HERMO.R WITH THE PROCEEDS HEREOF. RMCOVERY J,fj &7SPIIyEa $Y THE DUR OR SHALL NOT OCCEM AMOUNTS PAID BY THE DEBTOR HEREUNDER. D. BUY'V'S RICHT TO CANCEL, IF YOL DECIDE YOU DO NOT WANT THE GOODS OR SERVICES, YOU MAY CANCEL THIS AORP. MENT BY A tit'3TtE14 NOTICE TO THE SM.LM THE NOTICE MUST SAY THAT YOU DO NOT WANT THE GOODS Ott SERVICM AND tAuST BE OEUvERED TO S&LER EEFOU MIDNIGHT OF THE THIRD BUSINESS DAY AFTER YOU BION "nig AORE6tbiWri TM LNDZMC`.3ED SUVC1s14) ACMIcOWrLEUM THAT HE (THEY) fI XVVZD AT THE TIM OF EXECUTION OF THIS CONTRACT AN U-NACT CO" COih1fTl-8 MY PILLED IN INIUCH INCCLUI)ES A COPY OF THE `tIIUMIS n1CBT TO C04CEV AT THS. DATE SHOW SELOw Dated Seller Neff -0R and Assii htZ ReModeling Inc 20220 E 1450' Ave Thorntou CO 9060 "tP l i L Witness REPTMMNTAMIi i` Accepted fi+AtdAG�3 'AKit`L. MITAIN VOUR COPY I MAKE ALL CHECICS ?A'YABLE "0 DdHtJZAb Amir* owl City License # City License # City License # " 1 City of !Wheat Ridge Residential Roofing PERMIT - 093119 PERMIT NO: 093119ISSUED: I: 10/07/2009 JOB ADDRESS: 5396 NELSON ST; `EXPIRES: 04/05/2010 DESCRIPTION::. Reroof r26 sqs CONTACTS owner 720/980-4474 Steve Starzec sub 303/443-7931 02-1976 Mathieson Roofing Service Corp * * `PARCEL INFO ZONE :CODE: UA '.USE: UA SUBDIVISION: UA :BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 6,425.00 FEES Permit Fee 181.10 Total Valuation , 00 Use Tax (P , **:.TOTAL 115.65 296.75 '_onditions: 5 nail installation & mid-roof inspection required. Board sheathing spaced more :halla 1/2 of an inch apart requires plywood overlay on entire roof. Ice and eater shield required from eave edge to 2' inside exterior:. walls.: '**Contractor/Property owner shall `provide ladder(s) secured in place for .npsections. Subject to field inspection( I hereby certifythat 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 applicatio and that I assume full responsibility for compliance with the wheat Ridge Building Code (i.B.C) and all other applic9b r e Ridge Crdina es, fo rk under this permit. .In subject to field inspection. Sig(~i re of contractor/owner dat F " > City If Wheat Ridge Bulld "g DIVISion 7500 W. 29d' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855'" Fax: 303-235-2857 Inspection Line: 303-234-5933 QlpRA Building Permit Appiicat Property Address: i%it C?1~'1 S~ Property owner (please pdnn: u Z~ Mailing Address: (if different than property address) Address: Data; Plan Permit #t Phone: City, State, Zip: tfaattfraetor. / / 1 Gi rnRfwrfnr i ifxnRP Phone: Sub Contractors: Electrical City License V. Plumbing City License Mechanical City License*: Company Company: Company: Exp. bate: Exp. Date: Exp. Data: Approval: Approval: Approval: Use of space (description): [Plan ruction Value: S Description of WOrt(: culated pwme B owing Vardation Dab sheet) 7"!0 ~ Az v- *vIaw,(dde et t/me of subm fiat): S Sq._Ft/L.Ftadded: Squares 6TU's- Gallons Amps OWNERrCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby cer* that the witiack distanoss'ptoposed by this permit application are accurate. and do not violate applicable ordinances, rules or raguta9ons of the City of VOmt Ridge or covenants, easements or restdUlons of reo"; that all measuremants shown, and allegations made are accurate; that 1113118 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 applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field Inapedflon. CIRLCE ONE: (OWNER) Co nor PERSONAL REPRE IeNTATIVE of (OWNER.) (OP TRATOR) PRINT NAME; G SIGNATURE Date /O Bu(t.DING DEPAR[Me1T C.0MME.NTS: . Roviewer. OCCUPANCY, FIRE DEPART. MZNr:: ❑ approved w/ comments. O.disappi!oyed 0 no rsVrew ha uin4 . ElI ft Valuation: y<"..r . . . r w PermitNumber Building Permit ~j 18996 CITY OF WHEAT RIDGE 7/18/2005 7500 West 29TH Avenue Wheatriaee, CO 80033 lnspection Line 303-235-2855 Cayaf0i5itl11Ndge ( 303-234-5933 Residential Electric pxorExTY 5396 Nelson St Unit: oWNER: Stephen Stazzec (303) 297-1595 Dcscription Hot Tub will be placed on ceoncrete pad which will be located next to dwelling. Will be Ampere/240VolUSingle Phase Branch circuit. Fco-t fNarr FHorr 'Units; Oecupancy: Walls: Roof: Stories: SqFeet: 0 7 Mutl,Y eudfy Nat tbe xlbmele d4tvKd ProPaed bY [hN permit oPPHntlon ve iauntq mA Do mt vlo~te aPP~~bk oNin~vca, rde, or re{elatloou ef We Clry af WYqt RNke orcpveuot', u'emmb or mtrictlom of raaN; tLa[ a0 meuuremmb ehowq aod ailepytlooe matle maaunn; thtl I have md ud .pa to abitle by ..a eontllWnprleBAOUfhb~PP11,.tloqandth~t[ mefu respoetWty forro plluttwltht6eWhertRldte BUiidlntCodsN.B.C.1aoda0ofheraPVlic+ble WEeaf pNge for work uoEn tA6 pe .(OWNVJWCONTMCiOR) ~ V SI(aVF.DLATn "1 . TW prardt wn iruatl in ucorEaott wit6 tAe pmvbbov ve[ fonh in your opp4eotlov aod b aubJeet b the W. otthe Shh of Cobrado aod ta Ne ZooloL ' . Rt'oUtl0u.and BeiMiop Code of Wheat RIdL4 Colondo or any oNer applkobk ordlvmm otthe City. . : 2 '1'p4 prp4.Aatl up4e If(A) Ne work auNOrirN 4 not commeead wiNin tixty (60) daY^ from Wue d.te or (9) the DvilNUt moNOrinM b wpmEed or . ' Wiqdoaad fm . palud of t30 dryv. . 'g yMy pemOt uptrep, a oew perWt may be acqv4M Tor a tn o(onrhuHNe mmoua, noroully nqulml, pmvideC na chmCa hrve Uew m wiY be mAe Iv Ns . mielml plw and speelBcaWne aod vny+urywbo or W mEOnmcn[ 6u not uceMed ove (1) yuc If Nmem arc wde or if mrysndou or W'vdovmeet ' . eattsd; ooe (1) Yoq fuli fen ~h" be Paid for a new pvmlt. 4 1HowOhOtway.everAWbadouethatwlllchmeethewNnlMwotwm<reausinta tlniooe<probkm. honn In advince for tli LirP~om mC uall receive wtlttm aPPr^vtl oo Imryeelloo cord bet e . D CMMdPrYhtll 0 11din ec[or twenty- Q . ~pypqyp~ s epl~l ftheJoE. . 6 T nW speciMrtions sha0 not be romtrued b be a penntl for, eor ~n approvJ at, any Wohtbm of be the bC~oda ordinmtt, how, mk or reeuhaebo. . . . . . /19 ~ . . C61efbWWletlNpeelor Monday, July 18, 2005 Page 1 of 1 Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue ~WheaMdge, CO 80033 - - , 303-235-2855 cu,d tim~ tcufue . Residential Electric Permit Number 18996 7/18/2005 Inspection Line 303-234-5933 PROPERTY 5396 Nelson St Unit: owtvER: Stephen SCarzec (303) 297-1595 Description Hot Tub will be placed on ceoncce[e pad which will be ]ocated next to dwelliug. W ill be connected to 50 Ampeie/240VolUSingle Phase Branch ciccuit. Monday, July 18, 2005 Page 1 of I COMMUNITY DEVELOPMENT DEPARTMENT AaF~ BUILDING INSPECTION UNE - 303-2345933 a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-238•2855) J AAI 7!' A Property Owner: y-,F4pr Property Address: ,~-3 9 6 Contractor License No.: Company: N .~iTl~ zi_ C /UEGSati Si lCEET Building Permit Number: Date: TIQN Ph0ne:,3d3,1 S 7- IS 9~- Phone: OWNER/CONTRACTOR SIGNANRE OF UNDERSTANDING AND AGREEMENT gufldfnn Deot Vafuation Figure; I hereby certi(y that the setback distances proposed 6y this permit application are accura[e, and do no[ viola[e applicable ordinances, iules or regulations M[he Ciry of W Va1Ue:$.'V1-) ~ heat Ridge or covenanGS, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abitle by all , ~c PCITTllt F00:$ contlitions printed on this application and that I assume full responsi6ility tor pl compliance with the Wheat Ridge Buildl~ Cotle (I.B.C) and all other applicabie Wheat an Review Fee:$ Ridge Ordinances, for work under this pertni[. Plans subject to field inspectioa LIS2 T3X:S 54e) (OWNERHC0NTftAGT0R):81aNFD4M~~--DATE 7 -l0"Or TOtalS~ G~ ~J ~S ~1= dE Si Z~ ~ 7_~0. OWNFR CONT C ( RA TOR):PPoNTED DATE UseofSpace(description):_~i ~LE C TR i~Rz- _ Description of work: Na7 % v'? dan~ c.ier-i c crt is coca rE ~0 ivEn T%~ w/Lt 'QE Ciirorv.c~,T~w 20,9 Un %t A /AT 72,13. Sq. Ft, added Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) ThispennitwasissuedinaccorclancawithttiepmvisionsselfoMin}rourapplicationarWissu6jecttothelawsoftheStateof Cobrado and to the Zoning Regulations antl 8uiiding Codes of Wheat Ridge, Colorado or arry other applin6le ordinances of the City. (2) This pertnit shall ezpire'rf (A) the work authorized is not commencetl within sixty (90) days hom issue date or (B) the building au[honzed Is suspentled or abaridoned for a period of 180 days. (3) If this permit ezpires, a new, pertnit may be acquired for a fee of one-haH the amount nortnally 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 6een or if suspansion 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 no6fy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written appmval on inspection card bafire proceed'mg wi[h successive phases W the job. (B) The issuance of a permit or the approval of tlrawings and specifications shall no[ be mnstrued to be a pertnit for, nor an approval of, any vfolation of the provisions of the building codes or any other ordinance, law, rule or regulaUon. PJI plan reWew is subjed to fleld inspadlons. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: H-t,r -1-)) 8 cur,2~o~, 5~3`l(,Sf, ~ -5~2f~ 363 -,,2c~7 7 - /sy 5 ~ V < 70' 7 n ~i - ~ 1n ~ ~ N-v ~ i F 4,2..IO Uo 1~4 , /ec1~'rrc,,,dd Lioo~ f~ 6 Ga~"/Le-.~ Wlv-e ~3ta11-e t~lus y ~v~r~s • COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77592 BUILDING INSPECTION LINE •(503-234-5983) Date : 7/17/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5396 NELSON ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $210,336.00 I hereby certity that the selback distances proposed by this permit application are accurate, and Permit Fee : $2,100.03 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or easemenls or restrictions of record; lhat all measurements shown, and allegations covenants Plan Review Fee : $100.00 , made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : $2,524.03 applicalion, and fhat I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge o inances, for wor under this permit. 724.06 TOtal : $4 ~ Lb4 ATE 7 ~ ~'(74 /Q SIGNED O , , , R) (OWNER)(CONTRACT Use 1158 gi : ISo, o0 - Description 2959-D. GARDEN LEVEL, FIREPLACE IN FAMILY ROOM : ccv32o~~ taning `crsm `r'~ieat'si; Approval : TRC Zoning : PRD Approval: CR hub13,~ Wor~ Comr~tientsj~ Approval : DFB Occupancy: R-3 Walls Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2128/2005 Approval : OKIKS BUILDING DEPARTMENT USE ONJfi6 ~a ""°"`Of i s responsib)e for locatin a~r&~~Wctino'~qSd+~h;hertsac~ gn ~ ~1 PIan and required `ordmgr,;,. The Cityis not responsible submi[ted within the e;ror F}a'~- s resulting Fruiii inatctr a~. c', :i 2 ENGINEERS STAMPED FOUNDATION PLANS OK. 7/16104. SEE ATTACHED SHEETS LO~~ Roof : Stories Residential Units Plumbing License No :19354 Company:Millwood Plumbing & Heating Expiration Date : 5125/2005 Approval : OK/KS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30I2005 Approval : OKIKS (1) This permit was issued in accordanrs with the provisions set forth in yopur application and is subject to the laws of the Stale of Colorado and to the Zoning Regulalions and Building Code of Wheat Ridge, Cobrado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from iuue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifcations and any suspansion or abandonment has not exceaded 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 mannar shall be done that will change ihe natural Flow of vrater causing a draina9e problem. (5) Con[ractor shall notify ihe Building Inspector hventy-four (24) houre in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phaus of ihe job. (e) The isys 2~ f a permit or e apDroval of drawings antl specifications shall not be construed to be a pertnit for, nor an approval of, any violation of the f the g codes oher ordinance, 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 BUII,DING PERMTT APPLICATION Date: 7 "A) Uy Applicant: lh," 'fftw Phone # ~ ' 4lr,YU Location of Construction: S39L ItJez- 5~n1) Si~E~T Purpose of Construction: ,PESlacA.)c~-_ Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES /o o. cn Development Review Processing Fee: $100.00 $ (for docwnent processing) Single Family Residence Review Fee: $50.00 S 50.00 (for review of applicable tachnical docmnerts) CommerciallMuiti-Fartily Review Fee: •(for review ot existing technical documents) S100.00 S •(for review of technical documenu for consUUCtion in Rightof-Way, Final Drainage Report, and Erosion Control Plan) $500.00 5 CDOT Access Permit Fee: S100.00 S (for document application and processinB) Traffic Impad Study Review Fee: $I00.00 S (fbr document review and processing) Flood Plain Variance Review Fee: kfor document rcvicw and pra;essing) Class I Application: $300.00 S Class 1 Publicarion/Notice N/A Class ll Application $750.00 S Class 11 Publiqtion/Notice $90.00 S TOTAL REVIEW FEES (due at time ofbuilding permit issuance): S /So. o0 PLEASE NOTE THAT IN ADDITTON TO TFE ABOVE FEES, TFERE WQ-L BE ADDTT70NAL LICENS[NG AND PERMITTING FEES REQIJII2ED FOR CONSTRUC770N OF RvvIPROVEMENTS WITHIN PUBLIC RIGHT-0F-W AY. SignatureotAppGcantv~b* Date Rw D6'03 v d ~ 7 w~ oS w(D w:3 0 A p ' ~ tN0 W W O W O 7 N S G (D Q (D fD 7 3 N d CD ~ ~ 0 (D ~ N V : (D 0 ' o ~ ~ e C- 0 Q D a a W N ~ ~ n 0 ~ Z (D W 0 0 m . W cn O w tl) ~ m ~ • o r O Z (D (C"n v = . m < z 0 y -i CD o v ~ m v ~ ~ m ~ 3 a' R n O m C c' X Z ~ S ~ d S d N G ~ N N ~ m 2g 3 ~ c R p 0 5. ~s g ~ d~ AQ m' ~ o ~ m m ~ £ N .1 ~ ~ m' O T O A ~ m T O r r ~ Z ~ ~ ~ ~ ~ 0 ~ m r m D r v m N n ~ ~ 0 Z ~ A O ~ m ~ ~ m c ~ A ~ 3q H ~ a X 3 y ~ c > > ~ 3 a u g ~ Ta a v u ~ ~ y N o am N d~g ~ a n o ~ y a y c Ao0 o g ~ a ~ T m ra C G ~ ~ N T' N~~ Qsm y°'o °aD a~ g ~ o ~ m^ ~ m ~ sA ° c OS g~ m ~ N ~ O n O 9 d 0 n 3. N O N ~O ~ c d n 10 m ~ m ~ p EF o ~ N y d N d O ~ O C N . A N A O A N ~ n f: n ~ ~ I~I ~ ~ ~ O ~ n n ~ ~ _ . ~ z^ l 1 ~ Date: loh(dnz~ A Certificate of Occupancy 1 Completion has been requested for: ADDRESSC ~7 ~9(2 PURPOSE OF STRUCTURE: Buiiding Department Approval: Remarks: Zoning Approval: Remarks: Public Works Approval• o,e~ io Remarks: Fire Marshall Approval: (If Applicable) Sanitafion District Apl (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WIL.L.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 BUILDING PERMIT N0. DATE ISSUED TYPE OCCUPANCY OWNER o I4A i. CONTRACTOR SETBACKSFROM PROPERTYLWES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN AlL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic ~?-2 7.- O Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work)"N`f-r` S-~~ ~C -cl•1 O~G4 ~ Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABqVE HAS BEENSIGNED Rough Electrical ~ Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation b^ Framing In lation ..:pU(' - Drywall Nailing _ ~/P _ pCl Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Sk, Frame _L I..O R.O.W. & Drainage . Fire Department Parking & Landscaping 22 OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER oF "'~9T DEPARTMENT OF PUBUC WORKS BUILD/NG PERMIT APPUCATION REVIEW Date: '7~/6~0 y c~L OR P, Location: 539(o ic~~QSd.J S~ Attention: Building Department 1 have rcviewed the attachcd matcrials submitted in application for approval ot a Si.~GcE F.q-.N«y ,2ESiD~.u~ at the above referenced address: Please note the summary comments below. 1. ✓ Boundary Closure: _ OK _ Na OK; refer to stipulations. 2. ✓ Drainagc: a. Drainage plan and report needed _ b. Drainage plan not neoded c. Lot drainagdgading to be revicwed by Building Division ✓ d. Site drainagdgading provisionc have been reviewed and are: (L-o~e o vtZ<o7' ✓ OK Na OK; refu to supulations. 3. ✓ NPDFS Permit Required: _ Yes ✓ No 4. ✓ Public Improvements a. street paving needed: Yes b. curb and gutter needed: Yes c. sidewalk neoded: Yes . d. sveet lights nxded: Yes C. storm uwcs needed: Yes f. laur of credit required: _ Yes If a letter of credit is requ'ved, for what improvcments? ✓ No ✓ No ✓ No ~ No ✓ No ✓ No Amount of letter of credit: 5. ✓ Subdivision Ageement required: Yes No 6. 7 Devdopment Covenant requ'ved: _ Yes _ No If Yes, for 7. ✓ Traffic impact analysis and repon required: Yes ~ No 8. _yf State Highway Access Permit needed: Yes ~ No 9. ✓ New roadwey or alley R.O.W. dedication recommended: _ Yes ✓ No If yes, what is recommended? ]0. ✓ All eniuing dodicated rosdways/alleys meet the sundards of the Ciry: ✓ Yes _ No ]f no, which do not and what is requested: i✓/it I l. ✓ APPROVAL: Ttx Public Works Depanmcnt has rcviewed this request and 6ereby givcs iu approval, subject W the above ud/a amched sapulaaons. `7/11,/oy Signamre David F. Brossman. P.L.S. Dare 12. NO APPROVAL: The Public Works Departmcnt has reviewed this requat and does nd give its approval for the irawns snted: Sigwture David F. Brossman, P.L.S. Date CsR.9-Di~vb- GE7~T~F~U-T/C~.J LET/E.E FROM P.E. 11 ✓ Stipulationsanached: ✓ Yes _ No ~z~qu~.ec~ P.era,e 7a ~ssu,r..~cs oF'C.o. 14. ✓ Swnmary Comments: Any damags to ft ezistine Public lmorovenicw u a rcsWt o( this construction is to city of whw wv oq,mtrrevC d PuDlic DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT HIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 7ZI~b~/ ADDRESS 539(0 /i~~L.sa„/ Dear Contractor: In conjunction with the approval of the building pemut application for the above referenced address, this letter is to inform you that all existing public improvements ]ocated along the frontage of said address shal] be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, Al.-.oka A..,-*."~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rovao3 ~ ,,,,E~r COMMIJNI7'YbEVELOPMENTAEPARTMENT e BUII.DING INSPEC'fION LLNE - 303-230-5933 ~~n CITY OF WHEAT RIDGE 7500 WEST 29TIT AVENUE ~a~^ WFiEAT RIDGE, CO 80033 -(303-235-285~ Pcopaty Owner r I lk PropvtyAddrcss Conaactor License To.: Cotcvny. rnk~&C.L.g„+ 01"'ER/COTTMG708 SICRwTURE OP GRDEOTANDIY.G w1aD ACREFfdEMT 1 hcrcby catily uut lM zmbxk ei.u.Ka propouAby /his pcmfit oppUca4on am Kcunlc, and dptq{ viWate applipbk ordinanees, rulcs w rcguLtions Of d2 Cilynf Whqt Ridge or covoun(f. e►smtmn «resaict;ons atraard; th.t aII maw~ls shom. md atkg]tione n1idC art aGCWlIC, t11at I hsw Rad md 2" W abiAe by Wl ~ditionf printed en il.y appfiatim md Uni 1 usume Ntl rnpansibiliry ta compliume with Nc WIxa1 Ridgc 8uildiag Cade (U.9.C) md all aha applicablt What Ridge Ordinances, f« work under ihis pertnit. ~j~ IONT'E7txCONtRAC70AyS1GNED Dw~ 7( ~ (O~.'NERMfONTRAGTOR):PRIMfiOL/ TG/IpSATE Y Building Pemtit Number Datr. c, Conswction Value:$ /q7 Permit Fee:$ Plen Rcvicw Fec:$ use Tax:$ Total:$ c=Z) oEscRIrTior: HUILTftNG DEpARTMENT'LISE OIVLY /,g~/~ SIC: "0~C ZONINO COMMlNT~: ~i9 y ~y ApprovaL' , . Zoning- ~ ~ . - . ( R ~ Q DIt1 ~i 8wtawG Corren7a: b~?114ew!5 Apprava►: d, K , e• PUmucWORIfi COMMCMS: OK~ n~ovei: 7/16/0e! - SCZ~ 4'l'T~`1-CA~ s4&ai573 Occupancy: WaI1s: Roof Stories: Residential Uniu: Elaaical C,icense No:p Plumbiug License No: ~j Mahanical Liccuse No: Compa°'"TC~,€.ti,icKt~_Rck'~~ Camp'"y~'V)iCa"pa°y- Expvation Date: J Fxpvauon Date: pxpiratioa Date: Approvsl: APApprovaF mmnnnnns (1) 7L:s v-sell•w iu-W u acmiduKe wiih '4 pro.itims m kM i, Yew~PPlinatim••d'u wbifte a IM qwa of tGc Swe W Colado W m ds Zae:eg Resvutiam and Bw7AiryW COda af Wkwt RidC<, Cdwado amY dhaappka6k ardiemcn a(tEe O'ry. (7) 'Ihupannktl6leapirei(fNdKMV.k.nAar¢1d'neaeo~o~~e7niUiist*-Y(30)days(ronissuC dauar(B) mebw'Id"mgIwhorizetlis:ugeaAeC« .b.ndonN !w & pc.;m ot 120a,yc 13) 1lfiis pemwu <zp:ru, aiKw pamit wr be uQv'vod fa a f« ef o"-haif tAc anmm ncnsnall> raryim4, Dw,idW oa ~naa`u Wv<boen ar rill6e ma~ ~n Ae ai`uui pYnt ml Wx~fiutiow aad ~wY apwendoe a W+nduvoeu An w e.+<ed~d we (Il Ym- 1!<Waga favc 6.~ a i(suspe.~ or ~h.danmcw c.c~ a.e (1) 1w, futl fas ~e eepq far a acw pv.vu. (a) f:a nAalc ofM' auwer WE~ De done iDal vnR <e.ye tlhe wwN Mw d.*kr ewsint a Aaminge pmblcro. l31 CoYSaev ah.tl mtlN ths BaAdiK Inyena iweny.fav (N) Awus ia rd~ for aB 6np,,ym and ~had md.e wriwen Wwm,,t aa impxriw caM hfae v'9040din` wimsnftmnu.<phaWs atme je►. (6) 71w iswooee efa pmMd a 6e wvpmW dand ~pea:fi~~uu~ ~tl w pi ~on~doed b 6e a pmnM yr. wm~ppb.-a af, m7 rio6aea M Jw prwisiane(~e btl~U* eWnamy Lw,iWeart(atyiya ZA'd /'TZ5.rT't'O0L 6T Jdti 2_S8ZS£7,£0£: X2j Pid 8 9NINI+kild ykDih~(tNT oK_ N SPAGe . - To * Submittal requirements: Copy of Deed ~ Residential Worksheet (SF/Dualex) Site Plan (to scale) 1?00, pec,es" Z$' Elevations El Address: 53.9(0 (~~~.Scv~ 5 • ?.953~ Zoning: M Use: PES Property in the flood plain? (4 0 Lot Size: S60_ sq . ft. Lot Width: 1D ft. Maatimum Lot Coverage: 40 % Proposed Improvements: House: 2020 sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Gazage: sq. ft. Proposed L,ot Coverage: (Total) Z 3'~ % 020 - 4 sq. ft. sq. ft. Required Setbacks: FR Zo Provided Setbacks: FR Z9 Maximum Height: 35 ft. Proposed Height: ft. S -1. 5 S ~•5 R1o S 10.5 S%)•5 R 42~ 2 Maacimum Size: 34'S%5 sq. ft. Proposed Size: 20ZO * 4 sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway azea from the existing edge of pavement into the site shall be surfaced with concrete, asphal; brick pavers or similaz materials. For all uses other than one and two family dwellings, no vehicle entrances or exiu may be closer than 25' to any property line, except when used as joint access for two or more lou. In residential zone districts, curb cuts shall be at leut 10 feet and not more than 24 feet in width. One and two-family dwellings may Lave horseshce driveways, provided tUat the street accesses aze at least 30 feet apart, measured from iLe interior edges. For all uses, one access point per property is permitted. •Metal sheds in excess of 120 s.f. not allowed. Landscaoin¢ Notes For one-and hvo-family dwellings, one tree for every 70 feet of street frontage is required. 100°/a of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees requ'ued: Street hees provided: 34'r~9• ? sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq.ft. Detached Gazage: Other: sq. ft. A10fti Infonncztion oToBuild On Enylneering • Consufting • T7esting Melody Homes, Inc. March 1, 2004 ] 1031 Sheridan Boulevard Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5396 Nelson Street, L,ot 1, Block l, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, I,ots 1 through 12, Block 1; I,ots 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 March 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 Deaz Melody Homes, Inc., Professional Service Industries, Inc. (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 summary 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 drilling one boring near the anticipated center of the subject residence. 'Che boring was advanced to a total depth of 25 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and retumed to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring dril]ed on the subject lot generally consisted of 25 feet of uverburden soils consisting of fill and sandy to very sandy clay. 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. EXPANSNE 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 • W heat Ridge. CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 1, 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 D- Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this ]ot. A grade beam and footing pad foundation system is utilized to concentrate the loads from the structure on the individual 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 azea are 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 evaluafion 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 azeas in the proposed residence. Structurally supported floors aze also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range azea 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 azeas 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 performance 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 moderate risk category. As a result, a slab-on-grade 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 and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmeticaliy desirable, they aze generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations far 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 homeowner 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 consriucted 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 unpredictable. At the present time solutions using readily available construction technology considered to be within practical, cost effective ]imits are not Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 Mazch I, 2004 Lot 1, Block 1 Page 3 of 5 available to preclude movement of these slab-on-grade elements. Slab-on-Grade ConstrucHon Details. Cracking of slabs-on-grade is normal 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 potenfial 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 moisttue 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. 1. Slabs should be separated from all exterior walls, column posts, interior bearing members and urility lines to allow independent vertical movement of the slab (i.e., construct a"floaring" slab). Plumbing and utilifies that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connecrions between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. 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. Doorways and stairwells should 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 exceed 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 [ife 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 geotechnical engineer when considering pario and /or porch unprovements. 5. Isolation of gazage door tracks and door jambs from the gazage 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 Uelow grade habitable floor space. The drain should dischazge 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 as a backup system. lf a sump pit is installed and water continuously accumulates in the sump, a Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 1, Block 1 Page 4 of 5 pump should be installed by the homeowner to remove the water. The pump should dischazge 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 azound the foundation, and ultimately keep water out of below grade areas. The foundation 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 barrier and adequate ventilation is recommended in all crawl space areas to help contcol humidity in the crawl space and living areas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation wa11s 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 construction. 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 areas. 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 areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bark, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond ttte limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a matuier 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 blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particular caze should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little imgation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot l, Block 1 Job No. 532-35120 Mazch 1, 2004 Page 5 of 5 4. Installation of decorative landscaped azeas such as gravel, bark, wood mulch, etc. is advocated as an altemative to planting next to foundaHons and exterior slabs. These azeas should be underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative azeas should be constructed above the adjacent lawn or ground surface, and should not impede dra.iuage with grass stops. Refer to Eachibit C for a recommended typical decora6ve installation. 5. Sprinkler system water lines should not be installed next to foundation wa11s. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fa11 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 urigarion 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 fmal grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that are summarized herein were made priar 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 our 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. PROFESSIONAL SERVICE INDUSTRIES, INC. ~----_~i~ . Ryan Lepro Staff Engineer Attachxnents: 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 ciays 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 aze risks associated with construcrion on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The determination as to whether slab-on-grade construction can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab perforxnance. What constitutes unacceptable slab performance is subjective, 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 ihat 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 regional soil and bedrock profile and iYs 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 slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and ]ocation 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 general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-gade performance. Although the results of laboratory swell testing to deternune the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration 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 aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a large 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. Page 1 of 3 March 1. 2004 In an effort to provide some uniformity in ternunology and provide a relative 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 Residenrial Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Siab Performance Risk Cate o Representative* Percent Swell 500 sf Surchaz e) Representative* Percent Swell (1000 sf Surchaz e) Low 0 to < 3 0 to < 2 Moderate 3 to < 5 2 to < 4 Hi 5to<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 aze 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 chazacteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred 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 engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in azeas with expansive soils will occur over time regazdless 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 azea have validated this observation. Criteria used in the study to evaluate siab performance included a maximum crack height of'/o inch, a maacimum crack width of'/< inch, and a maxixnum differential elevarion across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Scrvice Indusn-ies, Inc, Page 2 of? March L. 2004 Basement Floor Slab Performance a~ = so 'a ~ m •c m 50 K ~ 40 w ~ 30 y 7 ~ = 20 ° x a 1 0 o y 0 = Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also lmown as structural floors, are 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 venrilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect oprion and in many cases are not the best option. Based upon the combined experience of it's members, CAGE advocates the use of structurally 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 geotechnical consultant to be low 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 area 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 swell potentiai sites, differenrial slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In constnxction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industty has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 yeazs. 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 Seivice Industiies, Inc. Pase 3 of 3 March 1, 2004 ~ 000 Spike as required Partition I ~ for stability ~ Molding, nail at bottom onl~ ~oid Space Drilled hole Concrete slab I I-I I I-I I I-I I I-~ I -~II-11I;,III,;,III= Wood 2 x 4, nail to slab M~~ Infornuztion VOID SPACE DETAIL FOR LI~`~~ .ToBuildOn PARTITIONS ON SLABS Englneering•Consult(ng•Testing EXHIBIT B Brick or siding 5' Minimum Frame Wall Rock or bark area nith downspout extended beyond edging Sod . I • • ~ ~ ~ I Foundation I 1=' ' Wall Perforated edging or equivalent to allow release o[ water from rock or bark area Maintain minimum slope of 10% away from foundation Minimum 8 Mil Polyethylene or Geotextile Fabric sloped away from foundation under edging to top of grass Inforn2ation RECOMMENDED LANDSCAPING PROCEDURES ToBuildOn L/'"~'~ . Engineeifng. con5uwn9 • reni,g EXHIBIT c P LO T P LA N FOR W MELODY HOMES,NC. LOT 1 , BLOCK SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5396 NELSON STREET 4y-"u N00°2 "26"W 70.00" 4a.u~ 10' U.E. I ~ f SETBACK - - ~ I LOT1 LI-,Ng I( ~ I N 8,648 sf. Ln i ~ i n oP c~l r---- I ~ I ~ 13.3 o L~~---------- ~-I 22.4' 10.5' I I ~ I m TOG = 58.3 I o I I I U~ I ~ I ~ TOF = 57.0 I t2 e I 9.5' I I I G cn I~ 1.0~ S_' I ~ I ~ 2559 ~ ~ a p I ~ BASEMENT I~ o I 10. I~ GARDEN LVL I;~ 3 CAR 1.0' FlREVUCE O m ~ H GARAGE I I W I L(-) I I Nj I Y.56.3 ~ I He in I I ~ s.o I I.- I 19.8' ~ sa.z 10. ' I ~ I I ~ PO~CH 't 16.9' 'c I w I I I I F- oximar I I~ I ~ I L----- I~ I - -J o L ~ 10' U.E. 54.36 ~ NELSON STREET 1NF0 STAKE: MOOEL 2959 RH 3 CAR ELEV. A GENERAL NOiES 1. THIS PLOT PLAN DOES NOT SHOW LOCAiION OF NINDOW WELLS FOR THEIR LOCNTION SEE STRUCTURAL ENGINEEREO PUNS. 2. DIMENSIONS SHOWN AROUND THE PERIMETER Of iHE STRUCTURE ARE TO THE E%TERIOR FOUNDA710N CORNERS. 7. PROVIDE AND MAINTAIN POSITIVE ORAINNGE AWAY fROM ALL FOUNDNTION WALLS PER WARRANTY REOUIREMENTS. (0.5% MINIMUM SLOPE FOR CONCRETE PANS,) 4. TNIS PLOT PLAN SHOWS PROPOSEp IMPROVEMENiS ONLY. FINAL CONSiRUCTION MAY VARY. 5. FOR QUESTIONS REGARDINC hlE FOUNDATION OURING EXCAVATION, GORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE ENGINEERED FOUNOAPON PLnNS. LOT AREA (S.F.) = 8,648 HOUSE AREA (S.F.) = 2175.5 COVERAGE= 25.2% BLDG. HEIGHT= 27.5' AVG. BLDG. HEIGHT= 22.5' AVQ F.G.= Sfo•3 & APPROVED FOR STAKING ° HOUSE AT MINIMUM SEIBACK LtctNU: UUUTILITY PEDESTALS o z CHECK FORMS BEFORE POURING E RE UIRED OT WATER SERVICE f~?=PROPERTY LINE ~ W w 48 HOUR N IC Q ~ SANITARY SEWER SERVICE BOW=BACK OF WALK v ° 2' STAGGER REQUIRED LIGHT POLE FOW=FRONT OF WALK ~ 00 zc) ^ 35% LOT COVERAGE FOR 2-STORY/ TRI-WL FL=FLOW LINE 1apIRE HYDRANT -"'-"-SETBACK 40% LOT COVERAGE FOR RANCHES FACFAAFNT . T T TM OL F C MINIMUM SETBACKS: ~°=30 CMELODY HOMES INC. IU N I I A ION CAu U CENtER OF COLORADO FRONT: 20 0 SCaLE: 1f031 SHERIDAN BLVD 1-800-922-1987 . 10' 7 5' DATE:05-12-04 . iN YETRO ap534-6700 ocwvcx • SIDE: REAR: - REV: WE5TMINSTER C0. 80020 ~ STREET SIDE: 20.0' BY: BMA PHONE.• (303) 466-1837 f~ 1q „o a,~ Hr~~M ~ •~p~Y•rt °d~ft M~ MINIMUM ' JOB N0: SKY3 FAX.• (303) <ss-zsse BETWEEN STRUCTURES:15 Sl~13d -b9'0 H l3d~Jl s i N y,~'~ g~c, I ~ 1 ~ I c i N L____- ~r s ' ~ . s.., e _MIyS L'' 8 LU5 b, ~ a oW o.,~ ~ e~ J _ r p 0 ~C KQ I i ~ ~I I I I ~ ry _ i I I N Iy ~ 0 9 S li ' I I N J L__,-65'CZL? " ~ ~ ~ Z • ~~c-sc5er+-" - h~~.. .e - ~ - ; g I y • ~ ~ ~ y ~ nL n I • R ~ I _l I I I 4$ l ~1 b I iC I fs N X ° g 3^ M,bf.Sf.695 .9S'£Ll d ~ i iovai ~ r--_ ~i o^ i i i i~ i" ~ q mJvay 6✓vivivauirrak \ s \ --g \ ~ ~bl I ~ \ ~ sld3d gg,o I I 1 ob ~l ~ ; r ` ~ ~ - . - ..R \ 319'4(L4 9 \ ~~r w a\ n ~y i y i 4i z IG i i 5897`4649 119.57 1 ~ y Y~ I 11 I I ~ - saaass iaaava - - - -t l~ ~ ' 4ill., ~ ~N I I L lOl I ~ lj II L 3 ~ - H_reyasJ R iyy .01 .09'Z9 31 Sf.88N I\ cn]- V'b 0 s 9 N 7 W 0n A ~ N ~ W f~1 ~ W O N VA S ~ < 1 fD a m m :3 m a m i w o v; ~ ~ N 9 ID O ~ ~ C- 0 Q a N fA N 0 ~ C 0 n Z O ~ o~ p ,n♦.~cnm m ~ N •r ~ Z ~ c(Dn 0 v 55 L Z (D 'v ~M ~ , „ 48 -O „ , „ 21 -8 1 2 13-4 ! „ 5 -9 1 2 ~ 18-11 1 9f 12 -3 1 2 O - _ , f, , „ 4 4 6 3 4 2 4 8 8 2 4 ~ 3 6 X 5 PROS 2 A T EXTENDE D ~ ~ ECK ~ „ „ VARIES PER PORCH VARIES PER PORCH 8° 6X6 WELDED WIRE 4" CONCRETE SLAB ~ ~ 3 -4 7 -4 12 X 1 " 2 X MINs , , „ E 3 DE P 3-6 X 3-6 C~ SNOP PRIMED 4" CONCRETE SLAB FABRIG. ON GROUND. SHOP PRIMED & T4 SOLI D ~EARIN G, OPT. DE K ONLY I W8X13 ON GROUND. BREAKOUT STEEL W8X13 O ~ ~ -r N ~ -III- \a o~ - u TOP AND BOT. ~ ~ CONT. REINF. d' BLOCKOUT ~ _ _Z HAUNCH FOR TOP OF HAUNCH TO TOP OF HAUNCH TO ~ ~ BEAM. BE FLUSH 1MTH TOP BE 8" BELOW TOP ~ OF WALL. 1 OF WALL. ~ 2-#4 X 5'-0" TURN SLAB EDGE BRACE WALLS ~ DOWN TO HAUNCH BEFORE ~ a AS REQUIRED. BACKFILLING. ~ R 2-#4 (SIZE VARIES z PER PORCH) 2-#4 (SIZE VARIES L PER PORCH) tO i ■ ANGLE EXPANSION JOINT. SEE SECTION 1 FOR DETAILS. i _ ~ i POLYETHYLENE ( POLYETHYLENE ~ ~ j J 'm SEE SECTION 1 VOID BEYON VOID BEYOND, SEE SEE FOR DETAILS. PLAN FOR ~OCATI PLAN FOR LOCATION. PLAN BEAR ON UNDISTURBED i` SECTION ~ soIL.3/8" = 1'-O" S~CTI HAUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF 2x6 PLATE W/MIN. 8~ 4 ~ 1 ~ i~ i a r" - 2-1/2"0 ANCHOR 5" MIN. BOLTS TO BUTTRESS. Y 1 TOP AND BOT. - CONT. REINF. - - 4 ~ L t 1 1/2" CLEAR i 3'-10"R 2-#4 X ~ ~ ° AS SHOWN. BU~TTRESST M FOR BEAM. ~'-g" b a I (1 EACH FACE) o 2-~4 X ~ o0 I 'y SEE SECTION 1 ON SHEET S-2 FOR VERTICAL AND HORIZONTAL ~ o YI 1 WALL REWFORCING, IF REQUIRED. s 0 <o ~ #4 X ~ N DOWELS ~ 8" O.C. ~ 10" £..1. ALTERNATE DIRECTION OF LEG IN FOOTING. ~ ~ ~ i ~~Vy V PAD i1 ° 1 1/2" CLEAR ~ ~ N j'7 ~ j~ M f! t !t 26 X 2 X 10 TNI~K ~ > c~ W 3 5 EA, WAY BOT. a ~ ~ a c~ 2_#4 X i~u iv AS SHOWN. SOANB RETE 4 -4" INDICATES 2X PLATE LOCATION. PROVIDE 1 /2"~ X 10" LONG ANCHOR 4- 1~ g 3 4 - 71 4 NCN~R i ~ (1 EACH FACE) BOLTS C~ 4'-0" O.C. UNLESS NOTED w an-r~-rr ~ ~ c W iii-~i~ OTHERWISE ON SECTION 1, SHEET S- EMBED BOLTS MINIMUM 7" INTO ~ ~~=,i~~~~~1 CONCRETE. PROVIDE MINIMUM 2 1- 1 ~ ~w ~ ~ ~ ~ SEE SECTION t ~ =.III= ~ BOLTS PER SILL PLATE PIECE ~ W FOR DETAILS. M WITH 1 BOLT LOCATED WITHIN ° r 12" OF EACH END OF WALL OR SILL PLATE PIECE. TYPICAL. i s. ~r 1 II 1 N ~ - - -T - BUTTRESS CONSTRUCTION W12X30 • ~ 1 i 3"~ SCHEDULE 40 2 --tea ADJUSTABLE STEEL N PIPE. COLUMN. AT ~ ~ EACH END, f s.. O tp ~ Z i i_ . i - ~ ~ o ° NOTCH FDN. 12" MAX. FOR 1 I a DOOR & MAINTAIN 16" MIN. ~ j BTWN. ROWS OF REINF. - Fr~ O J • ~Li ~p I W f~ S Z~ MOVE ANCHOR BOLTS AND PLATE TO OUTSIDE o FACE OF WALL TO OMIT i ~ BRICK RETURN. ELEV. B C° AND C ONLY. 3 A S E M E N T INDICATES PLACEMENT OF VOID 1 Cr BASEMENT INDICATES PLACEMENT OF VOID N ~ A S MATERIAL UNDER GRADE BEAM. ao ~ MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLY. TYPICAL. ~ o i~ ~ SEAL VOID WITH POLY. TYPICAL. ~ 1 i ~i ~ i~ I a ~ ~ ih N p ~r 16" FTG. -TYPICAL 16" FTG. -TYPICAL ~ J ~ UNLESS NOTED ~y I N ~ UNLESS NOTED ~ ire N N I N W' O ?J ~ I , ~ STEP TOP OF ~ ~ FDN. 8" d' i ~ ! ~ t _ ~ ORCH S ~ ~ ~ ° STEP T d- `r ~ ~n FDN. 8 ~ - - - - o 1 THIS SHEET. BLOCKOUT WA L ° - - 9 FOR PORCH B AM, L TYPICAL. EXTEND REINF_ TO 1 x 6~-4" 3' 0' -0" '-4' 2'-6" 5'-6" 3'-3 1 / END OF WALL TYP. L 10'-0 1 /2" 6'-6 1 /2" 9'-7 1 /2" 6'-4" 3 - 4'-0,• 16'-11" 11'-3 1 /2'~ 9~-9 1 /2,• 7'-0" 16'-11'~ l L~ V ~ I ~ ~ I V ~ I ~ ~ ~ ~ 1/4~~ _ ~~_p~~ r.--. i ham. . i w v. mar„ u IL_L.L. t II L- u%JL.VIYIIVV i"1IVV V IILI I I LIIVLJ YYI In tit Ln ICI\J ur a.U OR LB. FELT WHERE THEY PASS THRU SLAB. ®!f 1. SEE ARCH. PLANS FOR DETAILS. [::L~ VA 2. SEE PLAN AT RIGHT FOR COMPETE FOUNDATION. 1/4" TOP & BOTTOM. SUPPORT EDGE ON 8" OR 10°0 PIERS DRILLED MIN. 3'-0" DEEP & 4. GROUT BEAM PACKET SOLID AFTER BEAM IS SET. .5 ppr 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 1. SEE ARCH. PLANS FOR TO SOLID BEARING OR CONCRETE HAUNCH NS FOR DETAILS. )i~uT rno (%nKeoi UTr rniininnrinni WHERE SHOWN). PROVIDE #4 DOWELS @ 24 2. SEE PLAN AT RIGHT F( 3. SEE SHEET S-2 FOR E:z i 1 wT,~ it Y ~ 10'-0" 12'-3 1/2" r i 1 S.M. SIM. N 1 OPTIONAL i STOOP . OTCH FDN. 8" MAX. FOR ir` i qOR & MAINTAIN 24" MIN CONCRETE TWN. ROWS OF REINF. m HAUNCH AT AT OPTIOANL DOOR ONLY) L STOOP ONLY. ~ STEP BOT. OF N FDN. 4'-0"f ~ ~ - W8X13 STEP TOP OF FDN. 10" d STANDARD FRAMED 00 3"4 SCHEDULE 40 CONNECTION OR W ~ ADJUSTABLE STEEL EQUIVALENT. ° PIPE COLUMN. 1 L/~ILIVV 1\LIIV1 IV / END OF WALL. ~UI~.H IIUIV I rt'ILHL, ~ LL. s w 4® n INDICATES PLACEMENT OF VOID MATERIAL UNDER GRADE BEAM. w N SEAL VOID WITH POLY. TYPICA T~~ A i GAR ar ~ < ~C. SA ~ ~ ~ ~JC. SLAB CAN GROUND ~ ~ 4-0 8 10-9 3 4 - ~ co 16" FTG-TYPICAL » c"v UNLESS NOTED ° FTG N p ~ N N i iv STANDARD FRAMED BEAM ~ CONNECTION OR WELDED A EQUIVALENT. A R W12X3d N ~ r ~ _ ~ ~ NOTCH FDN. 12" MAX. FOR ~ 5-2X4 POST ~ Q DOOR & MAINTAIN 16" MIN. BTWN. ROWS OF REINF. ~ ~i ~ w NOTCH FDN. 12 t o DOOR & MAINT o I N BTWN. ROWS O I - N F MOVE ANCHOR BOLTS ao AND PLATE TO OUTSIDE FACE OF WALL TO OMIT ' i r' BRICK RETURN. ELEV. B i AND C ONLY. t _ 1 r ~ i '-0' 9'-0" -4' a 1' 2 1 2" 8'-3" 6 ~ ~2~ 2'-0„ 10'-0" 19 r s i Ti OpTIOf~~,L. 4th CAIN G~f 1. SEE ARCN. PLANS FOR DETAILS. Y t 2. SEE SHEET S-1 FOR COMPETE FOUNDATION. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. r`~ ~ - TYPICAL PORCH. PATIO & STOOP CONSTRUCTION: P TURN DOWN SLAB EDGE 12" BELOW FINISH GRADE BY 8" WIDE. REINF. W/1-#5 CONT. TOP & BOTTOM. SUPPORT EDGE ON 8" OR i 10°~ PIERS DRILLED MIN. 3'-0" DEEP & ~1 TO SOLID BEARING (OR CONCRETE HAUNCH WHERE SNOWN). PROVIDE #4 DOWELS ~ 24 FROM WALLS TO SLAB. SCOPE SLAB AWAY i ~i FROM BUILDING. 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN Cam` ON DETAIL 2. of 40, 2X PLATE ON TOP OF BEAM. DOUBLE 2X PLATE. ' 1 .V SEE DETAIL AT RIGHT FOR PLATE ~ AND BEAM POCKET PLACEMENT w t V 1/ 8» WITH DOUBLE PLATE. FOUNDATION i 2-#4 TOP & BOT. WALL. i BOT. CONTINUOUS. BEAM P ~1 ~ AS SHOWN. - -III DOUBLE PLATE AN BEAM POCKET CONSTRI BRACE WALLS BEFORE BACKFILLING. z. i ■ i - SEPLN L ° ANGLE EXPANSION JOINT. . ~ 4" CONC. SLAB ON UNDISTURBED _Y i }z SOIL OR COMPACTED FILL. - - L ~ f~`r ~ti~ 'ir SCORE JOINTS IN SLAB AT - i~ 3 i - J MAX. 200 SQ. FT. AREAS. ~ ~ I I I I I-' z ~ w m E f..~ o Z c~ ~ _ ~ ~ Y ~ z - l 9 I r ~ ~-III ~ ate' ~ ~ t J m j PROVIDE #4 X 1'-6" DOWELS '-III- -II ~ 2'-0' O.C. MAX. (MIN. 2 . 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE i L_ . PLAN FOR LOCATION. ~ SEE BEAR ON UNDISTURBED PLAN r. - i PLAN SOIL OR STRUCTURAL FILL. w"T r~ - i L - i . f J a u- r ~~~~J.~IV ~ 1/2~~ _ ~~_p~~ ~C~~OIV L. REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. Y V R Y ~ 1 k L ~ 8" 4 N _-1 I 2-#4 TOP & BOT. CONTINUOUS. EMBED 2X8 OR 2X10 CONTINUOUS BEAM P - - LEDGER W/2 ROWS OF 20d FORMING FLOOR F SEAM POCKET ~ ~ ~ 2-#4 FUtL HEI OF FDN. WALL. ~ m ~ ILL HEIGHT ~ ~ ~ NAILS ~ 12" O.C. (1TOP & 1 BOT.) r BEND 1'-6" OV TOP OF 1~VIND04 o LAG SCREWS AS . 'uVALL.. C~ ~ s N SIMPSON 0210 HANGER PLYWOO I i r [ - ~ 3/4" T & G SUBFLOOR ~ t e -r~- 4 ~ REQUIRED FOR I ~ STABILITY. c~ I w t w DRILLED HOLE U I Q ~ z 2-#4 UDDER r ai~• - ~ `V FLUSH G N 2X10 FLOOR JOIST, MOULDING. NAIL ~ 2'-0" 2'_p" WINDOW AS SEE PLAN - AT BOTTOM ONLY. o MIN. MAN SHOWN. - - GRADE GRADE AT AIR SPACE ~ 00 ( 00 ' - - t i POLY. SEE SECTION 1 ~ I I-III-III-III-III- _ _ _ = CONT. BQTTOM I I~I I ~ ~-III- CONCRETE SLAB FOOTING ~ I_) (I-III=~ ROW OF REINF. ~1 1 4" VOID BEYOND, SEE SEE FOR DETAILS. POLY. SEE SEE SEC PLAN PLAN BEAR O PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYOND, SEE ~-iii-~ INDICATES PLACEMENT OF 4" i L 7 WOOD 2X, NAIL VOID MATERIAL UNDER GRADE TO SLAB. BEAM AND BETWEEN PADS. 1~ SOIL OR STRUCTURAL FILL. PLAN FOR LOCATION. SOIL OR i t SEAL VOID WITH POSY. TYP. Y 4 SEE PLAN FOR VOID LOCATION. 3S i it a G ~s } r~ L~ BEAM TO WALL CONNECTION ny I a -r GARAGE OR CRA TOP ROW OF REINFORCING. { t_ . u MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT i 2'-6" MIN. WALL. Lr• J STOOP SLAB. FDN. WALL 1 1 - BOTTOM ROW O REtNF. EXTEND I BASEMENT WALL r - I.a V o I P s L N HAUNCH i - INDICATES PLACEMENT OF VOID s MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE. 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o C ~t i l (1 EACH FACE) i { v V vLoll n i ivl V VV ALL. I\L.. 11 V I V I\ V 11V V 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXGAVAT HAUNU I~f L) t I A i L.. 1i2~~ = ~'_o'► AT BOTTOM TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ~AVAT10N ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPACE ~1FORCING DETAIL 1/4" = 11-0" 1- ~ M STEP BETWEEN GARAGE OR I I i 1 ACE & BASEMENT WALL 1/4" = 11-0" WALL REINFC i 1 DIMENSIONS IN PARENTHESES A