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Home My WebLink About5311 Nelson StreetINSPECTION 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: '�/r - j i ADDRESS: ` JOB CODE:` jE Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground I Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. F204 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 PERMITD/"��i 1>l� ADDRESS:.. ��;.��Y_� < _. `'� � �� JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 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. a 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: I O F W D Job Address: Z7 Permit Number: Q (-) ❑ No one available for inspection: Timer-,, q0 41" Re -Inspection required: YesValiforre-inspectionat303-234 'When corrections have been made -5933 Date: / (Inspector&A=1_11 i.IL_� J DO NOT REMOVE THIS NOTICE I 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: G° Job Address: 5:773)) 13l e�- Permit Number: r3 0 s -7 O 9 S -o ; R9 01 cce s s w "I f ia., a V F "I "A- . ❑ No one available for inspection: Time a= �i AM PM Re -Inspection required: �e No *When corrections have been made, call for re -inspection at 303-234-5933 Date: �) I3 /l Inspector: DO NOT REMOVE THIS NOTICE f C� .♦ f"��c , INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy,�Type Inspections will not be performed unless this card is posted on the project site. "Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Lath / Wall Tie Concrete Encased Ground (CEG) Rough Electric Foundation / P.E. Letter Rough Plumbing/Gas Line Do Not Pour Concrete Prior To Araproval Of The Above Insnections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Aaaroval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof 2� 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 53�� ti►z i�� S"0 no(':�3z..., INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plummng/:gas Line --------- ---- Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Z� Final Mechanical Roof Final Window/Doors Final Building NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Resid. Windows/Doors PERMIT - 201709501 PERMIT NO: 201709501 ISSUED: 12/08/2017 JOB ADDRESS: 5311 Nelson ST EXPIRES: 12/08/2018 JOB DESCRIPTION: Replace 4 windows with vinyl. *** CONTACTS *** OWNER (303)881-0128 SQUILLACE DALE R 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: 2,508.00 FEES Total Valuation 0.00 Use Tax 52.67 Permit Fee 93.35 ** TOTAL ** 146.02 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that l am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that 1 am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 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 OffiPial and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance_or re ulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heatMidge COMMUNITY DEVELOPMENT Building B Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Id, Plan/Permit # 1 '2;20 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: S311 toe_ 1 so n cStre �-f' Property Owner (please print): Dale Phone: 303• Fs$I •0ta� Property Owner Email: h/0... Mailing Address: (if different than property address) Address: of s C'_bav,r , City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor:t�ro�e'ssto-•als Contractors City License #: Phone: 090 Q(.. 9 Phone: 303 - a-71 • o i o o Contractor E-mail Address: /�Oow•; 0 rd* t ro For Plan Review Questions & Comments (please print): CONTACT NAME (please print): tiTe-(;C Evans Phone: .363. 5 S7 • a.o FS7 CONTACT EMAIL(p/ease print): (-Te f-F'('D_ r i i arts . co w, 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 XRESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION 7WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps R/l� 4 w,rJOUI-S w/yrrY Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $,:P,5a$ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ b a )- in, 'c=�) IN /"J��nu' S Contract - Detailed Pella Window and Door Showroom of Denver r/� a 4200 Carson Street Denver, CO 80239 Phone: (303) 371-3750 Fax: (303)371-4268 /b -Z�- (7 Sales Rep Name: Sales Rep Phone Sales Rep Fax: Sales Rep E -Mail Lammers, Don 303-808-7007 (303)350-5683 dlammers@peilacolorado.com Customer Information 10 ProjecUDelivery Address Order Information RJI Professionals, Inc. Squiilace • RJI Professionals Quote Name: 11012412017 13551 W. 43rd Drive 5311 Nelson St Order Number. 042 GOLDEN, CO 80403 Lot d Quote Number: 9139884 Primary Phone: (303) 2711559 WHEAT RIDGE, CO 80002 Order Type: Non -Installed Sales Mobile Phone: County: JEFFERSON Wall Depth: Fax Number: Owner Name: Payment Terms: Net 30 Days E -Mail: RJI Professionals, Inc. Tax Code: WH Contact Name: Owner Phone: (303) 2711559 Cust Delivery Date: None Quoted Date: 6/29/2017 Great Plains 9: 8500397 Contracted Date: Customer Number: 1006381995 Booked Date: Customer Account: 1001886411 Customer PO It: Line 0 Location: Attributes Vinyl Windows I Doors By Pella {W), Sliding Window Vent Right Fixed, 59.5 X 59.5, hem Price city Ext'd Price White /s $351.80 1 $351.80 Aijvt 1: 6060 Vent Right / Fixed Double Slider Frame Size: 59112 X 59 1/2 1 PK M General Information: Vinyl, Nail Fin, 2 11116", 1 7116", 1 114", No Sill Adapter Exterior Color/ Finish: White EWZ 1994 Interior Color I Finish: White Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White Screen: Half Screen Performance Information: Egress Meets Typical 5.7 sgft (E) (United States Only) Grille: GBG, No Custom Grille, 3/4' Contour, Traditional(OWOH), (2W2H) Wrapping Information: No Exterior Trim. No Interior Trim, Factory Applied, Pella Recommended Clearance, Perimeter Length = 238", Glazing Pressure = 55. Venting Width: Equal Rough Opening: 60' X 6D' For more information regarding the finishing, maintenance, service and warranty of all PeliaO products, visit the Pella® website at www.pella.com Printed on 10/24/2017 Contract - Detailed Page 1 of 9 Customer: RJI Professionals, Inc. Project Name: Squillace - RJI Professionas Order Number 042 Quote Number: 9139884 Lina« Location: Attributes 15 Vinyl Windows I Doors By Pella (W), Sliding Window Vent Right I Fixed, 59.25 X 47.25, Item Price aty Ext'd Price > White $351.70 1 $35170 lQ 1: Non -Standard SlzeNon-Standard Size Vent Right f Fixed Double Slider Frame Size: 59 114 X 47 114 General Information: Vinyl, Nail Fin, 2 11116", 1 7116', 1 1/4", No Sill Adapter i PKe Exterior Color I Finish: White -- 1994 Interior Color/Finish: White Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White Screen: Half Screen Performance Information: Egress Meets Typical 5.7 sgft (E) (United States Only) Grille: GBG, No Custom Grille, 3/4' Contour, Tradltional(OWOH), (2W2H) Wrapping Information: No Exterior Trim, No Interior Trim, Factory Applied, Pella Recommended Clearance, Perimeter Length = 213', Glazing Pressure = 55. Venting Width: Equal Rough Opening: 59 - 314' X 47 - 3/4' unet Location: Attributes 20 Vinyl Windows I Doors B y y Pella (VH), Sliding Window Vent Right 1 Fixed, 47.25 X 35.5, Item Price oty Ezrd Price White 5292.97 1 $292.97 n 1: Non -Standard size Vent Right 1 Fixed Double Slider A Frame Size: 47 114 X 35 112 General Information: Vinyl, Nail Fin, 2 11116', 1 7/16', 1 114', No Sill Adapter PKe Exterior Color l Finish: White 1994 Interior Color/ Finish: White Glass: Insulated Obscure Low -E Obscure Advanced Low -E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White Screen: Half Screen Performance Information: Egress Does not meet typical United States egress, but may comply with local code requirements Grille: No Grille, Wrapping Information: No Exterior Trim, No Interior Trim, Factory Applied, Pella Recommended Clearance, Perimeter Length = 166'. Glazing Pressure = 85. Venting Width: Equal Obscure Glass Style: Pattem62(Standard) Rough Opening: 47 - 3/4' X 36' For more infortnation regarding the finishing, maintenance, service and warranty of all Pella@ products, visit the Pella@ website at www.pella.com Printed on 10/2412017 Contract - Detailed Page 2 of 9 Customer: RJI Professionals, Inc. Project Name: Squillace - RJI Professionals Order Number: 042 Quote Number: 9139884 Une tt Location: Attributes 25 B Vinyl Windows I Doors y y Pella (VN), Sliding Window Vent Right I Fixed, 71.25 X 47.5, nem Price Qty Ext'd Price I vx White$414.24 1 SO4 24 1: Non -Standard SizeNon-Standard Size Vent Right / Fixed Double Slider 6001b , Frame Size: 71 114 X 47 112 TT PK N General Information: Vinyl, Nail Fin With Mullion Groove, 3 378', 1 7118', 1 15116', No Sill Adapter ._ _.. Exterior Color/ Finish: White 1994 Interior Color/ Finish: White Glass: Insulated Low -E Advanced Low -E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware options: Autol-ock, White Screen: Half Screen Performance Information: Egress Meets Typical 5.7 sqh (E) (United States Only) Grille: GBG, No Custom Grille, 314' Contour, Traditional(OWOH), (2W2H) Wrapping Information: No Exterior Trim, No Interior Tnm, Factory Applied, Pella Recommended Clearance, Perimeter Length = 238', Glazing Pressure = 45. Venting Width: Equal Rough Opening: 71 - 314' X 48' Line # Location: Attributes 30 S & H Tailgate Taxable - Std Shipping & Handling Taxable Z1 Item Price Qty Ext'd Price $215.00 1 $215.00 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Printed on 1012412017 Contract - Detailed Page 3 of 9 City of Wheat Ridge 6 Residential Mechanic PERMIT - 201706832 PERMIT NO: 201706832 ISSUED: 09/01/2017 JOB ADDRESS: 5311 Nelson ST EXPIRES: 09/01/2018 JOB DESCRIPTION: Permit to remove and replace existing water heater same location. 40KBTU 50 gallon *** CONTACTS *** OWNER (303)881-0128 SQUILLACE DALE R SUB (866)898-0008 Mariana Kitchukova 080021 Colorado Delta Mechanical 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: 1,100.00 FEES Hot Water Heater 40.00 Total Valuation 0.00 Use Tax 23.10 ** TOTAL ** 63.10 *** COMMENTS *** *** CONDITIONS *** 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am a_ uthorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am le ai°l° �aihorized to include all entities named within this document as parties to the work to be performed and�fat 1T—wo e r is disclosed in this document and/or its' yaccompan ing approved plans and specifications. T Signature WNE, 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 subdect 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 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 or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be, construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulafion o his jurisdiction Approval o work is subject to field inspection. uovt"' ; Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Z o r, JC 8 3Z - C I Ly of Date: �� Permit #: - T COMMUNITY DEVELOPMEN Building Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: ��5�>(1 STI P P h U g Uo `` Phone: Property Owner (please print): Mailing Address: (if different than property address) Address: City, State, Zip: Y Contractor: Co pr�b ��'� M�C�f1A�C.0.` Contractor License #: U6 a on -1 Phone: 8L0(0 " L092 "5213 Sub Contractors: Company Name: License #: Ex iration Date: Trade/Profession: Approval: Use of space (description):N construction Value' S Description of work: Plan Review (due at time ofsubmittal): $ Sq Ft./L Ft addad: q Squares _J0 BTU's —() Gallons Amps OWNERICONTRACTOR 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 Budding Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRF�NTAT � f (OWNER)r (CONTRATOR)� �CJt , .— SIGNATURE LL _ Date: PRINT NAME: �i DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY: BUILDING DEPARTMENT COMMENTS. Reviewer: BldgValuation: $ FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Credit Card Ppyment: se credit card listed on file. . Print name:. {2pl)ay ,Q�S ,,Lj a� Signature: i CITY OF WFEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y Job Address: 53 Permit Number: cz` 01 :j- 0 6� M. ❑ No one available for inspection: Time .v Re -Inspection required: Yes 3Nd When corrections have been made, call fort' at 303-234-5933 Date: -91a1 Inspector: X7 — DO NOT REMOVE THIS N TICE 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: i -o JobAddress: N C (-Sb,-j Permit Number: --) 0 � 166 - ❑ No one available for inspection: Time A /P Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 i Date: ( Inspector: pn,/ DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTTIIONOTICE Inspection Type: Job Address: 3 Nf�l Permit Number: -7 ❑ No one available for inspection: Tim WPM Re -Inspection required: s No` `When corrections have been made, call for re -inspection at 303 -234 - Date: ' Cj(117 Inspector:`�`� DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE' Inspection Type: Job Address: Permit Number: 7_50— V ❑ No one available for inspection: Time ACM7 Re -Inspection required: Yes No When corrections have been made, call for re -in ction at 303-2465954-593 � J Date:_7 q 1,4 f q� Inspector: s DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �_ J' I l % Job Address: q- ► I 11/-e )e- S4 - Permit 4Permit Number: i-7 r. -'C R L 5- ❑ No one available for inspection: Time Re -Inspection required: es' No When corrections have been made, call for re -inspection at 303-234- Date:- 9 /it/ Inspector: 7-b DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE— - _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Pt I i7 t?—�Ji 1 Job Address: ntzge i- 1= i G-fi, Permit Number: '201-7 ! 0- E60Qe ! K(N 11 ,RIF_ �1U y�4 0 afar 'CIa ❑ No one available for inspection: Time AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 3Q3-234-5933 i �,r" Date: � 3 Inspector: /' ,x. DO NOT REMOVE THIS NOTICE Iv City of Wheat Ridge Residential Roofing PERMIT - 201703965 PERMIT NO: 201703965 ISSUED: 07/13/2017 JOB ADDRESS: 5311 Nelson ST EXPIRES: 07/13/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles - 38 sq *** CONTACTS *** OWNER (303)881-0128 SQUILLACE DALE R 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: 11,400.00 FEES Total Valuation 0.00 Use Tax 239.40 Permit Fee 236.00 y'+k ** TOTAL ** 475.40' *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge r Residential Roofing PERMIT - 201703965 PERMIT NO: 201703965 ISSUED: 07/13/2017 JOB ADDRESS: 5311 Nelson ST EXPIRES: 07/13/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles - 38 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications= applicable building codes, and all ap�icable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property anam authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am all ut izd toinclude alI entities named within this document as parties to the work to be perormed and that all work to be perme is di losed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit 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 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 anmanner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holdy er 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 6. The issu ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co N r ani +-µ i t reg 1pti of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 2 d (70_� q6 S From: no-reply@ci.wheatridge.co.us Sent: Friday, June 30, 2017 10:49 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received 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 5311 Nelson Street Dale Squillace 3038810128 Field not completed. M 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 Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material naomi@rjipro.com No / CertainTeed Landmark Weathered Wood / MuleHide Weathered Wood Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 38 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No j Field not completed. TOTAL SQUARES of all 38 roofing material for this f project Provide additional detail Complete reroof sfr; 5/12 pitch; single -story here on the description of VA work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 11400 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 43RD DRIVE, UNIT CZ GOLDEN, COLORADO 80403 Where Quality and Service Are One! OFFICE: 303-271-0100, LICENSED AND INSURED FAX: 303-271-0200 ROOFINGL CONTRACTORS BBB ASSOCIATION RJI PROFESSIONALS, INC. M RIRIa6 CUSTOMER NAME(S) GUST MER PHONE NUMBER CUSTOMER BILLING STREET ADDRESS PROPERTY STREET ADDRESS (if different) ✓ Cuc�r� O'n CITY, STATE, ZIP CITY, STATE, ZIP (if different) COUNTY EMAIL We Propose To furnish material and labor - compl , e in accordance with ecif'cations below for the sum of: $ J Z 3 . -Sn Payment to be made as follows: 1 down balance upon completion of work. Materials present on roof: Asphalt i layers Cedar Shaka layers Cedar Shingles layers Flat layers t 1. Tearoff existing Layers on House Layers on ❑ Garage Layers on p Other 2. Protect siding, bushes, pool, and yard with plynvood & tarps when possible. Roller magnet t ag yard &driveway upon completion. 3. Remove all roofing materials, stacks, vents, valleys,�fl9LUthe roofing debris from the entire yard. f4. Replace all rotten or damaged roof decking at a ra/or a sum of $ _ , for a complete redeck over and above original bid price. ( 5. Remove all roofing nails as needed and re -nail all loose roof boards. I 6. Apply ice and water shield -a,— up from all eaves __ wide up all valleys. 7. Cover remaining roof areas with Underlayment felt & 15 Ib. 3o Ib. Y 8. Install new 24" Galvanized Color Clad Valley. 9. Install new roofing material: Type: ny a R 10. Weight 7-4c Color Style C. ,,� year Warranty 11. Install 2 3" 4" 5" Galvartq plumbing stacks metal kitchen bath damper vent heat flue low pitch high. X 12. Install heavy duty bird proof vents, color , turbines colors other 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- r 14. Install new step and counter flashing to existing chimneys $ over and above original bid price. 15 rmd feet] and taxes included. c5 Year tabor Warranty � 5 year Manufacturer's Warranty OPTIONS INITIAL HERE IF SUBJECT TO INSURANCE ALLOWANCE AGREEMENT. If 111111111118111, the 1011oaing additional provislom appiy: This Agraert is valid only it Customer has full replacement cost insurance coverage (less deductible). S. ComoaiWs Work will be compI&II with no = to Gugurner other than CUStOM1111 insurance deductible,unless Customer chooses upgrades or additional work that is not moved by Customer's ensurer. Customer hereby assigns all amounts due from Customer's insurers and mortgagees for CompanyS Work to Company. C. Customer will provide all documents and information necessary (i) for submission of claims to Customer's insurer, and (ii) for payments to be made by Customer's inaurer and mmrtgagee(s). Custom authorizes Company to discuss scope of work and pricing with Customer's insurers and adjusters. Customer appoints Comparlyas the Custarrefs power of attorney to inspect and adjust the loss, and to collect and receive all insurance payments related to Company's Work, 0. All direct costs, overhead and profit allowed by Customer's insurer, and any supplements approved by Customers insurer for additional work, upgrades, options or cost increases are to be paid to Company. Company reserves the right to request and receive additional paymerds from Customer's insurer due to material or labor increases, storm emironmrent, or if measurements and/or other information provided by Customer or Customers insurer are incorrect. E. Company may cancel this Agreement if Compaq and Customers insurer are unable to agree on the scope of work and price for work covered under Customer's insurance policy, iL03-1221030 INSURANCE COMPANY POLICY / CLAIM If (IF MOM) I/W nee to the tenets and conditi s, this Agreement, including all terms and STONER S%NJURTE DATE PRINT SALES REPRESE TUIVE NAME AND PH6NE NUMBER INSPECTION RECORD r OCCU ancv/Tvpe '&'INSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site r Call by 3:00 PM to receive inspection the following business day. 3 v INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTI DATE INSPECTOR INITIALS - COMMENTS: Footings /Caissons Electrical Service Rough Electric Drywall Screw Stemwall / (CEG) Conc Encased Ground Building - Final Gas Piping Fire Department - Reinforcing or Monolithi R.C.W &Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking &'Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Weatherproof / French CERTIFICATE OF OCCUPANCY 1S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS Sheathing Lath / Wall tie - Mid -Roof ) - Electrical Service Rough Electric Drywall Screw Rough Plumbing Building - Final Gas Piping Fire Department - Rough Mechanical R.C.W &Drainage Framing Electrical Plumbing Insulation Mechanical Roof 3 Drywall Screw Building - Final - '- FINALS Electrical Plumbing Mechanical Roof 3 Building - Final - Fire Department - R.C.W &Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking &'Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. 'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY 1S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. v�.�.urluvt, T IMU I rtKMITTED UNTIL 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: 1~n Job Address: 5311 Al'A n Permit Number: 01)170 7 ❑ No one available for inspection: Time ff), 2F? 6M PM Re-Inspection required: Yes .No *When corrections have been made, call for r -inspection at 303-2345933 Date: ...2,- 31 /C Inspector: Wr , L, DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax N SR~E``C TI O NN-OTI C Inspection Type: Job Address: r~ 31 R Sd~ Permit Number: ❑ No one available for inspection: Time (t ,31 A M Re-Inspection required: _G~ No When /corrections have been made, call fo e-inspection at 303-234-5933 Date: ! 7 Inspector: DO NOT REMOVE THIS N TICE ♦ 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: .5317 /rys~Sosi s7 Permit Number: 073 07 ❑ No one available for inspection: Time AM Re-Inspection required: Yes jNo When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: %i Job Address: .3 /Z Z- <617 S?" Permit Number: e-2 'A 5 e c_`) 2 f F _p q ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No ' When corrections have been made, call for re-inspection at 303-234-5933 10, Date: L~r f; Inspector: ~ A DO NOT REMOVE THIS NOTICE Es * * TOTF IA .on >JECT VALUATION: 13,900.00 Board sheathing spaced more n ine,. issuance of a permit or the approval of drawings and specifications shall.:. not be construed to be a permit; for, nor an approval of, ~nOy violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan rea%i eevf . subject to field: inspections. 11- ~,~'SignaturV CVf. Building Official date ;i INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE:'. (303)235-2855 REQUESTS MUST 13E MADE BY 3PM. ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING: BUSINESS DAY. 11, ~oFw"TRH City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 _ ° Inspection Line: 303-234-5933 OrORP~ ~ Building Permit Application Date: Plan Permit#008 1 Property Address: 531 1 I Ve6Cy Property Owner (please print) T),Ak- l)9 U Phone: Mailing Address: (if different than property address) -0 Address: ' W /`.lets , City, State, Zip: jo ~;noou4 Contractor. Contractor License#: Q~~gjS Phone: SOBS 2DL-l-FSCo~~ Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval Use of space (description : Cr7C~4 Construction Value: $ Description of work: (as calculatedoertheBuifdikc;VafuationO tasheso Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR 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 under this permit. Plans subjectto field inspection CIRLCE ONE:: OWNER) (CC TOR) or PERSONAL REPRESENTATIVE of(OWNE (CONTRATOR) PRINT NAME: j SIGNATURE: l /~-~-~R (/l) e: t(~ ZONING COMMENTS' Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT 4$E QNl Y BUILDING DEPARTMENT COMMENTS OCCUPANCY- Reviewer: FIRE DEPARTMENT:: O approved w/ Comments ❑ disapproved 0 no review required l, 'd 131010 60 6Z 100 CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 080232 Issued: 06/03/08 Stipulations: Basement Finish This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. Al1 other licensing requirements for the City must be met. Site Address: 5311 NELSON ST Parcel Number: 39-161-08-011 Owner: Dale Squillace 5311 Nelson Street Arvada, CO 80002 Contractor: For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of ✓ 2003 ICC/2005 NEC this buil ding without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion 1997 UBC/2002 NEC from the City of Wheat Ridge. Sprinkler stem Ch' B i ding Inspector Zoning Administrator CERTYFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES , • i d.o.' . .q . . q1 „ 51 _ T ~ Y q . '*'rn'•^r.+r- Y.. . . __.._..yy Inspections wiflltpt be ma~-'~`e` un'"`°~°s`t~i}s i~tdys ~y, ¢ ' Call by 3:00 PM to receive inapection the following business day. 31 ~o~ 3 ~ INSPECTOR MUST $tGN ALL SPACES PERTAINING TO TWIS JOB FOUNDATION INSPECTIOHS --Dxte INSrEC70R . . INITIALS . rOMMBNib: . Footlngs/Caissons Stemwall /(CEG) Concrete Encased Ground Reinforoing or Monolithic _ Weatherproof / French Drain Sewer Service Lines . Water Service Lines .,.POURNOCONCRETE.WN7ILABOVE AS EEN.,~NiNED........~ . CONCRETE SLAB FLOOR - Electrical(Underground) Plumbing (Underground) HeaUng (Underground) ' DO NO7 pOUR FL 1MIi1L Mpy@ HAS gEEN $IONEG RoucHS . . . ~„.u~...,. Sheathing . Lath / Wall tie Mid-Roof Electrical Service Rough ElecGic Rough Plumbipg Gas Piping RoughMechanicai VE.w y~l.e'. Q Preming Insulatfon ' ~dL~ z~~e y# DrywallScrew aaa F, $ i_;. w ; y. FINN.S Electrical z 5 Plumbing V TI < ~ p ~ \ ~ ~ ~lc Mechanicat ~ Roof Building Finat . « k. Fire ,Dep21ftT1en! R.tl.W & Dmir & tl~# , = r , ' "^FINAt MSl~6nQNS. Parking k~ ~a ~ , `r , 11W1DRea 1 _ • : . ,'.F t 4 City of Whe-A Ridge:, `V,~.~~~~ ~ . S Residentia;" '~el;lodel PERMIT CG. "V y 4`; a' +a~ -080232 1 ~r~lA 0 .rM wl ' r-: ec PERMIT NO: 080232 JOB ADDRESS: 5311 NELSON ST ISSUED: 03/14/2008 DESCRIPTION: basement finish, wood EXPIRES: walls/ceiling 767 sq. feet CONTACTS owner 303/312-0265 Dale Squillace Con 303/237-4895 PARCEL INFO Gill Electric ZONE CODE: UA SUBDIVISION: 0049 USE: UA BLOCK/LOT#: 0/ FEE SUMMpgy ESTIMATED PROJECT VALUATION: FEES 4'Z~2'19 Permit Fee Plan Review Fee 144.70 Total Valuation 94.06 Use Tax .00 TOTAL 76.90 315.66 , I hereby certify [hat the setback distances proposed b ordinances, rules or regula[ions of tlte City Y this PermiC applica[ion are ar.cura[e, and do not viola[e alic able measurements shown, of Whea[ Ridge or covenar.ts, easemen[s or restrictions pPall and allegations made are accurate; that I have read and agree to abide of record; tha ona aPplica[ion and [hat I assume 'ull responsibility for by all conditi applicable whea[ Ridge Ordinances, Ptin[ed on this compliance with the Wheat Ridge Huildin Code Eor work under this permiL Plans subject to field inspect~on. (I-B'C) and all other Signature of contractor/owner . date 1. This permit was issue9 in accordance with [he provisions set forth in your applica[ion and is styject to the laws of the Sta[e of Colorado and to [he Zoning Regulations and Huilding Codes of Whea[ Ridge, Colorado or anY ordinances of the City. _2. This permit shall expire 180 days fsom the issue date. Reques[s for an extension must be received other applicable da[e. tm extension may be granted at [he discre[ion of the Huildin 3. If [his permit expires, a new Prior [o expiration permit may be acquired for a fee oE oveOhalfltke amount normally re ired, changes have been or will be made in the oriqinal plans and specifications and an exceeded one 1 4~ provided uo ( i year. if changes have been or if suspension or abandonment exceeds onen91on or abandonment haa no[ be paid for a new pesmit. ( ) year, full fees shall 4. No work of any manner shall be done that wi11 change [he naCUral flow of water causing a draina e S Contractor shall notify the Building Inspec[or twenty-four (Zq) hours in advance for all inspections and shall receive writ[en approval on inspection card before proceeding with successive phases of the job. 9 Problem. 6. The issuance of a permit or the a roval of PP drawings and specifications shall not be construed to be a permit for, nor an approval of, any viola[ion of the provisions of All plan review is subject to 'e the building codes or any other ordinance, law, rule or regulation. nspections. Signature o( ~hiep g~ilding fic' da[e INSPECTION REQUEST E~INE; (303)234-5933 REQUESTS MUST BE MADE BUILDING OFFICE: (303)235-2855 By 3PM ANy BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. •:,I`.., . Y ~ = (L W 0 y Z > G ~ a ~Lwf) O ~N W ~ N WNM 0 0 O M F- Z v M ~ ~C N G = 0 V ~ r 1 \~J F~ 0 V ~ L L V N N ~ a Q ~ O n r R c 0 u d a N C L \ w ~ ~o V aD v m E c a~ a~ ~ > m L N C O N O~i ~ I ~ N L> M > M 0 4 0 s d a c ~ a w ~ b O ~ ~ Z W > ~ • 2 a ~tn Z O W ~N = ~ M O > W N d (f) o . ~ v ~ ~ W ~ ~ L L 2 0 a) _ N V ~ O U W N ~ 9 9 Q ~ O ~ cc c 0 C) ~ m a y C C . ~ w ~ V N ~ f6 ~ c N (D .0 a) m r N C U M N O> oc ~ N O ,a U M C N N ' t7 M > M 1-: a = 0 0 ~ ~ N ~ Z > W ~ 0 a~; Z O ~N ^ W M i.. WNM 0 = M ^ Q vi F~ L Z ~ O D Q- C~ ~ N ~L = 0 U ~D \ N N ~ ~ Q Q O n ~ 0 N ~a v a) -0 m E C N a~ a (D > G o ~ ~ r) ~Ln o~ M ~ N ± ~ ~ ~ I ~ M ~ of Wheat Ridge ~ idential Remodel PERMIT - 080232 ISSUED: 03/14/2008ON ST EXPIRES: finish, wood walls/ceiling 767 sq. feeC Dale Squillace Gill Electric ~ USE : UA . . ~ BLOCK/LOT#: 0/ . ESTIMATED PROJECT VALUATION: 4,272.19 FEES 144.70 94.06 . gpoo,~~ . .00 76.90 . 315.66 ack distancee pzopoaed by thie permit application are accurate, and do ntlt violate applicable na of the City of wheat Ridge or covenante, eaeemente or reetrictiona of record; that all tiona made are accurate; that Z have read and agree to abide Oy all conditioneprinted on thie full reeponsibility for compliance with the Wheat Ridge Building Code (I.H.C) and all other cee, for vrork under thie permit. Plane eubject to fleld inapeetion. date ~gqryv$¢:in accordance with the proviaione eet forth in your application and ie eubject to the laweof the ~~Y p~,,CGfOYay'1Sr and'to the Zoning Regulatione and Building Codee of Wheat Ridge, Colorado or any othez appli<able 46a 'OYtpixe 180 days Erom the iaeue date. Requeete for an extension muet be received pzior to espiration I4 d4y Ap ry];iJ4 04y be granted at Che diacretion of the Building Official. yf.'~~.~ptj'}, a new permit may be acquired for a fee of one-half trie amount normally required,pmvided no ~,~g ~rqlbit oY 1pi11 be madein the oziginal plana and apeciEicatione and any e exceede one (1) uepension or year, full ehall t s Q.pqgiY'q':. If Changee have been or if suepeneion or abandonment ` 1~! "~+E~E a if~D`W ~'1Crnlrt xo~w of st* {ptYlqbe eriall be done that will change the natural flow of water caueing a drainage proDlem. e004a{qy+ yj(~j,~ftlC~,~~• the Huilding Inepector twenty-four (24) houre in advance for all Snepectione and ehall receive~, yjyp1~'pp 7~pection card before proceeding with eucceeeive phasea of the job• poy-Xiit or the approval of drawinge and apecifications ehall not be conatrued to be a permit for, not adf i*1`ri4R]'b'F atty uiolation-of the provieiona of the building codea or any other ordinanre, law, rule or regulacion. 04{rt{ymvlntYke'eidlject t fi inapectione. yS~qM+sttx~ P1"ChY R 8~i.1d3'u_9 fi I aate . . INS:(303)234-5933 BUILDING OFFICE: (303)235-2855 y g~~ g gy 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINSSS DAY. :i 4 ~ i, .~i . . .1 s . . . - _ . S , M ~'I ~ . . . . . of W"~r~ City of Wheat Ridge Building Division ~ 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 ' Inspection Line: 303-234-5933 ~LORP~O Building Permit Application Date: Plan #:01B -ODW0 Permit 4 6Z,3 z Property Address: /SanI S j ~ Property Owner (please print): , Je ~k~ i.! t Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License Phone: gvOC) Z 93 -3%Z ` Sub Contractors: Electrical Ciry License ~LI8 ?Piumbing City License Mechanical City License Company: Company Company: Exp. Date: a - p y Exp. Date: Exp. Date: Approval: Approval: Approval: Use of SpaCe (descflption): ~ CConstruction Value: $ 1 (as calculated per the euildin aluat on Dafa sheet) Description of work: ~-NlS~ Plan Review (due at fime o/submittal): nc u".zAS t,XoG~u~t~GP.l~nSf Sq. Ft./L.Ft added*0-1il- I Sq uares BTU's Gatlons Amps I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances pmposed by this permit applicalion are accurale, and do not violate appliwble ordinances, rules or regulations of the Ciry of VJheat Ridge or covenants, easements or restriclions of rewrd; that all measuremenis 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 olher applicable Wheat Ridge Ordinances, for work under this permit. Plans subJect to field inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONALREPRESENTATIVEof(OWNER) CONTRATOR) ~ SIGNATURED;~-C Date: PRINTNAMEt ' DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer BUILDING ewTe ENTCOMMENTS'. OCCUPANCY~ 1_J.It' u UJ JJ Rev FIRE oEPnRTnnENT:! O appmved wl comments ❑ disapproved ❑ no review required Bldg Valuation: _ _ _ ~ :,~51 ~ /fo(-~Z( ~ II ; I ~ ' ~ II ~ i ~ II I F Ii,l ~ ~ I ~ 3 \ <'t A. ~ ~ ~ Q ~ ~ APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: 31WG E Plan checker I re~ n'"X`{ ~ T9 e~47 b, 3 1 1 (1 E4 S 0 rt-) S-'"i 1 WH~T City of Wheat Ridge COLORpO Residential Electric PERMIT - 060643 PERMIT NO: 060643 ISSUED: 07/21/2006 EXPIRES: 01/21/2008 JOB ADDRESS: 5311 NELSON ST DESCRIPTION: Add two ceiling fans to patio cover. CONTACTS owner. 303/422-5597 Dale Squillace • pARCEL INFO USE: R-3 ZONE CODE: UA BLOCK/LOT#: OI SUBDIVISION:UA ESTIMATED PROJECT VALUATION: 700.00 FEE SUMMARY . FEES . Permit Fee 38.49 00 Total Valuation . 12.60 Use Tax 51.09 TOTAL Comments: KS: Electrical to comply w/ 2002 NEC. Subject to field inspection. distancee propoeed by thie permit application are accurate, and do not violate applicable I hereby certify that the setback ordinances, zules or9allegationa madecare accurate;Athat I ha~eeead eand agreetto abidetbycallnconditionadprinted on thia meaeuremente ahown, and 1 ^ p~mitn,Planehsubject to Eield Bnepect9onode ~I~B.C) and all ot er application andthatI eeu ~meTCeel for responsibility mden this compl Slignacure o - the sionS 1 Stata asoradi.sandsuedtointheaccordancZoningeRegulatwith Huilding Codee of wheataRpdgeaCCOloradoieo=eub~eother applicablef the ordinancee of the City. e work authozized iod ofm180cdayeithin eixty (60) days from iseue date oz (B t e 2. Thie permit shall expire if (A) th building authorized ie euepended or abandonedfor a peii rovided no 3. If thie pex'mit e~cpiree, a new permit may be acquired for a fee of one-half the amount nozmally required, p changes have been or will be made in the original plana and epecificatione and any euepension or abandonment has no exceeded one (1) yeaz. If changee have been or i£ euepeneion or abandonment exceede one (1) y ear, full feee ehall be paid for a new permit. - q. No work of any manner ahall be done that will change the natural flow of water cauaing a draina9e prob em. 5. Contractor ahall notify the Buildin9 Inepector [wenty-fourith (24) hours in advance for all inspectione and shall receive nor written approval on inapection caffibefore proceeding w aucceseive phasee of the job. 6 . The iseuance of a permiC or the approval of drawinga and specificatione shall not be conatrued to, be rulae or permit regor,ulation. an approval of, any violation of the provieione of the building codee or any other ordinance, law All plag.r~e w iB 7ect to d inepectione. INSPECTION REQIIBST LINB: (303)234-5933 BUILDING OFFICE: (303)235-2655 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~F WHEAT > ~'n City of Wheat Ridge Building Permit Number: ~ ^ Community Development Department Date: ~OL ORPO~ MINQR BUILt?ING FE.RMIT APPLFG'.A TION Property Owner:rj;jy le sku ~ f /QGe Property Address: ~ f 1 We/50,,l ~"j"7- Phone:,,~3 - N ZZ'S-S97 Contractor License No.: Ar o6il9. r. ep007i Company: / Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Dept. Valuation Figure: I hereby certify that tha setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulalions of the Ciry of W heat Ridge or covenants, easements or reslrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compiiance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work und^r this pertnit. Plans subject to feld Inspectlon. (OWNER)(CONTMCTOR): 7 V31lle:$ Pemut Fee:$ Plan Review Fee:$ e Tax: Total:$ (OWNEft)(GONTRAGTOR):PRINTCD ~ DATE I I Use of Space (description): AOD o'Z P/2.dA /-R'"~ -74 9;1 7tn L.6-r~~✓ Description of work: Sq.Ft.added Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: (1) This permit was issued in accordance wi;h the provisions set foRh in your application and is subject to the laws of the Stale of Colorado and to the Zoning Regulations and Building Codes of Wheat Rid9e, Colorado or any olher applicable ordinances of the City, (p) This pertnlt shall expire if (A) the work authorized is not commenced within sialy (60) days from issue date or (B) the buildin9 authorized is suspended or abandoned for a period of 180 days. . (3) If this permi! expires, a new permit may be acquired for a fee of one-half the amouni normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonmenf has not ezceeded one (1) year. If changes have been or it suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (q) No work of any manner shall be done lhat will change lhe natural flow of wafer causing a drainage problem. (5) Comrador shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceeding with successive phases of the jo6. (6) The issuance of a permit or the approval of drawings antl specifications shall not be consirued to be a permit for, nor an - approval of, any vioiation of the provisions of the building codes or any olherordinance, law, rule or regulation. All plan review is subJect to field inspections. Chief Buildina Official Electrical License No: Piumbing License No: Mechanical License No: Company: Company: Company: F WHE4T 4 ` City of Wheat Ridge ~oLoRaa Res. Add Structure PERMIT - 060573 PERMIT N0: 060573 ISSUED: 07/03/2006 JOB ADDRESS: 5311 NELSON ST EXPIRES: 01/03/2008 DESCRIPTION: Patio roof; Add a patio roof to back of house. CONTACTS owner 303/422-5597 Dale Squillace PARCEL INFO ZONE CODE: PRD USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ ESTIMATED PROSECT VALUATION: 31500.00 FEE SUMMARY FEES Permit Fee 126.50 Plan Review Fee 82.23 Total Valuation .00 63.00 Use Tax TOTAL 271.73 Comments: okay with notes subject to field inspection . I hereby certify Chat the setback diatancea propoaed by thie permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenanta, easements or restrictions of recosd; that all meaeurements ahown, and allegationa made are accurate; that I have read and agree to abide by all conditions p=inted on this application and that I aseume full responsibility for compliance with the Wheat Ridge Huilding Code (I.H.C) and all other a„nlisable Wheat~ Ridge OrS~iwces, for work under this per~it. Plane subject to field inspection. ' date ign ure of ntzactor/owner 1. This permit was iseued in accordance with the provisiona set forth in your appli Ridgecatlor9anyeotheor applicablef the State of Colorado and to the Zoning Regulations and Huilding Codes of Wheat , COlorado ordinancea of the City. . This permit ehall e~cpire if (A) the work authorized ie not commenced within sixty (60) daye from iseue date or (B t e 2 building authori2ed is euspended or abandoned for a period of 180 days. rovided no 3. If thie permit expires, a new permit may be acquired for a fee of one-half the amounG nozmally required, p has changes have been or will be made in the ori9inal plans and apecifications and any euspension or abfullnfees shall t exceeded one (1) year. If changes have been or if suepenaion or abandonment exceeda one (1) year, be paid fot a new permit. 4. No work of any manner shall be done that will change the natural flow of water caueing a drainage prob em. . Contractor ahall notify the Huilding Inspector twenty-four (24) houre in advance for all inepections and shall receive 5 written appioval on inepection card be£ore proceeding with successive phasee of the job. 6. The iseuance of a permit or the appiwal of drawings and specificationa shall not be conetruedlaW bYUla ormregulationY an approval of, any viol of pzovisio f the buildin9 codes or any other ordinance, All plan review ie~eld „n ' date Signature of Chief Buildin9 Offical INSPBCTZON RBQUHST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2655 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. . °F WHEqTP City of Wheat Ridge Building Permit Number: Community Development Department Date: SIFN~i,~`~..C4~.Ce~ .F'IFf~-.~°.C~[~.Li~F ~~oRno~ BUL.4DING PE"4.TAPPLICA TION PropertyOwner: ' (/11AIC'P PropertyAddress: NPlSn./ sT hone: 3O~'4/ZZ,S~97 po0oy ~~W~ .303 -3/ z., 0 2 6s Contractor License No.: fh 'Va~rQ O 0 ~ Phone: Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BUIIfI%l7qD@pf.VaI118f10!]FIJUrB: S.~~~o_b 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 W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subjectto field inspection. (OWNEft)(CONTRACTOR): SIGNED DATE i Lv TRACTOR)'PRINTE❑ DATE Value:$ Permit Fee:$ Plan Review Fee:$ U e Tax: TOtal:$ (OWNER)(CON Use of Space (description):_AfLio r1 Vof' Description of work: O^) r Sq. FAadded BUILDING DEPARTMENT USE ONLY SIC COMMENTS:/~.~~ Approval: ~ ~X Zoning: ge'p Q COMMENTS~ Approval: ~ WORKS COMMENTS: Approval: J U N 1 6 2006 5------- IRE DEPARTMENT COMMENTS: I I Approval: Occupancy Walls: Roof Stories' Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval' Approval: (1) This permit was issued in accordance with the provisions setforth in your apptication and is subjectto the laws ofthe Stale 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 if (A) the work aulhorized is nol commenced within siMy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Coniractor 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 noi 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 regulalion. All plan review is subject to field inspections. Chief Building Official ,5'39/ h9olsow s-r Cy Ll 1~ ~ F} G~. ~-,7~',G S✓ ~ r[9 c1 Cf_. J 7t., 0 ~f - LQ X L4 , w 4c.l o w 60 3 p" of~ FL (C T-1) t . ~ .1 ~ ~ ~ APPROVED 5 bject to Field Inspections at Ridge Building Dept' 1 08 , Y1 ,r Plan checker p ~ 5 3~ (o rr fz4-u L 5"' 4~ ~ ~ ~ J ~ \ • ~ J s~ S S 3 , 3/ ~ a do r STRUCTURAL ENGINEER'S CALCULATIONS 5371 Nelson Street Arvada, Colorado June 21, 2006 RKS STwucTUwa- 2691 Dexter Street Denver, CO 80207 Rick Strittmater, P.E. P (303) 246-0550 rks_structural@hotrnaiLcom ORiGINAL JUN 2 1 ZOU6 Pt Jo~STS S7l44 = 171 ou ~~DS D E►'~~ J08 NO. DESIGNED BY CHECKED SHEET NO. ~ DATE & • ~ F:-L7T GovL,p G,o -Co I2tt RaoF SF;EaTK~N~ = z.S PSF '1ot5T wT. P-ooFtar.0 (/..1 SG Z 0 0 / _ ~ f . e, P ~ TbTp. L = ~ PSF: ' SEI~~T ~o~sT 13G1 5oop L.~ ~iG~~ES 2~ ~V x°~ -Z~ p~ GooD To t°>~-lo ~ Lt_. =3o Dt,= ~o Sp..p,u~G~T .~o c S'T Tirt~=y ln.P~.iF-G e el Gj ,Of t ti~5 ?o a~1,F- T J 1 l 1 o cj ,/2 D GOOp TD ~'7~ ~ ~ Lo~1-~ S1~f~YC LL=30 DL~ l~ SrX.a~-I-~ST ~ o LS T TH C"~ fh~l~~ / ~ Roof span Tables Maxsmuar, viear sPpn an fve# and iracnes, oasad or, r;o; izontad spars. / Z~iy ~ BCIO 5000 17 Series 2" Flange Width BCI• 6000 17 Series 25/1s' Flange Width i 9'/i" BCP 5000 1.7 1P/e. BCP 5000 1] 9'1Z" BCI° 6000 1.7 1Y/a" BCI' 6000 1.7 14" BCP 8000 1] Live Dead M12 N72 I d112 M12 8/12 M12 4112 &12 4172 N12 8l12 4112 U12 8112 ~ . Load Load i a to to ' ~ a L to 8112 to 11112 or Less M BN2 W 12112 ar Less M 8112 to 12N2 or Less ro 8112 to 17N2 IpsIJ ~ less 8112 1?112 ets 7 4 SlIOLJ , b I 2 jii 2 ' 125% ~e zo ~ 1 a" ) 15 7 i ?n 3 = I ~j e ~ 26o ^ zs io 21a ro z n zs 10° za io ~-o o ir1 zs = N io° 5 o 324 o o- za s 25 15 21 10" 20 7 19 0` 2510 24 J 22 " ? B 21-5 19 9" ~ - 1 25 -fi" 23 8~ 30'10 2~-0," 26-10~, 1Y 30 10 1 11" 20 8 19-4" ~ ~ 5 11" 2II 7 ? t I" 2?..0,~ -7 ~ 2o 1„ ~ & ps, g„ 24, I , , ~ b0'tl 3" ~ • ' ~ o.c. 30 in 27 0" 19'-10" 18' 4" ~ -3 5 21-9" 21 10 -7 iB 1 26 1 24 7" 2' U~ ~ ~ 2 2 1 Snaw 115% 30 10 ~ 1P 11" I9 ' 18 0" ! . 23 r 22 8 ~ 21 4" ?0 9 19-10 18,91r 24 ° 23 9 2 b 27 11 27 0 25 5 40 15 19 13 ' il 3~ 4 ' 22 0 '0 6" j 20 5 19--3 18 J 1 1A 4 2" 0" '1 b ~ 26' 6 26 0' 24 3 50 ( ?0 18 5' 17 8 16 9 L1 " 20 11 99 71 19 2 13%5 7 5 I 11 0 0 ~5 a 25 0" " 23c ' . 50 15 IS._3•• 77 o b" I 20 s ?0 5 19 9 2 18-3 17' 1 92 5 21 10' 4'5 24 0 3~ » ~ n ' IO" 2 2 '4 a 1 II / ~ r r C 20 I T- 11 >4 3 >.i 2 2p _ 3 4 4 4 0 ~ 25 25 15 20, 9" 19 I3 r -3' I'3' 1 t o i0" 23 3 22 1 20-5" 20 7 ?0 19 µ T 11 95 9 24 7 24 23 1 ° 3 10 -6 U 27 8' ?a ' 2 21 d' 18' " ' ' ' ~ " 7 223 20 .9" 20 7 79 8 18 3~ 247 23 4 "I 4 I?8 1 26-6 30 10 191 0 S 9 1 S 11 2 " o.c 30 15 19 0" 17 11 18 8' ~ 21E" "et D 18 9" 19 9 10'-S 17-h ~ 3 3 13 0 0 ~ 25-4 ~4 9 0 81 ~ 6now 115% 40 1o 18 0' 4 16 4' 20 0' 20 2 19 -0" 13 a 18'-0 .7 0 21 fi" ) 3 ; 2 4 'I 23 9" 23 'P' t " ( 40 '5 17-2" 15 10 ~ 15-3' 19 6' 19 1 ~d 12 b 17'.3 in 3' I, ~1 0 2_1 ~2 5' 1-11 „ 5D ia ~ 16 6" 16 0 15 2' Ia 8 18 6 18 0" I 1 a 15-3 15 IP ~ 20 ~'11' 8 22 U 21 9'. ' 214 " " 1 ~ 17 11 17 7 ' 3„ 1i I ib'ro ~5 o j ~a c p" I 7 aJ 9 203 50 Ib ~5 ?0 ta b 14 0 > d y. J~ ~ I 4 g_ > ~ I\~L l- S 13 C'1` Il J? ~I ~ ] IOJ~ 125/ ~ " f8 ~-0I I ?U d 1" l . _ T_) : ~ _ ~5 ~ 'J a 1a G" R 5 17'.2 2~ a 21 10 0 A" ~0 3 19`-2 17 0" ~4 I ~ 10 11 d 26 25 J" ~4 3' ~ 4" 0 18'-2 0 ~J' 20 3 1 19 ~ 1 ~ 9 d 18'- 1610" - ~r fi I 9" 0 ~ 24 6 ..3 10" 22 11 1 192' "5 30 15 10 18 ~8 5' li It 8 16S 20 11" 2D 6 19 6 ~ r t' ' 2? 7 21-11 20 5 1, 14' 23 Y o.a 5 ~ 1 ib 10 io 0 1~J 19 Z 'B 6 ~ i8 7 17 0 163~ 12 20-8 9 0 23 ^ 2, 7 2" 10 ~ Snow 115% 1 16S- 15-4 186' '18'0 180 177' 10-1 15111 202 a-11 °1 ~ 220 218 213 ~ ep p 10 i5 158" 4 14'8 17'L. 17 16 11 ~ 1611 0'-5 15 9' I, 19'-2 8 10 13 a 20% 11 0 6 igl-i ~ q "0 ~ 5-0" la 10 1'-:t I ib 10 16 " ~ n 3 .?5'-7 14 10" 18 8 2" 17 5 29 1 ° 10" 19 6„ 50 50 1 i 14 5" 14 9 . 131-70 I 61" 7a 1 15-A' ~ 15,7 f-4 1 14 0" ~ 170 I 4" 61 ~ 19 0 18 0 31 y 11 s ^c ~ 0 • ~ SnLv 'J 12~ J 7., " V ~~-3 ii ir" J 3 » o 6 181 o° I ~ ~ zs o i r 16 5" 5 it - 15-0 13 7" 18i 17-5` ' 9' 16' i0 15 7' ~ 0 1' 19-i t6 s ~ 21 7 2 1 4" 20 7 ~ 24* 25 io - 16 5" ..(3' 2 16-3 ~ 18-8 18d 17-10" ( 7 9' 17' l0 10" 9-9' 18 11 21 11 1" ~ . O.C. JO 10 - " 4' 5 7 ~i" 1 T -b-7" ~ lo d' .I>' io 18 1 18 71 I 30 u 20 2' I ai ~ Snow 30 iS ~E 5 I " 1 5 1 - ~ i tA 2 - 1 8" n 5 iG 1' ib 1 Id 91 I 13 T a 1 1~ 4 ~9 4 19 0" 15% 40 1 0 4 3 ~ 14 fi - ~ 0 " 1 5 7 15 T' 5 1 14 1 LI 14 2' I 2 16 ' 10 16 a I 18 3 1 S h 11 10" ~ 40 15 14 0" 3 8 13-4 15 10 , ' b 3' 16 0 i 11 1' 8' 1 d' 50 1~ ( 1o d' t3 3 13-0 ~ .5 B o 14 j 13 9 o~ - " ' „ ~ 5 12 0" "2 8 124 :4_7° .4 4 'q-0" i 1 ~1' id 6 13 4" ~ 15-0 15-a' 15 2 1 172 16 -11 o-fi I 50 ; ~ • Table values are limfled by shear, moment, tolal load defledion equal to U180 and live load deflecdon equal to 11240. Check the local building code for other deflecdon limils that may apply. • Table values represent ihe most resiriaive of simple or multiple span appliwtions. • Table values assume minimum bearing lengths withoul we6 stiffeners for joisl deplhs of 16 inches and less. 18 and 20 inch joists require web stiffeners. • This table was designed to apply to a broad range of applicabons. It may be passible to exceed the limitations of this ta61e Cy analyzin9 a spedfic applim6on with Me BC CALC• software. • Slope roof joists at Ieast ~A" over 12" to minimize ponding. • Allowable spans and loads shall be adjusted and tliecked for wind load as required by local 6uildirg code. „es~~~~~ C I II C; fi-c I Roof $pan Tabie irus lolst • UIl, Joist Specifier s Gmde 2026 • Aor/I 2005 Maximum Horizontal Clear Spans-Roof - - -Oesign live Load (LL) and.0ead Load (DL) in PSF . . Non-Snaw (125%) now Luad Area (115 % ) O.C. DepM TJI~ Spacing 20LL+15DL . 20LL+200L 25LL.15DL / 30LL+15DL 40LL+15DL SOLL•15DL ~ / Low HigA Low High Low Wgh 4~r Ow Hiqh Low , Nigh Low High 9~~.. 710 19 3' 17 2" -...18 4' 16 3' 18 -5' 16 6 17'-9 15 -11' 16 7' 15 0 15'-6 14 -3 . 210 20 5' 18 -2' 19' S' 17 3' 19 -6". . 17 6' 18'-9 16 __71' 17 7" 15 17' 16'-7 75 -i' / 110 23 0".... 20 6' 21'-11 19-5' 22-0' 19 9 20'-1119-1" 19 0" 17 11 17'-6 16 1T'.. 210 24 4'... 21 9" ..23 3 20 -7' 23 -4' 20 11' 22'-5 20 -2' 20 10' 19 0 19'-2 18 -0' 360 27-9' 24'-9' 26 5 23'-5' 26'-7" 23 10' 25'-6 23 { 0' 23 1 P 21 7 22'-7 20 -6' 560 16" 710 2611' 28 6' 30 5 27 - 0" 30 -7' 27 5 29'-5 26 5'_. 27 6" . 24 10 26. 0 23 -7" 3.... 23 5' 25' 0 22'-2' 24 -1' 22 6 22'-9 27 9' 20 8' 19 11 19'-1 18. 5.. y4„ 210 27'-9' 24 9' 26 5 23'-5" 26-5" 23 9 25'- 0' 22 -11' 22 -g" 21 7 20'-1 Y 20 3' 360 31'-6' 28 -Y 30 0 26._8• . 30..2 27 -1' 29'-0" 26'-1' 27 Y. 24 7 25-8 23 -4' 560 36'-3' 32 4' 34 -6' 30'-7' 34 6' 31 -1' 331-4' 30'.-0' 31 2' ,28 3' . 29'; 6' 26'-9" . 210 30 9" 27 5' 29 -4' 26'- 0' 28'-3'.... 26 5' 26'-9" 25'-6' 24'-3" 23 4' 22'-4' 21:-8• 16" 360 34'-11' 31 -2" 33 3' 29'-6' 33'5' 30 0' 32' 2' 28 -1 P 30 1' 27 2" 26'- 0 25 -10' ..560 40'-i' 35'9' _...38-2' 33'_17' 38 4' 34 5' 36-11' 33'-2' 34 6' _._37 3' 31'-8 29'..-8'.._. 9~~ 110 18 1^ 16-7, 17 3' 15 3 17 4'.. . 15, 6, 768" 15'-7 15 5" 14 1" 14'-2 73-4. 210 19-2" 17-1" _18-3" 16-2' 18 4' 16 5' 17'8 75':.10'. 16:6'_....._1411' 15'-7' 14'.:2. . ..170 21 7'. 19 3' 20 7' 18'-3' 20'-3' 18'-6' 19'-1' 17'-11' 17-4' 16'-8' 16'-0' 15'-5' 117h" 210 22 -11' 20 -S' 21 10' 19'-4' 21'-11' 19 -8' 20'-17 18-11' 19._0,. 17 10' 17'-6 16'-1 P 360 26'-1' 23 -3' 24 10' 22'-0' 24 11' 22 4' 24'- 0' 21 7' 22 5' . 20 3 27'-2 19 -3" 560 30 0• 26 9' 28 7 25 -4' 28 8' 25 9' 27' 24 10' 25 9" 23 4 24'.-4 22 -2'. 19.2" 110 24 6' 22 0' ..22 9" 20 -10' 22'-0' 20 11' 20' 9' 19 1 0' 18 10" 18 2' 17'- 0 16 -10' . 14` 210 26'_0•.. 23'.3' _ 24 70' 22'-0' 24'-2' 22 4' 22'-10' 21'-7' 20'-8' 19 11' 18'.-10 18-5 . 360 29'-7' 26'-5 28 2' 2S_0" -28'_4• 25'-5' 27 3' 24'-6' 25 6' 23 1" 21'-7' 21-8'. 560 34'-0' 30'-4" 32 5" 28'-9' 32..7'. 29 2' 31 4' 28'-Y 29-3" 26-6 26'-5" 25'_2" .....210 28'-8'25 9' 26 9' 24'-5' 25-10' 24 fi' 24 5' 23'-4' 22'-1......21 4" 18'-10 79'-8".. 16" 360 32'-10' 29'3' 37 -3' 27'-9" 31'-5" 28 2' 30 2' 27'-2' 25'-7" 25 3 21'-7 21.-8. 560 37'-8', 33 7' 35-10' 31'90' 36 0' 32 4' . ,34 8' 31'-2' 31'3' 29 4' 26-5 , 25'-5' 9~„ 110 16'_9" 14 11•...15 iP 74•-2' 16-0".... lq'-4` 15 2' 13-10' 73.9• ..13.0' 12'-8' 12._3. 210 17'-9" 15 10' tfi 11' 75'-0' 17 0' 15 3' 16 4' _14'-8' 15 P 13 10" 13'-11' 13'-1" 110 20'-0' V 1P. .18 9' i6'-11" 18.-T'..... 17 2.....17 1' 16'-4' 15 6' ...14 11' 13'-7 13'40•.. 1P/e" 210 21'-2' 18-11" 20-2" 17'-11' 19-10' 18'-2' 18 9" 17'-7' 17 0' 16 4" 15'-0 75''2. 360 24'-1' 27'-6' 23 0" 20'-5' 23'-1' 20 8' 22 2 20'- 0' 20 5' . 18 9' 17'-3 17._4" 560 27'-9" 24'-9' 26 5.. 23'-6' 26 7" 23 10' 25 6' 23'-4' 23 1P._._ 21 7" 211-1 203" . 24° 170 21'-10' 20-4'_.20-4' 19'-1' 19'-8'.. 18 B' ..18 7" 17'-8• 16•-0" 16-3' 13'-7' 14-2•. . 74" 210 24'-.0' . 27'-6' 22 4'. _...201-5' 21'-7' 20 6' 20 4' 19'-6' 17'-10• ..17 9 15, 0, 15'-8• 360 27'-5' 24'-6' 26 1' 23'-2' 26; 3•.. 23.6' 25 0' 22'-8' 20 5' 20 2" 17'3 17 -4' 560 31 6'.... 28 1'._...30 0" 26'-8' 30-2" 27 0' 29 0' 26'-1' 24 iP 23 7 21'_ 20-3". . . 210 251-8' 23'-11" 23 -11" 22'-4" 23'-1" 21'-11' 21 9" 20 -10' 17 10^...... 18 3' 15'-0_ 15-81 16" 360 30'-4' 27'-1' 28-11' 25'-8' 28'-2" 26 1' 25 0' 24'-1' 20 5' .20 2" 17 3 17'-4" 560 3490" 31'-2' 33 2' , 29'-6' 33'-4" 29 11'_.. 30 6' 28'-3' 24 it"__._23 7' 21' 1' 20'-3' . See page 17 for Genera/ Nates and inlarmafian an how ro use this fable .108N0. . . SHEETNO.T DESIGNED BY 145 DATE 6' Q RvOF 61v-DEq-(S7 CHECKED ; TREv-E p.fLE 2 SPAr1,S - L. Z = ► o` -o" ~'i_ LoP~ s / ✓ ~ / ~ / W~~-= ~ C►-7~~ t0~ 1 o ~st~= Z C6Z~C3o~ = 255~~' 1 Sp•'C 300 ' '~S✓-~-~= Aoo~'~~ .0e +tEA.oE~- z rAn,x.= `u.~L~~= 4eoL►~fg~= i1~z5o 1 ~ . nna.~. =~ZL I~~Z =~eoC~s~~z ~ 3~ o00 ~ p"we"' TL-- = l .O m = Ls~~ F-vCt- s L- = 0.7iF, in ZA-D ~ 11• tnZ' ~=x R~ea,~ F°tz dT~ ° 455~lvZS~ooO \ ~ sA.,MF o~r7 tn2 ti d 45'F)lcZc- "J511 N~ ~70 ' P.J~ 11..9 JOB NO. SHEET NO__^.J f . DESIGNED BV DATE • e ~ 2nt~ F rf ~~ZDE CHECKED C1~5°!o L.D•F• ~ CZJ ~ ~ ~ ~ l.~ e ~«rzowA<<n. 4-~ft_ v a~~e.u = 2~.l.l~ ~r. 3~11vo = 7~Zfov~ > 3~papwL / ~L~. = 1~°(oo~ooo ~ 1ZS w 2' 4-7 '~F voo oD0 l ' ~•~h > 45oooa~ ~'O`''~~~R-~► ~olzE~T F'lzoDV~T°.~ C,° 165e`o L-D.F /ilz~loLo Ja~ocu' 7,ZCo5~ > 30~ p~'~~/ 1900 , ast•NJC: _SVer ciide"0 1i All Weather Gear: Microllamo LYL with WatershedTM Stability Overlay You never know when weather might bring dramatic changes to your job tite. But you can bring one important material thaYs dressed to weather any storm! - Like water off a duck's back, Trus Joist's proprietary Watershed'" overlay protectr MicrollamO LVL against ~ 4 cupping and swelling. Watershed'" is a high-density overlay that may be applied to Microllamo LVL manufactured at our eastem and southem plantr. This resin-impregnated overlay bonds to the wood veneer, creating a barrier to moisture. When combined with a wax sealant on the ends and edges, it produces a protective layer like no other. Ce Our Watershed' overlay promotes dimensional stability and protectr Microllaml~' LVL from the elements throughout the construction phase. So request Microllamo LVL with Watershed'" overlay for your next project and be assured that your engineered lumber will stay consistent from start to finish. for more information on Trus Joist's exdusive Watershed" overlay, please contact your Trus Joist representative. 1.9E MicrollamO LVL Allowable Design Stresses (100% Load Duration) Shear modulus of elasticity G= 118,750 psi Modolvs of elasticity E= 1.9 x 106 psi Flexural stress Fy = 2,600 psi(') Tension Stress F, = 1,555 psiR1 Compression perpendicvlar to grain F,i= 750 psi(3) Compression parallel to grain F,ii - 2,510 psi Honzontal shear parallel to grain F„ = 285 psi E~ ~z o.ue (1) For 12" depth. For others, multiply by ~ a~ (2) F, has 6een reduced to reflect the volume effects of length, width and thickness. (3) Fu shall not be increased for duration of Iwd. / Microllam~ LVL is intenAed for dry-use applicafions 13/4" 1.9E MicrollamO LVL wu......kae nen:en Prnnerties (1 0% Load Duration) • Bearing lengths are based on Microllamo LVCs bearing stress of 750 psi. • No camber. • All memben 71/+° and less in depth are resfricted to a mazimum deflection of shc". • Tables on pages 47 include reductions applied !n acrordance with <ode. • 16", 18", and 20° beams require multiple plies. $¢e page 17 kr muttiple-member beam mnnections. - - - - - De pN " ' " DesignProper[y y1i. P/a' 914" 91k'• iPl+" 111e" 74 76 18 20 Moment(R-Ibs 2,125 3.555 5,600 5,885 8,070 8,925 12,130 4 655 15,555 5 320 19,375 985 5 23,560 650 6 Shear(Ibs) 1,830 2,410 3,075 3,160 3,790 3,950 , 0 4 , 597 , 851 , 167 I Momentoflnertia(1n.°) Zq 56 I15 125 208 294 0 7 1 8 2 91 , 101 Weight(pif) 2.8 33 47 4.8 5J 6.1 . . General Assumptions for Microllam@ LVL • Lateral support required at bearing and 24" on-center maximum. ReSigspvRCs seis ' TVJO-PiY 33/4" 9.3E RIGiDiura L'JS ? t ~ " I Maaimum Maaimum EI Wei9 M I Maximom I ) I di 8 Momum M ai ment IH-Ibsl E Ir 10• Wegh Dep' h Veni c I Shear Ilbsl Bending Momam IN-Ibzl bn i0' ~pln oeptM1 lba Van coi Shea• en ng o Ibz-in~~ (v~n IOOYe 115% 125Ye 100% IS% 1]5% I ' 100% I1 5 % i]5% 100% 115% 145% <4 Y41 5`h" 3658 6206 dSJY 4215 5269 B 4.81 Yh" i8Y9 P1 03 2486 210J 2424 2634 9 ❑ JY" ~81~ 5544 6021 )O)5 8131 8844 400 fi36 7y^ 2411 2772 3013 3598 4068 4424 100 . I 9 " 6151 ]0)d )689 IIV2 128<8 13965 016 8 09 9'." 3076 3531 3645 5586 6424 6982 208 aA5 . 9 91h" 6318 7165 7897 11745 13506 14681 dG0 831 9lh" 3159 3633 3948 5872 6753 7340 245 4 .16 eei ' " 1<81 _9~SR1 9354 16126 185Jr 2015) 148 9 ea t19.^ 3741 4304 4676 8063 9272 10079 Dn 4.91 I1 " 1897 9081 9871 V846 20523 41308 8) 9 1039 II k' 3948 4541 4936 6943 10264 11154 640 5 20 II h I 14" 9310 IOJOJ 11638 24499 2>964 30374 1441 12 45 14" 4655 5353 5819 11150 13974 15181 720 6.13 16" 10640 12236 13300 31213 35895 39016 2150 10.00 16" 5340 6118 6650 15606 17907 19508 1015 700 16" II911 13)66 14969 38946 64765 48658 3062 15 75 18" 5985 6883 7681 19463 22383 24329 1531 7 .88 _ Lp y~vy FOIDR-PLY 7i'a" 3.30 .`~IGIDLAM 3J✓L YHRSE- ALY 7 1/4 9_$E RIGlD an i EI Maximum Manimu m EI Wei Ff Masimum l SAear ni V Ilbs) mum Mar eending Mamam Ih-Ibz) 'N~'9h~ Oe th Ven icol Shea. (l bzl Bendin g Momem (fblbsl p ~p n ~epeh e m Ibzin~ (PlFl p ° I15% 1Y5% ~bs-in~) ~ 100% 115% 125% 100% 115% 125% 100% 115Ye 125% 100 1 22 5'H' 1315 8412 9166 8630 9694 10537 175 9.63 Sh" 5486 6309 6858 6311 7171 7903 131 4 " 9643 11089 11053 )4150 16113 17688 400 1269 7'/" 7234 8317 9040 10613 12205 13466 300 451 . J " 1 2303 141d8 153J8 413E4 45695 27929 831 16.19 914" 9427 10611 11536 16758 19471 20947 623 11.14 9 / " 1 35 1d530 15I9d 23489 17013 29362 900 16.63 9~h" ~ 9JJ6 10896 11845 1~6ll 10259 12041 675 124] 94z " 126 V 0] I0)03 34451 37089 00314 1495 19.69 1 11222 12905 14027 40188 Y>817 30296 1121 ld.)J IlY 16963 2 35692 41046 44615 1758 20]8 l1 h" 11865 13644 14807 16769 30J85 33462 1319 15.59 1 17b" 15794 1616] 19JJY 99 55889 60769 2881 9J50 14" 13965 1606D I7456 36449 419U 05561 I 2161 18.38 14" 18620 214 13 ]3HI5 485 ' 789 )BW? 4901 00 28 16" 15960 18354 19950 46819 53842 58524 3446 I 21.00 16" 21Y80 74<)2 26600 62415 71 97316 61]d . 01 50 18' i V955 40648 22444 58389 6I14B >498) 4593 j 23 63 IB" 23940 47531 49995 77852 89530 . tAE RI6IDLAM Wl Allownble Design Stresses^ Modolus of Elasbciry E= 1,800,000 psi" Bendln9 Fe = 2.600 Psiu:°', Horizomal Shear Qoist) F. = 285 psi Compression Perpendimlar ro Grain (loist) F- = 700 psim Compresslon Pomllel to Gmin F, = 2,400 psi (1) These ollowable design stresses apply ro dry service mnditions. (2) No increase is ollowed for load domtion. (3) Muhiply by (12- d l'~° where d= depth of inem6er linl. (4) A faclor o{ 7.04 moy be applied for repetirive members as deflned In fhe National Desgn SpeciFimtion°iorWood ConstmcYion. 31h° 3.*IE RIGIDLa.LS l'll 1"/6 3 - .VG M1IVIva.vrvn T rvs I _ Maxim~m Maximum EI H'a'9M Maxime m Mvximom ) E 10' Wc.gn Deplh Verti cal SM1m1 llbsl 8endin g Moment IN-Ibsl b3 n~ (plf) DepM Verlic vl SM1ear I lbal Bendin g Momant (h-Ibz (e ~ (Pn 125% 100% 115% 18% I ) 1 100% 115% 125% 100Ye 115% 125% Hbs' - 100% 115% 4701 5406 58)] 97 491 51" 1829 2103 2286 1351 2703 4938 49 2 1 5fi' " 9658 1 4206 5544 692 6047 >892 9075 9064 442 6.94 7 rp., 2411 4772 3013 3946 1538 4932 ill 3.1) ]X " 1 <82 6151 7074 7689 12461 14330 1590 462 8 09 9~/" 3076 3537 3845 6230 7165 7788 231 4.05 1 9 / 91h" 6318 7265 )89] 13100 15065 16375 500 8.31 9W^ 3159 3693 3948 6550 7532 8187 250 6 4 " 7481 8603 9354 17986 40686 22483 831 9.84 IIVi" 3761 4302 6676 8993 10304 11241 415 4.92 11 4 " > 9081 9871 19905 24891 20884 977 10.39 1 lh" 3948 4541 6936 9953 IIJdb IYbdl 488 520 1 1 k " 789 9310 10707 11639 27103 31169 33879 1601 12 25 16" 4655 5353 5819 ! 19554 15584 16940 800 6.13 14 0 15 00 16 5320 118 0 665 I L " 9]0 1 13766 16969 43418 49930 544)2 3402 „ I R ~ 2UW 46965 27136 1701 88 18 _ . -n 7" 3A2 $IGIOLAM 3.VL _ OepM Moximem VeMiml Shear Ilbal Mozimum Bentlin Moment (N-Ibz) EI (x 10' W~~ghi (pi„ Dep~M1 Movimum VeNiml Shmr Obsl Movimum B<nding Momen~ lN-Ibs) 00% 115% 125% EI Ibsinq I yyeigM (P~n 1 00% 115% 145% 100A6 I15% 1l5% ~bs-id) " 100% I15% 14530 1Y5% 1994 1 Y6199 30129 3RIJ9 000 1 , 16.69 q+h^ 9476 10896 11845 19650 1259] 2456E 150 1247 9~h " I]6~5 15I94 18163 19J04 39811 65IB4 69J63 954 1 J8 ' 10 1 1 11845 13622 14807 29858 34337 3~342 146i 15.59 1 Ph 31)5 54406 6~~3J 6>I58 3401 2.50 d 14" 10965 16060 Vl56 4 0655 46753 50819 4101 18 38 la" 186]0 31d13 1 OOJ] 8J035 6 ]J9 00 29 60054 652JJ 3584 41 00 16' 21280 Y44>2 46600 69626 B . 16" 15960 18354 19950 52421 . 18" 43940 2)5~1 29945 86835 99861 10856C 6804 31.50 ~e ~ noss lOfidA 22464 I 65127 74896 8I408 Si03 23_63 ].OE R161DWA Nl Allowable Design Sfresses0i Modalos o{ Elosiidh E= 2,000,000 psl°' Bending Fb = 2,940 pv°°i Horizontal Shear (oist) F.. = 285 psi Compression Perpendicular b Gmin (ioisp F- = 750 psli" Compression Pamltel ro Gmin F, = 2,750 psi 1144" l.fi RIGIDLAM TVAIWtE SRES ~INCHESI~ IB 16 II ~ a llh q ~ 7% (1) These allowable design siresses apply to dry service conditions. (2) No Increase is allowed for laod dumtbn. (3) Multiply by (T°a where d= depth of inember [in). (4) A fatlor of 1.04 moy be opplied br repetitive mem6ers as defined in ihe Nohional Design Speciiicafion° lor Wood Consfrudion. 1V4"2.Of RIGIDLAM I 3'h" f•OL RIGiDLAM' S'/." fAE RIGioLAM' 7° 1-11E RIGIDIAM' <VAI WIE SI IIS (1NUI E5l_ V/.1WIF 56ES(1NME5~: <VAIIRlIE $IIIS~1NOIES~'_ .~`~PIN~IF SIEESIIH01l51: - 1 6 ~ ~ 16 14 14 { nen ' ue + 9/ h zi, 18 IB Ifi Y. 14 16 Y la I 4 Ilh ~ IIA yl Fh 9n ~f 9N ^i I I ' h lu I II R f Y 5~I II ~I I I I` `~i~ i~~ .il ~ n I ~~is -i i a. 'Mvltiple plies of 1%" 2.OE RIGiDLnn+ NL may be substiwted when pmpedy attached. 39 5,5I1 . 061-50A !T•` ` JOBNO. SHEETNO. Yb . DESIGNEDBY S DATE fLbOF 6MOEIZAP CHECKED @~A~T StDE CPv~-( N,o~s~~ ~ N~P~-t~`~( l..i = IS- SAatiV 13 V T 1;..op'p~ Pvc~ P, Pv 1T PvlG 2x4' 00TVz.16p&5EP-c~-Z)OF- LoDI~-~~9TS ~XTEY~D OF 'To ~~c.~~T~ ►J~s► l-~ov 5C w _ 11-t~5 QtQ.~z ~{A•~5 p~ I3tT ~P-E T2tiF~``( TO GAC-CG4k. Av.`'" ~Cto f 2 C~~ ~-tv 1(-2a . lrC~.~GT Hc~+.p~ ~ = \u 2 : 2 t~,~►o`. ti LA, VWNY, ~ yz~ = o.77 ~5 t,n (~Z''` Vo 449)1 ~ ~ ~ t~~ ►nZ ~--G~~~I C I..w pat:o U,` A78 10'~' ~b- V12' .lOBNO. SHEETNO.; , DESIGNED BV DATE CHECKED ' ~-05G~tJ~9 ~O~Z~~T ~CZBG~9G.TS ~ ~,L`~ Io L~ ~.F . Csu>LP.U.- L..JL G.ooD lrv[c. ✓ ~ / .01 ~.Ik 1o~`b1'5 < A`w~ cp~.L No-~ ~ ~ I ,L r.A-~ s/Z o ~J~ v,otLK- l~ `~ZL S To au-vu-) 2,e.4 To GC) -Co Z` p ~ L.V C 13. o. ►-~,pg, . H, I~CA 17ocs~lJ 61~'aWecl-~ ~ lS~o~S ~~~M.~ax t~Y ~.4°lo sp~~C sK-.i -Je2Co > J ,,,,~,a,~ ,.(e ✓ CZ-w= 5or~~ ~o~ ►e•~nZ > ~`b`l etF-~ 1oe,, a.v reai " a ax ai.inLnnn iVi 7.l/e'• 7 tM1 ' D .$8 RIGIOLAM L`JL Marimum VeHicvl SFeor Ilbsl Maximum BandinB Momenl ~N-Ibz) EI 1a 10° p~Fl Depib Manimum Ven rtal SM1ear Ubs) Mmimom Bending MomenllN-Ibzl 1 35% 100% 11 EI I 10° Ibs yyeighf 1pln ep 100% 115% 125% 10~ ~15% 1~5% Ibs-in ' " 100% ]656 115% a406 135% dSJY 4215 dB4) ST69 8] < 9I Yh" 1829 2103 2486 410) Y4YJ 4634 44 4A1 i h i' a821 55da fi04) IO]5 013> 88e4 100 6.~a y 7• pq y ]4 3013 3538 d068 6412 1 00 3.1I IY " fi151 ]DId )fi89 111IY i2048 19965 616 8.04 9V" 30J6 3531 38A5 5586 6<Y4 6984 408 4-05 94 ~ " 318 I465 189J Il]ES 13506 16681 I 450 8.31 9N" 3159 3633 39l8 58J] 6J53 I340 245 6.16 9 h " 6 81 B603 9352 16146 185E5 YOISJ I4H 9.86 ~~y- 9J41 J304 06)6 8063 94I2 100)9 3J6 A 94 IlY " 7< 9081 9871 V846 20524 19]OB B)9 10.39 II%" 9948 4541 d936 892] 10262 I115J 400 5.20 1 IA 7897 10707 11638 I 3 4 I 2.25 14' 4655 5353 5819 IYI50 139JY 1518I JYO 6.13 16, i0640 13300 31 ~9 35895 39016 2150 404 1 16" 5310 6118 6650 15606 V94J 19508 IOJS J 00 g„ I 1~970 ID66 IJ963 ~ 38946 6<765 48658 3069 1575 IN" 5985 6883 )081 19663 22383 26329 1531 1.88 cnr.a a~v 93/." 4_23 Rt510L.~M LV! fHREE- p uM1 PiY 3yl." 7.31 RIGl~wm ~.vi Mazimum Maximum VaNimlSheor (Ibz) Banding Momenl (N-Ibz) EI (.10 ' _ Wei9ht (PiFl DeptM1 Mevimum bs) Vetliml5 h~ar Il % Maximum en ding Mament IX-Ibz 9 1009: 115°6 1R546 EI ~x 10~ ibs-id) Weighl (PIFl ep 100% 115% 135% 100% 115% 1Y5% ~bs-in') T/ " 100% J315 115Y 8611 125 9144 BG30 9694 10531 IIS 9.63 SV" 5486 6309 6858 63Y4 J4]1 ]903 131 ]2R z )9" 9669 11089 12053 1415~ 169J~ 1J68B 600 ~Y_69 7y^ 7234 8317 9040 10613 12205 13466 300 9.54 12 33 qy" 9227 10611 11534 16758 19271 10947 623 12.14 9V 2635 Id530 1998 43G89 2I013 29364 900 16.63 qy^ 9476 10898 11845 IJ6V 40159 12021 675 13.47 VY O> 8109 34951 9I089 6031J 1695 19 69 ' 11122 12905 1402) H4188 2I81] 30]J6 1121 JJ 14 J963 1 9742 ~ 20 78 11 % k" I1845 13612 I400/ 26]69 30I85 3346Y 1319 IS 59 a 9, 1 ll ~32J5 d6599 55889 fi0]19 288 1 4J.50 11 Id" 13965 16060 IJd56 3fiE49 419V 05561 2161 IB.38 14 18620 H16 00 ~ 032 30~ 8 ~0 16 ia^ 15960 I 1)955 18354 206G8 19950 2TY<d d6819 58389 5384Y 611 8 5854d ]498) 3226 a593 I 21 00 Y3.63 39d0 4I531 Y99 JJB52 9500 ~ 98 6 ~ j 1.HE RIGIOtaM LVL Allowable Design Sfresses~u Modulus of Elasticiry E= 1,800,000 psi" Bending Pt = 2,600 psln^^ Horizontal Shear (loist) F. = 285 psl Compression Perpendimlor b Gmin (Ioist) F<< = 700 psi" Compression Parallel io Groin F, = 2,400 psi ~ (l) Theseallowobledesignsvessesappiy*oaryservimw.. (2) No lncrease is allowed for load dorotian. (3) Moltiply by '~here d= dapih of inember [in]. (4) A Fatlor of 104 may be applied for repetitive members os de{ined in ihe Nahonal Design Specificahonm Ior'Naod Conshuction, 71/4' 2 .06 RIGIDlAM LVL ~ MaYimum EI Maximum Mu:imem EI ° WeigA1 p flM1 yeN Maxim um iovlSFearl lbzl Bendin g Mamenl lN-ILZI I Ix 106 Wai9F1 (plFl DepIM Var iml 5hea~ ( l lbsl Bending Moment (k-Ibs) ~x 10 ' 'Pif) ap % 115% 125% 1 00% 5% 11 1 15% Ibsin') . 100% 115% 145% 100% 115% 12 5°6 1bs-'^ ) ' " 100 3656 aY06 4512 4701 5406 58]) 91 4.81 5`h" ~849 2103 2786 2351 2703 2938 69 2.<1 5 h ' 4821 5544 6017 >892 9075 9866 122 6.3E ~y . pp~~ y))4 3013 3946 4538 4932 ill 3.V IY: " 151 )~I4 1689 12461 ta330 J5576 462 8 09 qy' 3016 353J 38d5 6430 ]165 ]]88 ]31 I 250 J OS 4 16 99 ~ 9'h" 6 6318 I 7265 ~ 7 891 13100 15065~163I5 500 831 9'h" 3159 3633 3948 6550 7532 8187 . 114 " 1d81 8603 9354 1J9d6 40684 44483 831 9.84 3J41 4302 6676 8993 10342 11141 415 492 . , ~ ~ ~ 4 117W 3948 4541 4936 9953 11446 12441 488 5,20 1 IN ' 9310 J0) 10 1 1638 I 2190~ 69 3~1 ~3889 1601 1 25 1 14' 6655 5353 5819 13551 15584 16940 800 6.13 1 4 10640 12236 1 00 13300 34814 40036 43518 2389 1500 - 16" 5320 6118 6650 1]40] 20018 21759 1195 7.00 IB" 13766 14963 i36=8 J9930 54272 1402 75 ia^ 5985 6883 7481 _ 211a9 21136 VO1 ].BB _ __._.....,7° 3.t1E RIGIDIAM l'dL p•q r.vc n~v~....,..~• Mo.imum Depth Verlicol Shmr Ubs)) Maximum Bmding Momenl(N-Ihs) Ei 10` I. " - yyeiyHt (p~f) Depih Ma.imam ~ Masimum EI `~9~~ 1Veniml5hem (Ibzl Hentlin Momenf (fl-Ibzl Ibz'o'~ I W(P~~ 0094 115 lY5% 100°6 il % 45% 10% 115% 125% 100%6 115 0 115% Ibc- in ~ 1Y635 IE530 199Y ]6199 ]QI19 3]]49 I I000 16.63 9~h'" 9476 10896 11865 1965D 27597 24562 ]50 12 67 20 195 39811 ,78 81 1 1 14801 3622 11 I1 845 1 Y9858 34437 37322 11 d65 15 59 J50 40 4 ~~~~p 2 4~3 23475 54206 523W 6)J58 ~ 3 1 6060 IG' 1 17456 3965 ~ 40655 46753 50819 1401 18 38 , 21280 44472 26600 69648 80073 87035 4]]9 28.00 16" I 15960 18354 19950 52121 60054 65277 3584 16 21-00 " 2394 0 YJ531 29925 86835 9986 104546~ 6804 ~ 31 50 i 0." 17955 20648 42446 ~ 1Y > 1<896 81408 65 5103 13.63 IB Design ~resses~'2 ]AF RIGIDLnM LVL ~ ' M of od la 000,000 psi"' Bending Fe = 2,900 psiu"•~ Horixonml Sheor (loisl F. = 285 psi Compression Perpendicolar to Gmin IloisQ Fi. = 750 pt Compression Pamllel to Grain F, = 2,750 psi ~ I! f~ ~ Ity ~ ~ ~ (1 ) These cllowame tlesign sresses ayylr uly=°~ 7-4" 11 R1GIOLAM _ nvaiwu sias prvceESj: IB 16 Id { fii 11/llkry 17 ~ I 9/9h 7114 (2) No increase is allowed for load dumtion. (3) Multiply by °B where d= depth of inember (Inl. (4) A focror oS 1.04 may be applied for repetiti.e members as de{ined in ihe Natinnal Design Speciiimhonmfor Waod Constmcnon. 7" 2.6E RIGIDUM" pVLIWIf 5143 (INCXE51,_ IB 16 IE ~11A I~ ~ I 9'h I NIB 'Muhiple plies of 11/4" 2DE RIGiDtArn LVL may be substiwted when properly anached. 39 W N~~J(A JOB NO. SHEET NO. DESIGNED BY OATE ~ • `J CHECKED liAl4 2.A4- SPk IcI = e~G ~ Gb.~u7-'~ = Z'_D ' ~ i I~ ~lo t 30> = ~ti~= ~vL = S4CZ~Z= 1 fla'~~= I z`tG I' ~v I z114v Nk- `bS 3 ,2°( ,n\ z' = 3`~,4 Ibl~~z 1-'e PlzoPvLL.vt-- - yv 4 JOB NO. SHEET NO."V DESIGNED BV DATE {p ' D POLJrC ~ CHECKED - ~v 621r fbev-f S \~lD ~~aT CP~'vG l S IJEPdz ~ v~~ ~ CL IJ~j~, FTL'- Q.6. ,zSo b TP-{ bevGq . Fmz LP.-V?-c►-l "o . 1 4,A4 Pos-r Go µ~~jzJPT~d'r~v7' ta,~F'T C ~ . i ~ D6S~W&h.r-Ar 1.1'5 13~9T DD~sT V SE' 6T S~ZE FPG~o~ = I.t~ Pt>Or r>owr use: tr. ' ''Sn7. K~E -o. 3 = E. = L,Zoo~ ooa FG ^ ~c 'F aft - 1)500 1b~~n2 G=O.a G~'o.31 Fc./I = ~Soo Ab. c 1~- ~G 47-~ tb/tn2L ~ ~?''S~2. 1344 Rirminm LVL eEARING I.ENGTH &EOUIREMENTS Suppotl Material 5'P'F ISouth) Hem-Fir (N.rth)111 Nem-Fir S-P-F Soelhem Pine s Douglas Fir - Larch 7,8E RIGIDLAMle 2.OE RIGIOLAAM•1 Fcl (psi) 335 405 565 _ 700 750 RiGmLnm Beam Width (in) 7'•• 3'h„ 1y,• 31y, 7544" 311V1 1si„ 7'h„ 1Y4,• 9~h„ 1 3" 1'h" 7'h" 1'h• I'h" llh• 1`H, ll}• I Ifi„ I Ih• 2 31k" 3" 3" 1'h" 3. 1 Ih,. IN', ~Ih. I ih„ I ih. 3 51h" 3. 4'h. 3. 3'h„ 3„ 2'h„ I ih. 2 y„ I Ih, 4 7'/^ 3'fz" 6" 3" 4'h" 3" 31/4" I'A" 3" 1'h" 5 91A" 4'h" 7Y." 4 1h" 51h" 3" 4" 2" 4• 2" 6 5'k" 9Y.•, 4'h• 7Y.,, 3ih• 5• 2~h„ 4'/~• 2~p,• 7 6" 5'h" 7%" 4'h" 51/4" 3" Sh" 1Y4" ~ i 8 . 7 b• 91p• 41h• 6~,}• 3y„ b. 3.. ~ 9 91/" 7'/„ y,/4" Sih„ 711,„ 3yV 7• 9'h- 0 10 91/1" 714" S 8%" 4" 73/i' 4" e il 9'/." b,. 9• alh• Blh.. Qy. x, 12 914,, 7 'p„ 5" yV." 4Y4' ° 0 73 9Y." 7Ya" 5'k" S. ' 0 14 7'4" 5'/i" Sh" ~ 75 9'/" 6%" Sy" 16 q'p. blh. 6. 17 yo„ 7, 61/5„ 78 9 1/4„ 7 l,}• 7.. i 19 7'W 7'd" 20 81/11~ 7 1/4, I 21 8ti„ 8.. I 22 9. 8,h. L_ 23 81141 Notea: 7. The minfmom reqaired bearing lengih is 1'h: 2. Daration of load {ac}ars may not 6e opplied ro bearing lengih requiremenis. 3. All beams requke soppon ocross thek full widih. 4. All beams require lotemi svppod af beoring points. 5. Use ihese mloes when the 6eom Is sopported 6y o woll plate, sill plate, tim6er or boi0-up girder. 6. tlse ihese valves when the 6eam is supported by the end af a colomn or <onnection hardwore- 7. The svpport mem6er must be sized ro mrry the load from the beam. MAXIMUM UNIFO Pie<es In Member 2 rows 7 6d com OI I Y" O. C. 2 rows `h" bolts I 3 rows ',~OH' 6olts OIIZ" O.C. bt 12 .C. 1015 1520 380 I 760 1 1140 340 680 ~ 7015 860 7720 ~i 2580 I - i~° SUS 3 - t%." 380 1 570 _ q _ 7Y+~ use bolis I - 3'h" use bolts Use RFP-KeyBeam° sizing soNware or beam, heoder or load mbles 5o size the beam. The table voloes apply m wmmon bohs that mnform to AN51/ASME Standord 8182J -1981. BoN holes musi be centered o1 leost two Inches fwm the top and bottom edges of the beam. Bo0 holes most 6e the same dlameler as the bolts. Washers most be used onder the bolt heads and nuts. Offset or stagger rows of bolt holes 6y one-half of fie boli spocing. The specified naillnq opplies m bofh sides of o ihree-piece beam. 7 inch wide beams may not be loaded fmm one side only. They mos~ be loaded from both sides and/or top-loaded. The to61e valoes for nails may be doubled for 6" a c spacing and tripled (or 4" o. c. spacing. Durofion of lood factors (e.g- 715%, 725qf may be applied to the fable values. RECOMMENDED FASTENER DESIGN INFORMATION IN TERMS OF EQUIVALENT SPECIFIC GRAVITY FOR HEADER GRADE 1.8E AND 2.OE RWIDLAM LVL Dowel Beoring-nail Oowel Bearinq-6o11 Nat 0.50 0.50 TO EITHER OUTSIDE PIECE - POUNDS PER LINEAL Nailed mon 3 raws lbd comman I 2 rows'h" boNs al l ol 74" o, c. 760 0 510 PROJECT : ' ~pg Np. SHEET I of ` . 536~ Nelson 5~ / DATE{p' ~ DESIGNED BY SUBJECT: ~EqCmBY DATE 2, oQo Ps~ P~ c. -CA.t~~ ~cl~q,s+s 4 ~ > TL. 5500 Zooo ~ . . z - p Z WITH TN 1 A I F TNI i R 1. F- 0 Ca ~ , ~ ~ ~ . r_ . ~ ~ 0 -j Z L. ~ . { 0 C-) . . . ~ ~ ry a a . e C ~ ~ O ~ ~ ° SIZIN = ROOF . ~n r. ~ ~ ~ ~ ~ W Orf e = L 4. PAN LEN H ING IV L C. MAXI ~ ~ ~ f~~ - = TH L 1 0 FRA I N TI N s f `~.i.J ►r j} ~ * i Y ~ p , ¢ . C"J ~ ~ ° T I TABL R301.. 1 T~ I H H N I IN . ~ • r ~ ~ ~f ~ C~1 , ~ Z ~ . , Cfl , a ~ MP . . . I 0 ~ O W ~ RT UAK ~ 3, . ~ I / N ~ ~ . -7260. ~ f a ~ ~ • ~ z- ~A p ~ / { I i ~ i,! 1/ j / ~y • - ~ ~ ~ ~ ~ ~ fP . . . F ~D UI M U U L T B IL TI ONF M AN N L P CEM D ~ • : ~ s~ ' • t ~ ~r u ~ 1- . IIAIN F~RM Hl. /11 9 Vl ~ 1. LLS ID A ~ = B N I IaNAL LL E E ~J I1f P . I H A LLO S , , , -1-s ~ ~ . . . . o. . . . ~ . ~ ~ A ~ 0 C, ~ , 1 o. ~ ~ ~ > P , ~ ~ tf ! i • ~ ' ' ! ' f ~ ~ ~ N . . s ~ . • ~ - i 44 .A IN r~ . , 9i !1 !f ~ED . 4., 0 HE EN I O R K''.,.~" STRUCTURAL ~ • e + P! 11 ! . . e • . 2691 Deacter S#reet ~ ~ m ~ ' o ~ • 4 ~p • e Denver, Golorado 80207 P 303 • 246• U5SQ V ~ ~ ~ m e t9 H U rks--structural@hotmail.cg ~ ~ - A , Y . • fll , = t . , 0 ~ ~ ~ . 4 STI = Q.53. RA I NTITI U ATERIAL ATER . AXIM . - „ „ . - f 1 . . , am . . ,4w A IX 1 IN I . ~ • o . . 1 I C1 i11 - - - , I%r k ~X f . o • ~ ~ ° ° ~ ~a . ~ I a ' . ~ m 2o L R T I WA E I . ~ !t . . - _ . ~ ~ , . , - ~ s ~ . . N~RETE • . FL ~ S • - QO PSf • , ~ ~ ~ , ITEM 8 DE FORCEMENT AND EM M aRK REIN F FOR V~ T TION 0 V RIFY THAT INS ALLA P CEMEI~T E A BEFORE LA ~ . , , , a ~ ~ • o ~ F RMED. EN PER 0 B P I I H P I ~ ~ ~ • m ~ - ~ - N A I I . . , E. I ° - C~ ~ RA AIN c ~~l PSI . , ~ O'U" ~ V r ° a TI N A HE R AI P c~ ' „ . , . , N, M; : ` . ~ e • i • ~ . , , ~ ~ . } ~ ALI, _ • ~ e ~ . / • FRR NGIN . ST U M U U I R . cr~ . I SP ~.Vl. E RS IS E UIVA~ TH T I~N ECI NT T H FI ED, ~ ~ • . . : . ~ ~ ~ 1'~f1w1P1t"1t°Tt° f"1r"1/1Tf'/'ST1/"1AI AA1R !'~i IP1IAIf~_ . v~ n. ~uivVr~t. ~ t rrcu i t~ i iu~v H1VU ~urciiv~: Ve I~r~+.~ ~r i ~~vv i vi ~n~ uvLv.1 irv I vvni~niv 1 I IL nvniu°~UILI 1 1 VI f11Y 1 IYlI'►IY Vi tll.~ I VI\LU I I~VUVtr I JVVVLJ t LU VI! JI Llrll ILU VIV v a ~ ' • • • , I Al1Ai LA I LI F ~ p ~ T I. Y S IF NOT IN RETE SU F M POR IV AP L ~ a L u s ~E AL A L C M NENTS NER S S EMBLI HAN L L ~ ~ ~ ~ ~ ~ ~ -I-a f! 19 ~ ~ I FOR C I . SPECIFICA I N T A I RE 4 B. CU . . , ~ a~ . ~ ~ ~ - - • ~ I I ~ TH I R011 SH OV f~IV. - c.a . ~ . . ~ ~ 99 ~ . , , ~ Ci 117-~Q. ND MATERIALS N~R E CONSTRU ION FOR TaLERAN W ~ ~ , . C~ E RA T R CONT~ACTO BUILQ H L E d WIN I ATE A FINISNED U . ~TRAC C T R PR TED Y THE IN 9. : , C.~ X N U AN A SA P I L F CON CTI NS HO S R UR L ~ , ~n . cv , ct N F ~ ~ II p r''~ . p . I~ N UM FOR IATION TR R I R S E Y IA I CO I 1. ~1 re ~ II 11 • r ~ ~ ~ ~ ~ : ,t , A FA~ 0 '+d ~d° Qy a ~ LT a C "\+I R T I ALL I 0 TE U I U RACIN OR 0 H WIS 1 ON A ALL P A 1. ~ ~ ~ ~ ~ ~ • ~ a E 3 C1S ~s . ~ ~ NaN~R IN P N , ~ . ~ ~colcl ~R . ~ , . . - ~ N. HT . , , . ~ • ~ ~ ~ _ ~ N ~ . ~ o ' u „ T ~ „ A . ' ~ • ~ C ~ ~ a 1" '"~S ~ • ! t C7~ U .0 ~ s N ISTURBED OR R-C M ON 1 I U I . , , ~ . . . . n t~ • : ~ ~ , ~ I I HED ~RA TH BEL~W T FFICI N ~ I HALL 5. LL o ° ~ °~.o PNI - L . FR T H AV . . o • ~ ~ ~ ~ N ~ a^-e ~ ~ ~ ~ ~ o ~ ~ '~'0 L» 1"t CO THESE DRAWING REPRESENTS AN INSTRIJMENT OF SERUICE FOR THIS PftOJECT ONLY AND SHALL Lo REMAIN THE PROPERTY OF THE ENGINEER ~NHETHER TNE PROJECT IS COMPLETED OR NOT, REUSE OF ANY INSTRIJMENT OF SERVICE, BY ANY PARTY, WITHOUT WRI~EN PERMISSION OF TNE ENGINEER ' SHALL BE AT TNE RISK OF TNAT PARTY AND BY PRO~EEDING iNITH THE CONSTRUCTION OF THIS PROJECT, TNE OWNER FOR THIS PROJECT AGREES TO DE~END, AND N4LD HARMLESS THE THE ENGINEER ~ROM ANY CLAIMS, DAMAGES, AN~ EXPENSES IN~LIJDING ~E~AL FEES DATE: 6/21 /06 > ARISING OUT OF SUCH UNAUTHORIZED REUSE OF THE ENGINEER S INSTRUMENTS OF SERVICE, DRAINN BY: RKS i e-rCc-r QrNI14Zinh'• _ - - 1 'm ! ~ > >1 1 11 _ f 14- ~ r~ t~ z a Z ~ ~ ~ - - ~ ~ ~ ~ ~ ~ ~ 0 V) ~ w w/~°+~ ~w.J ~ z ~ 0 ~ ~ {.iJ * > L Sl c~ N T x C) - - - c~ Of o c,ta ~ ~ w ~ ~ ~ w ~ ~ o ~ R~/\ • I C.~ - - - - - - - - - . c~ ~ z c~ - ~ ~ w I > ~ ~ . . ~ ~ i ~ ~ ~ ~ ° w w w o- ~ ~ ' ` ~ ~ ( ~ w ~f~-y' ~ V ! f/ I ' ~ P ~ ~ ~ ' P~ ~1- ~ 1~ l~l ~ .r~'° ~ I I I ~ t W ~ ~1 ~ ~ ~ ~ ~ ~ I _ I t + 1 W ~ ~ 0 Ul _ ~ 9~ w ~ ~ ~ ~ " ~ ~ rl~ w ~ . _ T- ~ ~ I ~ ( ' _ _ _ - _ _ N ~ - - - - - RKS STRUCTURAL 2691 Dexter 5treet _ ~ i Denver, Colorsdo 80207 4,~.P I i IN i ~ ~ P 303 • 246i OOO ~ ~ rks-stru+ctu ra1C@hotmai I. m ~ ~ N U o-- iq a~ i ~ ~ c~ 41~ IN ~ • ~d ~ ~ Q c~ / ' i i ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ f !9 ! f9 ~ ~g _ - 4 f 13 6 ~ f 7 --O ~ 4 2 v ~ ~ 0 ~ ~ ~ ~ ~ I I~ ~ 2006 c~ n ~ n ~ _ _ ~ GINAL : ~ .r , ~ tll .s.3 ~ ~ ICK DOBIE ~ i ~ ~ -~--j m FI M ~ ~ NOTE e ~ R 1 1. ~ X ~ N W - ~ ~ z~ ~ C~ I N C~ ~ E SA Y T TO _ M P U 0 ~ ~ ~ , c v ~ a~ s II T ING A I L . L RD H ~ I I MAY . 0 N IN ~ 0 o W T. T TH J I IT1~ ~ AC H e ♦ L[_ ~ / 1 Yd N ~ ~ 4°°^ ~ f) ~ ~ IP f fl e Q ♦ ~rq ~ II ~ . ~ s/~~^'\ '~"S NI (D ~ ~ C ~Mrs✓ 01 A p = ~ ~ ~ $ O~ ~ U) C 0 0 C) U) ~ ~ ~ ~ ~ ~ ' ~ O I~ . il il /G....~ ~ ~ ^ ~ c ~ ~ CTO ~ ~ o~ ~ ~ ~ ~ v ~ CY) Lo st ~ ~ r. DATE; 6/21 /06 h t~ II C~ , ~ I! DRAWN BY: RKS ~ fl ~ ~ N +~r ,.r LATEST REVISION; - ' % 3 ~ o RKS JOB. NtJ. 06-012 ' t~i~ ~ ~ TNESE DRAWING REPRESENTS AN INSTRUMENT flF SERVICE ~OR THIS PROJECT ONLY AND SHALL REMAIN~ TNE PROPERTY OF THE ENGINEER WI~ETNER THE PROJECT IS COMPLETED OR NOT. REI~SE DRAWING NUMBER OF ANY INSTRUMENT QF SERVICE 8Y ANY PARTY WITHOUT WRITTEN PERI~ISSION 0~ THE ENGINEER a , , SHALL BE AT THE RISK OF THAT PARTY AND BY PROCEEDING WITH THE CONSTRUCTION OF THIS PROJECT THE OWNER FQR THIS PR~JECT AGREES TO DEFEND, AND NOLD HARMLESS THE ~ S=2 . THE EN~INEER FROM ANY CLAIMS aAMAGES, AND EXPENSES INC~UDING LEGAL FEES , . N R ZEQ REUSE OF THE ENGiNEER S INSTRUMENTS OF SER1fI~E. ARISING OUT OF SUCH UNAUT 0 i 1 II a - - _ ■ ~ , u ~ Li,. _ ! ~ ~ X U CJ f~ n p ~ ~ ~ ~ ~ L~ ~ a ~r _ ~ : . ~ ~ ~ 'f1 /11~4lA(IAI(` CTDI I('Ti IDC IC ~ ~ ~ ~ 1 . J ~ J { T P R l N a F } THE I 1 x I q ~ ~ I s A1 I I. , ~ ~ rnr^asararn i~~~aE~i~~ ~~i~~ ~ >>~nei t i t j ~ ~ a ~~~t - - - - - - - I ~ r_~ ~ ■ s i ~ I > > ~ I ~ ~ ~ S.1 " ~ ~ ~ ! 1 y~ L a H PED R ~ > I ~ ~ ' I u - - i. _ • u AN L ~ _ ~"""5 ~ TING _ i o i 1 _ O U - O ~ ~ ~ ~ ~ - H H u ~ ~ ~ ~ , a` ~ I ~ 7 i . ~ ~ ~ 1 X t ~ ~crr- . ■ ~ S 4T T 4x ~ . ~ n J _ _3 _ u 1 ~ S~ - 1 ri t _ 1 ~ ~ i. ~ ~ t R ~ ~ > _ ~ ~ ~ ~ _ • 1 - - - i ' 1 i~ ~ ~ ~ r i T L~~a I J ~ ♦ 9 ~ ~ 1 # ~ • { T N N T A NE I T MPQRARY SU I ~ ~ . 1 'i , E__ ~ o ~ I 1 f~ ( FI L A J . L Y T ~ - I HT VA GIN IN A I L _ . - ~~i nnii~ nan-r~►onrn nn i ro~nr~~n nr rrr~PCri►an ~o~o~ ~ n ~i~~i nnn~en ~ i~v 5ra~v ui~ i~iNC~~~ u~ ~t~v~ i h~ ur ~ni~ i i~vU ~~i~LS M~r uc~LUn. ~ 5~~~ULI 5. ALL ~ULI 5 I U HAV~ ~ f ITIaNS AT T I A L J . H A ~ - 4 - FO THE I N TH ING l N ~ . . » „ n ~ ~ ~ ~ i i ~ I I ~ ~ ~ i~ ~ -4 ~ 4 0 AN FQ U . ~ , ~ ~N 0 x W - . Q' ~ ~ _ _ > ~ W ) >C > . A HAL IC ~ T ~ 4- ~ L K U LL ~ J ~ ~ ~ ~1 ~ d y9 9q 4 f p JI Jb ~ ~ 1 ~ ~ t~ ~ m s~ • p F-- d N ~ » r~ ~ K R w C_ ~ ( x-------~__-^.. I! I I N ~ ~ w ~ w ~ ~ ~ - ~ , ~ I , c~ ~ ` ~ i ~ ~ ~ ~ ~ ~ ~ I I w ~ - ~ T~ ~ , ~ v~ I ~ ~ ~ X w ~ w ~ N w ~ . { ~ s~ u ~ N ~ 3! f1 f! w (ry w ~ AmL J ~ . i 1 I HAP 0 FJ01Tw ► ~ , , , ~ }7 ~ w - 1 B NAII. EA H . D IVE w ~ ~y ~I I) GL - - - ° - . D IVE NAI LS II II ~ r ~ ' ~ 11 il 9f ~ « N , , . t11 ' ~ ~ > N r I . o ~ . ~ ~ ~ ~ ~ ; I w~+~y . ~ r~ > j ~ ; 1 ~a ° - _ - _ _ _ - _ _ l.J - . - i . _ i~ t+' ~fi ~ ~ ~ ~ j C ( » n ! + 1 0 = . . ~ n c~ .fl ~J.-3 I 1 M M~ B~LT LEDG D L. L L ER w J RIA L I TL L X ~ a » ~ ~ . . rr 14 ~ P T a ~ s ~ ~ ~ ' ~ ( ~ 0 ~ Q f! 1 q 1 ~ ~ ~ ✓ ~ ~ u ' 3 _ o ~ ~ ~ m R I THESE DRAWING REPRESENTS AN INSTRU~ENT OF SERUIGE FOR TNIS PROJEGT ONLY AND SHAL~ REMAIN THE PROPERTY OF TNE ENGINEER ~JNETNER THE PROJECT IS COMP~ETED OR NOT. REUSE c-0 OF ANY INSTRUMENT OF SERVICE, BY ANY PARTI', WITHOUT ~NRIITEN PERMISSION OF THE ENGINEER SHRLL BE AT TNE RISK OF THAT PARTY AND BY PROCEEDING WITH THE CONSTRUCTION OF o ~ THIS PROJECT, TNE OWNER FOR THIS PROJECT AGREES TO DEFEND, ANQ HQLD HARMLESS THE THE ENGINEER FROM ANY CLAI~iS, DAMAGES, AND EXPENSES INCLUaING LEGAL FEES L U) ~r ARISING OUT OF SUCH UNAUTHORIZED REUSE OF THE ENGINEER'S INSTRU~ENTS OF SERVICE. d L g ' r~ i ~ ~ ~ dll ' S 'ALOT P LAN `FOR LOT 9 , BLOCK 2 1 CITY OF WHEAT RIDGE, COUN ADDRESS 5311 =P Yt OF FILING 3 STATE OF COLORADO. i. . 42.10 NO0° 13' 1 1';W ~ 66.i ~ ~SETBACK LOT9 ` ; i , 91075 sf. ~ ;o*►o ~-t D , ~ 0 1 ~ I Nh. JIELODY HOMESINC. .30 F-S ~cf)I 0011 Qo ( I ~ 263 I J TO P ~ s PL Z2.7' 3. l I CRAWL` TOC Toa o ~ i - 10.7' ~ = ,t- • O 2057 85MT ~ 1;r) ' I V I : i4,. N ~ ^ #U3 I ~ a +r' I p I - 1 I ~ ~ I ' ~ ~ 8. ' L 6 40. 0 2.9'T 9.3' n ~ , I ' h I 0.7 I I . I^ ,3C,AR ~ I IN <GARAGE ~ 17.0' RIGFiT . I PORCIi ^ ~ ~ 20.0' o I - I F------L 2,0' I I} ~ I I ~ c~ L o • ~ S 10' U.E. 10 U. 39.021 S00°24 26 E 66.00 c 39.66 NELSON STREET C N RA NO S 1. T115 PLOT PLAN DOES NOT SHOW LOCApON OF NINDOW KELLS. FOR THEIR LOCATION SEE STRUCTURAL ENGINEEREO PLANS. 2. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE ARE i0 THE EXTERIOR FOUNDA710N CORNERS. 3. PROVIDE AND MAINTAIN POSIPVE DRAINAGE AWAY FROM ALL FOUNDAl10N WALLS PER WARRANTY REOUIftEMENTS, (0,5R MINIMUM SLOPE FOR CONCREIE PANS.) 4. 7H15 PIOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSiRUCTION NAY VARY. 5. FOR OUESTIONS REGAROING 7HE FOUNDA170N DURING E%CAVqTION, FORM SETIINO, ANO HOUSE CONSTRUCTION REFER TO iHE ENGINEERED FOUNDATION PLNYS 4° HOUSE AT MINIMUM SETBACK . LEGE ~ ti z' LNF0 STAKE: MODEL 2087 RH 3 CAR ELEV. A LOT AREA (S.F.) = 9,075 HOUSE AREA (S.F.) = 2889.3 COVERAGE= 31.8% BLDG. HEIGHT= 19.9' RVG. BLDG. HEIGHT= 14.9' AVG. F.G.= 43.1 k APPROVED FOR STAKING 0 z K ..:CHECK FORMS BEFORE POURING f 48 HOUR NOTICE REOUIRED WWATER SERVICE I ~ . ° 2' STA GER R . ~ SANITARYSEWER SERVICE i 1 Z G EQUIRED 'S IIGHT POLE Z o -...40~ LOT COV~ERAGE FOR RANCHES/ ~I-L~ 1 AFIRE HYDRANT ' (kMELODY HOMES 11081 SFIERIDAN BLVD. WESTMINSTER C0, 80020 PHONE: (303) 466-1831 FAX: (303) 466-2368 MINIMUM SETBACKS: CALL UTILITY NOTIFICATION CENTEROf COLORADO FRONT: 20.0' 1-800-922-N 98o SIDE: 7 5'REAR: 10' op 534 - 6700 NVEn oc • STREET SIDE: 20.0' MINIMUM BETWEEN STRUCTURES:15' 1 r LINE OF WALK OF WALK SCALE: 1"=20' DATE: 05-07-04 REV: BY: BMA JOB N0: SKY3 . ,E _OT PLAN LOT g , BLOCK . FOR 2~, DY HOMES INC. STATE OF COLORADO. t 4y` :T i 7N' ~y<t. ~ y~ ei...~ Y~I 40.0 ~ ~ 0 ni ~i OFNCRAI NllMc . 1. T115 PLOT PLAN OOES NOi SHOW LOCA¶ON OF NiNDOW WELLS. FOR T/EIR IOCATION SEE SiRUCiLRAL ENCINEERED PLANS. 2. OIMENSIONS SHOWN AROUND iHE PERIMETER OF THE SiRUCT1RE ARE i0 THE . ' EXTERIOR FOUNOAl10N CORNERS. 3. PROVIDE AND MAINTAIN P051710E DRAINAGE AWAY FROM ALL FOUNDA710N WALLS PER WARRANTY REOUIREMENTS. (O.SR MINIMUM SLOPE FOR CONCRETE PANS.) . , 0. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CON5IRUCTION MAY VARY. . 5. FOR OUE5710NS REGARDING RiE FOUNDAPON OURING E%CAVAiION, FORM . ' SETTING, ANO HOUSE CONSTRUC710N REFER TO TIE ENGINEERED FOUNDAlION PLANS ~ • HOUSE AT MINIMUM SETBACK LE INFO STAKE~ MODEL 2087 RH 3 CAR ELEV. A LOT AREA (S.F. 9,075 HOUSE AREA ( .F.) = 2889.3 COVERAGE= 31.8% BLDG. HEIGHT= 19.9' RVG. BLDG. HEIGHT= 14.9' AVG. F.G.= 43,1 Qc APPROVED FOR STAKING ❑[]UTILITY PEDESTAL' 0 z w ...CHECK FORMS BEFORE POURING y; 48 HOUR NOTICE REQUIRED ~ ~ WATER SERVICE IC=PROPERTY LINE N . . . 2' STAGGER REQUIRED Q SAN17ARY SEWER SERVICE BOW=BACK OF WALK FOW=FRONT OF WALK 00 LIGHT POLE I[=FLOW LINE zS 359. LoT cOVERqcE FOR 2-STORY/ iRl-LVL . 407 LOT COVERAGE FOR RANCHES °AyFIRE HYDRANT -"-°-'-'-SETBACK . EASEMENT CALL UTILITY NOtIFICAtION MINIMUM SETBACKS: 1° 20' CMELODY HOMES IN0. CENTEROF COlORA00 O' FRONT: ?O = SCaLE: 1f031 SHERIDAN BLVD. 1-800-922-1987 O . 10. SIDE: 7.5'REAR: DATE:05-07-04 WESTMINSTER C0. 80020 O"534-6700 DE„~R _ 20 0' REV: " nxo,vE: (sos) 4e6-183r . STREET SIDE: I gY: BMA + Fnx.• (sos) ass-zsse BET WEEN STRUCTURES:15' JOB N0: SKY3 NELSON STREET ` ' ~ ~ ~ ~ 4 i ~ a ~ m ~ 0 ~ 0 ~ ~ N 9 3 ~ OQ'4 a C d~ ~ m o ? 3 ~ c a O~ ro o g ~g ~ AQ S~ ~ ~ ~ m f N 3 a ~ m 0 T O x -4 x m T 0 r O ~ z ~ ~ C .TI u 0 N m m A n 0 0 O --1 ::E Z ~3y ~ ~ m;a b m A R ~da z 3 v v 3 A ~ 6 w $ o < m z CA o ~ o 3 .7G d O m W ~ = 0 N S ~ 3 n ~ Z N tn m - 0 cn CD, - (D. d g a v ~a ~ n .Z1 J g a A8O m 'I O ~ ~ m m N O ~ ! ~ A ~ 4' = n p~ D o Q y o i N ~ n m ~ a O ~ A ~ ~ m ~ m v $ D 0 o ~ w w m 0 s m n m O cn cn ~ c N O> C16 g m f N ~ ~ W (n O J f° a 3 n a _ m d o ~ 92 ~ c < a ~ mA m m ~ n~ o m m np ~ o C ~ A N m p A p J O d : ~ F~I F1 ~ ~ ~ O n ~y V ~ z ~ Date: ~ C~ ~ 1 I ~ E1Z~-- A Certiticate of Occupancy or Completion has been requested for: ~ PuavoaC or 8-MucruRC• J~ f2 Building Department Approval: Remarks: Zoning Remarks: Public Works Approval: ok ,Lji,16 ia~o~1 Remarks: Fire Marshall (If Applicable) Remarks: Sanitation District Approval: (Ii AppUcable) Remarks: Water District Approval: (IT Applicable) Remarks: , INSPECTIONS WILL, NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD TYPE OCCUPANCY JOB ADDRESS BUILDiNG PERNIIT NO DATE ISSUED OWNER CONTRACTOR_ I l SOUTH EAST WEST SETBACKS FROM PROPERTY LINES: NORTH INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Founda'tions Footings Caissons ~ c • O _ Reinforcinig or Monolithic PS Weatherproofing Pni ia Nn CC)NCRETE UNTIL ABOVE Y1AS tsttN OiUIvtu te Slab Floor: (Ground Work) E- E E round Work) U (G ~ o Ground d Work) ( 5'~hE-~v~- !ln NnT PCII IR FLOOR UNTIL ABOVE i"1AS tSEEN JlcaNtu !Z:~ CYJ A.M - - - - Rough Electrical Rough Plwmbing Air Test Gas Piping Rough Heating & Ventilation r l y . Framing ~ i e% Li , Insulation Drywall fJailing c Roofing Refrigeration Electrical Underground Final Electrical -9 `4 Plumbing ~l- .54'4`1 Heating & Ventilation Cl - 3 4 Frame q ~ 30 -0 q R.O.W. & Drainage o' Fire Department Parking & Landscaping . Ir - OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 09/29/2004 14:31 FA% RESIDENTIAL SITE CERTIFICATION DATE: ADDRESS 63 (1 GUG oti S? LOT: -1P/ BLOCK: ~ SUBDIVISION: SKYuN~ Fs'rATPS 3 - Q003/004 g~- The relative elevations at the referenced address were measuted at the lot sides and comers, top of with the pp oved gtading and eros on ontrol p anfothe referenced ed aze in substanttial onfomeance a e rt subdivision. o The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall su6division. seal ~ Sincerelv. 09/29/2004 14:30 FAX Uoo2iooa IMPROVEMENT SURVEY PLAT SCALE: 1~• = ZO' „ Carroll Lange DRAINAGEACERTIFICATE J0B NO: PH 1 vrmas.m.oi e.um.e.. s ~.~e sw..von DRAWN BY: ~i,~nwooe.co~o°aa e.oz2e1e15e DAIE DRAVM:9'29-04 ~soa) aen-azoo REWSED ISP: o~ REVISED ISP: 0 3~ OO vOOO c~,. RECRADE: 9-28-04 P 6 0 66.00. NOO'1 ,71 "W ,FmGF=N o 0 -FOUND MS REBAR LOT 9 io' U.E. ~ win+ PlASTIC cnP BLOCK Z O-FOUND NAIL & DISK Ie-PROPERTY IINE I BOW-BACK OF WAIK ~ 1[-FLOW UNE 0 spEDESTAL Q I x SERVICE ~ g ~=FIRE HYDRANT PROPOSED TOF- 43.H * ~ AS-BUIIT iOF= 43J x~' jl i`- ~ . ~ 26.3' ~n O 10 20 n W 4 w r~ 3 . ~ oA. ~ , M1~ 22.7 v i nEr+cevi ceairv mr.* TMc uo or+MMi.c[ >wricaw snowri ~ ~ ~ I I p~ y `NS,d'~ a:°`.i.. aF ' ¢ z ~ ~ncon vcnc ocvttov[o rna. ~ sw+~r ar me ~eove a[sueern w+orr~. PENFORYEU ON1~ lXf D.~~E SMCMN. mO ACCURARLY N IRULY MFIL~ T1E oH 1 STORY m 9 p~ ¢UEV.naxs ~s mc. ewsrzo TMc I STONE AND FRAME o ^ ow*c or sAro sux~c~. me atL-nW ^ I ~ 5311 EIFVATONS .~5 UFYiClEO NENEON MAY qVJIGE SlIBSEOUErvT lO ME DAIE NELSON STREET M14 ~ vxor ouc to n~E aesvencc OR VGHE.L Oi lHE SOiL. DpTqi tli ~I~ OR (iEMDV4l Oi SOiL BY ^CT$ OF YAK W~ EP09ON BY TIE M1ND OR W lEM M OMwR Gwtl[MU. T1EMEiM1E. TMs sw~\EV v . NOl ACCVNAIELY ~ T4~~pS O.8 I ANO M/J ~ E WOOD PXOPEP M/AE P~E, OG PY£Y FENCE 4 9 Zr /'Jr0 ~ RE ED ID SU(hEYM. NO. ~ rY I 17.0' ~ 9- 3-04 A 8,5' oA~ wRVCr ~ 20.0' eow:- me E.cv..wds uro oRUr+Acc a~ncnN g ~ ppRCH AeovE sHww uRc ME accisreneo 4u~o ^ 12.0' supwvm's xnTE.o rwoincs ox mc fIN151SD CPOWU GRwOES MOVHD YOU11 RESIpEMCE ON THE DA, SHONN yW, TIE OYEO'MMEN.. MUSt MM1INiGW ~M11 XTIOVEESENLYEIEVOPAM1IN TON3T11EANWADIEflGR.~OES TO I Q,'L~I VP AWAY fFOY ~ VOUN NWSE. T< 9VIlDER Uf YOIIP ONEA~ NOT „O\E~1 SINUCNPµ WLL NO~y 7p yqUq OYE GM15EDA5 A SPLIT-RAI ~ - - °i rtcWLr or aHAneES uwoe . FENCE ~ ~ riwznso exwcs. mrnevoac. rt s ua ASSSETSBY E BUO~H~pNAS QRTAEO MEMEIN BY THE 511RKWF. 10' U.E. m wwnon. me Ho.w rrtorerna+s on W 5 R roUw RESIDENCE PXOwOED 6YCNfl vO11R.LL BUIILfP WLL NOT COVEP SlIt11 ~ DM1AQ CIiUSED A5 A FESULT K r4 BOW CH.WGES Y1DE M 1MT1EflEFE NISNFO pp~Y1A0[ Cpw0E5. OIiE. Fl 1! IS YWP NESPGNSIBttItt i0 YGiHT/nN wE ¢ PT~U BT TIEBSUKYOP1L~R AND 5 f~- Q NELSON STREET a' BVRDEF BEARINGS ARE BASED ON THE yE$=_ LINE OF LOT 9 BLOCK $,_,OF THE RECORDED PLAT 5KW UuF F~qTES FILING NO. 3 BEARING NOO'13'11"W . WI7I-I MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PI.AT OF A SURVEY MADE UNDER MY SUPERVISION THIS 93R2 DAY OF GFOrcbqFR _ ,9004 , OF THE PROPERTY DESCRIBED ns: LOT 9, BLOCK 2. FLOOD INFORMATION: SKYLINE ESTATES FILING NO. 3, THIS PROPERTY LlES WITHIN ZONE C, DESIGNnTED AS AREl~S OF MINIMAI FLOODING, ACCORDING TO FEDERAL CITY OF WHEAT RIDGE, EMERGENCY MANAGEMENT AGENCY FLOOD INSURnNCE COUNTY OF JEFFERSON, Rnre MAP, CQMPA1fNI?Y PANEL NO. 085079-0005 C. STATE OF COLORADO REVISED.prHI§'i'4 ..1L419~':-~(SKYLWE ESTATES FLG. NO 3.) ' R-..RIGHTS-OF-WAY IN AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMEN 6;.6aR~~ ' CY SHOWN. EVIDENCE OR KNONTI TO ME AND ENCROACHMENTS BY OR ON THE PREM` BY: - - DATE: RECERTIFlEB, •'~.`":`E: THIS SUft4EY DOES N0T AODRESS EASEMENrS OTHER THAN THOSE SHONN ON THE RECORDFA PLAT NOIEII NFREON.r91{).WAS PROMEU TO THE SURVEYOR. NOTICE: ~ceo.we ra eaar+.oo uw vou MUST ea+uu+cc .w+ UDaM_ .Mnw euco urw Mv oes[cr m ms su+ME* warws Mw rw nns* wseoNsnco ww OEFEM. iN NO EVENT MI.Y ANV pCT10N B45ED UPON N1Y UEFECT IM TIIS SURVEY BE COMMENCED Yp1E T1IM lEM WMS iRW THE OA1E CF lMF CEMTFlCA110N SNOMM NEFEON. ~ O N add3 ~ 00, <a. r . %K . ' _ , . . , r _ ~ . , . ' : . 1 ~ ( 1 b ~ Lr) ix , ` ~ . . _ _ ...LO ~ ~ . • f ~ • I ~ ;i oJ ~ j t 1._ _ ~ ; - . ~ ry ~ m ao h ` N rn Ln ~ - r-- U') ~ ~ 3 ~ ~ ~.v-~i • • I 1 ~ TE:Vt booz/6Z/60 too/tooo COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17771 BUILDING INSPECTION LINE -(303-234-5933) Date : 9/27/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5311 NELSON ST Phone : 466-1831 Contractor License No. : 21948 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 application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and alle9ations 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 W heat Ridge Building Code (U.B.C.) and all other applicable Whea Ridge rdina ces, for work under t/hi~~ perm . (OWNER)(CONTRACTOR) SIGNED DATL"~ Description : INSTALL BOTH W INGS, 6' CEDAR Construction Value : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $420 Total: $34.75 Use: F5 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: 2oning;Commentst' PIbtE NOtE: Approval : TRC OK Owner /conueda Is rpponsibie for tocating properry Zoning : pRD lines and coostructing improvements according to the approved plan and tequited development standards. apflding C,omm¢rl . '►'he City is not tesQonsible for inaccurate infortnation Approval : submittod within the plan set and any construction erron resulting ftom inaccurate information. Public Works;Cqmillehfs;' APProval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : • Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or anyother applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work aulhorized is not commenced within sizty (60) days from issue date or (B) the building aulhorized is suspended or abandoned for a period of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount normaily required, pmvided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage probiem. (5) Contractor shall notify the Builtling Inspector lwenry-four (24) hours in advance for all inspedions and shail receive writlen approval on inspection card before pmceediing with successive phases of the job. (6) The issuW of a oval of tlrawings and specifications shall nol be construed to be a permit for, nor an approval of, any violation of the p~oM of t d ing codes or aj_WWher ordinance, law, rule or regulation. % ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. SF.P-e2-2004 05:08 FROM:G W FENCE 970-284-6163 T0:13032352857 P.9 COMMUNITY DEVELOPMENT DEPARTMENT Buld'np Pemit Number. ' BUIIDING INSPFCTION LINE -303-234dA13 Date: CITY OP NhIEAT RIDGE " 7500 VYEBT 29TH AVENUE INNEAT RIDOE, CO 60053 - (507-23.1' ,2664) APPLICATION ''mp" °`",er Me\ad ~as 3 63 4~• ~g3 ~ - crnaa~g: S3~\ `~tJc.o~ Conhaclor License No.: \ CompaOy. \ 1 t, n( c, Phore: 3_ 4bq- C~'f f.u.~ ! W cJ~f ec ~S r' oMEPJCOMtwuaan aoxRnM oF uNDEnsrAwcM µo AaREEMarr I hwoby wrtlry thet Na satbaft ElRanoas poposetl Oy Nb pNmR apprwMOn Sn Conshvcti0n Velue:$ 3$"I) - aauwts.mtldomivbmmappiabk«dfmnas.mNsorrapiLtiotsWtMGYa PemutFee:S wna.t rtao. or oovananrs, «aen»nro or rmtrktions a ncom: nwt .Y Plan Review Fee:S maasur.merRe alqwn, ond atlpitlom mWO an moapata; tlat 1 hve roW aM aprea MmDitls Gy NI ooMlCOne prUrteC on tlft app6otlon md Ilrt I wurte hul i lew TmS responamiwr for oompeence wen ur wiw.e naw Buildino Code (U.e.c) ud .o Tota1:S othx aDW~bM Wnwt Riapa Ora'rrcoa. for woilc inaa tliY P~rm1G (avrBeXCanw~roalexvM < , ~l`--• 8 W"-----F-~-~ cov~e+xc~m~craws~wr~.i~1:1-_~~a~ Descripdon: T~vsjPwN '~ov"% W1rV cC'dGr ~ Sq. FR addetl mm.nnva nxvARTMFPTI' USE ONLY SIC: Sq.Ft.: APPro`ral~~ 2oning: ~ i CAMMBlTS: j . . . . . . Approval: ~ Lti ; NoFtus CowNans: AppovaC 100OUpancy: Walls: Root Stories: Residential Unils: I I Electrical license No: Plumbing License No: Medianical License No: Company: Company. ' Company: Expiration Date: Expiration Date: Expira6on Date: AoDrOVaI' ADafovaL !+9arovel: (j) Cobn~ MOOtlw7adnY mWtb ~ 8u6dYq ~WdeadVVl~rtRidp~ bnde anY~appfiwONoidimnoaol tlq Ciy. R1 Thb WTnt elaY ezDim r W tha wak aulhorbed b mt cammenod wiWM sEtlY (BO) days hom isaw Nte or (13) IM buiWinp authorized is swW ndsd or aWndonad 1a a Oeriod M/20 drys. (7) N Ws Wrrnit «ptr". a mw pami may WaoWlnd for a M1e of arJuqtlr uroud nomreb reVuYSd. WovWed ro dunYm hava 6wn awq bo nude In the oAplml Dlem and ryeedKatiom aM arry auvM^sbn aaMndonmeniMa rat eYCeaded one (1)Ypr. tl danpmh~baen w i auiM'mion or o6ondomwrR s:oseds me(1) Yar. NY Ma shslW poW br answMmiN- (4) No wak ol any rtonner eha0 bs dme tMt xW ehlps 1M mlural Ibw W "br ewdnp e dtainape pmEMen. (S) cona.aor an■o natllr Vo Bue4ro Inspacmf1M°^"r (24) laus In.avanc. ror.n inapsctlom ■m alNll nalvs wR.n sppwal on inspadlon nM esbro ProwedFC wYh sucwadw Plu+se M tlw pE. (6) ppowl ~ d, ero vio4tlo~ ot Mr P~ovkiona o of tlr buBdUW mdn nm~jns ~ahal no ~t~W ~w. n~M or rpulatbn. for. nDr an Chiet Building OfficiaI SEP-22-2004 05:06 FROM:G W FENCE 970-284-6163 ~~~Oti~~32~3~~857 aep ca u+ u1:00a rteaan6 9FP_29.2000 4:39PM ND.a% P.2 P LO T P LA N FOR . MELODY HOMES INC. LDT 9 BtACK , 3KYUNE ESTATES. FlLING 3 GTY 0 AF_MZAL D ESSIQM 53o11u NTELS~dd S g SON STATE OF COLORnDO. (-S ~r .n ~ ; t OMELODY HOME9 I ,a, AEOMW Um ~ ~ I~ I~ I~ IL L. to' u. ' ~T : ~ `~"1~a`#"~'aYt'u~L~d'1jO'°uar~~uw~w.waan~ • 4 a A~M1141 a n~ mrvsNR ~u n eR , i . `~~wnw , • p~ ~Or ~IwC19P~.~ ~ ~ s 1~~mntq~q~M1101wM6 ~ ~g • W nAMM RCWM ~ • ~f lM* PEIF I"-6vL ~'(nt HMt+wi ~ MMIIIAUM SI jurn ciAKF• NODEI. 208 7 RH ~ t EL£/. A lDT M!► tR, . 110U![ i.) - COYt1U6E- /LD0. M676NT. "eiw~r q075 2leo.3 31.811 19.9' iwe• ~ti e F.a 43.1 ~ ar.. JOB ND: SKY3 ~I 1 P.10 p. o 0 m ~ w~ ~ m w' 0 A0 ~ W n w O 7 N S < m 6 fD (D 7 N fl. CD ~ 0 ~ 3 N ~ n 0 3 4~ ~ ~ C- 0 a D a a A N N ` / tl 0 ~ f 0 n Z " ~cn m ~ ~ w ~ < m ~ 7 N • r 0 Z N E ~ o m n vj Z -I (D o v ~ M ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 17307 Date : 6/30/2004 Property Owner: MELODY HOMES INC Property Address : 5311 NELSON ST Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 Phone : 466-1831 OW NER/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; thal 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 (U.B.C.) and all other applicable W hea) Ridge,qrdinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED/~ DATE -1-04 ConstructionValue: $182,150.00 Permit Fee : $1,896.19 Plan Review Fee : $100.00 Use Tax : $2,185.80 Total: $4,181.99 ~ ~~o • 5 . ( /sv . o0 Description : 2087 A- 3 CAR TANDEM GARAGE, FIREPLACE IN FAMILY ROOM, AIR CONDITIONING; 3.5 TON BUILDING DEPARTMENT USF~NI y `•"""•°'°"'"Z~ -VRmET / wntraetor is respons~'ble pr locatine propert ZoAiHg;~'+ommentS7 lines and c~~'structing improd~ln~ilts acccrd,ng to :1,Approval : TRC OK apptoved plan and reyoited developmcnt star;d.;;ds. The City is not responsible for inaccurute in;orma.ai Zoning : PRD submitted within t}ie plan sct and any constr;:e.Wn errors resulting fmm inaccuratt inforr.,a~iun. Sul Fdln~:Co.r~~rig nts:'' TWO ENGINEERS STAMPED FOUNDATION PLANS. Approval: CR Approval : DFB Occupancy: Walls Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OK/KS OK. SEE ATTACHED SHEETS. 6129/04 Roof : Stories Plumbing License No :19354 Company:Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Residential Units : Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OK/KS (7) This pertnit was issued in accordance with the provisions set forth in yopur application and is subjecl to the laws of the State of Colorado and to the Zoning Repulations and Building Code of Wheat Ridge, Colorado or any other apPlicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permil expires, a new permit may ba 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 ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year. full fees shall be paid tor a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Coniraclor shall notify ihe Building Inspeclor twenty-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a perrti appr revn specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of the i esny other ordin rule or regulation. /s:..~?;~!f~ . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: Applicant: _ 'C 10d flW" Phone `j'3'1 /tJ~zso,J S~~ Location of Construction: 53 1) ~T Puipose of Construction: 5.Aja~&c- Fit.Ni~~ ~ES~DF.✓~E Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100-00 (for docuinem processing) Single Family Residence Review Fee: $50.00 b 50.00 (for review of applicable technical documents) CommerciaVMulti-Family ReNiew Fee: •(for review of existing technical documents) 8100.00 a .(for resiew of technical documents for conslruction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 S CDOT Access Permit Fee: E 100.00 E (for docwneN application and processing) Tratfic Impact Study ReNiew Fee: $100.00 S (for documem review and processing) F1ood Plain Variance Review Fee: kfor documenl reeiceand pra:essing) Ciass I Application: $300.00 S Class I Publication/Notice N/A Class II Application $750.00 $ Class Il Publication/Notice S90.00 $ TOTAL REVIEW FEES (due at time of building perm it issuance): $ /So . o0 PLEASE NOTE THAT IN ADDTI'ION TO TkE ABOVE FEES, THERE Wll.L BE ADDTI'IONAL LICENSING AND PERMITTING FE6S REQUIItED FOR CONSTRUC770N OF IMPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature ot Applicant Date Rw DbOJ pF ~~T DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REViEW v Date: G/ 9/O C/ coL O R L«ation: -3"1 Xlle2-SO.v .5;;~--~7- Attention: Buildiog Departmeni 1 have reviewed the anached maarials submitted in application for approval of a at the abovc refcrcnced addrus. Please note ihc summary comments below. 1. ✓ Boundary Closure: _ OK _ Not OK; refcr to stipulations. 2. ✓ Drainage: a. Drainage plan and repon neoded _ b. Drainage plan nd n«ded c. Lol drainageJgading to be reviewed by Building Division ✓ d. Site drainagdgading provisions havc ban revicwed ard are: 6ELoe o ✓ OK Na OK; refer to stipulations. 3. ✓ NPDES Permit Requircd: _ Yes ✓ No 4. ✓ Public Improvementt a. street paving nxded: Yes ✓ No b. curb and guttu nxded: Yes ✓ No c. sidewalk needed: Yes ✓ No d. svat lighu neoded: Yes No e. stam sewer needed: Yes ✓ No C letter of aedit required: _ Yes ✓ No If a letter of credil is requued, for what improvements? wl/~ Amoun[ of lener of credit: N14- 5. ✓ Subdivision Agament required: 6. Developroent Covenant requued: If Yes, for Yes No Yes No 7. ✓ Traffic impact analysis and report requircd: yu - No 8. State Higtiway Access Pemiit nKeded: Yes No 9. ✓ New roadway or alley R.O.W. dedication recommended: Yes ✓ No If yes, what is recommended7 10. ✓ p11 eziuing dedicated roadways/alleys meet the standards of the Ciry: ✓ Yes No If no, which do not ard what is requested: ,a/ 11. ✓ APPROVAL: TAe Public Works Depanmem has reviewed this requut and Aereby givcs iu approval, subject W the above and/or attached sripulations. •~•----.i~- GZZ9n N Signamre David F. Brossman, P.L.S. Date 12. NO APPROVAL: Tfie Public Works Departmem has rcviewed this requat and dots not give its approval for thc reasons suted: Signaturt David F. Brossman, P.L.S. Dnre 13. ✓ Sti ulatiora anached: ✓ Yes No ~R~~~~' C~nFi~~tT70nJ LET/EZ FRO^y r? E. P - - iZEry~ui,Q.t'~ P,P~oi2 -7a ~ssu,r.uc~ oIr'G.O. 14. ✓ Summary Commenu: Mv dama¢e W Oc ezistine Public Improvemrnts as a result of this construction is to bc rcoairod to mxt Ci[r sunduds bv thc Pumit /pplicant prior to the issuance of the Catifiate of Occuoancv A Drainaee Cutification Lenc is reouired orior to the issuance of the utificate of Occupancv \ • C~v~~~ oepmaireru a Wbic woft DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATBD 612y ° `1 ADDRES S .S31 / AJEz .s a .v 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 construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construcUOn 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,..f4 A-00-0-'...' David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 COMMUNITY DEVETAPMENT AEPARTMENT _ Q BUII.DIIVG INSPECTTON LIN$ - 303-234-5933 CIT'Y OF WAEAT RIDGE 7500 WEST 19TP! AVEICUE wIiEA't RIDGE, CO 80033 -(303-233-2855) _...m~. Property Owner: MtLoq(`~, PropcrtyAddress:,- 31- Conaactor License No.: Cottpany Building Pemtit Number. bate: Phone Ptane: OU7: ER/COnTIU(,7pp SIGKATUNE OF IiNDE(STMDING.V:D AGREFD1CN7 I hcrcby cenify Nat tM sttLxk af,tanca yropoud by this pemvt applicaUon re xcunte, and dolfoi viohm applieabk wdimnces~ rules w rtgulaupns Of ft Ciry o( Whpt Ridge or eavenanu, qstmnstt ar mvictlm Mrotord; thet aII maw`emcnls:hown. md a(kplimc made uc accyralr, Ihat 1 hevc RsA anA aQra m a6ide 6y M mnditions w:*ea an a.y appAatim md thai 1aasume luil respansibiliry fin eamqlitnce wiN Nc Wheat Ridgt Building Code (U.S.C) md all oiha applmablt Whtat Itidge Ordinanees, t« wotk unda Ihu pertnit. tov.~r.~EaMCnNrw,croa):rwrrren n~ Consvuction Value:$,/~~ IONT'ERJ(CONIRAMpy.gJGNED p'T*Z~ PermitFee:S P1en Revicw Fec:$ / ov. U Clse Tax:$ Total:$ DESCTtIPTI0N: ~0$7 l.Gk_TQMGr.~~J~c,c-a.qp C"`; r-AVlccc~. 011 SUILbt1VCr DEPATtTMENT USE ONLY ZpNIMp COMMlNri: SIC: Sq.F[.: Approvat: Zoning~ T~,n sU„DIHO Coma.ewts: rLOo t~^~-; ~,~e;~•~~W~ ~ ~~dq`~tir P~a,~rs Approvat: I v vo■ucwwucseoMNerR■: oK it~L¢GyfGc~ Sf1~75 Approval: ~,(g, (oq~y Occupancy: 1~, I/!-'fs Wa11s: Root Stories: Raideneal Uniu: Elxtrieal T,iccnse Na: n, Plurnbing Ilcense No: Mecqanical License No: Company: I vU.cntX,c~ C"dG'~- C°134fa°)"r ,g ~'Li ~~c~wcX ~ompa°Y ~-pk,v &CC.~+d Expuation Date: ~ Expiraoon Dace: Exp'vation Dau: Approval- Approval- Aqp(owel• ~ (I) Th:spnmii.wiuued'aaomrdmeew•id6Hepo.ismsM 1.N11 Your+pp6e.ee...d'usu6j~' 14- 4waoft6eSarofCalwadoWm,k2o.:v6 NROArians and BwldiryS Codu of WAedAidYe, Cdordo amY dMU rpp6nbk andimnKa o(t6e diY. 12) TLispaTit SA,9<apweif<None.a.l.ud.wtedhea.ammcelriusinf..ry(6qd.ntrom;auemmm4B)drcbm'Idios.umaiaisw.yeaaed« .b.ndoned fv a periad or 11o dayF l31 If,his pcm~.a_il ~ t uPira, a uaw pamis nvr L. acqui~ fa a f« eloM-half ~hc mwum owmdly roquirep, vro.~idcd eo chaaga Wve bem e. o-ill De made M dIC Ollr~. P~- -4 t~&lIIOM tlld MY gmpmoke Q~d~ iItl Oq d[!!d!d dK (1) )'m- I~CbPBC[ fYK bev IX 1rNCpeyqss W ~~Ml~14T~ i~~adf aee(I) ypi. {yd fit5 A1i911[PQ fOf a !r[W pnmil t47 No ~k of rry mavno W.e bs doae Oq wwig cbunye tlK pwN Mw of.qa ewsrot. AamK pmyy,yp_ (5) Caetraebr Shatl eoy{y 9w BaMng Inyeeb nueaty-fm (21) 6wvs io NwyeGC fw atl mqmypµ md 160 ~iw wAoSa W~-J ae inspec4o^ md hfoR OFOMdMi; Whh auKtirke pYafp W tlN JDD. (6) iM isswace o!a perd~a or ds 2ppmval dMwiep md Wasifinuam ahatl ~ bs sonttrueE b 6. i p.m.h Tar. na ae mvevd o!, my rialarim Mihe provis;am eraK bu:acna m0es «my oder «diwes. rw, rvk a,rcpWio.. Cluef BuildinQ lnspec[or LO'd TZ:SI b00L 61 adH 2 S8LSEL£0£: XeJ Md 8 9iJINN13ld ADA(;EN'C TO OFE N S" '"'Submittal requirements: Residential Worksheet (SF/Duplex) ~f~CtSSt,d. 2a ~ Copy of Deed ~ Site Plan (to scale) ~ Elevations ~ Address: 531% N(ISm/1 5'F. ZC$1 /k Zoning: _ft_ Use: gel't_ Property in the flood plain? NO Lot Size: ;Jp15 sq. ft. Lot Width: tPlt ft. Maximum Lot Coverage: 40 % Proposed Improvements: House: 25~9' sq. ft. Addition to House: sq. ft• *Shed: sq.ft. Detached Garage: sq. ft. 3 Proposed Lot Coverage: (Total) 3~, l % sq. ft. Required Setbacks: FR ZO S'7. 5 S-7. 5 Provided Setbacks: FR 2,9 SB't S 91!, sq. ft. Zm • SS sq. ft. _R LO R 43' ? Maximum Aeight: 35 ft. Proposed Height: "A"R ft. Maximum Size: 31030 sq. ft. Proposed Size: Z8-a , cb sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar mateiials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone distric[s, curb cuts shall be at least ] 0 feet and not more than 24 feet in wid[h. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f not allowed. Landscapine Notes For one-and [wo-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. 3(P30 sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq.ft. Detached Garage: Other: Street trees cequired: Sheet tcees provided: Information ToBuildOn Enginesring • Consuftlng • Tbsdeg Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Weshninster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5311 Nelson Street, Lot 9, . Block 2, Skyline Estates, Filing No. 3, VJheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated March 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, Dauid C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Deaz Melody Homes, Inc., Professional Service Industsies, Inc. (PSn 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 20 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 20 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 andlor 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 surtounding improvements should be expected due to site development and associated landscape irrigation. Pmfassional Service Industries, Inc. • 4765 Independence Street • Wheat Ridge, CO 80033 • Phone 3031424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 9, Block 2 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 fooring pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range area 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 Elchibit 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 various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-grade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are 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 elements 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 2 Job No. 532-35120 March 1, 2004 Page 3 of 5 available construcrion technology considered to be within practical, cost effective limits are not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but are intended to reduce potential 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 largely controlled by proper and responsible homeowner maintenance and irrigation practices. 1. Slabs should be separated from all exterior wa11s, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e, conshuct 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, ventilaring, and air conditioning systems supported by slabs should be provided with minunum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished azeas, ail furring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended construction details for partitions, doorways and stairwells are presented in Eachibit B. NOTE.• Movement of slabs supported on ezpansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anficipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab rrzovement. They must be monitored and maintained by the horrzeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundarion or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation 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, Inc. Skyline Estates, Filing No. 3 Lot 9, Block 2 Job No. 532-35120 March 1, 2004 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should discharge into existing drainage swales outside the lixnits of the backfill, or another suitabie gravity outfall. The homeowner should periodically check the sump pif to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ulrimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living areas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation wa11s is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the azeas 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. I. The backfill should have a positive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minunum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these azeas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bark, or mulch in ]ow azeas to establish positive siopesis not acceptable. 2. Downspouts should dischazge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obshucted in any way. If downspout extensions aze 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 vegetation that requires very little irrigation or only natural precipitarion for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 9, Block 2 Job No. 532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped azeas 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 geotextile fabric. To reduce water infiltrarion, 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 dra.inage with grass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where pracUcable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. Lawn irrigation should be ]imited 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 are 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 are different from those anticipated at the rime of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a summary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan I,epro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan area. There aze risks associated with construction on, and living in azeas of expansive soiis that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mirigate damage. The deternunation as to whether slab-on-grade construction can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptabie slab performance is subjective, and includes considerarion of the amount of total slab movement, differentiai slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately known or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a siab is a function of numerous factors including geologic shucture, 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 potenfial 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 azea, 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 considerable experience and judgment on tYte part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the general magnitude of potentiai slab-on-grade heave, and the risk of poor slab-on-grade performance. Although 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 ]ot or subdivision alone are only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unforhxnately 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 lndustries, Inc. Page I of 3 March l. 2004 In an effort to provide some unifomuty in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations". The risk categories developed by CAGE aze reproduced below: TABLE II RECOMMENDED REPRESENTATNE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Siab Performance Risk Cate o Representative* Percent Swell 500 sf Surchar e RepresentaUve* Percent Swell 1000 sf Swchaz e I.ow 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 I-li 5 to<8 4to<6 Ve Hi >8 > 6 *NOTE: The representative percent swell vatues presented in the above table aze 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 sweil percentage which, in the opirrion of the engineer, best represents the swelling chazacterisrics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic condirions and the site specific soil profile. Movement of foundatians and concrete flat work constructed in areas with expansive soiis will occur over time regardless of the performance risk category judged to be representarive of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro azea have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of'/a inch, a maximum crack width of 1/< inch, and a maximum differenrial elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Seivice lndustries, inc. Page 2 of 3 March 1, 2004 Basement Floor Slab Performance ~ ~ 60 ~ ~ R 50 a) x ~ 40 W 0 ~ p 30 20 ° a 10 s o y 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 standazd 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 azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate 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 residenrial 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 conshuction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc, cannot be precluded using readily available construction teclinology within practical, cost effective limits. Professional Service lndustries, lnc. Paee 3 of 3 March L. 2004 Spike as required v Partition for stability I ~ ~ Molding, naii at bottom onl~ Void Space Drilled hole Concrete slab Wood 2 x 4, -~~J =i I 1~i~~,~,j I I_ nail to slab M~~ Information VOID SPACE DETAIL FOR `I~v~ ToBuild On PARTITIONS ON SLABS Engfneerfng • ConsuK(ng • Testlng EXHIBIT B Brick or siding 5' Minimum Frame Rock or bark area aith downspout h'all extended beyond edging Sod - • ~ III- Foundation 11=" flall Perforated edging or equivalent to allos release of water Prom rock or bark area Mainlain minimum alope of 10% aeay from foundation Minimum 6 Mil Polyethylene or Geotextile Fabric sloped away from foundation under edging to top oP grass ~~~i Information RECOMMENDED LANDSCAPING LI~"''ff ToBuildOn PROCEDURES EngineeNnB • consuntny • resune EXHIBIT C , ~ .i . P LO T P LA N FOR MELODY HOMES INC. LOT 9 , BLOCK ' CITY OF WHEAT RIDGE ; ADDRESS _ V LUY vv 42.10 NO0° 13' 1 ~SETBACK LOT9 ~ 9,075 sf. I ~ 22.7' TOC = H3- I Toe = N3.g I1Po I ~ L I ~ 0 ~ 10' U.E. 2, SKYLINE ESTATES, FILING 3 , COUNTY OF JEFFERSON , STATE OF COLORADO, 5311 NELSON STREET V4 4✓ vv ,~•-"~W~ „66. O 43.30 10' .E.' FS. I ~ ~ M ~ a~~ ~ ~o e" I ~ I I I41.7 ~ d.5 I ~ I j ~ cs I II I 0.7I I I I I CRAWL ~ I I ~ 10.7' r-- I I I~ I I I I 2.9' J M I^• 3 CAR I<°v GARAGE I RIGtiT I 20.0' ° ~ N ~ O ~ ~I IL INrI ,a' u 39.021 S010°24"26""E I 66.UU 1 39.661 c NELSON STREET r.c,u,cpei u,ntcc 1. T115 PLOT PLAN DOES NOT SHOW LOCATION OF `MNOOW WELLS. FOR 1HEIR LOCATION SEE STRIICTURAL ENGINEERED PLANS. 4. DIMENSIONS SHONN AROUND THE PERIMEIER OF THE STRUCNRE ARE TO THE E%TERIOR FOUNDAiION CORNERS. 3. PROVOE AND MAINTAIN POS171VE DRAINACE AWAV FROM ALL FOUNDATION WALLS PER WARRANTY REQUIREMENTS. (0.55 MINIMUM SLOPE FOR CONCREIE PANS.) 4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONS7ROCTION MAY VARY. 5. FOR QUESilONS REGARDING iHE FOUNDATION DURINC E%CAVAPON, FORM SETTING, ANO MOl15E CONSTRl1CTI0N REFER TO ME ENGINEERED FOUNDA710N PLRNS. o ~ 48EHOURONOT1 EE REQU REDRING ~ w Z • 2' STAGGER REQUIRED Z~ ° 359. LOT COVERAGE FOR 2-STORY/ iF21-LVL 409 LOT COVERAGE FOR RANCHES INFO STAKE: MODEL 2087 RH 3 CAR ELEV. A LOT AREA (S.F.) = 9,075 HOUSE AREA (S.F.) = 2889.3 COVERAGE= 31.8% BLDG. HEIGHT= 19.9' AVG. BLDG. HEIGHT= 14.9' AVG. F.G.= H3.1 & APPROVED FOR STAKING WATER SERVICE SANITARY SEWER SERVICE LIGHT POLE FIRE HYDRANT Y LINE OF WALK OF WALK OT F T ON MINIMUM SETBACKS: ~~~=20~ QMELODY HOMES INC. CALL UTILITY N I ICA I CENTER OF COLORADO 0' FRONT: 20 SCA~E: t>ost SHERLDAN BLYD. 1-800-922-1987 . ~ 5'REAR: ' SIDE: 7 DATE:05-07-04 WESTMINSTER C0. 80020 ~ 534-6700'"ocM"'v a° a • STREET SIDE: 20.0' REV: gy; BMA PHONE: (303) 466-1831 „ MINIMUM ' JOB N0: SKY3 FAX: (303) 466-2368 BETWEEN STRUCTURES:15 2087 BSMT 17.0' RCh ~ ~ --D i ai I I i ii vr-i I f~ -"oy0~ ~ y~ I o 0 - ~ V1~1 I oJ , e =---J~ :AINAGE TRACT ~ ~ ~ ~ \ \ \ V ~ \ TRACT E 0.55 ACRES ~ \ , ~ ~ \ \ R ~ \ ~ pf ~a \ OIG ,4924 L ~ N6~ E ~ y \ ~ q \ Y 1 I F I ~ - W ~ w a iG sp.YE~~.~ z ~ Iw ~ / z i i I E ~ w I y G4 z g"^ r- 0 'W c' I z ~ ~ ' i i p I L e______ .oo~_oz . . i Y L 69 99.6U5 - i[a.ao ~ z o ,6e w- , i 1 n = f ~>av ert' ~ I B - O Ny ~I O y~ I m dm .S zb I~ I . I ~ $ ~ ~ b 1 L hT6h94~$~ ~ _ 9 6.7 7 -3 ' .o.. •tQ " u 4 ^m i e_L_!n ~ ~ a~i I ~s' 1e' I ~ f I Dp ~ B aoO~ ~ y°~^ I J I em "O ~ i $ ~ I - I~ L"_ hd 1! ~'°T i- L-~=-- -1 ? ~ ~ -1 I I W ----=~-J _ N L M 6i ~.Z`i$~ ' ' 136.95 _ - ~ Z W o p. 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SEE R WI TN M T M COVE 4 ~ _ , ~TTOM. TQP&B ~r ~ » & AND EEP UMNS - ~ C~l. Q P1PE MIN, 3 STEE~. I.ED WRAP RS DRIL ~3. 1~ ~ PIE . s ~a _ .~~ra a i-t~E ~T~~ 1 I#if~f'~ 1lJITI I ~ 1 A VCD~' 1"1C' ~r1 - ° ~~`r~~~}~t~ - ° ■ iil ~ I H TNRI~ AI~NC PASS TE N THEY N~RE WNERE 0~ C~ . FELT ARING LB Id BE TO S4L r - 'c i~f t~ r S ~ 24 4 D~WEL RUVInE N, P SNOI~ TE' WHERE QL1D AF CKETS S EAM PO GROUT B 4. LAB AWAY . SLOPE S T4 SLAB Rt?M WALLS F i UNQ DEE CNFO~~lNG ARC~ OV1~E RE PR M BUIL~ING. FRp TAI L 2, r ON DE =Fe 1 1-..-- _ . ♦ i V ~ W ~ ~ ~ ~ Y f t i c~ ~ ~ , c r' ~ ~ Q w > ~ r~ w C~ ~ ~ ~ PORCN $p ~ ~ ~ w ° c~ `.t' VARIES PER " 6X6 WEL~ED WIR~ VAR1~5 PER PQRCH ~ FABRIC. 4" CONCRETE Sl.AB 1 o c~ SHaP PRIMED 4 C4NCRETE Sl.AB R~~1ND. ON G SNa~ PRIM~D W8X13 QN GROUND, BREAKOUT STEEL ~ o ~C ~ ~ ° ~ ~ ~ ~ WBX~ ~ - _ x ~ ~ ~ ~ ~ a a= z -,~r N ~ N 'Q t t~ I -r- r ~ ~W 00 - ~ W s f w ~ ~ ~ U P TOP AND BOT, ~ Cxl w > ~ C~ W T. REINF. ~ ~ CON ~r BLa!~OU1' _ - -z HAI~~'~~H FOR ~CN T4 TOP ~F NAU 1 , _ ~ c.~n ~ ~F AUNCH TO ~ T~P H BEA~~~ FLUSN WlTH TOP „ s~ a~ ~ e~~ow ~o~ R , „ f` m . . c~ OF WA~L. 2-#4 X 5 ~ OF WALL. ~ 0 r ~ ~ TURN SLAB EDGE BRACE WALI.S ~ DOWN Ta HAUNCH 0° BEFOR~ i •y~ i- d _ ' AS REQUIRED. o BACKFiI.LING. ~ : ~ " i . ~ _ , 0 ~ I , ~ i~ A I ~ ~ - ~ 2-#4 SIZE VARIES Z - PER PORCH ~1 `S , i ; ~ , 2-- 4 SIZE VA~1ES ~ ~ c~ R PORCN PE I E EXPANSION ANGL ~ - - - - - - - , J4INT. 'ii~ ~ . I il ~ `F , CTI~~i 1 SEE SE I ~ FQ~ aETA L~. 1 . ~ . ~ POLYETHY~.~NE POLYETHYLENE 1 ~ ~ ~ ~ SEE SECTI~N 1 VOID BEYOND, SEE SE' F~R ~ETAII.S. ' i V01Q BEYDND, S~E SEE AN FqR LOGATION. PL PL~ P~,AN FOR ~.~CATION. PLAN BEAR ON l1NDIS1~l1R6ED i SOIL, 11 i_ il ~ j ~ i ! ! ~ A~r ~~a o~ ~o~~~. H~UNCH AT MIDDLE 0~` POR~H. ~IAUN~ a~. y~ ~ ~ ~ I _Y r = = ' ,.n . e> rr~' ~ fA!('11(~ A TC IF`I. ~ ~ ~V w w ~ ~~~4✓~~.Ih ~ 2X6 P~A~TE W M w w ~ w e T ~ ~ m ~ ~ ~ ~~~Ti 1 I~ V V I~..~ {"l I I.. ~3 f L f~ I t.. w I N. TYPI~AL. ~a - .C~CAT~ ~ ~ ~ N ~ ~ 2-1 2~ ANCNOR Mi~. d- ~ w 'o~ 5 I il t~ r~ BOLTS TO BUTIRESS. I w N 5 ~ ~ ( 30 ~T~. PA~ ~ ~ ~t a t~ ~ Q ~ ~ Y ! w ~ w ~ ~'M~~~ ~ T~ ~ d f 9? 4-~ 2fi X 2 X 10 THICK ~ ~ • c~ cv W 3- 5 EA. WAY BOT. I ~ a ~ ~~l /`~1l~ i✓O~. ~ . . R e~{~. ~0~~. 11~110 ~ ~ - - - - ~ ~ ~ (7 N l4 ~ 1 T r~ r-- ,r, ~ ca ~ ~ ~ M 1 1 2 ~~.EAR - - - - - - - _ ~ ~ ~ R 3'-1 LOCK ~UT 8 u~ ~ 1 AS SHOWN. BUTTRESS • _ n ~ ~ ~ 2-~4 X , 1 ~ i~ FO~ ~~AM. ~ ~~~p> r ~ . r w ` V / ~ ~ ~ FACE ' Q 1 EAGH ~ ~-~4 ~ ~ ~ a ~ ~ ~ ~ ~ 11L1 w QN 1 aN SHEET 5-~2 ~ a SEE S~CTI N~'AL " I FOR V~RTICAL AN4~ HORIZO " ~ N : ° ~ ~ z ~ IRE~, ~ , WALL REIN~'ORGING, lF R~QU o ~ ~ ~ ~ ~ _t ~ ~ ~ ~ ~ ~ I ~ H ~''t ~ ~ ~ ~ 1~n .i~~ ~ ALTERNATE DIR~CT~ON w oF ~~c i~ Foa~~c. ~ ~ - - ~ -ra ~1 ~ n ~ ~ 1 i 2 ~LEAR - \ i.- i ~ ~ ia TH1S I I CONCRET~ V ~ ~ AS sHUWN. S~AB. T. SHEE ~L ~~~4 n ~ i~ 4 -4 ~ 3 ~ ~ ~ ~ ~ GE 1 EA~N FA 1 ~ ! IIE rll t~ ! iY~ ~ _ - _ _ ~ _ . ir `~I~ ~ ~ - ~ _ ~ 5EE 5EG1~ON 1 ~ ` ~ c~ ` C - _ - i ~ ~ ~ - - ~ ~.s• _ ~ ~s F'OR DETAI~S, r~ ~t - - 1' " - ` - ~ ~ . ~ ~I _ 11 _ - +1 t 1 Bl1TTRES'S CONSTRUCTION ~ ~ g i ..[7LP ~ 1 ~ r~~c ~ 1 ~ , ~~s r_ ~ i _ r ~ } s FaR oE~ E ARCH. PLAN 1. SE 1.. T FOR C PLAN AT RIGN 2. SEE FQR SECT SHEET S 2 3. SEE , ■ - ~ ~ L 1 ~ ~L, - ~ r - : - ~-4 ~ ~ ~ ! I _ , a ~ i ~ ~ ._L_.-r . Y ~ , ~ ~ ~ ~ . rt 1 ~ 1 ~ ; ~ f ~ Y ~ 5..,.,.... u - r iry ~ ~ ~ v, _ il << _ , 4, } '1 ~ ~ ~ + 1 ~ ~k ll~y ~ ~ Y~/ ~ ~ 7 1 L ~ -1 FOR BR1CK RETURNS GREATER P+ -r.►u _ ~ ~G' G , . _ ~ t TMAN 2,-0 ' „ ~ USE 1 2 0 ANGHQR 17 0-0„ @ 24" O.C. MAX. SEE ARCMS. BOLTS y+3ta #1h ~ ~4 4 S . "N 1~~ ~ N A lo~ R Uo~ W Y - oOF r~a~ G,,.,.. LANS FOR DETAILS, 1. SEE ARCH. P ' CTiONS, DETAILS T S- 2 FOR SE 2. SEE SHEE i j 25Q0j10O0 'Y ~ L _ Q? fi ~ ~ » ~}c ~ ►r L U `t' 22 -8 9 ?f ) 1! ► ~ 10-10 1 2 15 -5 1 2 7 -1 a f~ t , ;~r~ ~ , nr- i i r tf 7-6 -a ~ 4 ff f 1/ f !f 7 7 -4 S--G 4-0 O „ ~ ~2 ~ ,2f 4 v u ~ ! ff 7- 15-5 1 2 - 10 1O 10 1 2 i t f) I ~ SIM. ~ _17 w ~ o~ ~ ~ > ) ff 1 I H 2,,,,, 1 "7 i ff 1 fl ~ • _ - - - - SIM. w ~ J V ~ t ~O 4 1 , ~ t t ~ I - ~f ~ ~ , A ~ I I IGATES 2X PL.ATE L~CAT ND „ ~ ~ 1 QNG ~N HOR BACKFIL C~AW~. SPACE PROVIDE 1 2 X 0 l. C , „ , „ oc3 . ~ N ES~ N T TO W1TH! 4-Q OF T~I BC}LTS @ 4 a~.C. U L 0 ED ~ n►/"~►~ DF FaU aAT14N INALL, ' /_1.~ QTNERWISE ~N SECTI4N 1 S~'EET S--2, ~ 1✓ t ~ w ~ w ~ ~ * !t ~ EMBED ~QLTS MINIMUM 7 INTa I ~ ~ ~ ~ ( i ~ w ~ ~ i rn ~ C4NCRETE. PRaVIDE MINIMUM 2 ~ ~ ~ ~ INDICATES 2X PLATE I.OCA110N. s 80LTS PER SI~.~ P~.~TE PIE~E ~ WfiTN 1 BO~T LOCATEQ WITHII~ ~ PROVIDE 1 2~ X 1~ LON~ A - NCHOR ► at ~ 12 ~F EACN END OF WALL ~R « ^ BOLTS C~ ~-Q Q.C, UNLES~ N 4TED " ' " QTNERWISE 01~ SECTION 1 ~ SILL PLATE PIECE. TYPICAL. a i STEP BOT. 1 1 ~ \ ~ \ ~ SNEET S-2. ~ 8 . 2 -9 ~ ~ _ - - ~ ~ ~ FDN. 4--a 1 ~ ~ - „ - ° ° - l~Yl 3 ~ 11 GAIJGE ADJ. - STEEI~ P1PE C~LUMN. ~ ~ P OF STE TO , _ FDN 4 ~+D ~ . i ~ ~ PAD SEE SNEET S-1 ~ r-~ :a v r~ t >a ~^~-u F,/'~J [''~)~~^'`(~'"y~ L~ /1 L ~ ~ ~ I ~i~'4r~ ~ w 9 4!~ LJI~.~TA~L~.J♦ ~ ~ ~ ~ ~t. Y B Q F-- ~ ~ a U ~ { . AR CO MN IRECI`~ BE LU D ~.Y ~ , ON CAISSON ~R PAD, NO x CaNNECTI~N REQUIR~~ T~ ~ ^ ~ ~ CAISS~N ~R PAa. I w L ~ .~a ~ ~ E I , A ~ ~ » ~ ~ _ - ~ 1~ -8 I " ~r f » , ~ . .r ~ ~ 12 1U-212 5 ~ - - ~ ~ , 3 -8 4 ~ ' ~ , ~ w ~ _ ' ° _ . r~~`_~ ~ _ - w ~ ~~;~M~ ~ 'L w w/'~~ ~ . - tiV w ~ ~ I . 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W5 0~ REI B R4 ~ , PT, R ~NLY 0 D00 w w ~ w ~ ^ w ~'p I 1 t_ ~ iJ~...~ I (~r.~7 J V I ~ ~ ~ w /°S`i ~ 1J F ~ w f C}! ! ~~t ~ r 3 'V ~ ~ ` ~ 94 ~V ~~17. £.l ~ J- 11 ~ 16 FT~G,- T UNLESS N~ ~ ~ , , w w ~ w R w/+y,~ t . t y \ ~ T~ . 4 C~NC. S~AB ON GRDUND ~ W8X~ $ FLUSH I I :r . ~ I I r~ ~ A ts i t~ ~ ~ , 4 - 0 1 INDICATES P~ACEMENT OF c~ ~ MATERIAL UNDER GRADE BE N a w~q~ L `d! SEAI~ V~ID WI TH POLY, TYP ~ . ~ •l~l~ ~ r~ ,Nt~v'~rr-a~' 1YIn~'i1 ; w w I~ ~ ~ - - - ~ ~ I w * ~ ~ ~ . F NOT~H FDN. 12 MAX. FQR STEP BOT ~ ~ a, a, 7 ~DN. 4--0 ~ D~QR & MAINTAIN 16 MIN, BTWN. ROWS OF REINF. I ~ =e~, • I . ~ ~ . I _ ~ ~ r_ ~ ~ P ~ ft ~ ~ ~ ~ ~:~I •A. 1 ~ ~ - ~ ~ L,Q. i I ~y ~ I ?J ` ~ F 'y L~ 1 ~ ~ ~ ~ ~ ~ IY ~ ~ ti • » ~ x ~ o a~~R~ sEa ~~~c~~~a~~. ~u ~ p f H t /4 f If 3 8 16 -0 4 8 3 1 > t i, i ! } r it 1 ~1 a 1 2 16-3 . ~}2 P"""0n y » 2~ M0 I l.B. FELT WNERE TNEY PASS THR U S LAB . . 1/•~/ ....L-0 E 1~• ~ , ~ 20 a r . e~ E_... E._ 1 I Y~..J s , ~ . . . . q~k` y:S"LL p ~ei~ ,,One%, gmmwft(z~AXDEN LEVEL 7 STAN L) D ~ TAND- M CA~'ARAGE OP ION 1. SEE ARCN. PLANS FOR DETAILS. 2. SEE SHEET S-1 FOR C4MPLETE FUUNDATfQN. TIONS> DETAILS 8c GENERAL NOTES. 3.SEE SHEET S 2 FOR SEC ; v ~ ~ ~ ~ ~ ti i~ ll i ~ 1 ~ _ _ 2X PLAT~ P F BEAM. ~N T4 0 DQUB~E ~X PLATE. P ATE TAIL AT RIGNT FQR ~ SEE QE 1li Qff J V AM PQCKET PLACEMENT ANQ BE i f9 z -a ~~r~. WITH DaUBLE PLATE. FOUNDAT~~I~ 8 WALL. 2- 4 TOP & B~T. 5TEEL BEAM SEE > PLAN. PLACE T~P r.,. ~A CQNTINU4US, BEAM P4C 1 li OF STEE~ BEAM 4-0 ~ra ~ . „ F~.IJSH WITH TOP r si i » ~F LOWER PLATE. ~ -o z -a _ C~ : r BRACE WALLS BEF~RE AM P4CKET. a~a BACKFILL.ING. ~ r i ~ w w ' ~ ~ ~r I 2- ~ ~ ~ w~'"~ ~ t I CC i / SEPLN " 4 1~11~ • , e Ji I ~ c~ ANGLE EXPANSIQN J~INT. ~ ~ 2- 4 TOP & BOT. / i I I t~ / ~ CONTIf~UOUS. / / ~ ~ ~s 4 CC~NC. SLAB ON UNDI~TURBED / c~ ! I / d C'C1f~IC CI AR ~FF PI AN ~-.~4 Tt~P Rr RI~T f -s 1 R P A T FI LL. - S~I C~ G~M ~ ED W k T 1 S~ORE J~INTS IN SLAB A , z ~ , ~ A I~ ( I W ~ ~~x. zoa s . ~T. A~E~s. ~ _ a~ ~ ~ ~ Z ,...I'', W h W ~ _ ~ 'r i ! ~ - W m 4 R~ ' Q' _ ~ J ~ ~ Z ~ ~ ~ t - t ~ ~ ~ ~ w ~ ~ 1 . ~ ~ ~!'r~''{ VI ~ ~ ~ * ~ ~ ~ w ~ ~ ' w ~ks ,r ~ - W W ~ ~ ~ ~ PRQVIDE 4 X 1-fi D~WELS T- ~ ~ r (/(~~J s (J~~ e ~pJ l~ ~\d V~~e ~04~♦ 1rl~~s G~ 2 ~ Y ~~WELS PER PAD 4 VOID BEY~ND SEE ~ , ~LY. BE SEE .f F PLAN F~R LOCATION. E SE OF ~EAR ~N ~JATIVE S~IL~ PLAN C 1 f ~ SE PLAN QR STRUCTUf~AL FILL. f,~_ SEE S~I~. REP~RT. ~ ~ 1 i . ~ ~ ►r ~ ~ _ ~ _ v ~ , I ~ i ~ i ~ M r ~ t ' RIM T~R ~I S EI~GINEER S REC~MMENDATIONS FOR PE E REFER TO S L ,a r r ' ~ - u DRAfN SYSTEM IF REQUIRED, r i ~ i ~ i e. s.~ i J L~ i c i s_ - V Q» ~ N r- ~ ~ ~ z~ U ~ ToP ~ ~oT. ~ ~ ~ ~ ~o c~~ri~uous. BEAM POCk ~1 f]./'~ LI 01'" T' 1 ~ ~ EMBE~ 2X8 OR 2X10 CONTINU~~1S ~ ~ 2- 4 FIJLL HEIGH ~ a~ L H EI GN T ~ _ - F d FORM I N~ LEDGER W 2 RQWS Q 2~ I~ „ FLOOR FRA NAILS C~ 12 ~.C. 1 TQP ~C ~ BOT. ~ „ C~F ~DN. Vlr~~~. t 1e t~ t.~ I_.s.~.. +I 1 2 p ~F S~EEL PIPE COLUMN SEE PLAN. , ~n rn n ~~►.p J t1 ~a ~ n T r° i c~a~r, i I_ 1 n a n ~ iE n c c' _Ql.J~TC__Ll, '~V u~~~ BEND 1 -fi OVER TOP UF WI:I~a~W, bVER ~ ~ ~ c~ ~IMPSQN U21 Q NANGER C PLYWOUD I ~ 79 ~ - ' ~ a 1N, ~ ~ ~ ~ W ~ 3 4 T Sc G S~1~F~~OR i i LAG ~CREWS AS ~C c~ ~ _ ~ ~ : REQUIRED FOR STABIUTY. ~ ~ z ~ ~ ~ ~ c~ ~ r ~ ~ wr~ ^ DRILLED HULE ~ ~ ~ 4L! . . v+,s w I w ~ a , ~ ~ . w FLU~H G~U ~ ~ z 2- 4 UNDER ► ~i i _ _ _ ~ 2X14 F~.QQR JOIST 4 SEE P~AN M~IJLDING. NAIL ~ WINDOW A~ 2~0 ~ -~o AT BOTTOM QNLY. ~ SHOWN. MIN. - _ GRAC}E AT o MIN. ~ GRADE AT AIR SPA~E _ h A . ; . ~ ~ ~ ~ y - ~ ~ ~ ~ _ CONT. BOTT~M _ ; N1 PQLY. ~EE SECTI4 ~ , - R~W ~QF RE~NF. FOOTING I_ ~ r- ' SEE S~E SECTlO FC~~ DETAILS. POLY. » SEE , ~ CONCRETE SLAB : i ~'.~`W`~ ~ ~`f r . I-.- ' ~t II~QICATES PLA ~EMENT OF 4 ` 1 4 VOID ~EYOND SEE : P~AN BEAR OfJ N PLAN P~.AN F~R LOCATIQN. BEA~ aN I~ATIVE SOILS ~ WQC~D ~X NAi~ VQID MATERIA , L UNQER RA G DE L_ 4 UQID ~EYON~ SEE ° OR STRUCT OR STRUCTURAL FILL. ~ P~.AN F0~ LOCA~`CON. T~ S~.A~. BEAM AN D BEfiWEEN PA nS. P y ' SEE ~~IL R SEE Spll~ REPQRT, SEAL V41 Wl D TH PQLY. TYP. SEE P~.AN F~~ U ~ID LOCATIQN. F 3 i 1 1 I l l _ 11 ~ ~ I i I 1 I ~ " I I 1., ~ 1 _ TO WA~.L BEAM CONNE~TION d . - . { l • : ~ ~ ~ARAGE ~R CRAWL k TDP ROW C}F REINFaRCIN~. MA~E TOP BARS CONTINU~US r` Y~ _ ~Y_._ _ . ~ { WITH TQP BARS IN BASEMENT V ~ ► „ WALI.. 2 --6 MIN. ~ ~LJLee~`~Yl~ ~ ~ _ T P SLAB. ~ ~ i [ r~~F ~ r ~ ~ y`l _ - ' FaN. I k J i ta ~ 1 WAL.L. ~ t ^ a - ~QTTQM RQW OF ~ ~ ~ ~ REINF. EXTENQ INT( ~ ~ 1 ~ 3 BASEMENT WALL w ~ ~ f~ _ ~ ~ ~ w / ~ HA~J~J~H I ~1 ~ ~ 5 ~ INDICATES PLACEMENT OF VQID M, MATERfA~ U~IDER GRADE BEA i ] SEAL VOID WITN PaLYETHY~.ENE. 1 , „ BaTTOM ~TEP IN F(?UNDATI~N. . _ ry 2- 4 X 2-1 U , ~ ~ Q s - a~ I ~ - ' ~ i f A + r r, ~ ~'a , ~ J ~ ~ 1 EACN FACE ~ • LM~. Nll dlir ♦ 1 Wsla ~ f ! 4 ! ! . _ z { i ~ TT~~U.AL 11-011 . . ~ YL-IN I i w n~~ VIIYlt...lV.J IVIYJ u~.t VI~C J 1 f1t~ I IIV+,~ t„tll'VJ 1 t'(U,.I fVIV. r;. ' rs --4 e,~S'+ ~ . ~d g~ ~ k. ~ ~ ■ . w HAUNCH IDE AIL ~ 6. A SOI LS ENGINEE . R SNOULD BE . CALLED TO INSPECT FOUN DAT10N E ~1~A~ : TO VERIFY FOUN .ff AT BOTTOM ~ DATION TYPE BEFOR - E STARTlNG CUNST RUCTION, ALTERNATE BOLT ON NAUNCH BY OTHERS. CRAWL SPACE b114 - 1 0 FORCING IDETAIL 11 _ 1_ 11 ~ ~ES ARE C4MMON STEPS. a~ ^ C `ty,: a i - - - - - - - - - - - - - - ..w ~•-r ~ o ~ ~ ❑ CD m O o m 0 m N < w v N ~ . ~ C' C ~6 C Q O 5 m 0 ~ < N CD y ((~Dn N O O ~ m o o ~ 3 ~ . ~ CD N ~ m ~ 2 r °o G) ~ W ~ A b W O Z C- 0 6 ~ a a A N ~ 'fl 7 3 ~ z 0 = N 3 m 6~ 0 ~ m ~ Z ~ Z O d ~ m ~ l ~ 41 ~ N ~ W ~ W 3 ~ N A ~ 0 O ~ y T ~ W A 2 • g ~ m A N~ om V ~ n m x