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HomeMy WebLinkAbout5318 Nelson StreetPERMIT�0I0030ADDRESS: p � Jr JOBCODES°"I"' Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler/ urnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door Lai 4 If�� 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:n 'aD301 ADDRESS: JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS CITY OF WHEAT RIDGE - Building Inspection Division 234-5933 Inspection line (3033)) 2 235-2855 Office (303 �r . 237-8929 Fax 3 ) INSPECTION NOTICE Inspection Type: I e 1 Job Address: 3 1 Permit Number: inspection: Timed AN I ❑ No one available for insp t . - Yes No Be -Inspection repu►red. R call for re inspection at 303-2_ 3 *When corrections have been made, Date - —1-1 �'' I / 3 Inspector* DO NOT REMOVE THIS NOTICE City of Wheat Ridge r• yam" s Resid. Windows/Doors PERMIT - 201800301 PERMIT NO: 201800301 ISSUED: 01/30/2018 JOB ADDRESS: 5318 Nelson ST EXPIRES: 01/30/2019 JOB DESCRIPTION: Replace 6 vinyl windows, like for like; 1 patio door with internal blinds; u -value = .29 SHGC = .20 *** CONTACTS *** OWNER (303)514-3371 CARPENTER CATHERINE Y SUB (303)646-9300 Dan Elliott 022311 Assured Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,750.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 120.75 ** TOTAL ** 170.75 *** 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, I, building codes, and all applicable munici al codes, policies and procedures, and that I am the legal owner or have been authorized by the leggal-ovtier of,the property and,am authorized to obtain this permit and perform the work described and approved in conjunction with this errrfit. est that I ar 1# ally authorized to include all entities named within this document as parties to the work to be p€orrne sand' and that ork b"n.ex o &.disclosed in this document d/or its' accompanying approved plans and specifications. Signature of-' OWN R or CONTRACTOR (Circle one) Date I`` -This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a 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 r conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or oranc re ulalion of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date ZEQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of' W h6a-t 1 idg C C.OMMUNH D1 V11 Loi'Mi "'L ' �'-' Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email pgrmitsCa�ci.wheatridge co us FOR OFFICE USE ONLY Date: P/aMPermit # 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: Owner Property Owner N r• Mailing Address: (if different than property address) City, State, Zi Architect/Engineer.- Arch itect/Enginee Architect/Engineer E-mail: Phone: Contractor: Contractors City License #: a'J Phone: Contractor E-mail Address:_ (! n p7 �(,1C }- ��;�; �, p�Joo .10 i ;1A For Plan Review Questions & Comments (please print): Phone: CONTACT NAME (please print): ? r ,n 1- . ` 4 Phone: ;; ; - CONTACT EMAIL(p/ease print):_ _ (i [� rn Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL Description of work: (Check all that apply) RESIDENTIAL ❑NEW COMMERCIAL STRUCTURE ❑ELECTRICAL SERVICE UPGR ❑ NEW RESIDENTIAL STRUCTURE UPGRADE ❑ COMMERCIAL ADDITION ❑ COMMERCIAL ROOFING RESDENTIAL ADDITION ❑. RESIDENTIAL ROOFING WINDOLl COMMERCIAL ACCESSORY STRUCTURE (Garage, hed, decck eta)CEMENT 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 pertormed, including current use of proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, e amount of materials to be used, etc.) areas, Y tYp and J +SGC - b , �Lo Sq. FtJLF Btu's Amps Gallons Squares Other Project Value: (Contract value or the cost of illimaterials and labor included in the entire g project) a57 Don 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, thh cant for this building permit application, warrant the truthfulness of the information provid!5. / lication, CIRCLE ONE: (OWNER) OR) (A D PRESENTitT/VE) of (OWNER) (CONTRACTOR) Si nature (first and last name DATE: ZONING COMMMENTS: DEPARTMENT USE ONLY Reviewer: OCCUPANCY CLASSIFICATION: BUILDING DEPARTMENT COMMENTS: Reviewer. Building Division Valuation: $ KONA r V, M WINDOWS & DOORS A Division of Euramax International, Inc. 3950 MEDFORD DRIVE LOVELAND, CO 80538 Phone: 800-827-4369 Fax: 800-601-3227 www.AmerimaxWindows.com PACKING SLIP PACKING SLIP NO. DUE DATE 1656831 *1 01/03/18 SALES ORDER NO DATE ORDERED 1656831 12/06/17 CUSTOMER P.O. CARPENTER SHIPPED VIA PPD COL LOVELAND PICKUP TO OD -CF QTY. PROD • •-. . . 1 001 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT 1 Block -Frame 59-1/4" x 59-1/2" Oriel:50.000% of Op.Sash 119 -UI Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.20 VLT=0.45** 002 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT 1 Block -Frame 71" x 59-1/2" Oriel:50.000% of Op.Sash 131 -UI Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.20 VLT=0.45** 003 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait .2 -LITE (XO) WHT 1 Block -Frame 59-1/2" x 47-1/2" Oriel:50.000% of Op.Sash 107 -UI Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.20 VLT=0.45** 004 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE CUSTOMER COPY 1/30/2018 7:42 AM Page 1 of 3 TDW200 TDW201 SOLD Timberline Door Window Llc SHIP Timberline Door Window Llc 5715 MEADOW CREEK LANE 3950 MEDFORD DRIVE TO ATTN: ACCOUNTS PAYABLE TO Loveland, CO 80538 LOVELAND, CO 80538 USA USA Ph:(970) 412-7743 QTY. PROD • •-. . . 1 001 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT 1 Block -Frame 59-1/4" x 59-1/2" Oriel:50.000% of Op.Sash 119 -UI Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.20 VLT=0.45** 002 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT 1 Block -Frame 71" x 59-1/2" Oriel:50.000% of Op.Sash 131 -UI Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.20 VLT=0.45** 003 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait .2 -LITE (XO) WHT 1 Block -Frame 59-1/2" x 47-1/2" Oriel:50.000% of Op.Sash 107 -UI Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.20 VLT=0.45** 004 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE CUSTOMER COPY 1/30/2018 7:42 AM Page 1 of 3 r1fAM a � w WINDOWS & DOORS A Division of Euramax International, Inc. 3950 MEDFORD DRIVE LOVELAND, CO 80538 TDW200 SOLD Timberline Door Window Llc 5715 MEADOW CREEK LANE TO ATTN: ACCOUNTS PAYABLE Loveland, CO 80538 USA Phone: 800-827-4369 Fax: 800-601-3227 www.AmerimaxWindows.com Craftsman Portrait 2 -LITE (XO) WHT Block -Frame 47-1/2" x 47-1/2" Oriel:50.000% of Op.Sasl Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEF Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.20 VLT=0.45** 005 VW2200PD Cart# 86 2200 PATIO DOOR 2200 PATIO DOOR 2200 Rehau Door (OX) WHT Block -Frame 59-1/2" x 79-1/2" 139 -UI, White Keyed Han With Contour Glazing Bead Left Glass: 1" -Double 1/8 LOWE 366 NEAT TEMP & 1/81 Rgt. Glass: 1" -Double 1/8 LOWE 366 NEAT TEMP & 1/8 l Argon Gas Screen: 1580 HALF BETTERVUE W/St.Steel Rollers **U-Value=0.27 SHGC=0.20 VLT=0.47** WITH BLINDS 006 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT Block -Frame 71-1/2" x 47-1/2" Oriel:50.000% of Op.Sash Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAT Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA Argon Gas Screen: RoIlFormed HALF FIBER **U-Value=0.29 SHGC=0.22 VLT=0.50** 007 VW38002L Cart# 83 3800 2 LITE 3800 2 LITE Craftsman Portrait 2 -LITE (XO) WHT CUSTOMER COPY 1/30/2018 7:42 AM Page 2 of 3 PACKING SLIP PACKING SLIP NO. DUE DATE 1656831 * 1 01/03/18 SALES ORDER NO DATE ORDERED 1656831 12/06/17 CUSTOMER P.O. CARPENTER SHIPPED VIA PPD COL LOVELAND PICKUP I OD -CF TDW201 SHIP Timberline Door Window Llc 3950 MEDFORD DRIVE TO LOVELAND, CO 80538 USA Ph:(970) 412-7743 mm"'h"""r' " WINDOWS & DOORS A Division of Euramax International, Inc. 3950 MEDFORD DRIVE LOVELAND, CO 80538 TDW200 SOLD Timberline Door Window Llc 5715 MEADOW CREEK LANE TO ATTN: ACCOUNTS PAYABLE Loveland, CO 80538 USA Phone: 800-827-4369 Fax: 800-601-3227 www.AmerimaxWindows.com PRODUCT I DESCRIPTION Block -Frame 47-1/2" x 47-1/2" Oriel:50.000% of Op.Sasl Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA Argon Gas Screen: RollFormed HALF FIBER **U-Value=0.29 SHGC=0.22 VLT=0.50** CUSTOMER COPY 1/30/2018 7:42 AM Page 3 of 3 PACKING SLIP PACKING SLIP NO. DUE DATE 1656831 *1 01/03/18 SALES ORDER NO DATE ORDERED 1656831 12/06/17 CUSTOMER P.O. CARPENTER SHIPPED VIA PPD COL LOVELAND PICKUP I �OD-CF TDW201 SHIP Timberline Door Window Llc 3950 MEDFORD DRIVE TO LOVELAND, CO 80538 USA Ph:(970) 412-7743 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation In3pections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing 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. Sewer Service Mid -Roof Plumbing Fire Inspection / Fire Protection Dist. Do Not Cover Underground or Below/in-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing 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. Mid -Roof OI Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Plumbing Rough Electric Final Mechanical Rough Plumbing/Gas Line Roof L L Rough Mechanical Final Building Rough Framing 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. 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 L L Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�`� Job Address: 51 `C_..�.� 4t�r Permit Number: 2-711041 Q �- ❑ No one available for inspection: Time �o AN/Pm) Re -Inspection required: Yes (N)o When corrections ave been made, call e -inspection at 303-234-5933 Date: ` / I Inspector:I DO NOT REMOVE THIS NOTICE i CiTr1f�F VV�I� 4T RIDGE Building, Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a) , d Job Address: 79--3/19 Ale S', - Permit Number: -,-) 0 1 '7 C LIU- b G1 ❑ No one available for inspection: Time - & AM/Q` Re -Inspection required: Yes Eo When corrections have been made, call for re -inspection at 303-234-5933 Date: l -I Inspector: DO NOT REMOVE THIS NOTICE 1 s City of Wheat Ridge Residential Roofing PERMIT - 201704164 PERMIT NO: 201704164 ISSUED: 07/17/2017 JOB ADDRESS: 5318 Nelson ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles - 35 sq *** CONTACTS *** OWNER (303)514-3371 CARPENTER CATHERINE Y SUB (303)271-0100 Rob Theis 090269 RJI Professionals Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,500.00 FEES Total Valuation 0.00 PAS Use Tax 220.50 Permit Fee 220.15 ** TOTAL ** 440.65 L===D *** 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. A e City of Wheat Ridge Residential Roofing PERMIT - 201704164 PERMIT NO: 201704164 ISSUED: 07/17/2017 JOB ADDRESS: 5318 Nelson ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles - 35 sq I, by my signature, do hereby attest applicable building codes, and all a by the legal owner of the property o this,permrt. I further attest that I a performed and that all work p work to be performed shall comply with all accompanying approved plans and specifications, le municipal codes, policies and procedures, and that I am the legal owner or have been authorized authorized to obtain thispermit and perform the work described and approved in conjunction with f authorized to include all entities named within this document as parties to the work to be A is disclosed in this document ander its' accompanying approved plans and specifications. Signature of OWNER or C6Ni7RACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuanc or r ting of a all t b construed to be a permit for, or an approval of, any violation of any provision of any applicable co ce 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. Dane Lovett 7�)- 1-70q 0q q From: no-reply@ci.wheat ridge.co.us Sent: Friday, July 7, 2017 1:58 PM To: Permits CommDev LJ Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 5318 Nelson Street Lance Carpenter 3035143371 Icarpenter@arvada.org This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those �. documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 5318 Nelson Street Lance Carpenter 3035143371 Icarpenter@arvada.org Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number RJI Professionals, Inc. 090269 3032710100 Contractor Email Address Naomi@rjipro.com Retype Contractor Email Naomi@rjipro.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material No CertainTeed Landmark Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 35 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No/ Field not completed. TOTAL SQUARES of all 35,E ` roofing material for this project Provide additional detail Complete reroof; 5/12 pitch; 2 story here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract10,500 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 Naomi Ordonez Email not displaying correctly? View it in your browser. 3 13551 WEST 43'x' DRIVE, UNIT O GOLDEN, COLORADO 80403 Where Quality and Service Are One! OFFICE: 303-271-0100 , LICENSED AND INSURED FAX: 303-271-0200 j0 ❑ U NATIONAL MM ROOFING AssocATIONs RJI PROFESSIONALS, INC. A. LGI,ee- Cr�rpeA-es" CUSTOMER NAME(S) 5t - CUSTOMER BILLING STREET ADDRESS CITY, STATE, ZIP a'�) 3 9'1 CUSTOMER PHONE NUMBER PROPERTY STREET ADDRESS (if different) CITY, STATE, ZIP (if different) COUNTY We Propose �1 To furnish material and labor - complete in accordance with s cifi tions below for the sum of: $�� Payment to be made as follows: � C k down balance upon completion of work. Materials present on roof: Asphalt ( layers Cedar Shake layers Cedar Shingles layers Flat layers f 1. Tearoff existing f Layers on House Layers on ❑ Garage Layers on ❑ Other 2. Protect siding, bushes, pool, and yard with plywood & tarps when possible- Roller magnet yard & driveway upon completion. 1-3. Remove all roofing materials, stacks, vents, valleys, and flashing. Haul the roofing debris from the entire yard. ` L-4. Replace all rotten or damaged roof decking at a rate of IS Ct) per.laew, per worker, plus materials, or a sum of $ , for a complete redeck over and above original bid price. heir 5. Remove all roofing nails as needed and re -nail all loose roof boards. 1 6. Apply ice and water shield Z up from all eaves J wide up all valleys. / 7. Cover remaining roof areas with Underlayment felt / 15 Ib. 30 Ib. ,V/A 8. Install new 24" Galvanized Color Clad Valley. 9. Install new roofing material: Type: / 10. Weight Z$J Color Style Lrw r Year Warranty N R 11. Install 2 3" 4" 5" Galvanized plumbing stacks metal kitchen bath damper vent heat flue low pitch high. Ar A 12. Install heavy duty bird proof vents, color turbines colors other A 13. Any siding repair to allow installation of new step flashing will be done at a rate of $ per hour. Per worker plus materials over and above original bid price. 14. Install new step and counter flashing to existing chimneys $ over and above original bid price. 15, Allper fees and taxies included. Year Labor Warranty Year Manufacturer's Warranty OPTIONS FORE IF SUBJECT TO INSURANCE ALLOWANCE AGREEMENT. O Initiated, the IOUoadng adds lew prmhione appiy: A. Thus Sxent is valid only if Customer hasfug replacement cost insurance coverage (less deductible). �s Work Villi h, other than . slorner's Insurance deductiffilet, unless Customer chooses upgrades or additional work that Is not approved by Customer's insurer. Customer busby assigns all amounts doe from Customer's insurers and mo igagees for Company's Work to Company. C. Customer will provide all documents and Information necessary (i) for submission of claims to Customerls insurer, and (tl) for payments to be made byCustom&t Insaear.add moiov*s) Customer authorim Comparly to discuss scope of work and pricing with Customer's insurers and adjusters. Customer appoints Carly°as the Costaoers law" of attorney to inspect and adjust the lass, and to collect and receive all insurance payments related to Companys Work. 0. All deed costs, overhead and profit allowed by Customers insurer, and any supplements approved by Customer's insurer for additional work upgrades, opijons;or cost Incleasas are to be paid to Company. Company reserves Me right to request and receive additional payments from Customers Insurer due to material or labor increases, storm environment, or If meawremants and other Information provided by Customer or Customers insurer am incorrect E. Company may cancel this Agreement it Company and Customer's insurer are unable to agree on the scope of work and price for work covered under Customer`s insrmina polky. INSURANCE COMPANY POLICY a CLAIM tl (IF'KNOWN) I/we agree to t erns d conditions of eement, including all terms and conditions on the reverse side. ST ER SIGNATURE 'DATEt OMER G RE TE n Sc (c�� Z G tZ i -v PRIN SALES REPRES TA VE NAME A D PHONE NUMBER SAL 11RESENTATIVE SIGNATURE DATE int. I tim basement finish and bathroom remodel. I have passed all rough in inspections at this 71 point. I will be ready for my drywall inspection in two to three weeks, and I will need some more time to complete the project for final inspection. City of CommuNriy DEVELOPMENT uwt= R�#M Address: City, State, Zip: I V I IN . 9 I �--ff M Building Permit Application enclosed In usable space beneath stairs, min. 1/2-inch drywall is NI W '313 (7e, ( f ) Direct c( milect slijcake alarms are II w11 I; INSPECTION RECORD OCCupancV/TYpe INSPECTION LINE: (303) 234- 5933_ Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. S C; INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB IF INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Caissons Plumbing / (CEG) Concrete Ground Mechanical ng or Monolithic Roof 7 11� sra roof / French Drain Building Final rvice Lines Fire Department rvice Lines R.O.W & Drainage POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Plumbing (Underground) Heating (Underground) ROUGHS E Sheathing `;<,.... Lath / Wall tie M Mid -Roof Electrical Service ��; Rough Electric Rough Plumbing ��.; Gas Piping :. Rough Mechanical 19CL911QP1A :TIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation Drywall Screw FINALS -.- Electrical Plumbing Mechanical Roof 7 11� sra Building Final - Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS. - SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED f;, - Pon - rmr T TLJ1C.9 -A OBI CORM TL-11Z IMCATWCO ♦ t CITY OF WHEAT RIDGE �-j Building Inspection Division (303) 234-5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: /'Zg Job Address: s31 ✓ 1✓r /�bn✓ S�. Permit Number: �J o9362� ���'fGOUed /� Fi /�z./'LPSS' Z7 }�Qr�1'�✓ G'c�.o� Z %.71c1G FNlit$Gir .a�% G7 rG UC�'1f lc.tiDYr �`JG>.r' I j ❑ No one available for inspection: Time �/ AM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: 12 -1? -y9 inspector: IF✓ DO NOT REMOVE THIS`NOTICE ♦ 11 A i CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-5933 Inspection line r40001", (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: S3! $ al~S~ s r Permit Number: o93GaG f-D No one available for inspection: Time : r f AM/I~M Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: t 1C~ ~a Inspector: T DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 531 <q NP14n m 5:4 Permit Number: Dl{' 3 G ❑ No one available for inspection: Time 1.16 AM '0M Re-Inspection required: es No When corrections have been made, call for rt -inspection at 303-234-5933 Date: Inspector: r DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 5310 MFZ~ e,:= L7 Permit Number: 1,w ,:A77'sC 4.54e 10. ❑ No one available for inspection: Time ro% (AM Re=Inspection required: Yes . No "When corrections have been made, calf.. for re-inspection at 303-2345933 Date: f f .e7 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i vr~L Aaj, c- Job Address: S3/ 8 Ao C"e W S 7 Permit Number: 3G?~ d~ffO~rys2 l~c'~ ~e✓cv"~'r:~~ 1_wr- Z-0 ❑ No one available for inspection: Time fa 95° M/p,~~1 Re-Inspection required: 6 -No 'When corrections have been made, calf for re-Inspection at 303-234-5933 Date: //~/Jca Inspector: DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge Residential Roofing PERMIT - 093626 PERMIT NO: '.093626 ISSUED:P 10/23/2009 JOB ADDRESS: 5318 NELSON ST EXPIRES: 04/21/2010 DESCRIPTION:: Reroof 39 sqs CONTACTS owner 303/932-7S72 Lance Carpenter' sub 303/816-1888 Derek Lindsay 02-2377 Infinity Restoration IPARCEL :INFO ZONE CODE: UA ` USE : UA SUBDIVISION:- UA - BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,000.00 FEES Permit Fee 235.70 " Total Valuation ,00 Use Tax 180.00 TOTAL 415.70 Conditions: 6 nail installation mid-roof inspection required.' Board sheathing spaced more than 'a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield :required from eave edge to 2' inside exterior' walls.' ***Contractor/Property owner shall provide ladder(s) secured in place for inpsections.'- Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate. applicable ordinances, rules or regulations of the City of Wheat Ridge. or covenants, easements or restrictions. of record; that all measurements shown, and allegations made are accurate; that :I have read and agree to abideby all. conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applic Is Whe R ge 0 finances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner :date 1. This permit was issued in accordance with the, provisions set forth in your application and is subject to the :laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official'. 3. If this permit expires, la new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or 'abandonment. has not exceeded one '.(1) year. If changes: have been or if suspension or 'abandonment exceeds one (1) year, 1full fees shall be paid for anew permit. 4 No :work of any manner shall be done that will lchange the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases. of the job:: 6. The issuance of a permit. or the approval of drawings and'. specifications shall not be construed to be a permit for, nor an approval of, ny violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pl ~rE36'e is subject to field inspections. Signature~f C✓✓//liZef:. Building Official date INSPECT ION :REQUEST : LINE: (303)234-5933 BUILDING OFFICE.( (303)235-2855 : REQUESTS MUST BE MADE BY 3PM. ANY BUSINESS DAY FOR INSPECTION THE .`FOLLOWING BUSINESS DAY. ~o4W"E9rq, City of Wheat Ridge Building Division m 7500 W. 291h Ave., Wheat Ridge, CO 80033 FDa Office: 303-235-2855 ~ Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Address: Property Owner (please print): Mailing Address: (if different than property address) Address: Zip: Contractor: Contractor License M 0 as 3 Sub Contractors: Electrical City License Company: Exp. Date: Phone- Phone: 303 - 81(0 -1013fl Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: Use of space (description): Description of wore Re.-Qoo~ ) I leye. Sq. Ft./L.Ft added: 13I Construction Value: $ ID/ WD , 6D (as calculated per we Bufidnq IQ(. Data sheet) - 3o 'T M rl:~ a y/(2 Yr / Plan Review (due at time of submittal): $ Squares 39 BTU's Gallons Amps 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work is permit. Plans subj under th ect t field insp CIRLCE ONE:: (OWNER) CON ACTOR) or ERSONAL REPR7770)f N(O R) NTRATOR) PRINT NAME: Cenby- SIGNATURE: ~ Date. ZONING COMMENTS DEPARTMENT USE"ONLY Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: - BUILDING DEPARTMENT COMMENTS: Reviewer:' OCCUPANCY: FIRE DEPARTMENT:: ❑ approved W/ Comments ❑ disapproved ❑ no review required Bldg Valuation: $ , . 41. idge City of Wheat R Residential Mechanic PERMIT - 060531 PERMIT NO: 060531 ISSUED: 06/22/2006 JOB ADDRESS: 5318 NELSON ST EXPIRES: 12/22/2007 DESCRIPTION: install 4 ton a/c unit, Westcoto do elec. hook up CONTACTS owner 303/432-7572 Lance Carpenter c 303/426-1019 Debbie Ritter 02-1161 Rugged Enterprises Inc. g sub 720/890-6133 Jeremiah Detrick 02-0724 WESTCO ELECTRIC, INC. PARCEL INFO ZONE CODE: UA USE: UA BLOCK/LOT#: 0/ SUBDIVISION: UA FEE SUMMARY ESTIMATED PROJECT VALUATZON: 3,395.00 FEES Permit Fee 126.50 Total Valuation .00 Use Tax 61.11 TOTAL 187.61 Comments: install 4 ton air conditioning unit Electrical must meet 2002 NEC, Westco to do electrical hook up able I hereby certify that the setback 3istances proposed by this permit application are accurate, and do not violatthatpall ordinances, rules or regulations oE the City of Wheat Ridge or mvenants, easements or restrictions of record; made are accurate; that I have read and agree to abide by all conditions printed on this measurements ehown , and allegations Ridge application and [hat I assume full responsibility for compliance with the Wheat Building Code (i.B.C) and all other applicabLe Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signa[ure of contractor/owner date 1. This permit was issued in accosdance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zcning Regulatione and Building Codes of Wheat xidge, Colorado or any other applicable ordinances of the City. 2. This permit sha11 expire if (A) the work authorized is not commenced within sixty (60) daya from issue date or H t e building authorized is suspended or abandoned for a period of 180 days. rovided no 3. If this permit expires, a new Fermit may be acquired for a fee of one-half the amovnt normally required, p has changes have been or will be made in the original plans and speciEications and any suspension or abfullnfees shall t exceeded one (1) Year. If changes have been or if suspension or abandonment exceeds one (1) year, 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. . Contractoi ahall notify the euilding inspector twenty-four (24) hours in advance for all inspections and shall receive 5 write,en approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be conatruedlaw,brule ormregulation an approval of, any viola ion of the proviaions of the building wdes or any other ordinance, ffi1 Ulan~r~i ~ 7ect to iE3~G inspections. of fical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. C< 3 I of "'"E'T ~ BUILDING INSPECTION LINE - 303-234-5933 Date: ^ a CITY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~°`°R"°~ APPLICATION Property Owmer: l. t.aUL 9_?61,IT&Q Proper[y Address: Phone: ~:y -y'J 2-1512 Contractor License No.: 'Z~ 1191 Company: QQCJC-JED Phone: IUIq OWNER/CON7RNCTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT I hereby certify lhat the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City ot Wheat Ridge or covenants, easements or resVictions of record; that all measurement5 shown, and allegations made are accurate; thal I have read and agree to abide by all conditions printed on this application and that I assume (ull responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (O W NER)(CONTRACTOR)'. Description: 1Qeby-y~&)_ 0.0 'Tov-i NC, kJI1,3 % r. Sq. Ft. addad Construction Value:$ Permit Fee:$ Plan Review Fee:$ i Jse Tax:1 T0t81:$ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permif was issued in accordance with the provisions sel forth in your application and is subject to the laws of the State of Colorado and to ihe Zoning Regulations and Buiiding Codes of W heat Ridge, Cobrado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not wmmenced wilhin sixty (60) days from issue date or (B) the building authorized 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 normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done [hat will change lhe natural flow of wa[er causing a drainage problem. (5) Contrector shall notify the Building Inspeclor twenty-four (24) hours in advance (or all inspeclions and shall receive written approval on inspection card before proceeding with successive phases of ihe job. (6) The issuance of a permit or the approval of drawings and specifiwtions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official Electrical License No: 5bq'l. Plumbing License No: Mechanical License No: Company:\~TCO 6LG-CTQ1C- Company: Company: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18007 BUILDING INSPECTION LINE -(303-2345933) Date : 11/5/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5318 NELSON ST Contractor License No. : 21948 Phone : 466-1831 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applicalion are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easemenls or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree abide by all conditions printed on this application, and that I assume full responsib" for comp n with the Wheat Ridge Building Code (U.B.C.) and all other applicable W Ridge o ces, for work untler this perm#. ~ (OW NER)(CONTRACTOR) Description : INSTALL 6' CEDAR YO WINGS Valuation : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use: in BUILDING DEPARTMENT USE ONLY Z4ning Commerflik;' Approval : TRC Zoning : pRD Builiitng Gammerits: Approval : Pub11c Works GBmmg~llts; Approval : Occupancy: Walls SIC : Sq. Ft. : oK Please n Owner/ conhactor is responsit ' lines and constructing improven, approved ptan and required deve The City is not responsible for inac submitted within the plan se[ and a. errors resulting from inacwrate i Roof Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : '-:7 nroperty ~to the czrdards. irti,mij:ion ...ustmotion -c.a:ion. Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issuad in accordance with the provisions set foRh in yopur application and is subjecl to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloratlo or any other aOPlicable ortlinances of the City. (2) This permit shall expire if (A) the work authonzetl is not commanced wilhin sixty (60) days fmm issue dale or (B) the building aulhorized 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 normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturel Flow of water causing a draina9e problem. (5) Contraqor shall notiy tfjg-Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wntten appmval on inspection card before proce ' with ~ucEessive phases o( the job. (6) SFr€' nc ait 9ikhp-approval of drawings and specifcations shall not be construed to be a permit for, nor an approval 04 any violation of the e i~e5oranyotherordinance,law.mleorregulation. Chief Building inspector Please sign Terms and Conditions on reverse side of page. COMMUNRY DEVELOPMENT OEPARTMENT 8uild'eq Permit Number. T BUILDINGINSPECTIONUNE-303,274-G937 Dab: ' GTY OF WNEAT RIDGE ` 7800 YVEST 2YTH AVENUE WHEAT WOGE,CO600S1-(3W,235.Z854) APPLICATTON P"°pany°wner: M6a6~os : e c nm ~ 5~ k ' erorr: 4 3 y Mil ~ e~ s on wo- ~7 1. Connsclor Licenze No.: c°m°a°r P'a"`' CWNEAXXXITRACToa awrunrE aF owEwrANOM AM AoxEMeir ' Conswction Value:S i n..any wmy nM m. ..m.ac a aunees aroow+e M me o«mt avak.non .w xanto.anddenetvielabapplk~bMa~nn~~,rulosanplNb~sMIMCryd pCfinItF2C:S wnmt rtidpa or cavanrents, wsemenR or rmtrimo's or nmN; tlut a1t plBR ReView FCC:~ m aes~vemorRS dwwn, ane Nkyatlo~s maM uo sxasa: Ih.t I h.w n~e uw apme Oo abNp by al mMMbm prNiad ai tlYs appfodon and tlW I wum M ll.ce Taat'S naPOnsibWY fot oompl'rnoe vdM 1M YNmI Ridps Buillinp Code (U.6.c) .M aa otlm aPPkabN VNieat Ridyo Qdwnws,br work uMar tlik Vwmt. _ . I TOtal:s Descriptlon: (t~ 'to \ sq. R. adaed Ecpiratlon Date: Expiratlon Date: Expration Date: Approval: ApprovaC Approval: (1) ThisWrmTxasimuWinaocorEanpwMh IMqovisbeaalloAhlnyour appGcatlw endbaubjsdblMYwsdiMShhd CoMWo and to IM Zoniq Rpulatlonr aM BWWkq CednM WMat Rida, Cobndo orarry otlw eppYcibb oNirsnoss of tM GiYy. (2) Thm panKsMl expn I W Ifr wak outlwrksd 4 rot oonrmr~vd wltldn ahly (80 daYa hom ianr dda or (8) Iho buOdYg auMqrlaeA 6 susPended or aWndonW for aOsAod M 720 Owys. (3) xlnbpoimitmpM. .rrwPemilmrWKVuiWbr.Mofom4aftlr.rtoudmmrhmVuY+d.Wa'qaanocharyos n.w e.en «va w n.ae In me odynd p.m.nd ap.ak.tiom.na airy snponsbn w.e.rWanme n.s na.zce.a.d on. (1) Yur. ndan0a Mvs Wen a Mauepenabn or oGanCOmwnt a aba om (1) Yar. NMfws sAU W patlbra newpsmiL (n No wak ot ony manner alM W tlam tlwt wll drrge M mhu~l lbw of wbr wuM'q a drainmko wobkm (5) ConlncUr sfall rrofifY IM BuY9rq Inwqqof NwHydour (24) hous In aOVanw fa d tpp~cfiom and a1W nwivs vMlbn aYProvd on insDeaion ortl Eafom pmnadiip wiA sumuwo phaeas af IM Job. (a) 7Ta bswnce of a Wmit w 1M oPProv+1 of dnrAnEs aM sOedMadwm sMl not M mnavud b Wa pmil for, nor m approval ol, arry Wolatlon of tlw prevhJens o11M Cu➢diip wd" or ury o1Mr erdinanos, law. ruM or npulatfon. Chiet Building Official L'd LS82S£Z£0£T~Ol 29T9-b82-01L6 I 331,13A MD:W021J 80:6T b002-82-100 Electrical Licerue No: Ptumbirp license No: Mechanical License No: Comparry: CompanY• ` Company: ' OCT.26.2004 617Za1 NO.0l1 P.3 P LO T P LA N FOR MELODY HOMES INC. LOT 9. BLOCK -1, SKYLINE ESTATES. FlUNC 3 C17Y OF WHEBDOE. COUN7Y OF ~~F ,~g ~N ~5TATE OF COLORADO. ADDRESS 5318 NELSON S"fREE'I` - SffBACK - - - - LOT9 ~29 -j~ r-E I ~ I I ,400~ ~ I ~Ir ~Iz ieLs ~I~ ~I~ ~ i a ~ ~~D• _ t u r I~Cwn ~I . 1 W ~ tR~wl 1 V 1 J(.+ I I~f''1 ~ I I ~aT t;i sm' ~ ~ I 44 I § I j ^j 2067 i~ do• I I ~ ~ ~ ClAwo Lw ~ I„ I y ' I I' i j , • _TT~ L ' I I~IJ i I ~ ~ 1.9 I N AR 6E Q I A 6 yp ~ 7.' ~ j I I~ ~^I I I ~ ~ I 1 tan' b I IN t.C _ _ . J" - ---J~ "L ,o' u E. i ~ to' L NELSON STREET o IaApa O~7aa~M6/a ra~ Tll y~~apppMICT~Sql~p~lm~ It a4 I y~OI~ ~I~YI ylp~p ly 1A2~Y 014[ f7F~~ M[ ~O M RIPP~ ~a~lla ~P~106 3 ~~IpIA17[ wi MY~IfIr yr0~~gmiyOMMIIQ WI,IOI 10~aL ~Ia1M{~1u~~7 4 6A ~ 7M~f IA01~ ~~py~yVFG NW ~A~ • Irw~4 ~ ~~R ~li ~~T4~ R/R INFO STAKF' MODEL 2087 LN 3 CAR ELEV. A Mu (&I.) WT 4w0 MQI~ ARFA (&F.) ~ 1009.7 ~ H B ~ OONi i AVO, F.G- _ NErO 16 1 ~QmwrN0 = ~ ~ }ROrem I.INc ~ww"~~ ~i ' r sr~aae aauo u F W $ ` lAi WKA~a[ L~ MNO~ES' lo-"L ME HYGRANT W LWE EIADY HOMES MINIMUM SETBACKS: ~ * M froaf aaamW Atra I_~ cRaur. 2o.a 5Dl: 7.7'REAR: 10' on -4~ wIarAmramx ta ~aoto ♦AOxt (/4U MB-f~1t ~r a534-8700 SMN~iMUMSIDE:9y0s REV: SMA BY: ,.r roov «.-,aes a~n~ sTRucTURES:L .ae No: ~ I Z'd LS82SR2£0£T:O1 R9T9-b82-0Z6 33N3J M9:W021J 60:6T b00Z-82-1o0 E ~ ~ m v a~ N a O ~ > O N L A N ^ m 9 ~ m ~ N ~ ~ r L ~ O N N E ~ m m c ~c U CN z ~ mm v V D OCI ~ db L ~ U U W ~ M o o m o 9Le O d ~ ~ a ~ y a ~v Q~ ~ ~ n m rT a W ~ o ~ at ~ Q N~ d3; 3 O m5~' r c a ~ a ~ = ~A a y 3 d v ~ A ~ $ U ^ ~no v E z ~E! A ~ ~~g ~ ~ E > a !L- cv ~ v w a O w a Z O a ~ fn w ~ a 0 w J w cn 0 a ~ ~ a C7 Z O J J 0 LL w F tr O LL O m ~ f U N ~ ~ ~ ~ o ~ c a z~ n~ '0 3 ~ m ~ c V a~ D $ « E ~ rv ~ a d ~ c~ v E ~ ~ ~ rn ~ Z 6 a c ~ m t U W E ~ 0 N Date: A Certificate of Occupancy 1 Completion has been requested for; ADDRESS: PURPOSE OP STRUCTURE: Building Department Approval: Remarks: Zoning Approval: Remarks: 0 ~l l , > ~ ; Public Works Approvai p,Z,/ Remarks: Fire Marshali Approval: (If Applicable) Sanitation District Apl (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks -7 I,4, INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS ~ WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD ~ . JOBADDRESS TYPE OCCUPANCY BUILDING PERMIT N0. DATE ISSUED OWNER V~ C ~izI • LbYU-t CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Manolithic Weatherproofing ~ 1O~cc} ~T' Cr pni ia N!l CnNCRETE UNTIL ABOVE F1AS tSEEN JI(aNtU Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work)"'~'(m-t- Heating (Ground Work) ~C fln NnT PnUR FLOOR UNTIL ABOVE HAS tfEEN JIGNED Rough Electrical 1'11` G 4 V.T Rough Plumbing ~ ` t7 ' ~ Air Test Gas Piping WT Rough Heating & Ventilation Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground ~ Final Electrical I- 4 Plumbing ii- Heating & Ventilation i~- ~ - Q. c ( Frame R.O.W. & Drainage f1 -0 - ~ ~ ^l ~T 't Fire Department Parking & Landscaping °lc OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF occuPalVCY IS ISSUED PROrECT THIS CARD FROM THE WEqTHER ~ a w 0 ~ w a O J W W ~ H Z ~ ~ ~ ~ U c 0 ,N G 0 ~ m~ C~ N ~ M ~ N (I) M a v 0 C~ ~ Q. U) _ 4) c~ ~ Z _ .0 V^' W L L r~ U i N N 2 9 'O Q ~ O ~ A ~ 0 ~ d ~ a ~ c ~ ~ w ~a V a~ ~ fC c ~ ~ > ~ L N c 0 w. rMi U N 01 ~ N 04 U M C N N ' L M > O > M -i d ~ ~ ~ a w ~ 0 0 ~ z> v ~ ~ O a ~I, On Z O ~N , ~ W ~M 0 W N M ~ M V ~ O ~ L 2 0 ~ ~ CL U ~ o ~ 0 n.. m. N N d 'O v Q .a 0 cc c 0 ~ d a (A C ~ w ~ u ai v m C ~ a) -0 > ~ t ~ ~ 0 w U N ~ O U c m t 3: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17396 BUILDING INSPECTION LINE -(508-284-5983) Date : 7/16/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address : 5318 NELSON ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $182,150.00 I hereby certiy that the setback distances proposed by this permit applicalion are accurate, and permit Fee : $1,896.19 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or ents or restrictions of record; that all measurements shown, and allegations t Plan RevieW Fee : $150.00 s, easem covenan made are accurete; that I have read and agree to abide by all conditions printed on this Use Tax : $2, ~$5.8~ appliration, and that I assume full responsibility for compliance with the W heal Ridge Building rk under lhis permit fo r wJo , Code (U.B.C.) and all other applirable Wheat Ridge ordinances TOtBI : $4,231.99 ~ ~ ~ , ~ '~T~ 12 ATE -I('J' (OWNER)(CONTRACTOR) SIGNED ~ 1 ls .91 Use u5 3c~ g~ Description : 2087 A- GARDEN LEVEL, 3 CAR TANDEM GARAGE, FI , REPLACE IN FAMILY ROOM, AI2 CONDITIONING; 3.5 TON pl(!AS0 NQti: BUILDING DEPARTMENT US M constraa j:' ~i aPProvedp"lG -,L-~ "Sif..~t .on The City is Approvat : TRC submit:zd~% ' " V ~vn Zoning : pRD ertors resmung 4om i"3 "L;T-' Ciullding,E'~r.Qm~- nW 2 ENGWEERS SIGNED OFF ON FOUNDATION MASTER PLAN Approval: CR 7/15/04. OK. SEE ATTACHED SHEETS •(~~jO Approval : DFB Occupancy : R-3 Walls : Roof : Stories : Residentiai Units : 1 Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28I2005 Approval : OKIKS Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5I25I2005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OK/KS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject lo the laws of the State of Colorado antl to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any olher applicable ordinances of the City. (2) This pemit shall expire it (A) the work authorized Is not commenced within sixty (60) days from issue date or (B) ihe builtling aulhorized is suspended or abandoned for a period of 120 days. (3) If this pemit expires, a new pemit may be acquired for a fce of one-half the amount nortnally required, provided no changes have been or will be matle in the onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the naturel Flow of water causing a dreinage problem. (5) Contrecbr shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wriHen approval on inspection card before proceetliing with successive phases of (6) The issuance of a p ~e a val of drawin s specifications shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of t co or an ot nance, 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 PERMIT APPLICATION Date Applicant: AM1~tPA Phone # V~` L{rv(.,' LocationofConstruction: S318 A~~LSa.~I Sr2~~T- Purpose of Construction: 5..~~~ F•r.•+~~d ,P~s~a~~ Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVLEW FEES Development Review Processing Fee: $100.00 $ o•co (for dceumem processing) Single Family Residence Review Fee: $50.00 S 50 , o0 (for review of appliqble technical documerts) CommerciallMutti-Family ReNiew Fee: •(for review of existing technical documeMS) S 100.00 S •(for review of technical documents for construction in Rightof-Way, Final Drainage Report, and Erosion ConVOI Plan) $500.00 b S CDO'f Access Pemut Fee: $100.00 (for documem application and pracessing) Traffic Impad Study Review Fee: $100.00 S (for documem review and processing) F7ood Plain Variance Review Fee: (for document revicN' and proe;essing) Class I Application: $300.00 $ Class I Publication/Notice N/A Class D Application $750.00 $ Class II Publiqtion/Notice $90.00 $ TOTAL REVIEW FEES (due at time of building permit issuance): $ o0 PLEASE NOTE THAT IN ADDTITON TO THE ABOVE FEES, TfERE VJII-L BE ADDI770NAL LICENS[NG AND PERMITTING FEES REQUIRED FOR CONSTRUCT70N OF AAMOVEMENTS WTfFIIN PUBLIC RIGHT-0F-WAY. SignatureofAppGcant Date 7' bL'/ Rw Ob03 oF wHE°r~ DPPARTMENT OF PUBLIC WORKS ~ -•l , ' BUlLD/NG PERMIT APPLICATiON REVIEW ~ t7j' Datc: 5772E~7- Location: 5316 Attention: Building Departmeflt i have reviewed the anached materials submitted in application for approval of a S~.✓Gt.E FAH~t-y ~ESiDE,vGC at the above rcfcrenced address Pleau note the summary commcnts bcbw. 1. ✓ Boundary Closurr. _ OK _ NW OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report neoded _ b. Drairwge plan tat nKeded c. Lot drainagdgading to be revitwed by Building Division ✓ d. Sitt drainagdgading provisiont have been reviewed and are: L-oz o vEP<o7- ✓ OK Na OK; refa to stipulations. 3. ✓ NPDES Permit Required: _ Yes ✓ No 4. ✓ Public lmprovcments: a. stron Qaving needed: Yes ✓ No b. curb and guttu needed: Yes ✓ No c. sidtwalk needed: Yes ✓ No d. svut lights neoded: Yes No C. storm sewer naded: Yes ✓ No f. Ietter of credit required: Yes ✓ No lf a letter of credit is requ'ved, for what improvements? z✓a Amount of Iener of aedit N/iY 5. ✓ Subdivisioo Agrxment required: Yes No 6, Devdopment Covenant requ'ved: _ Yes _ No If Yes, fa 7. ✓ Traffic impact analysis and repori roquired: Yes - ~ No 8. State Hig6way Access Pamit needed: Yes No 9. ✓ New rosdway or alley R.O.W. dedicaaon recommended: _ Yes ✓ No If yes, what is recommended7 10. ✓ All aeiuing dedicated rosdways/alleys meet the snidards of the City: ✓ Yes _ No If no, which do rat and wfiat is requested: i✓/it 1I. ✓ APPROVAL: The Public Wwks Dcpartment has rcviewed this requat and haeby giva iu approval, subject w the above andla attachod supulations. „~,~-.-i-~-~-~--- 7/s/o .1 Signnmre David F. Brossman. P.L.S. Dare 12. NO APPROVAL: The Public Works Department has rcviewed this request and does nor give iu approval tor the ieacons stated: Signature David F. Btaasman. P.L.S. Gate G+RA-D~Nb- GE~T~F~ciYr70~1 LE7TE.L° FRowt P.E. 13. ✓ Stipulaaoasanached: ✓ Yes _ No p~u.,et~ p,e~o,e Te rssu,r.~cs o~'G.o. 14. ✓ Summary Comments: ° dama to t►ie ezisUnt Public lmnrovemrnts u a result of this consuvction is to --psirod to rtrca Cin swduds bv the Permii Auolicaeq orior to the issuance of Nc Catificate of Occupancv A Ihsina¢e C.ertificaOOn Lena is roauired orior to tbe isswnce of the Catificau of Occuoancv. COMMUNITY DEVECAPMENT DEPARTMENT BUII.DWGTNSPECTTONLINE.303-23a-5933 CITY OF WFTEAT RIDGE 7500 WPST 29TH AVENUE WHEAT RIDGEy CO 80033 -(303-235-2855) A AHi IP. A~3' Properry Owner: 00- (Dct'~{. Pmpcity Addreu: 5311 UJJtiO(1~ ~ Conuactor Liccnse No.: '7 't 2- -7q Company ,--71- c Huilding Permit Number bau: Pbone ! 303 - Ck66 G~31 Phone:(3C3" OINTEP/C0NiluC7pR SIGtiATUNE OF NUER$7qNDlf:G.VUO AGREEMENT 1 hcrcby certily rnai the zetbxk Aist~a yfopaseA by this ptrmil opplication ue utcuratC, •nd dOna vieiote applicabk aadinvnecF rvks pt reaulations NthcCityof Wliwt Ridge ar cavaunts, ascmaaa amaictions of raad: thet aII ~ts:ho W n. and aikgation c madr arc accurat<: that 1 hevc rad anA aqu w wide 6y sn ~didon+ w;ntea ~ w:a aypNcatim and thai 1nasume PoU roponsibiliry fin emmpiianct with ft WLai Ridgt 9uilding Code (U_S.C) and alI aher applicabk Whnt Ridge Ord'm~s, f« vqtk undef this pamit. j n 7 Conswciion Value:~ Permit Fee:$ /d'ClG . P1en Rcvicw Feo:$ /SC' e ` Use Tax:$ TO(2l:$ ~ /Sa co DESCItIPT10N: -7 Gq - J~ l,A..L_TQti.lt'~ ~C~ir"u~-~~ Q^^ `&Szqiati (J HU1Lni1VG DEPAR7MENT USE ONLY ZQHINp COMMlNT3:~~~/// Approval:~ 1 YD zonmg, flzD aUILoura Correwra: IrJP~ Approval: 2 /DGf~YtGt ~ AVsYC WOM(i COMMCMS: Q~~ FJ npprovei: ay Occupancy: Wal1s: Roof: Stories: SIC: Sq.F[.: ~ L ' ( ,y < s ~ Raidential Units: t Electrical T,iccnse No: f 2'`0 CompartiY --F,J.U'at~ f / U Plumbing Liceese No: 1 913~y Mudanical Licrnse Na (~711 O Conpany: g n . Company. AQ`GA~ ~ ~ tti-~.t.~~ Eap'uation Date: Fxpiraaon Date: Expiratioa Date: Approval; APProvat App`owaL• (l) Th:sPm+.aw'asiuuWUaaardaneevnEdK Yro.idws~ krtin ywr+pPlic;men...d'usx6jsl 41pchwcofdw SaeafCdadoWm'he 7a.m; Rejalaowu ana ewtiNt Codu d When Rid;e, Cdaado aMy 011wipp6K" afimvKea d tEe CSy. U) TL'npmnwtlutl<.pireif(w)irtwork+aApiudiseaeommpKedWWies6f)(bQ)drysfromitfuemka(8lmebuiWiog~YdqrittEiswipodeda ~doned fa a pened nf 120Lys. lJi If'his pcnub upircy, a rew pami~ wr Ee -9uirad far a f« olo"Julf tl.e +naum nomup> iuquilW, pro.ided oo chmges Wv<ban m w-iI1De n.ade d~e ai~WW Vlw aed fpec+ficdwaa and rY y~emiw a abwduwol Ma oa e~edrd we U) Ifc6~ay~c Wrc 6«. w ilauye.a:o~ w obeApupcW cacead+aoe (1) yw. (utl hes 9uY beqiq (Or a ~ pvmk (4) Ko-wkMapwwcW+nDsdox<aNwW cL.npOwwavalfMo~~~ki~wtietaA+:y~Kpo64m. lfJ Cmtanall.tleouN9s&dOiMlaQecr+^w~Y'fm(2~)bcsioWnnte(otaB:.~pp~sud~FuB+~ceivcWfioeaWwc.~lwirtspecwoord befare orouaAo; wN sucemti.<pLaw attlw jo►. 16) Theiu~oacedapadiaor6.aw~dN' ~pai:ficin6onAatl`alemacvuedN6eapensilTar.eoru+pwa'ddm7r.da:mafde pro ''a ~ ada w my a x4d.noa Chl ff( mQ liLS(1CCtOf ZO' IZ:SI b00L 61 adtl LS8ZS£7£0£:XLOJ md '8 JNINNkild QY o# Whdt Rfdge Depatrrnrc d Pubic Wwft DEPARTMENT OP PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 711516,V ADDRESS 5310" Deaz Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construcUOn) to an acceptable condivon, 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 improvemenu at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2,-.A-4A"""d-0~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 IZeussed 25' Residential Worksheet (SF/Dualex) Submittal requirements: Copy of Deed 1?r~ Site Plan (to scale) F~f Elevarions El Address: 5316 Nt(Sat Sf 4 • zo8i • At t2~ Zoning: W0 Use: QES I,ot Size: $400 sq. ft. Lot Width: Property in the flood plain? N 0 'lO ft. Maximum Lot Coverage: 40 % Proposed Improvements: House: ZV69~ sq. ft. Addition to House: sq. ft. *Shed: sq.ft. Detached Garage: sq. ft. Proposed L.ot Coverage: (Total) Required Setbacks: FR Z-O Provided Setbacks: FR 2 S 33bo sq. ft. Exisring Improvement(s): House: sq. ft. Shed: sq.ft. Detached Gazage: Other: 32. °J aro S l. 52 $ ~•S sq. ft. 2 VgaS' ~ sq. ft. R lv S 1 O• S S l O. s R 30. Z sq. ft. Maximum Height 3s ft. Maximum Size: la (w0 sq. ft. Proposed Height: MtLt~ ft. Proposed Size: 'Z 6 gb' ~ sq. ft. Access Notes For one and two-family dwdlings, the first 25' of driveway azea from the existing edge of pavement into the site shall be suA'aced with coacretq asphalt, brick pavers or similaz aaterials. 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 distcicts, curb cuts shall bc at least 10 feet and not aare than 24 feet in width. One and two-family dwellings may 6ave 6orseshoe driveways, provided that the strcet accesses aze at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is persnitted 'Metal sheds in excess of 120 s.f. not allowed. Laodscaoina Notes For one-and two-family dwellings, onc tree for every 70 feet of street frontage is required. 1000/o of the front yard and 25% of the enarc lot must be landscaped prior to issuance of C.O. Street trees requved: . Street trees provided: ~ ~ Infornlation .ToBuild On Englneer/ng • Consufdng • Testlng Ivlelody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Sununary Report of the Geotechnical Evaluation for 5318 Nelson Street, Lot 9, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundadon Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch l, 2004 2. "A Guide to Sweiling 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 neaz the anticipated center of the subject residence. The boring was advanced to a total depth of 21 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 21 feet of overburden soils consisting of fill and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILSBEDROCK 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 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 9, Block 1 FOUNDATION RECOMMENDATIONS Job No.532-35120 March 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or 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 evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors are also recommended in basement 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 area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of vazious items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floar system on this lot have been judged to be in the low risk category. As a result, a slab-on-arade 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 cosmetically desirable, they aze generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are 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 constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade e]ements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 9, Block 1 Job No. 532-35120 March 1, 2004 Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction 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 ail slab-on-grade construction. These details will not reduce the amount of slab movement, but aze intended to reduce potenrial damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be lazgely controlled by proper and responsible homeowner maintenance and irrigation practices. 1. Slabs should be sepazated from all exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A muumum 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 aze presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could exceed the parfition void space recommended above. These void spaces are not intended to anlicipate 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 bv dze homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed m 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 patio and /or porch improvements. 5. Isolarion of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended around all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Ina Job No. 532-35120 Skyline Estates, Filing No. 3 Mazch 1, 2004 Lot 9, Block 1 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a 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 ptupose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade azeas. The 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 control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minnnum 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 a11 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 posirive slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walis. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particular care 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 vegetaYion that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, lnc. Skyline Estates, Filing No. 3 Lot 9, Block ] ]ob No. 532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior slabs. These azeas should be underlain with polyethylene or geotex$le fabric. To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative areas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with gcass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkier system water lines should not be installed next to foundarion walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundarion walls. Where pracricable, main sprinkler lines, zone control boxes, and drains should be conshucted at least 10 feet from the foundation walls. Lawn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that aze different from those anticipated at the time of this writing. If significandy 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. ~ ~ Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There are risks associated with construction on, and living in azeas 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 wili occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjecrive, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately Irnown or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and 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 location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, surface topography, previous and futwe 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 considerab]e experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"siab 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-grade performance. Altttough the results of laboratory swell testing to determine 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 aze 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 Industnes, Inc Page 1 of 3 March 1, 2004 In an effort to provide some uniformity in terminology and provide a relarive correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations". The risk categories developed by CAGE aze reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell 500 sf Surchaz e) Representative* Percent Swell (1000 sf Surchat e Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characteristics of the soiis 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 areas with expansive soils will occur over time regardless of the performance risk category judged to be representative of a given site or azea. 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 azea 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 slab performance included a maximum crack height of 1/4 inch, a maximum crack width of 1/4 inch, and a maacimum differential elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service lndustries, Ine. Paee 2 of 3 March 1, 2004 Basement Floor Slab Performance ~ ~ 60 m 50 x ~ 40 W o ~ 30 y ~ 20 = a 10 o N 0 ° Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as structural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There aze other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases aze not the best option. Based upon the combined experience of iYs members, CAGE advocates the use of 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 potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present rime, heaving of concrete flat work such as driveways, patios, gazage floors, etc. cannot be precluded using readily available construction teclmology within practical, cost effective limits. Professional Service Industries, lnc. Page 3 of 3 March 1, 2004 ~ Spike as required Partition I ~ for stability ~ t~ Molding, nail at bottom onb~N~ void Space Drilled hole Concrete slab 111=~~~~~,~~,;, ll~_ Wood 2 x 4, nail to slab NO%i Infornzation VOID SPACE DETAIL FOR L/""~'~ ToBuildOn PARTITIONS ON SLABS Englneering • Consutting • Testlng EXHIBIT U Brick or siding 5' Minimum Frame Rock or bark area sith donnspout Watl extended beyond edging Sod I 1.=1 I I._~ ~ i, • • ~ Foundation Wall Perforated edging or equivalent to alloe release of water trom rock or bark area Maintain minimum alope of 107: away from foundation Minimum 8 Mil Polyethylene or Geotextile Fabric sloped away from Poundation under edging to top of grass ~M~~ Information RECOMMENDED LANDSCAPING LI~"'~ .ToBuildOn PROCEDURES Eng/neeifng • ConsuWng • TesHng EXHIBIT C+ P LOT P LA N FOR W MELODY HOMES.C. LOT g , BLOCK 1, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5318 NELSON STREET NO0°24"26 10' U.E. ~ N N ~N I~o~ o ~ Iozo I I~ I I ~ lll ol j bolo, ~ I I ~ I L; I ~ ~ I41.9 I 'un II„ II ~ Ip i .s ~IO I~ I~~I fV N J O ~ L 10' U SETBACK LOT 9 8,400 sf. ~ - z~ 26. - vi I 10 P i i00 ~ r` N CRAWL I ~ ~ _10.7'7 ~I I I NI I ~I I ^I I ' L-- ~ 2.9' .I 3 CAR ol GARAGE r+l as_o i ~ N V _ sz.r TOG = 43.0 TOF = 43.7 2087 BSMT GARDEN LVL I~ IW ~ ~ Irn Iw I ~ I IF~ I 18 I I~ I~ I I~ i~ I I I I II d' E L 10I5' oNS I Lz.o' PORCN ~ I I N J 0 - ~ lo I~ ---Jr O N M I wl :D Uol L 10' L 41.05 00° 13" 1 1" W /U. U 40.13 f NELSON STREET GENERAL NO1E5 1. THIS PLOT PLAN DOES NOT SHOW LOCPTION OF YIiNDOW NELLS. FOR THEIR LOCATION SEE SiRUCTURAL ENGWEERED PLANS. 2. DIMENSIONS SHOWN AROVND THE PERIMETER OF THE STFUCiURE ARE TO iHE E%TERIOR FOUNDA710N CORNERS. 3, PROVIDE AND MPINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REOUIREMENTS. (0.55 MINIMUM SLOPE FOR CONCRETE PANS.) 6. THIS PLOT PLAN SHOWS PROPOSEO IMPROVEMENTS ONLY. FINAI. CONSTRUCTION MAY VARY. 5. FOR OUESTIONS REGPRDING THE FOUNDFTION DURING E%CAVAnON, FORM SETTING, AND HOUSE CONSTRUCTION REFER i0 THE ENGWEERED FOUNDAiION PLANS. INFO STAKE: MODEL 2087 LH 3 CAR ELEV. A LOT AREA (S.F.) = 8,400 HOUSE AREA (S.F.) = 2889.3 COVERAGE= 34.4% BLDG. HEIGHT= 79.9' AVG. BLDG. HEIGHT= 14.9' AVG. F.G.= 43,p & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK Lt~trvu: UUUTILITY PEDESTALS ~ Z CHECK FORMS BEFORE POURING OTICE REQUIRED WATER SERVICE Ie=PROPERTY LINE 0:: 48 HOUR N O OO SANITARY SEWER SERVICE B W BRON ~ Z ° 2' STnGGER REOUIRED OF T ALK OW= LIGHT POLE 0 0 Z U NCHES/ TRI-LVL ~ 40% LOT CO RAGE FOR f[=FLOW LINE ~~FIRE HYDRANT EASEMEN V E RA T QMELODY HOMES C^LL UTIuTM NOTIFICATION MINIMUM SETBACKS: ScALE: 1°=20' INC. 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A ~o ~ e~ac~ou~r _ ~ - HAUNCH FOR TOP OF' NAUNCH TO NHTa TUP ~F NAU C „ BEAM. 8E FLUSH WITH T4P BE 8 BE~.OW T~P x F ~ ~ ~ 2- 4 X 5--0 WALL. ~ ~ 4F WALL. ~ 0 AB EDG~ ~ i TIJRN SL BRACE WALLS • DOWN TO NAUNCH B~FORE ~ a AS R~QUIRED, ~ BACKFILLING. z 0 r I ; ~ i~ ~ r~R . 2- 4 SIZE VARIES ~ z PER P4RCH f _ ~ 2-- 4 51Z~ VARIES x ~ ~ 1 ~ ~ 4 t PER PORCN ~ XPANSl~N ANGI.E E r JOINT, ~[i ~ t 1 t , SEE SECTION 1 FOR D~TAILS. { f i ~s- I ~ ~ Pa~.YEi~HYLEN~ POI~YE~'HYLENE I ~ ~ ~ ~ e 4n~~ " Y'~ F SE~ SECTION 1 ~ TAiI~S. VOID B~Y~N~, SEE FOR D~ V~ip BEY~ND, SEE SEE i } tY ~ ~ PLAN FOR l.~}CATI4N. PLAN F~R L.~GA~'ION, PLAN BEAR ON UNDISTURBED ic , , ~ sai~.. a~ ~ , N ~ LJ / i i. -i ~v~ a~ ~o~c~. o~ ~o~c~ H~4UNCH AT E HAk1NCH AT' MIDDLE Y i _ : i - .3 i ~f ~ ~ • I t - 1~ + + 1 ~ T~ ~ ~ _ " " ~r... / j Y~,._~ - r _ ~ . O" ~ dt_CIOf 1 IAIf"11 4 t- ~ 2x6 P~ATE W MIN. ° ~ W i ~~vui ~ A HOR ~ ~ C~ a ~ ~ (~QC ~IVUi~n ~ I....~ ~ ~...r~, i u~1 TYPI~AL. s~ I~QCATION, N A ~ ~ ~ ~ 2-1 2~ AN~ 5 MINe o0 SS, ~ 1 C7 CC~ BOLTS TO ~UTTRE I i' * I q ~ 30 ~T~~ ~ ~ ~ _ ~ ~ ~ .a ~ N PAD » > „ ~ ~ ~ ~ ~Ag'~5~~~ / K1' wry(~ ~ ~ ~'J ~ W 41/ , 26 X 2 X 1~ TNIC~ , ~ ~ W 3- 5 EA. WAY gQT. ~ ~ ~ , C~ TOP AND BOT. _ ~QNT. R~INF. I ~ ~ C~ ~ ~ m ~ ~ ~ ~ n 1 1 2 C~EAR ~ ~n~~~,i-r r ~ _ _ l C 'C-. T~ l . + ~ ~ I r c,n ~ ~ ~ ~ 3'-10"~ BL4CK Ot1T ~ ~ ~ ~ 2- 4 X I ~ AS SNQWN. BUTTRE~S # ~ FOR B~AM, 1'--6" ~ r ~ ~w 1 EACN FAC~1 p~ ° 1 R w I ~.~-~4 X ~ ~ ~ ~ ~ ~ ~ w~ 5EE S~C~IQ~i 1 ON SHEET S-2 ~ C.~ ° ~ I FOR VERTICAL AND HQ~IZ4NTAL ~ w f } w N ~ WALL RElN~`QRCING, fF REQUIRED. co b l ~ w ( ~ ~ , _ ? M ~ ~~~w' l'~' ""'~w~.°°~' / i ( ~ fl ~ 4 x N~ov~~s ~ s o.c. # ; , ~ ~ ~ _ 10" ~ ~ I AT~ DIRECTI~N ALTERN !N FOQTING. ~ ~F LEG ~ ► , . Y~ ' . I ~ 1 1 2 CLEAR ~ 0 0 ! l ~ A ~~T~ TF i ~ ~or~~ - ~ ~ AS SH4WN, ~LA~. 2 4 X , n S~ u ~ 4 -4 1 ~AGN FAGE ,r , oi~ I I ,~I~ ; ~ _ ; - SEE S~CTION 1 ~ v ~'+~R DETAILS, ~y d ; ~ f 1 11 I I _ _ f BUT~RES~ CQNSTRUCT!(~N + ~ K-~ . PLANS F~F 1, SEE ARCH N AT RIGHT F 2. ~EE PLA NEET S-2 FOR 3. SEE S : ti L! . R_ . . _ `rn _ ~L L 6 ~ 'r' r ~ s~ i . I Y` '1 . _ ± " - ' '~4__... - l l~ / r . ~ ~ ~ ~ t E_ 1 ~ 1 ,.F i 7 ~ . ~ s i,t ~ ` T , i F . G ~ - J ~L~ ~ f iy ~ I ~ ,j ; f. - ~ ; ''ri - ~ i ; ~ ~ L 14'-10' FUR BRICK RETURNS GREATER r » » 1, 2. _ 2.. I , L ' v I! / L 1 b _,5 ~ l ~ ; ~ ~ , . ~ ~ » rj. TNAN 2-0 USE 1/2 0 ANCHOQ , ' -Q„ 1? O.C. MAX. SEE ARCNS. BOLTS @ 24 ~ N A R Ru'o~ W S 1. SEE ARCH. PLANS FOR DETAILS. 2. SEE SNEET S-2 FOR SECTIONS, DET . „ - _ r » 4~ -0 r ~ n - 26 -4 22 S ~ ~t ~ ! 31 ~f ~ ~ ~ » 49 - 0 ! ~ V 1 f! r 3. ~ ~ s + ► ti ~ ~t 7 -fi 22 - 8 2fi 4 ' p ► » ~ r~ ~ 7 4 7 4-~ I , > , „ 15 -5 1 2 7 1 fl 1~ 10 1 2 ~ 7 6 I J _ ~ . ~ SIM, 4 w wM ~16~1 ~ , , ~ I 2 -Q 1 ► r_ 1 0 4-4 7 4 1 8 ' i` . . fi~IY1. . . . . . . V ~ f _ + 1 ! i w ~ f! ~ ~ ~ i I AT S 2X PLATE OCATION IND C E BACKFIL CRAV~ VI 1 2~ X 10 LONG ANCHOR PRO DE , ~ w ~ /^y w \~.~J ~ I HI 4 -C T~ W T T 4-0 O.C. NLESS NOTED B~L S C~ ~J ~ , F FOU DATIU~ ~ 0 ~ ~ ~ ^ N TNERWISE QN SECT~~N 1 SNEET S 2. 0 2 9 a 8 CD sa ~ EMBED ~QLTS MINIM~M 7 INTO I ~ INDICATES PLATE I.OCATI . ON aa ~ ~ e~ ~ CONCRETE. PROVI~E ~IINIMUM 2 ~ ~ ~ PR~VIDE 1 2 ~ ANCH OR BOLTS ► AT 4 --0 O.C. MB E ED BO~T S 2 _ ~y3, - BnLTS PER SILL PLA~TE PIECE r OLT ~OCAT ITHIN ~ WITH 1 B W a ir a r~ ~s M1N, ? INTQ C~~IC. P R~VIDE 8 2 -9 c~ ~ 12 QF EA~M END WALL OR ~ « + I MIN. 2 BOLTS PER WA L~. WI TI~ 1 ^ w ~ BOI.T " N ~ SILL P'I~ATE PIECE. T~ICAL. c~ 1 LOCATED WITHI~J 12 OF w w ~ ~ w ~ EAGH END. TYPlCAL 0 I t # I S~ ~ F[ i I ~ ~ ~ ~ c ~ ~ ~ I r` ~ STE BOT, OF r-- , „ t-- _ ~ : - „ A ADJ. 3~11 G UGE ~ FDN 4 ~ w ~ STEEL. PIPE C~~.UMN. ~ C""' E x _ ~ STE TOP aF ! „ _ a ~ ~ 3 ~ 11 GA U~E ADJ. FDN 4-~ I ~ STEEL PIPE COL.UMN. ~ f_~ e ~ ~ PAD ~ ~-1 SEE SNEET S » f u ~ STE TOP ~F ~ ~ ~ 2f X 2 ~ 10 THICK FaR DETAILS. - A. T, ' W 3 5 E UVAY B~ 1 ft rri ~ _ W FDN I z Q ~ w r{- w y ~r PAD ;f c.a BEAR CQLI~f~~ DIRECTLY u~ I SEE SNEET - S1 ~ ~ 26 X 26 X 10 THICK ~ ; , O~J CAlSSON ~R PAQ, N4 x CONNECTION RE UIRED TO W 3- 5 EA. WAY BOT. ' z Q N ~ * ~ ~e CAISS~N OR PAD. I 0 c~ ~ ~ , ~ ~ BEAR CO~UMN DIRECTL.Y _ ~n UN CAISSON OR PAD. NO ~ ~ ~ x CONNECTIQN RE UIR ED TO oa * ~ ~ ~ w ~t- 1Q ~ CAISSON dR PAD. cv J t> t ~ 10-~ 512 t n 1~-2 1 2 ~ I`` ~a : r~ r~t~ ~ ~ ~ ~ ~ G ~ G ~ ~ 1 , , ~ r ~ >a « s » t 9s a » ~ ~ t ~ 3 -8 4 4 -0 3 ~ 3 -8 4 D 3-8 , ~ ~ w w ~ ~ ~ ~r ~ ~ ~ ~ . w ~ V1 - ^ ~ ~ ~ h A ~ A ~ w - ~ ^ ~ ~ ~ ~ 3 ~ ~ A ~ ~ ~ * I ,~y w q ~ ~ ~ ~ VrI \wf ~ ~ ~ o ~ Y r ~ w ~ ~ ~ ~ ~ ~ J fi ~~ry ~ ~ J ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ w w t Y ~ f ~ T~ ~ ~ T"""' ~ ~C ~ ~ Af~ \rI A w ~ w ~ w 4../ ~ ~ ~ ~ ~ ~ ~ ~ w ~ ~ w w ~ q(~y w ti.1.d ~ ~ w ~ ~ np~ R g~ ~ ~ p ~ ~ ~e ( ~ w . W . ~t I - S'- ^ ~ ~ ~ ~ ~ ~ ~ h ~ F- ~ ^ 1 ~ ~ ~ ~ A~y V / rn ~ ~ ~ ~ ~ ~ STEP T~~ OF 7.~~ . f STEP TOP OF" w r. , ~ FDN. 4 a ~ FDN. 4--a I _ , ~ STEP BC~~ F pa 1 ' w ~ N 1 ~ STEP BOT. OF , c~ ~ ~ ~DN, 4 t ~ ~ ~ ~ sa FDN. 4 ~ A A h _~J ~ ~ a~ I c~ A u_ _Y ~M[ ~ ~ rV o ~ ~ N ~ I wi^~~ * ^ • ^ F ~ \r~ ~ ~ +~+wiw..+...r~ ~ w ~ ~ CGNCRETE 1~ COPJCRETE HAUNCN ~ AT ~ ~ t}PT. ST001 ^ ~ t ~ , ~ ~ ~n ~ ~ Q~T, ST40P ~ ~N LY. ~ ~ ~ ~ a~ t » ~ r~ » ~ ~ 3~4 0 1 7 1 1 * ~4TCH FDP ~ ` ' 1 0 1 7 1 ---0 3 4 ^ » r- NOTGH FDN, 8 MAX. ~ FQ I 4 9J 1 )f D~OR 8c M 2 8 '9 -4 s r> >r e i~ r: « 2-11 8 9~-4 ~~4R 8c MAINTAIN 4 2 MIN, r~ L ~ BTWN. R~VI OPT. DQO~ . BTWN, RO~1S OF REINF . w ~ h QPT. D4~R QNLY ~ ~ ~ ~ w w \ ~ w ~ W ~ * w r ~ ~ I ~ r ~ I h # ~ ~ ~ ~ ~ w ~ tr- ~ ~ ~ i ~ ~ ~ 9 ~ 3 ~ ~r ~ ? i! ! it ~ ~ ~ ~ 1f - = i . . ~ 3C~ FTG. 16 3V 1 1 Ve w ~ pt 1fi FT~:-TYPICAI~ I ~ ~ UP ~ UN~.E~S NOTEQ ~ w ` ~ « ~ w ~ w A T ~ ~ w N 4 C4NC. SLAB flN GRC l ~ ^ il ~ ~ ~ ~"r ~ ~ ~ W8X18 F~.USH ~ ~ 4 CQNC. SLAB ON GR~UN~ W8X1 S Fi~USH ~ ~ _ _ ~ _ ~ I ~ 1 f~ 1 ~ I c~ I * ~ ~ ^ ~ r~ 4 -0 f~JDICATES PLACEM ~ / I P,-~ ~ ~ c~ INDICATE~ PLACEMENT ~F V i ~ OD w ~ w 1 MATERIAL UNDER ~v SEAL VaID WITH P~ k ~ MATERIAL UNDER GRA a DE B~AM. ~ ~ ~ ~ r t ~ SEAL V~ID WITN P~ I~Y. T~'PICAL, ~ o~ ~ L i t_ ~ ~ I ~ w f ~ ~ o ~ ~ ~ ~ w ~L ~ I trn A A 4 V V T H FDN. 12 lu STEP F NU C ~OT, ~ , „ ~t N '~,,e a: <C STEP BOT. OF N T ~ CH F~IU~ 12 MAX. FaR i DOOR & MAINTAIN F~N, 4 0 ~ ~ aa A4 • F~~. 4 ~ > DOOR 8c MAINTAiN 16 MIN. ~ BTWN. R4WS OF R ~ w ~ ~ BTWN. R ~WS QF RECN~o _a a J ~ ~ ~ w t ~ 1 i , w * ~ ~ ~ { ~ _ , ii k ri=r"_~ ~ , ' w ~ i d- d- Z S i ~ ~ I ~ A ~ I " , ~ . f ~ ~ ~ r ~ r~ I ~ ~  ~ ~ w Q ~ ~ 'ti.~ ! I t_ V(\ L._ V. L_.! f/ V Y l..! ~ ~ N ~ M ~ wh U I+ JOB NO.8305840 NOTES: ogs 14---jd " „ DEPRE SED BRICKLEDGEe 4 X 1Q 1. FOUNDATION WALLS TO BE 8" THICK l1NLESS NOTED 4TN ERWISE. 4f> X 1011 DEPRE SED BRICK LEDGE, COM P lJ TER FILE- 1-8}p P- 8 ►t 4 ► 0t► 2. PROVfDE A V01D SF'ACE ABOVE OR BELOW PARTITIONS OVER SLAB QN ~ 1 83 4 Ft 16 f -aN GROUNQ. DRYWALL OR PANEC.ING TQ BE APPLIED Ta ALLQW VERTICAL 3 0_81r q.>_g>r 3 a_8rr 16 >-0n 4 a 0ar M - 2087AC---SK3F- r ~ 1f-1 0 1 /2" 16 >-3>) r? MOVEMENT AT TOP QR BaTT4M° CQVER WITH MOULDING. SEE QETAIL 1, V-10 1 2 ~ a 1-14 1 2 tr p_3~, 1t_10 12r► 16 3. WRAP STEEL PIPE C4LUMNS AND UTILITY LINE5 WITH 3 LA YERS UF 30 LB. FELT WNERE THEY PASS THRU SLAB. ..1 ~ SH{((",^,,^" ~ ET NO. xtr ~ , . . 12 '--o)1 20 !-of9 4. GRUl1T BEAM POCKETS SOl.ID AFTER BEAM IS SET . 12 !-0f1 20 d-o$_ Ti's ~ hV~ g kyl' ~T 1!'.~ 5. PROVIDE REINFDRCING AROUND DEEP BASEMENT WiNDOWS A S 5HOWN ,ARL)EN LEVEL ON DETAiL 2. T A N D A R L DO"*' 5"Ts.~~ 3 s r` :E TANL)EM GANAGE 0 P T ~ N TANDEM G A R A P T 10 11 _ 1,., I1 1, SEE ARCH. PLANS FOR DETAILS, ~ 1/411 _ 1- li 1. SEE ARCH. PLANS FQR DETAILS. OF AM..... TE FaUNDATION. T S-1 F4R COMPLE 2. SEE SHEE 2, SEE SHEET S-1 FOR COMPLE TE FOUNDATCON. 3, SEE SHEET 5--2 FOR r~ RAL NflTES. ETAILS & GENE 3. S EE SHEET S -2 FUR SECTlaNS, D SECTIONS► DETAILS 8c GENERAL NOTES. ~ s . ~ ~ - - I I ~ . ~ ~ ~ -I......._ ~ X PLATE ~N TQP ~F BEAM. 2 D~UBLE 2X PLATEs DETAIL AT RIGHT F~R PLATE SEE PO~KET PLA~EME~T AND BEAM - - ~ ~ =t I~ITH DOUBL.E PLATE, F U aATI~}N ON 8 i ~ WAL~. 2- 4 T~P ~C B4T. x u~ • i- _ e.*~ u ~n:j-.l^* T~P 8c B 0 T. JI~C~US, CONTINU~US. .i,_ t+~• ~ 4' 1~." ~ ~ ~ ~j ~ AS SHQWN. . ~ ~ r-~ ~ ~ , ,-a~ Y `,F~ F°A~':F'1 - - - - - . BRACE V~A~~S BEF~RE ~ : ~ BACKFILUNG. ~ ~T ~ i ~T"~_ . . A i ! . + , r~ 1 ~M= ~ 5 i ~r ` F _ ~ SEPL N i r L~~ r'~~~ ~ 0 ANGLE EXPANSION JOINT. I i _ . - f L{ ~ ~ ] i ~ 4 CQNC. ~LA~ ON ~1N~I~TURBED f "r~ _ ' S~II~ ~R ~OMPACTE~ FILL. - w ~ SCQRE JafNTS lN SLAB AT - _ - t.~ . a- ~ I I~ w MAX. 2U4 S. FT. AREAS, ~ S - i v=~._. o T ~ y ° - ~ w ~ w ~ d ~ d ~ • t~ O z . ~ s i..~ ' ~ u~ w ~ j:. I 4~ 1 i 'z ~ z ~ ~ ~ f J ~ ~t ~ ~ ~ f ~ ~ w ~ E =A z. i ! . Od W l l > » _4 PROV{DE 4 X 1-~ D~WE~.~ .y . : sr 2-~ p.C. MAX. MIN. 2 - - ~r+ ~ - i F- „ DOWELS PER PAD 4 VOII~ BEYC~ND SEE ► PaLY. SEE ~ =•r ~LAN F~R LQCATIC~N. EE ~ BEAR ~N NATIVE 501LS PLAN ; 1 s S PLAN pR STRUCTURA~ FILL, . ~ SEE SOfL R~P~RT. 1 ~ L 1  VI\ .,~II\VVl4'1\!"1L i IL~.~ SEE SOIL R~PQRT, ~ ~ . , ~ ~ i ~ ~ ~1 #I I! 11 ~ 1_ fl H--~-~i ~ . _ e ~ ~ ~ ~ ~ ' N F R P RIMET~R I NG~NEER S RECQNlMENDATIQ S Q E REFER TO S4 LS E ~ ~ DRAIN SYSTEM IF RE+QUI~ED, ► ~ r~ ~ l.!___ N `r ~QUNTERFaRT CQN~TRE . ~ ~ ~ C,~ ~~N T. TOP ~ . `a.l r ~ r a. ~ 31 ~ 8 2- 4 T~P 8c B~T, , i ~~NTIN~I~US. E - EMBEa 2X8 ~R 2X10 C4P~TINU~I~S - - -o i r LEDGER V~ 2 R~~1S ~F ~~d FC}RMlN~ I~ F 0.~. 1 TQP ~C 1 ~QT. -o NA~I~,S C~ 12 c ~ 99 ~ ~ ~ (,__A._. ~ ~ ~ C~ SI~IPS~}N U210 I~A~I~ER BEAM POCKET F 1 ~ r~ ~TEE~ PIPE CO~UMN SEE PLAN. > _ ; ~ _ 1_ ~ 3 4 T~C G SUBFLQ~R FL40~ FRAMING NDT SM~W~J. ~ ~ " " „ PROVIDE BASE P~ATE 1~ X 4 X 6 ' u 7~~ _ _ BEAR BASE PLATE DIRECT~.Y ON BEAM. io ~ ~c ~i ii 'r i ~ A w ~ PLYWOOD SUBFLOOR SIMPS~N U210 HANG~R ~L~QR F~AMING-~ ~ L I~ =t s I " w ; ~ ryf"ti l.dS.l w ~ ~ w j I ~ A ~ ~ l. _ _ e~ t ~ ~x~o ~~oa~ ~oisT , ~EE PLAN 3 rr _ ( ~ , . GRADE AT AIR ~PACE F ~ i' ~}yir~' W ~ / - ! i ~ : ~ ~ ' ...~m.ww . f rre~ ~ ~ ~ , , ~ 5w~r ~ ~ Fwn. M f ~ V ~ ~ ~OL ~ SEE ~ FOR DETAILS, ~ , PO~Y. = SEE YON~ SEE 4 VOID BE ? PLAN E PL.AN P~AN F~~ LOGATIQN. BEAR ~N NATIVE SaIL~ 4 V(~f~ BEYOND SEE ~ a ~ ~ QR STREJCTURAL F{L1~, PLAN ~OR LC~CATI(~~. ~ SEE SOIL ~EP~RT. , ~ ~ ~ ~ 9 ~ ~ ~1 _ I1 ~ ' i f BEA~ T~ WALL CONNEGTION i` GARAGE ~ ~ ~ T~P RQW QF REINF~RG! MAKE TOP BARS CflNTIP r.l' ' INITN TQP BARS 1N BAS ~ ' ! WAL~, 2-G M1N. , ~ s~oaP ~L~~, FDN. WA~L ~ ~ ~ ~ i B4TTOM ~ ~ RE1NF. E ~ BASEME~ 1- ~ c~ I ` - a _ ~ ~ - HAUNCN ! r 1  F- SEE PLAN ` MIN p, r,, nt- L- I I \ vv I vI \ r,t- .a 1 1- 1- t- ~nM L L t/ v1 vr vr-\ m I t1 H3 f M H00 tAUt ~r I N TQ WALL. ~ ~ PIPE CQLUMNS SNALL CONFQRM TQ ASTM A53 GRA B r x I r- w i r-- r-N r°'~ r^► ~I A r,>^N ~ a - - sl...• ~ - ' i~ ~ ' ' ' f~~ _ TES Pl,ACEMENT( INDICA MATERIAL UNDER GRADE EMENT OF V01D I roA nc7 ocn►A - - : - D~ ~f C'4 ~ B. ADJUSTABLE PIP ~ E CQ~.~JMNS TO BE 11 GA. MINIMUM AC~,:,D ~ BE ~ PA • T!""" T1 P°°° A M I s .A .~n w i r. . ~ _ • . . s ~1 _ R~ . _ . 'i. SEAL VOID WITN POLYEI . Y ~ 2-4 X 2 ,_10,$ BOTTOM STEP IN FaUNC R w f"1 l.00 . ~ M ~ : ! ~ 1 1 EACH FACE 1 TYPICAL F i HAUNCH E A II I~ I1 L r. ~ , i t AT BOTTC ! ALTERNATE ~OLT ON HAUNCH BY QTHERS. CRAWL SP I f ~ . ~ f 1 i i i~ _r. , ~ ~ : ~ c t i ~ 3 ~ .7 r '