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HomeMy WebLinkAbout11874 W. 39th PlaceI i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO7�a Inspection Type: 6G�� Job Address:// 9 7q L✓ � Permit Number: �10 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 60:) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: M -t// DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Mechanic PERMIT - 201802294 PERMIT NO: 201802294 ISSUED: 08/17/2018 JOB ADDRESS: 11874 W 39th P1 EXPIRES: 08/17/2019 JOB DESCRIPTION: Install new ductless mini -split for garage 12K BTUs; replace 80K BTUs furnace and 2.5 ton AC with rehook *** CONTACTS *** OWNER (612)925-4311 CHERNEY LINDA SUB (303)733-2813 Todd Terry 022239 Todd Terry Ltd DBA Apple Aire SUB (303)733-2813 Todd Terry 022239 Todd Terry Ltd DBA Apple Aire *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,000.00 FEES Total Valuation 0.00 Use Tax 336.00 Permit Fee 299.40 ** TOTAL ** 635.40 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and pr cedures, and that I am the legal owner or have been authorized by the legal owner of theroperty and am authorized to obtain this permit perform the work described and approved in conjunction with this I further attes that I am leggally authorized to include al[ ent' ' s named within this document as parties to the work to be der meta and that all work to be pertormed is disclosed in this docu >�t and/or its' accompanying approved plans and specifications. Sigthis ure of OWNER or CONTRACTOR (Circle one) Date 1. permit was issued based on fhe information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. This, permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Oficial 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. Theis ce or granti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app lor any finance or regulation of this jurisdiction. Approval of work is subject to fYeld 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 IJV heat j�idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a-)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: PlaMPermit # �[� OIAIC� � Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: Tin A 0 6R UtNYU_ Phone: -�>) '--� - Gi c)� ` 4 3 11 Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: , State, Architect/Engineer: Architect/Engineer E-mail: Contractor: i City of Wheat Ridge License #G a Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone: 3 1'13 CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: j �� G{ L je vIA k, to ORA Plumbing: W.R. City Lice se # aJ "PI C Ih1f- W.R. City License # ►aaa- l Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # /C F-1 COMMERCIAL RESIDENTIAL Description of work: For ALL projects, provide d tailed 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. 'C o-.'4'1 C1 — GCS \I � C � ICY 1 h P�Jc _ COO Commercial Projects Only: Occupancy Type. Construction Type: Sq. FULF Amps if)'TU BTUs �� Gallons Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ , (D otr�' l (�l` ) 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) (CO RACT R) or( UT ORIZED REPRESENTATIVE) of (OWNER) (C NTRACTOR) ..._.. Signature (first ands wname)c: s--�s DA Printed Name: ( i ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 OccuPIA ancy/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 Insnections 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 f .12A t Dev1 a. iwvi - 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-�� i %rA ge 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. °tor 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 Residential Roofing PERMIT - 201703256 PERMIT NO: 201703256 ISSUED: 07/05/2017 JOB ADDRESS: 11874 W 39th PL EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 35 sq. *** CONTACTS *** OWNER (312)925-4311 CHERNEY JAMES A SUB (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOM 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,600.00 FEES Total Valuation 0.00 Use Tax 348.60 Permit Fee 315.25 ** TOTAL ** 663.85 *** 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. The City of Wheat Ridge Third Party Form Check List Property Address 11b14 W 391" Mau h heat Pidr, Co 90033 Permit Numbercid Q ©"2z,� I 6 Permit Issued Date Ci"7 --D 5_ -20 V _ Owner Information Property Owner Information linacetre Property Owner Address�ll��l!t W,__3Q��+. P1act, lIV 121dQt.__to OW3.1 Inspector Information Inspection Company Pai-p I d%a Gnwri Jaaz_ _ Inspector Name Karle Inspector Contact info. q -70 - Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 16C as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations and specifications. Inspector: _ -- Date: Property Owner Statement of Acknowledcternent *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge.Building Division inspection. Propery Owner/Agent:Date: aNMQ,dmm' a-- This original document and rmit card, as well as t roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7600 W. 29th Ave Wheat Ridge CO 30033 Draft Date: 7/26/17 Please add note to reverse side U nd u Chen ty CJ o n The City of Wheat Ridge Inspection Check List notes `b ` Final Roof amOas Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A [ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A ® Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A [ Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A [] Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A,,] Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A LFJ Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC N/A ❑ Pass ❑ Fail 00 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 ] N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 ® N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Inspector signature: Date of Inspection: Mark Benjamin PE PHI -D&E Inc. dba Crown Jade (com) Design and Engineering PO 17, Ft. Collins CO 80522 970-472-2394 o�p O uc����� o`' ••'''t��rv�° • `moo r Vos� ` 'Q�•o� 33390 e •� F�Sl0NA �� The City of Wheat Ridge Inspection Check List notes Mid -Roof �� Q Roof Inspection ���� -3 ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) N/A El Pass ❑ Fail Crickets and saddles where needed /❑ N/A Ib1 Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle NJ'N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A ,Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanically fastened 12" OC LaJ N/A L1Pass ElFail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: Inspector signature: Date of Inspection: Mark Benjamin PE PHI -D&E Inc. dba Crown Jade (com) Design and Engineering PO 17, Ft. Collins CO 80522 970-472-2394 pDO LIEF; VO� � BE AT% QCT i ° G s • 3S3 J e } • V 1 PERMIT IV-' " ADDRESS: 11� ��I��� (`� JOB CODE: INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials 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 Comments Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS 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 I Date 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 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 InspectorI Comments Initials 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. 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. Czo 3 11S-7�1- City of Wheat Ridge Residential Electric PERMIT - 201707523 PERMIT NO: 201707523 ISSUED: 09/21/2017 JOB ADDRESS: 11874 W 39th PL EXPIRES: 09/21/2018 JOB DESCRIPTION: Permit to add breaker box (sub panel) to inside of garage so the circuit breakers are accessible from garage. The existing main 200 amp exterior panel will remain on the exterior of home. (back to back) *** CONTACTS *** OWNER (818)430-1882 CHERNEY JAMES A SUB (303)424-9733 John Basil 018765 Basil Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,365.00 FEES Total Valuation 0.00 Use Tax 28.67 Permit Fee 57.10 ** TOTAL ** 85.77 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authoriz in all entities named within this document as parties to the work to be performed and that all work�e-bie pertbrn d' o d 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 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 Offcial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 0 Signature of Chief Building Official Date 116 REQUESTS MUST HE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of °` ~ W heat N dgie COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email Permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Pennit # -Z,oI-Tn?S 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: I� -74 W - 3'1 T fij _PL A G T Property Owner (please print): L I N p A C ft -e p_ 1_5 (4 Phone: -3).)- 9J s - y3 j/ Property Owner Email: N A Mailing Address: (if different than property address) Address: S A nn F_ T City State Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: _5 ^5 1 L E L e- L"i� t CT / 0 C -- Contractors City License #: O 1 F -7 (0 S Phone: Contractor E-mail j Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL L RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESIDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT El PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT t MOTHER (Describe) k ^S'17A �'— t'1\,e -r-J.3 - E c— (For ALL projects. please provide a detailed description of work to be performed. incILW9 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.) c-t-�n-t.r51 F (-t ��-- Sq. Ft./LF Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ $ 13(�75'n;; 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, casements 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 am' entity included on this application to list that entity on this application. CIRCLEO.NE: (01VA"ER) (CONTRACTOR) or (.91!THORIZEDREPRE.SE;N'7ATI{'E) of (01IVVER) (COATRACTOR) PRINTN.491E: SIGNATURE: — — -- — --- DEPARTI ZONING COMMMENTS Reviewer BUILDING DEPARTMENT COMMENTS Reviewer PUBLIC WORKS COMMENTS Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DATE: I C1 ONLY OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION SPRINKLERED OCCUPANT LOAD Building Division Valuation: $ 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: O/ /eC - F/7 AO)�N � �'-1 Job Address:? Permit Number: O/70 j j,P? ❑ No one available for inspection: Timeu, M/pm Re -Inspection required: Yes f'No When corrections have been made, &d7l for re -inspection at 303-234-5933 Date: & P7- 17 Inspector: DO NOT REMOVE THIS NOTICE o ' City of Wheat Ridge .,r r Residential Roofing PERMIT - 201703256 PERMIT NO: 201703256 ISSUED: 07/05/2017 JOB ADDRESS: 11874 W 39th PL EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 35 sq. *** CONTACTS *** OWNER (312)925-4311 SUB (303)981-1265 CHERNEY JAMES A Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,600.00 FEES Total Valuation 0.0 Use Tax 348.660 Permit Fee 315.25 T ** TOTAL ** 663.85 *** 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. City of Wheat Ridge Residential Roofing PERMIT - 201703256 IF 'Arl PERMIT NO: 201703256 ISSUED: 07/05/2017 JOB ADDRESS: 11874 W 39th Pl, EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re—roof to install asphalt shingles with 35 sq. I, by my signature, doh ereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorized tonclude all entities named within this document as parties to the work to be performed and t t all work to be performed js disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date OF ' I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. T nce or granting of a permit all not be construed to be a permit for, or an approval of, any violation of any provision of any appIi e co„ _deor a anc 6r gulation 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Kimberly Cook ;�o 1� 032 �� From: no-reply@ci.wheatri dge.co.us Sent: Thursday, June 22, 2017 2:39 PM 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. 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. Permits are currently being processed within 5 business days, subject to change based on volume. 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 11874 39th pi linda cherney 3129254311 linda.cherney@gmail.com z 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 monarch construction Contractor's License 100243 Number (for the City of Wheat Ridge) Contractor Phone 3039811265 Number Contractor Email Address ascott@monarchroofs.com Retype Contractor Email ascott@monarchroofs.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing o/c duration Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 35 material selected above? Does any portion of the No 1� property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 35 roofing material for this project 2 Provide additional detail house here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 16600 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 alicia scott Email not displaying correctly? View it in your browser. 3 Top 1% of roofing contractors a Customer Nam J! a tdg 4.✓ € Address PtAmat t i "` Alt. Phone Email P4�ka� �,*° - �� - ✓ InsuranceConrpany 9r r claim # ^-��Z,�' lns.Policy# Monarch Gonstruct)on & Roofing, LLC wig be referred to in this an Era€f as Mix aref . The sctpeof work and materials identified below are die scope cf work recominondad by Mmarch construction £ Roofing, Monarch isnot obligated lin perform any W or the scope or wad thief is not approved by the insurance company unless you authorize the work and agree, to Day for this addtdraat work. Sfahfanuracknm{ TUQe t °= f ear off all e fisting Myers layers) Tear off one Jaye( of wood shake shingles it stall Decking (71w OSat-2 streets of OSS are included, each a0ditional sheet wile :~e $65 per sheet ' Install New UnderS �I%� _ 3(Bb.JInstallPanteaide Brown Charcoal Tai Gray White Other—_bill. ..... __� - yi s) w if he dosed will, ice a wat$(stlefd E Vaitey(s) wik be eipen ta' Rir}ge (s) to be Color Wdinated with shingle Res) to be NighrProffteannd color-roordinaled with shingle #ani new pipe )auks ✓vents es it j f efflesh chimney(s) and all wall abutment as needed I tall Ridge Vent _LF i stall Ice & Water shield per code, as well as all vents and skylights _._ instant fro nails ler shingle as required by rity1county, codes. _ § Rite( Dish Alignment (each customer will tread to contact the provider to re -align dish altar rod installationj int:— ,Zf l inspecWns #All be completed as citylcountles mows, l have mall tftt3 back of contmt # 23 -year workmanship w'a(ranfy on roofing, all other cons,tuction trades will rece ve a 3 yr, workmanship warranty _ d Wiwanty Per Sq. _ Ciro: Ovens Corning Platinum GAF Other: -- - �arch Construction & Roofing will provide general liability msufar ice coveraga of $2,000,000 general aggregate �m magnetic sweep of driveway and Yard for removal of any Waits ove alt trash and debris from work listed Gutters �f-- — LF Size; 5 -molt of 6ffr+ch Calor int. _ tepls er Scresars Type: _. _ . jnsurance funds include Mwtgaga Company Yes, ' _ No (If -yes {ase complete the Baird party authorization f{xmi) tit._ ____. The approximate cost of the servicers based M damages known at the tine this contract is .,,,ads $ � � detemn ned by insurance. Monarch will perform the scope of work approved by the insurance eonvany, fitriarch will supplement � for .4. phoad' bw, not Included Of hams reseed to pass dtVc un:y' codes, which may increase initial dollar amount that insurance is paying out Supplemental dam billed by Monarch that are apprOVW by the insurance eampany for addRkanai work or mcreases in ods bsibo= a pan of this cumraci. The final scope and price agreed on between the iRsurarica, company and Monarch shag becoma rhe final contract once for the Insurance approved scope: Customer will be responsible to pay for any upgrades; deducible, non-recoverable deprecation or additional work authorized by the cuaforner that the insurance company datermines is not covered within the scope of provided by your insurance policy. _ i . Approximate Dates of Service: _ - those dam of service are subject to cheap due to unusual delays in transportation of materials, payment delays, insurance approval, ordfmaty weather delays, or by any other causes beyond reasonable control of Monarch. Monarch will provide comrmunicationtocustomer toshow terttattve . Notice: if the property owner plants to use prx ads of a properly and casualty insurance policy issued pursuant to part 1 of article A:tp, CA 5., to pay far the mairo work, pursuant b section 8.22-305, the roofing contradior cannot Pay, waive, rebate, or promise to pay, waive, or rebate all or pan of any insurance dedlldVe applicable to the insurance claim for payment on the opvered residential property ;iwe) hereby auNxxize & instruct the insUMACscompany & lien holders m include if* name of Monarch Construction & Roofing LLC as (--payee on anysubsanuerettoss draft a chertcs after °today 's date as find he d above. t (we) aufonze any "of representative ardor agent of Monarch Construction to attain information wry to compteteally funOmg p=ess relative to the claim numbcr rsterenrsd above, i toplck up in person any Jess drafts or ct aeras on myloUr behalf ambehad of Monarch. rt` D _ Rasa Initials Mt rarc.°i CUPWUO n eizo*i LEG Stralr hWd T, KM MY.paymem kora the Froterly-awwrwr vnte klonach Gcnst=Non 8 Roofing LLL hK Isliverod roPfiry mats+iais at the resmntid prrrpirly sive or has periomw a ntaprily ai theroolirtg Woo m the prepuny I (we)i .agree, by signing WowG all the t�nttracctt conditions, both front and back of this agreement. Date of Accapranco: custcmat 0,14 rune( +y o Customer 8ignalure. FAorsard Repfes®ntai.rox r2�sn_ckwnx{>'rksWir{� I CNH Mf6P, [p 84Ti9 PAUF't t:NJx (XiY {2YfS ita,(R0(yit6&£M) fdNAir, WDYaM:IrC'H4�4YAti.CLtR ( WWH'.NtTYAAtl31i0Uf{BGa.(RA Top 1% of roofing contractors a Customer Nam J! a tdg 4.✓ € Address PtAmat t i "` Alt. Phone Email P4�ka� �,*° - �� - ✓ InsuranceConrpany 9r r claim # ^-��Z,�' lns.Policy# Monarch Gonstruct)on & Roofing, LLC wig be referred to in this an Era€f as Mix aref . The sctpeof work and materials identified below are die scope cf work recominondad by Mmarch construction £ Roofing, Monarch isnot obligated lin perform any W or the scope or wad thief is not approved by the insurance company unless you authorize the work and agree, to Day for this addtdraat work. Sfahfanuracknm{ TUQe t °= f ear off all e fisting Myers layers) Tear off one Jaye( of wood shake shingles it stall Decking (71w OSat-2 streets of OSS are included, each a0ditional sheet wile :~e $65 per sheet ' Install New UnderS �I%� _ 3(Bb.JInstallPanteaide Brown Charcoal Tai Gray White Other—_bill. ..... __� - yi s) w if he dosed will, ice a wat$(stlefd E Vaitey(s) wik be eipen ta' Rir}ge (s) to be Color Wdinated with shingle Res) to be NighrProffteannd color-roordinaled with shingle #ani new pipe )auks ✓vents es it j f efflesh chimney(s) and all wall abutment as needed I tall Ridge Vent _LF i stall Ice & Water shield per code, as well as all vents and skylights _._ instant fro nails ler shingle as required by rity1county, codes. _ § Rite( Dish Alignment (each customer will tread to contact the provider to re -align dish altar rod installationj int:— ,Zf l inspecWns #All be completed as citylcountles mows, l have mall tftt3 back of contmt # 23 -year workmanship w'a(ranfy on roofing, all other cons,tuction trades will rece ve a 3 yr, workmanship warranty _ d Wiwanty Per Sq. _ Ciro: Ovens Corning Platinum GAF Other: -- - �arch Construction & Roofing will provide general liability msufar ice coveraga of $2,000,000 general aggregate �m magnetic sweep of driveway and Yard for removal of any Waits ove alt trash and debris from work listed Gutters �f-- — LF Size; 5 -molt of 6ffr+ch Calor int. _ tepls er Scresars Type: _. _ . jnsurance funds include Mwtgaga Company Yes, ' _ No (If -yes {ase complete the Baird party authorization f{xmi) tit._ ____. The approximate cost of the servicers based M damages known at the tine this contract is .,,,ads $ � � detemn ned by insurance. Monarch will perform the scope of work approved by the insurance eonvany, fitriarch will supplement � for .4. phoad' bw, not Included Of hams reseed to pass dtVc un:y' codes, which may increase initial dollar amount that insurance is paying out Supplemental dam billed by Monarch that are apprOVW by the insurance eampany for addRkanai work or mcreases in ods bsibo= a pan of this cumraci. The final scope and price agreed on between the iRsurarica, company and Monarch shag becoma rhe final contract once for the Insurance approved scope: Customer will be responsible to pay for any upgrades; deducible, non-recoverable deprecation or additional work authorized by the cuaforner that the insurance company datermines is not covered within the scope of provided by your insurance policy. _ i . Approximate Dates of Service: _ - those dam of service are subject to cheap due to unusual delays in transportation of materials, payment delays, insurance approval, ordfmaty weather delays, or by any other causes beyond reasonable control of Monarch. Monarch will provide comrmunicationtocustomer toshow terttattve . Notice: if the property owner plants to use prx ads of a properly and casualty insurance policy issued pursuant to part 1 of article A:tp, CA 5., to pay far the mairo work, pursuant b section 8.22-305, the roofing contradior cannot Pay, waive, rebate, or promise to pay, waive, or rebate all or pan of any insurance dedlldVe applicable to the insurance claim for payment on the opvered residential property ;iwe) hereby auNxxize & instruct the insUMACscompany & lien holders m include if* name of Monarch Construction & Roofing LLC as (--payee on anysubsanuerettoss draft a chertcs after °today 's date as find he d above. t (we) aufonze any "of representative ardor agent of Monarch Construction to attain information wry to compteteally funOmg p=ess relative to the claim numbcr rsterenrsd above, i toplck up in person any Jess drafts or ct aeras on myloUr behalf ambehad of Monarch. rt` D _ Rasa Initials Mt rarc.°i CUPWUO n eizo*i LEG Stralr hWd T, KM MY.paymem kora the Froterly-awwrwr vnte klonach Gcnst=Non 8 Roofing LLL hK Isliverod roPfiry mats+iais at the resmntid prrrpirly sive or has periomw a ntaprily ai theroolirtg Woo m the prepuny I (we)i .agree, by signing WowG all the t�nttracctt conditions, both front and back of this agreement. Date of Accapranco: custcmat 0,14 rune( +y o Customer 8ignalure. FAorsard Repfes®ntai.rox City of Wheat Ridge Residential Roofing PERMIT - 201705350 PERMIT NO: 201705350 ISSUED: 08/03/2017 JOB ADDRESS: 11874 W 39th PL EXPIRES: 08/03/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles - 31 sq *** CONTACTS *** OWNER (818)430-1882 LOCKHEART CRAIG SUB (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,000.00 FEES Total Valuation 0.00 Use Tax 294.00 Permit Fee 267.70 - ** TOTAL ** 561.70 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. w�d PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201705350 201705350 ISSUED: 08/03/2017 11874 W 39th PL EXPIRES: 08/03/2018 Residential Re -roof to install Owens Corning asphalt shingles - 31 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 maybe subject to a fee equal to one-half of the originalpermitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official dC.7i Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz 7d-/705�Yi) From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 27, 2017 5:49 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane 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 11874 39th PI W heatridge, CO 80033 DL Property Owner Name craig lockhart Property Owner Phone (818) 430-1882 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attach Copy of Contact Field not completed CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number monarch construction 100243 3039811265 Contractor Email Address blowrie@monarchroofs.com Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material: If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? TOTAL SQUARES (pitched + flat) of all blowrie@monarchroofs.com No owens corning Asphalt Field not completed. 31 No Field not co ,pleted. 31 z roofing material for this proj ect Provide additional detail house here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 14000 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 brie lowrie Email not displaying correctly? View it in your browser. 3 ,, fl 41 CITY OF WHEAT RIDGE b Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r Job Address: Permit Number: C`/'�G Z SC ❑ No one available for inspection: Time C)� ` �" )�A/PM Re -Inspection required: Yes,' No When corrections have been made, call for re -inspection at 303 -234 - Date:— Z Inspector: f DO NOT REMOVE THIS NOTICE City of Date. � �Wh6at d ic COMMUNi'TY DEVELOPMENT ,g Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Plan Roview F". Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Please OMM11*11a 04 WW~ areas on bo* sid" of Na form Inc-ompkillo app4witims my not be poxxissed. o Address: Electrical-, WR City License # Other City Licensed Sub: City License Af -- --------- Plumbing: W.R. g& License # Mechanical: W.R. City Uowse # Complete all information on BOTH sides of this form ! � ✓: f. • d w IIP y w � w mCLAJI\ CL % FU ' it ggY Hearth Products Controls Co. 706 Cwgress Park Dr. Da,vton, OH 4545.9 Match 'Lit Fire Pit,Safey Manual installation & Operation instructions lis.4-11ILi" We suggest that our products be installed by professionals that are locally licensed by the authority having jurisdiction in gas piping, service anti M, M FNING: FOR OUTDOOR USE ONLY A WAR I WARNING *Improper installation, adjustment, alteration, service, or maintenance can cause injury or property damage. Read the installation, operating, and maintenance instructions thoroughly before installing or servicing this equipment. A WARNING *Do not store or use gasoline or other flammable vapors and liquids in vicinity of this or any other appliance. -An LP -cylinder not connected for use shall not be stored in the vicinity of this or any other appliance. 4& DANGER If you smell gas: 1) Shut off gas to appliance. 2) Extinguish any open flame. 3) If odor continues, keep away from appliance and immediately call gas supplier or fire INSTALLER: Leave this manual with the appliance. CONSUMER: Retain this manual for future reference. 4/2/2011 800 i 1.) General Information 2) Selecting the Location ) Construction of Enclosure ) Installation of Fire Pit ) Media Product Specific Information 6) Parts List 7) Assembly, ) Fire Pit Operation ) Maintenance 10) 'T'roubleshooting 1.1) Warranty Instructions are also available at HPC re.com Please carefully follow the instructions in this manual to prevent personal injury or property lass. Instructions are updated as needed. It is the installer's responsibility to periodically review instruction for applicable updates. The steps listed as AI2�ilid�« ARMING [WARNING' Cas pressure and type should be checked prior to use and installation. Natural Gas fire Pit: Supply Pressure: Minimum: 3.5" W.C.; Maximum: 7.11" W.C. Outlet Pressure: 3..5" to 5.0" W.C, I,P Cas: Supply Pressure: Minimum: 8.0" W.C.; Maxinnurn: 15.0" W.C. Outlet pressure. 10.0" to 12.01" W. . 2 4/2/2011 800 Selecting the Location A ire pits, match lit kits, spark, ignition, safety pilot and electronic ignition systems are designed and intended for _M ll f outdoor use only, �� For electronic ignition models there must be an electrical shut off ( wall switch or breaker ) on the exterior of the fire r1A RON MIN 4 RLA..R)LJ_N!W Select a location where the fire pit can be attended during operation. Never leave an operating fire pit unattended or b someone not familiar with its operation or emergency shut off locations. _A&N� .1N'�'Xoth children anO adults should be alerted to the hazar4s of high surface temperatures an,4j should stay away to avoi-i t, 4 burns and clothing ignition, AA—RNjN-(;J- Young children should be carefully supervised when they are in the area of fire pit. 10LA Clothing or other flammable materials should not be placed on or near fire pit, Fire pits create very high temperatures - Combustibles must be located far enough away that there is no risk of ifion. A N - Overhead Clearance applies to tree limbs and branches only- DO NOT install unit under overhang or ceiling. It is recommended that material such as granite, marble or other dense stone be kept away from heat and especially flame due to risk of cracking, Manufacturer is not responsible for damage. Fire, Eit Clearances UInder Valve Box When Applicable 6" Sides Surrounding Fire, Pit 48" Overhead Clearance 120" • The gas line should be a minimum of 3/4" or larger based on fire, pit size and distance from fuel source, • Select a location with good drainage. • Choose a location that allows easy access for installation and maintenance of the fire pit. • Pick a location that allows sufficient horizontal room to enjoy the fire pit while allowing a safe distance from the heat and flame. I I # IWARNINGA kit or on a&dacent wall to allow for emergency shutdown and maintenance. Verify correct I IOVAC or24VAC Supply. All fire pits must have a gas shutoff on the outside of the exterior of the fire pit to allow for emergency shut off and maintenance. 9Z13kjk'W Always use proper materials and construction for gas supply, power and enclosure, The enclosure must incorporate I vent on at least two opposing sides (2 vents total) at a minimum size of 18 sq. inches each (Example: 3"x 6" or larger). Ventilation allows for heat and or residual fuel to escape, Failure to properly vent enclosure may result in the fire -pit overheating or explosion. For electronic ignition systems the fire pit wi U automatically shut down when internal valve box temperature reaches 175' F and will automatically restart when temperatures drop below 1751 F . Overheating could lead to heat damage to internal components, Some enclosures may require more ventilation based on Vents- 2 Total material, size, and extended use. The vent may work as a drain as well when installed at bottom sidewall to arevent wat buildun. W4vL, T-07 N�_:.7dre7!`TrTTR=)r 7757 space Or me enclosure surrounding the valve box cannot be filled with any material (gravel, crushed rock, concrete, etc,)- It is a requirement to have a minimum of 6" under the valve box for proper ventilation, Select materials that are non-combustible in both initial installations as well as overtime. The enclosure must be constructed on a stable surface. The weight of the fire pit must be supported by the pan and not by any control/valve box. For electronic ignition models the control/valve box must be above grade with adequate drainage to prevent water damage to the controls inside tile box, • Make sure that the structure is level, We recommend the use of the installation collar (optional) that may be mortared into the surround. • HPC recommends that the pan lip is recessed on trough (linear), and large round products as illustrated below. HPC cannot guaratitee the lip on all of our products will be perfectly flat and will not warp due to heat Di"0*1*n A 4/2/2011 800 that are �ocally licensed by the authority having 4) Installation of a Fire Pit w""'t"at ...... 4"'t"b' tt'lw bv jurisdiction in gas pipin& we suggest that our products be installed by professionals that are locally licensed by the authority having jurisdiction in We suggest that our products be serviced annually by a professional certified in the US by the National Fireplace Institute NFI Gas Specialists. as ppliance is built for gas used — natural gas or LP. Do not use natural gas appliance with LP or LP a fiance with natural gas, Refer to the label on tire appliance. To prevent damage, unhook fire pit.from gas supply for pressure leak tests, Bum Testing- It is the responsibility of the qualified installer to test for gas leaks at all connections. When filling the pan with lava rock and/or decorative glass, the instructions in Section 5 must be followed. Gas Plumbine, Connections: U'se onl)L�oint contgound or ARNIIG: male i e,fittings only- DO NOT use on FLARED fittings, Be sure to tighten everyjoint securely, XIVAR _ N_tN(;.*, For systems with an extexrfeJ or detached valve box the-2rea in which the valve box is installe4. must conform with all installation requirements to include but not limited to location, constructioir, venting and local codes. Failure to do so may result in ,e or explosion. The fire pit assembly should be recessed a minimum of 4" from the top of the enclosure to rotect flame from bern blo" out, Some areas may require more- 8", is not uncommon. Electronic Ignition fire pits come with a 13" x 13" sheet of insulation between pan mid valve box to Protect mic I mal I c I orn 11 p I o I nents from heat damage, This may need to be trimmed on smaller enclosures for proper fit, Please use insulation at all times. Warranty is void if valve box is opened • Purge, gas lines of air. • Perform all leak test with leak detector or leak reactant, • Verify correct gas type and pressure, • Perform leak, test on main gas supply. Repair leaks as necessary. • Shut Off Gas Supply and Power to fire -pit. • Connect fire -pit to main gas supply. If using flex line avoid sharp bends with flex line to prevent whistling. • Tom on gas supply and perform leak test on all inlet connections. Repair as needed, • For electronic ignition models book tip proper I I OVAC or 24VAC electrical power following all local codes. • On electronic ignition models The 3' power cord can be either tied into the main power supply for use with wall switch or plugged into remote receiver to use remotely, • Position fire pit safely with access to all gas connections for testing, • Light fire pit. It may take several cycles to purge air from the lines, o For electronic ignition models apply proper I 10VAC or 24 VAC. • Once fire pit is lit perform leak test on all gas connections. Repair as needed. • Turn off fire pit and allow to cool. • Apply media as described in (Section 5). • Turn on fire pit again and perform leak test with media correctly installed, If gas leak is detected verify correct media application and repair as needed, • If trimmer valve is installed adjust flame to desired height. Never after the product configuration • Set fire pit in properly constructed enclosure (Section 3). • Verify correct operation and lighting. • Review safety manual with end user and instruct not to change/ modify fire pit or media, IN • Leave manual with end user. ............. On electronic ignition models please apply the Start Up and Shutdown decal next to court -of switch in an obvious position. g F. low= A MMMM FOR GLASS MEDIA USAGE WITH UP GAS. WHEN USING APPROVED DECORATIVE GLASS COVER BURNER APPLY ONLY ENOUGH TO HIDE BURNER, APPLYING OVER 1/2" IV AY' BACK PRESSURE AND GAS LEAKAGE FROM AIR MIXER RESULTING IN UP POOLING UNDER FIRE PIT. AMI"M FOR GLASS MEDIA USAGE WITH LP GAS -THE UNIT M UST BE TESTED WITH MEDIA OVER BURNER FOR CONFIRMATION OF NO BACK PRESSURE CREATING GAS TO LEAK OUT OF AIR MIXER VENTURI HOLES. THIS MAY HAVCT-0 BE DONE PRIOR TO PLACING IN ENCLOSURE IF NO ACCESS DOOR. 4/2/2011 800 Please follow the instructions below to add the finishing touch to your fire pit. Remember the deeper your lava rock or glass the more risk: of reducing if not smothering the flame. Particular attention needs to be, on the pilot assembly area. Incorrect media installation will cause the slat flame to suffocate and turn off it or delay main burner i union. Kava :hock Only.Aggfication D corative Class A1111fication I) Install your fire pit EEL instructicsns. I) Install your fire pit per instructions. ) Apply lava rack less than " aboN F'or Electronic I ninon ) Blow Out Box: Do not cover vents with lava rock- leave open, Do not allow any rock to block flame opening. IM Blowout Box: Do not cover blowout box vents or opening with lava rock or Mass, Incorrect media installation will cause the pilot flame to suffocate and turn off pit or delay main burner ignition. 4/2/2011 800 2) Add base layer of htvat�ock as filter to hide pan and ring—Fleight should be slightly above ring, 3) Apply topcoat of glass to lava rock just deep enough to hide lava nick and ring. For Electronic I ninon ) Blowout Box: Do not cover blowout box vents or opening with lava rock or glass. Incorrect arida installation will cause the pilot flame to suffocate and turn off fait or delay main burner ignition. DO NOT COVER VENTS! DO NOT COVER PILOT OPENING Parts List FR/FRS Fire Ring FPIFPS Trough FRS T- Frough FPS D2!u!ud,souare,or R�ectaj Fire Pit Kit Burner Fire Pit Kit For NG < 300 K For NG < 300 K All Sizes All SiYes N U 13 We suggest that our product-, be installed by prol�ssiona+,i that are locally licensed by the authority having 7, jurisdiction in gAs piping, OR I ) Ensure gas to the tire pit location is shut off, 2) Remove parts from packaging material, 3) Read Instructions. 4) Call Manufacturer for clarification as needed. 5) Inspect the Burner for any signs of damage or corrosion, 6) Apply pipe dope or gas rated tape to all threads. a. Do not use pipe dope or tape on Flare fittings. Natural Gas Burner Assembly 7) Natural gas burner assembly sequence. a. T - Burner > Coupler > Orf ice Adapter> Flex Hose LP Gas Burner Assembly Or b, Burner > Orifice ( For units <300K > Elbow > Nipple sequence, a, T -Burner> Coupler> Air Mixer> Adapter > Flex Bose -00. b. Burner > Closed Nipple > Coupler > Air -Mixer > Coupler > Elbow - I N iliple, iiiii 11114 9) For Trough products ensure 2 burner brackets, center bracket and M M 10) For FPS -ley valve assembly sequence is the same for either natural gas or LP. Adapter > Elbow > fey Valve =- Cas Supply 0 la. fipple > Elbow > Valve > Elbow= > Gas Supply 11) Connect fuel supply line to Key Valve. 12) perform leak test as described in this manual. 13) Install unit in enclosure. a) To reduce whistling ensure flex line dues not have sharp bends. • WARNIN t Ai NTNG: 1 ARNING: +plyA.R'4. iIl7kQ .. .. .. .. e-� . ,� . .. cooling2. Turn OFF LP cylinder when applicable pit. f 4/2/2011 800 Maintenance We suggest that our products be servicj°��ed by a professional certified in the fiIUS by the nl Any guard or protective device removed for servicing must be replaced prior to ationa , Treplace Institute fire pit. ~%.**ft Q41,11 as NFI Gas specialists Installation and repair should be done by a qualified service person, Fire pits should be inyeeted prior to use and at least annually by a qualified service person. Ensure gas and power (if applicable) are shut off and fire pit is coot before servicing. Keep fire pit covered at all times when not in use, Keep any debris out of fire pit- clean as needed. �Ring Cleaning: (I x YR) If flames exhibit any abnormal shapes or behavior, or if burner fails to ignite properly, then the burner holes may require cleaning, The appliance can be cleaned by carefully removing the logs and media to allow access to burner. Use a brush to carefully remove dust, spider webs, and loose particles from base, logs, and fire ring itself If evidence of damage, fire ring must be replaced with fire ring specified by manufacturer. MIMI Below are some potential causes and countermeasures to the symptoms indicated in bold. Please contact your retailer or certified technician for service & repair. Below are some potential causes and countermeasures to the symptoms indicated in bold. If still unable to resolve issue, please contact your retailer or certified technician. Will Not Light 1. Air in gas line. If new install, may take several attempts to purge air 2. Debris in gas line. Confirm gas line is clear (insulation, dirt, plastic, excessive pipe sealer etc..) 3. Gas Pressure Improper Confirm proper gas pressure found (Section 1) Will Not Stay Lit 1. Gas Pressure Improper Confirm proper gas pressure found (Section 1) 2. Improperly applied media Review Media in (Section 5) Noise I. Whistling Sound Change Flex line routing, 11) Warranty Limited WatrInly Hearth Products Controls Company (HPC``) warranties HWl fire pits against manufacturing defects that prevent safe and correct function as follows: *Electronics, Gas Valve, & Pilot Assembly: Commercial-6mos; Residential- 1 yr. *Stainless Steel Pan, Fire Ring, & Valve Box: Commercial-lyr.; Residential 3yrs. This commences from the date of original sale / shipment from HPC FOB Dayton, Ohio. This warranty is for parts and in-house (HPC) labor. The defective product must be sent back to IJPC with a Return Merchandise Authorization (RMA) issued by HPC for that specific product and any other additional information for the nature of the defect or warranty clairn. The warranty does not cover items that have been damaged by overheating, modification, abuse, or improper storage. Also any labor involving installation or maintenance with the unit is not covered. This warranty excludes claims for consequential, indirect -collateral expenses arising from product defects or warranty recovery, 8 4/2/2011 800 �FOROFFICE USE ONLY � '�i% of 2. haCOMMUNiTy DEVELOPMENT e Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO80033 Plan Review : i e: 303-235-2355 * Fax: 303-237-3 2 C1 Inspection Line: 33-234-33 PAID, Building Permit Application � P184s pleas all highlighted a s ars bath sides Of this form. 1000M010to applications may not be pr Property Address,., Pro Sao (please print): X on: Property Owner Email., Mailing rheas: (if different than property address Address: Arch ttodt/Enginear E- its Phone: -303 L61- 5751 T. A) con tear: Cont+ractear Contractor E-mail Address: Sub Com s. lectrical: Plumbing: Mechanical: W.k City License # W. R- City License # W.R. City License # Other City Licensed Sub: {,ether City Licensed Sub: City License # City License # Complete sli information on BOTH sides of this for 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL iDiN RESIDENTIAL ROOFING RESDENTIAL ADDITION COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) RESIDENTIAL MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUM�� SAATEM�pPLIANCE REPAIR or r + Sq, FULF Btu's Gallons Amps Squares Other HOMESTEAD STRUCTURAL iENGINEERING 7501 West 29tt Ave, Wheat Ridge CO 80033 HSE #13-107 M PAX: 720-488-0772 L1*9 INLIEBERM ANPCOM CAST, NET We are writing this letter to inform you that the existing damaged post tensioning and deteriorated concrete for the front entry bridge will be repaired instead of adding a new steel frame below it. At the moment the entry deck is shored, and the contractor will to chip the deteriorated concrete down to sound concrete and will replace and re -tension the existing damaged post tensioned strands as required. We anticipate replacing here ten W diameter post tension strands in the east side beam, and seventeen slab post tensioned strands. Any reinforcing bars with significant rust shall be replaced and all bars will be covered with BASF zinc coating, The voids formed from the deteriorated concrete will be re -poured with BASF l repair mortar, We will also install a new traffic membrane on the top side of the entry deck after the repairs are finished, Our office will provide periodic field visits to the site during construction to observe the construction process, If you have any questions please call, Sincerely, Lorin 1, Lieberman, RE, Principal I 2 110MESTEAD STRUCTURAL ENGINEERINI VVO", rbo 1-1 -- 4 I\': ''I FVCL e� Attention: We are sending you via U mail U courier 0 pick up attached W -originals U shop drawings U prints U copy of letter Qalculations Centennial, CO 80112' Phone: 303-901-5751 E-mail: lotinlietterman0comcastnet Fax:720-488-0772 f_Transtuftal Q Fax Date: Job No: Job Title: No. of fax pages including cover: Mail copy to follow U Yes U No These are transmitted: Q for approval 4"r your use U as requested D please call after review Copy to: By: Certificate Of Occupancy Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: New Single Family Home - 5060 A. 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. All other licensing requirements for the City must be met. 1-10019093M Owner: STANDARD PACIFIC HOMES OF COLO 7800 E DORADO PL 220 GREENWOOD VILLAGE CO 80111 Contractor: Standard Pacific Homes 7800 E DORADO PL SUITE #220 GREENWOOD VILLAGE CO 80111 For the Following Purpose: Single Family - New Code Editions NO change shall be made in the USE of 2012 ICC/2014 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Occupancy 2006 ICC/2005 NEC from the City of Wheat Ridge. Other Zoning oning - Administrator COMMERCIAL OCCUPANCIES Vq, eA I -T DrJ Engineering, LLC (FKA' Dr Consulting, LLC) EIVOINEEWNGLLC 6300 Enterprise Lane Madison, Wisconsin 53714 Ike: J1416047 MST 20/20 7.4 J 1416047 / E3 Repair sum NNUMOR114 by Pro Build. These TDDs (also referred to at times as "Structural Delegated Engineering Documents") are specialty structural component designs and may be part of theproject's deferred or phased submittals. As aTruss Design Engineer (i.e., Specialty Engineer), the seal here and on any TDD represents an acceptance of professional engineering responsibility for the design of the singleTruss depicted on theTDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements, Please review all TDDs and all related notes. Pages or sheets covered by this seal: 19629767 thru 19629767 My license renewal date for the state of Colorado is October 31, 2015. Important Notice: Each TDD uses Metal Connector Plate (MCP) design values published by MCP manufacturers, Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per the National Design Specification (NDS) for Wood Construction. The TDD further uses lumber design values published by the applicable lumber rules -writing agency as approved by the American Lumber Standards Committee. These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created mid owned by the MCP manufacturers. The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules -writing agency shall apply to the Owner, Building Designer and Contractor. All capitalized terms are as defined in ANSI/TP1 1, the National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1). 71T April 16,2015_ t* 2viq0!',4)1 REPAIR: 1) CRACK IN BOTTOM CHORD AND VERTICAL 5-6 CENTERED AT JOINT 6, ------ — ----- - -- Scaie - I A0.5 06 4 5 ON US 40 U4 -0 5-2-13 11-4-0 , 5 2-13 6-1- 3 (A) APPLY 7/16- 24116 SPAN RATED OSS GUSSETS TO ONE SIDE OF TRUSS, ATTACH EACH GUSSET WITH (3) ROWS OF 10d (3"x 0,131") NAILS SPACED @ 3- OC INTO EACH MEMBER. THE GUSSET MUST EXTEND A MINIMUM OF IW ABOVE THE DAMAGE ON WEB" AND 18" LEFT OF THE DAMAGE ON THE BOTTOM CHORD, - --------- ------------ -- --- LOADING (psf) SPACING 2-0 CS1 DEFL In ($oc) Well Ud F PLATES GRIP TOLL 30,0 Plates increase IAS TC 0,31 Vert(LL) -0.03 6-7 >999 240 MT20 197/144 TCDL 23.0 Lumber increase 1,15 BC 0.19 Vert(TL) -0,06 6.7 >999 180 BOLL 0,0 Rep Stress Ina Yes VVB 0,39 Horz(TL) 0.04 12 n1a n/a BCDL 5,0 Code IRC2006rrPi2042 --------- - - (Matrix M) Weight. 59 to FT - 0% LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD BOT CHORD 2X4 SPF NO.2 WEB$ 2x4 SPF No, BOT CHORD OTHERS 2x4 SPF No,2 REACTIONS (Ib/size) 2-75610-3-8 (min, 0-1-8), 12-60701-8 (min. 0-1-8) Max Horz2-212(LC 6) Max UpIM2=139(LC 9), 12-190(LC 9) FORCES (lb) - Max, Comp./Max, Ten, - All forces 250 (to) or less except when shown. TOP CHORD 2-13--869/98,3-13-627/117,3-14-8981253,4-14-7461280,"-296/633, 5-8�296/633 BOT CHORD 2-7-3121644 VVEBS 3-7-5901276,4-7--3451843,4-6--6051301 end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind� ASCE 7-W 100nnph; TCDL-S,Opsf,, BCOL-1.2psf,, h=25ft; B-45ft; L-24111- earve-411; Cat, 11; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) -0-11-4 to 2-0-12, interior(l) 2-0-12 to 10-3-0, ExterW(2) 10-3-0 to 10-10-12 zone; cantilever left and right exposed - end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -I 60 plate grip DOL=I,i� 3) Plates checked for a plus or minus 5 degree rotation about As center, 4) This truss has been designed for a 10,0 Pat bottom chord live load nonconcurrent Win any other live loads. 5) * This truss has been designed for a live toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members, 6) Bearing at jointia) 12 considers parallel to grain value using ANSI/TPl I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at jointia) 12, 6) One RT4 LISP connectors recommended to connect truss to bearing walls due to UPLWT at jfts) 2 and 12. This connection is for uplift only and does not consider lateral tomes, 9) This truss is designed in accordance with the 2006 International Residential Code sections R502. 11. 1 and R802,10,2 and referenced standard ANSIfTPi 1, 10) "Semi-rigid pitchbreaks Including hoofs' Member end fixity model was used in the analysis and design of this truss, April 16,2015 AWARNflNG, Noaoethan ouahly levrMthe SWWWd fanny bf M&-Ufadwed PMdtMrtS'r0nn VWj, dftOn pararr*eny WW read rages M this T and the 0yJRe1r,,e,,mShW(m 11-14D = ONY %TOk wrmedor Oaies %W re u"d for Ns I)DtoCas vand Von WW an any TOO leproierds an a plama of the great orgime6no NVOW-Ry fix Ow design of tire 0VW Tnm dapeed on Ov TDD Dray, under TPI 1, The de4en assumpiyoml Wad comit Wflabiq and use of thts Truss Rx any BuOdk? a the respombroy of It 11 "WMM 1, Tho," She TDD WWthea praxdicas and grndettnas of 6es� Gwnpone#et Safe44' 7Mtumaflsaf (ee:Si} pasl:aatnd by TPI aevCi 56CA sea re€esaescae3 !ar gqtsrrerai Burda i`r a detLrosa Eta eery atrei duties of flee Trum Crrer, Truss 'MS syste Pnpaaeer f" OnY W� 0.9, AM COPUMed 1We as deAned in Tfn I I COWnfitat 0:x#14 ProBWO-DO Erqnvw�nii, U C, (DrJ) R*PMdU0W- Of #nS d=W$WyA, 41 any fOrM, M Wry' anted llghm4 vogtoo PWM*WM Von, PloawhiOTJ 1 0 i: SIT- -01 800.5 145— 41M -as'�-op, 2 511 4 5:191"'Ma — F I . &§ t8D ha. & . & Ra, 9& OR HYMN, lij-11 w. eX i N aria a 2 1 gL7RZ 41 a 1 -21 0 "W aQj �R* - 9 8 0 4FO 9 gm&.0 -isr 4, q 37 I at I ::4a zz 02gym' g Egig 0 a U 0 I fl 0 15-21 19 �e& Iwo -F" uf .1 1, 1. 2 '00 11 3�1 I 1 8 1. z 0� "a maxi K OR!- - 11114 J 5 A I 8- 7 8 ?II9 17 IF 1 a 5 Ig Sam. 2141, 0 j, Ila 1 09 iT I D I a g CA Of -C.q 9 9L 9, 9 3 - 0 XX • I 0 a M ty fl.!.sr: cn rn MI Yj • M. z ?� m x Mw m m :1 0" c m m z 0 fl.!.sr: City of W h6at j dgie COMMUNE ta+ t' ENT pla 1 11 L Bu Perm App a a g s RIF, lfpt �. ! (if dit emnt than Mmrty ,.. Address.: 7800 East Dorado Place, Suite 220 f , State ; Centennial, CO 8 111 • a 0 ?»W >a9«she , »» <ftfor * »6 > « « ©» REPAM or » f < ««« .1 • # VW-1 Milm", MM Address: P) Do ud Subdivision , Filing 2, Lot Applicable survey conditions: Flatly (survey at foundation) MRS (survey prior to CO, if' within 2 feet of setback) DOUD I (landscaping) DOUD2 (setbacks) Lot Size: 6,31 sq. ft. 4 Maximum Building Coverage (4(l %): sq. ft. Total Proposed Building Coverage: sq. 0 Setbacks: Required Provided Front 20 ft 0,;Interior Side lo ft 10 to 7 _ i 6 Side on street/open space / 1 Interior Rear -45-ft LJ (0) 73 Perimeter Rear Is the structure within 2 feet of minimum setbacks? (If yes, add sunvying condition FND) 13 Architectural features such as cornices, eaves, belt courses, bay windows, sills, canopies, porches, decks patios, and balconies may extend or project into a setback a maximum of thirty inches. U The first floor of the front elevation shall have a minimum of 67% masonry: brick, brick vener, stucco, stones, stone veneer or synthetic stone, with a full return (minimum 4' high) wainscoting on the sides of the hornes. Drivewal review considerations: LJ Driveways cartnot exceed 24' in width. AUTHORIZ FORM w Y F45M� ° xi �a'4V t Fw Mechani'iml Contrac k o f A u &o fized4 en t ­ �� jft *T h i s !1 1 mus be xf ". i. i' tac sub ktF tt' #." t he [t ATTENTION: BUILDING DIVISION 67 w-Lcl I have rev wed the submitted appli m cation docuents to construct a 1 , t located at the above referenced address. Please note the comments checked below, 1. --� Signature David F. Bross man, P.L.S. Date NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIORTO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, MMEMOM unsix 11 J � ' . 2 K� Ka ,190M aluma Date: 1 �15 R_eyeLopment Review Procggjg1.ftg1— .............. $100 (Required of all projects for document processing) Single Family Residence/Du&x Review Fee: $50.00 Comme-rdal/ Multi -Fa milv Revie" Fees: 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further revieiAs of the Application will be subject to the following Resubmittal Nxs: 0 Resubnnittal Fees: 3' subniittal (Y2 initial review fee): ....... $300.00 4"' submittal (full initial review fee): . - - . - . ................. $600.0() All -subsequent ......... ...... $600.00 (Full initial review fee) PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN pUBLIC RIGHT-OF-WAY, DA /I L '" ADD ' 3q'- CC: File r 4 : fiestai .coo 0 A O!Mi IN Z= 21 Sc>uth tvanh<>(a Str l Suite 5 Denver, Collorada 80222-5710 303-759-8100 Fax 2 IIII Zi www.agwassenaar.com As requested, we have performed a soil and foundation study at the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed residence. This letter presents a summary of our findings and recommendations. �M 0' to 5' Clay, medium stiff, silty, sandy, with trace • gravel, moist, brown 5' to 19' Sand, medium dense to dense, silty, slightly clayey, gravelly to very gravelly, moist to wet, brown M! Repth to water: 16 feet at the time of drilling 16 feet 2 days after drilling ............... . . . . . . . . . . . . . 71#==101 M - 171 10, =(- 1W 71#17 Project Number 135279 February 21, 2014 Page 2 encountere ]IS A f 011 Wa materials generally exhibit no to low potential for expansion, Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. goal- • • -- I soils, Exterior footings should bear at least 3 feet below exterior grade for frost protection, The bearing materials beneath footings should be protected from freezing during construction. All lower the potential of developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls should be expected. • Project Number 135279 February 21, 2014 Page 3 For sites with a risk assessment of high or very high, we recommend an interior floor system engineered for expansive soils be constructed, An alternative to the use of an engineered floor system, such as soil modification to reduce the risk assessment, may also be considered, In addition, an engineered interior floor system is recommended for all finished areas or any other areas where floor movements cannot be tolerated. --------- - ---------- - -- --- --- --- R M q movement, slabs supported by the expansive subsurface materials should be constructed using the following criteria: oe separaMij Tforn Men* a joint which allows free vertical movement of the slab. Z Slab bearing partitions should be constructed with a minimum 2-inch void space. Stairways bearing upon the slab should be constructed in such a way as to allow at least 2 inches • slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the residence. 4111EMU=# 4 Where a forced-air heating system is used and the furnace is located on the slab, we recommend provision for a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also be provided with flexible connections capable • accommodating the same magnitude • movement as specified above. 5 Provide frequent control joints in the slab. MUJOTM�g iO 0ab; however, the void spaces recommended are not intended to predict total slab movement. Care should be taken to monitor and reestablish partition voids and flexible connections when necessary, We are available to provide further consultation regarding basement slab performance Jsk assessments. Standard Pacific of Colorado, Inc. Project Number 135279 February 21, 2014 Page 4 Standard Pacific • Colorado, Inc. Project Number 135279 February 21, 2014 Page 5 8. Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation, These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric. • e o a l " I- ga ll all 1011 -- - F' - I =17777r=711=1 "I"I Project Number 135279 February 21, 2014 Page 6 tllll # w. # *' d Manual S, D, Standard Pacific, Fireside Plan 5057 Main trunk airflow: 1,197 Largest trunk diameter 16:6 ST-320 Largest runout diameter 7 SR-240 Smallest trunk diameter 6,7 ST-170 Smallest runout diameter. 4 SR-320 Supply fan external static pressure: 0.800 Supply fan device pressure losses: O.325 Supply fan static pressure available: 0.475 Runout maximum cumulative static pressure loss: 0.552 S1 -420 Return loss added to supply. 0133 Total effective length of return (ft.): 405.4 S L . .. ...... ... Total effective length of supply( ft.): 192.3 Ir SR-4,20 P Overall total effettive length (ft.): 597.7 Bsmt Lt w to SR-420 A Design overall friction rate per 100 ft.: 0.079 (Avalla, '10 SP X T'NK"'TE4. A,a R i dr, Furnace Heat Rise—Used 53 Degrees on Program # W. �, „' SPECMCATIONS � °, + ter° �'�"�" �� � � � �• ����t> � <� � � � �;� �: , "rcw mu .� K a Furnace Blower Data AIR DELIVERY - C7F.M (ROTrOM RETURN WrrH FHJER) Evaporator Coil static Pressure m � law . M Evaporator Coil static Pressure PERFORNLANCE DATA (cout) , m Detailed Cooling Opacities % p a Detailed Cooling Opacities DE TAILED COO1.JNG C.APACITIES# CONTIN E VAPORATOR COMEMM st € a`5 �.� 5 {9:43 5 �m 4 T' CFM ,F'j �� 4" t 3372 38.E 2.49 29.01 102 ., 33.90 25M 1 . 3 i1tr t.a 13W Q 0 . 1 2 95 3222 3222 Sensible Heat gain = 28260 BTUs AC Delivers 30890 BTUs 28260/30890 = .914 or 8.6°'x; over Value Type Standard Air Conditioner Number (Combined) CA13UA036 Model Number CNPV*4221AV-TDR ' Ame 13 SEER PURON AC � w Manufacturer CARRIER AIR CONDITIONING ' ' ytion � ' ' Rot at Capacity 33000 .' . 4 Capacity High Speed 0 ' 4 Capacity Low Speed 0 Speed 0 ' '^ eferente Number ing Tier ' to Capacity 33000 Capacity 0 easor Warranty atmrdy vartanty � ' SR-390,'r',73 SCALE: 118" =1 "Q'" Drawn: North Approved: Date: 7' a SR-380,'r•,73 CFM,Reir:10x4, BRS SR-400 ",35 CFM,Re9A0x41 777 .­106" Transfer Grille SR-410,4",6CFM,ReQ . .. ............. M10" up- 1444_44 to gara coiling ,Ssmt Low,10",249 CFM,061101�02 If unfinished Basement, If unfinished basement, delete this relum and lr %tell no, designed but lw install th ne e tun size pipe remove both supply Proposed: Frame and turtle in the ceiling in In (2)14xlO" 10 common area f portion Cutting "t(Y'al 14x3 basement in It: ceiling at toast 10*0" from water heater SR420,5",62 CFM,Regz10x4 I Mach/ Storage Low energy consumption criteria, Building design equiptirient locations, and local building code requirements may hinder customer comfort preferences. Continous blower operation may be required to equalize temperature differences, Install Balancing Dampers on all Supplies - --------- PAGE SIZE: I I X1 7'* STANDARD PACIFIC BASEMENT FIRESIDE PLAN 6057 WORST CASESCENARIO SCALE: 118" =1 "Q'" Drawn: North Approved: Date: Job Number: SR-250,7" 71 CFM,Rid;:10x4 SR-240,7',71 CFM,Roq10x4 SR-260,7",71 CFMRe%p10x4 SR-3607' ',55 CFM,Rsfp10x4 SR-280,6",34 CFM,Rsfp10x4 R-350,1"',55 CFM,Roir1 SR-370,7%55CFM,Aeg10� 1 06" Transfer Grilte, if door pres tnt 9 4� 4" Iow,1010`442 CF104411014*14 project Rar t 511490,6",34 CFMRog:10 ' j 4 v-4 Great Room SR470,6',35CFM,RogJ0x -- r ad . . ......... .... 7' SP,300,7 ",71 CFM,R*gi10 +b 1 L-. Low,140V,342 CfM,GriRe:14 Ducts in \ garage ceiling f I Proposed, Frame In 1010"tusuic r r Ent ri Both 3 Low 94x40° Return duct in closet I . . ............... —SR-320,41",11 CF1A,Reip10x4 i Propose& Fri e $R•310,V ,34 CFM,Rigp40x4 In (2)14x1(8` ducts 1010" Transfer Grillo i to garage calong SA410pt Studyi SR-340,r' 43 CFM,Refp10x4 S§430,r',43 CFM,Reg1Gx4 CM GIVON KRE ARE 11IF WGEST M'ML\ MWON'S THAT %111 BE ED FR WE SOFTWAM MUNUM, J ANDIVAY M, CDMW' R00% TO MAKF UP SUMY AIR ffilITIAT IS REWREMAS SHOWN ON r=R KAN& Install Balancing Dampers on all Supplies PAGE SIZE: 11X17" STANDAR ACIFIC MAIN FLOOR D P SCALE. 111 FIRESIDE Drawn: Approved: PLAN 5057 WORST CASE SCENARIO Date: Job Number: SR- 100,4' ,10 CFM,Rog10x4 MstrFe1Hng,1Z',247 CFM,Gri11e:16x16 p` SR•170,a7 ",42 CFt4,Reg:tOx4 SR- 190,7",40 CFAA,Reg:10x4 ? SR- 110,7"',52 CFM,Ro g' 10x4 f 14x '" Transfer Grille O7'" SR -1 52 CFAA,Rag.tOx4 SR-200,T%40 CFM,Rog:lOx4 r� SR2 thf' F�DfT3 Master SR 3 S Exhaust Only ventilation Strategy 6 24 hr, 88 CFM 0 ,l Panasonic t* hispergeeen SR-100,r',62 CFtdl,RagaOxA , $a . _�__:.�._. �.��... _ „__. ._. ,..§, whole house exhausi Ion _..__ IrngJ x',237 CE?A,Qrille:t6xt tr - SR -210 4 ",13 CFM RegrlOxA i SR- 130,5 ",25 CFAt « Req:10xA wlC t t ! (gry ° Y �t @ tAxtO" 4ranaFec GeFlte E wlC 2 > 3 Matter Bath SR1220,6` %46 CFM,RegaOx4 Low In walk id P° �- -. ___ ...._...SR•230,5 ",46 CFR+#,Rog.90xA ,r t 5- 160,4 ",t6 CFA4 : Reg:tOxA Low to wall { 1511440,6 ",25 CFM,Rog.tOx4 SR- 15a,6' °,25 C I FM,Reg:10.4 t Th chase has to be able to accommodate a 14xt0" Duc€ I i I Install Balancing Dampers can all Supplies k PAGE SIZE. IIX17" _...,. STANDARD PACIFIC UPPER FLOOR .m. SCALE: 1/8" 1'W' Drawn: FIRESIDE Approved: Date: i LAN 5057 WORST CASE SCENARIO Job Number: i � , V epos Project Title: Standard Pacific Fireside Plan 5457 Designee By Bob Guenther Project Date. Tuesday, February 11, 2414 Client Name:. Standard Pacific Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 8454 Rosemary Company City. Commerce City, CO 84422 Company Phone. (843 )888 -4487 X -102 Company E -Marl Address. bob @smithandwillis.com nt;l Cf Citti✓t - r Ity+ YY €1WC1tT1U9V auv Btuh Building Orientation. Front door faces Northeast Total Sensible Gain: Daily Temperature Range: High 149 Latitude. 39 Degrees -2,274 Elevation: 5476 ft. % Altitude Factor: 4.817 Btuh Outdoor Outdoor Outdoor Indoor Indoor Grains D[y Bulb Wet Bulb Rel.Hum Rel.Hum Pry Bulb Different Sensible Latent) e Winter 1 4.2 81% 30% 74 34.1 Summer :: 91 59 15% 50% 7 -3 Total Building Supply CFM: 1 CFM Per Square ft.: 4,279 Square ft. of Room Area: 4,298 Square ft. Per Ton: 1;484 Volume (W) of Cond. Space: 42,222 Total Heating Required Including Ventilation Air: 55,594 Btuh 55.594 MBH Total Sensible Gain: 28,267 Btuh 149 % Total Latent Gain: -2,274 Btuh 4 % Total Coaling Required Including ventilation Air: 28,267 Btuh 2.36 Torn (Based Can Sensible Latent) Be Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. sure to select * unit that .. both sensible and latent loads according • the manufacturer's performance-, •. . at your design II • i Summer: 0.250 AC/ /hr 0.250 AC/hr 91 59 0 0% 0. € 22 CFM Main Trunk 0.309 AC /hr Runouts Above Grade Volume: Calculate: Yes 9,008 Cu ft. /hr 9,008 Cu.ft. /hr 283.8 Use Schedule* X 0.0167 Total Building Infiltration: 150 CFM 150 CFM Roughness a ♦ 0.00300 ! i #ii Pressure Drop: 0.1000 ! 0A000 r 0 Velocity: Minimum Infiltration & Ventilation Latent Gain Multiplier: -21.70 = {0.66 X 0.817 X -39.04 Grains Difference) N Less Multiplier: 63.04 Maximum - 0 1 Winter Infiltration Specified: Minimum Height* 1 Summer Infiltration Specified: 0.250 AC /hr (122 CFM) Height: Maximum Infiltration Specified: 0.250 AC/ /hr 0.250 AC/hr Attic 1613 122 CFM € 22 CFM Infiltration Actual. 0.309 AC /hr 0309 AC /hr Above Grade Volume: X 29 Cu.ft. X 29195 Cu.ft. Open Crawl - 9,008 Cu ft. /hr 9,008 Cu.ft. /hr 283.8 X 9.0167 X 0.0167 Total Building Infiltration: 150 CFM 150 CFM Total Building Ventilation: 0 CFM 0 CFM -p- System 1 -_- Infiltration & Ventilation Sensible Gain Multiplier: 14.39 = (1.10 X 0.317 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.70 = {0.66 X 0.817 X -39.04 Grains Difference) Infiltration & Ventilation sensible Less Multiplier: 63.04 = (1.10 X 0317 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (122 CFM) Summer Infiltration Specified: 0.250 AC /hr (122 CFM) 1 Return Attic Attic 1613 U.Ufj d ru Yes k Supply Garage - Open Crawl - 0.06 8 283.8 Yes 2 Return Garage Open Crawl 0.06 8 22 Yes } Y:\ ...\Flan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM Load Previ .uoa Y.\ ...!Flan 5057.rhv Wednesday, February 12„ 2014, 8:08 AM < A' wr N ^ mft mm_ Se L t,' N ti Send u t Sci pe o I orb Area Calm Gaanx G ni Loss it CF l 1 Aet Si I Building 2.36 1,984 4,293 28,267 -2,274 28,267 55,590 1,066 1,240 1,200 _.... System 1 2.36 1,984 4,298 28,267 -2,274 28,267 55,590 1,066 1,200 1,200 25x1 Duct Latent -217 0 i Humidification 2,309 i Zone 1 4,293 28,267 - 2,05'7 28,267 53,281 1,066 1,200 1,200 12x16 1 -Rec loom _ 929 1,321 -134 1,321 7,272 145 56 145 7,7 2 -Bra 5 177 518 -37 518 1,766 35 22 3 6 3 -Bath 4 47 9 w 9 296 6 0 6 4 4 -Mecht Storage 322 88 -61 88 3,109 62 4 62 5 r 5-Project Rm 152 1,582 -231 1,582 2,720 54 67 67 6,6 6 -Mud Boom 79 624 -165 624 1,768 35 27 35 6 - KitcherYNook 399 6,708 -412 6,708 6,563 131 286 285 7,7,7„ 8 -Great Room 527 3,916 -101 3,916 5,916 118 166 166 7,7,7 9 -Bath 3 48 152 -49 152 536 11 6 11 4 14 -B1 4 /Opt Study 179 2,048 -104 2,048 3,749 75 87 87 7,7 11 -Entry 92 463 -152 463 1,715 34 20 34 5 12-Master BR 276 3,679 -50 3,679 4,199 84 156 156 7,7,7 13-BR 2 181 989 -106 989 1,616 32 42 42 7 14 -Bath 2 71 171 -41 171 511 14 7 10 4 15 -BR 3 191 1,895 -20 1,895 2,927 59 80 80 7, 16- Laundry 61 311 -32 311 523 10 13 13 4 17- Library 269 2,183 -41 2,183 3,525 71 93 93 6, 18- faster Bath 189 984 -156 980 2,526 51 42 51 6,6 19-WIC i 51 283 -114 283 1,261 26 12 25 5 20-WIC 2 58 346 -46 346 783 16 15 16 4 Sum of room airflows may be greater than system airflow because i s stem room airflow o Lion uses th treater of heatin or cooiin t Y.\ ...!Flan 5057.rhv Wednesday, February 12„ 2014, 8:08 AM < A' wr --- Duct Name: T -250, Effective Length: 1.5 Trunk 0.0003 1Z9 275 0.000 Up: ST-240 55 14 0.010 0..000 Rect 1.5 10 0.0 0.000 Presize 267 6 0.280 0.520 l --- Duct Name. T- 240, - Effective Length: 1.2 Trunk 0.0003 12.9 322 0.000 Up: ST -200 55 14 0.014 0.000 Rect 1.2 10 0.0 0.000 Presize 313 4.7 0280 0.520 _ - -Duct Name: ST -200, Effective Length: 2.3 Trunk 0.9903 12.9 359 0.000 Up: ST -140 55 14 0;018 0.000 Rect 2.3 10 0.0 0.000 Presize 359 9.3 0280 0.520 r -. -Duct Name: ST -190, Effective Length: 4.2 Trunk 0.0003 12.9 216 0,000 t Up. ST -250 55 14 0.007 0.000 Rect 4.2 10 0.0 0.000 Presize 210 16.7 0.279 0.521 - --Duct Name. ST -100, Effective Length. 7.7 Trunk 0.0003 12.9 194 0.000 Up: ST -190 55 14 0.006 0.000 Rect 7.7 10 0.0 0.000 1 Presize 189 30.7 0.279 0.521 -- -Duct Name: ST -170, Effective Length: 5.2 Trunk 0.0003 67 230 0.001 Up: ST -150 55 4 0.019 0.000 Rect 5.2 10 0.0 0.001 Presize 64 12.1 0.277 0.523 -- -Duct Name. ST -160, Effective Length:: 9.7 Trunk 0.0003 12.9 141 0.000 Up: ST -180 55 14 0.003 0.000 Rect 9.7 10 0.0 0.000 Presize 137 38.7 0.279 0.521 --- Duct Name: ST -150, Effective Length: 2.5 x Trunk 0.0003 6.7 306 0.001 Up: T -160 55 4 0.031 0.000 Rect 2.5 10 0.0 0.001 Presize 85 5.8 0.278 0.522 Y.\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8;08 AM -- -Duct Name: ST-140, Effective Length: . Trunk 0.0003 12.9 377 0.000 Up: ST -120 55 14 0.018 0.000 Rect 1.2 10 0.0 0,000 Presize 366 4.7 0.230 0.520 -- -Duct Name: SR -240, Supplies: Kitchen /Nook, Fittings: 2 -1 4 -H, 8-A2, 8-A2, Effective Length: 70.9 Runout 0.0003 7 266 0.003 Up: ST -260 55 5.4 0.019 0.011 Rnd 13.3 7.7 57.6 0.013 Presize 71 24.4 0.264 0.536 -- -Duct Name: SR -250, Supplies: Kitchen /Nook, Fittings: 2-1,4-G, Effective Length: 83.6 Runout 0.0003 7 266 0.004 Up: ST -340 55 5.4 0.019 0.012 Rnd 22.3 7.7 61.3 0.016 Presize 71 40.9 0.262 0.538 -- -Duct Name: SR -260, Supplies: Kitchen /Novak, Fittings: 2 -1 4 -H, 8 -A2, 8-A2, Effective Length: 94.6 Runout 0.0003 7 266 0.005 Up: ST -290 55 5.4 0.019 0.013 Rnd 24.0 7.7 70.6 0.018 Presize 71 44 0.260 0.540 -- -Duct Name: SR -278, Supplies: Mud Room, Fittings: 2 -1, 4 -G, Effective Length: 85.5 Runout 0.0003 6 178 0.003 Up: T -230 128 4.7 0.010 0.005 Rnd 31.8 6,6 53.7 0.009 Presize 35 50 0271 0.529 -- -Duct Name: SR -288, Supplies: Project Rrn, Fittings: 2-1, 8-A2,8-A2, Effective Length: 92.1 Runout 0.0003 6 173 0.003 Up: T -360 55 4.7 0.011 O.007 Rnd 28.7 6.6 615 0.010 Presize 34 45 0268 0.532 -. -Duct Name: SR -290, Supplies: Project Rm, Fittings: 2 -1, -G, Effective Length: 77.5 Runout 0.0003 6 173 0.003 Up: ST -280 55 4.7 0.011 0.005 Rnd 32.0 6.6 45.5 0.008 Presize 34 50.3 0271 0,529 -- -Duct Name: SR -300, Supplies: Kitchen /Nook, Fittings: 2-1,4-H, Effective Length: 76.1 Runout 0.0003 7 266 0.003 Up: ST -220 55 5.4 0,019 0.011 Rnd 16.7 7.7 59.5 0.014 Presize 71 30.5 0265 0.535 Y;l ...lPian 5057.r v Wednesday, February 12, 2014, 8:08 AM -- -Duct Name: R -310, Supplies: Entry, Fittings: -1, 4 -G, Effective Length: 46.8 Runout 0.0003 5 249 0.000 Up: ST -110 128 19 0.023 0.011 Rnd 0.5 5.5 46.3 0.011 Presize 34 0.7 0.274 0.526 -- -Duct Name: SR -320, Supplies: Seth 3, Fittings: 2 -1, 4 -H, Effective Length: 31.3 Runout 0.0003 4 126 0.001 Up: T -330 128 3.1 0.010 0,002 Rnd 10.7 4.4 20.6 0.003 Presize 11 11.2 0.281 0.619 -- -Duct Name: SR- 330, Supplies:.BR4 /Opt Study, Fittings: 2 -1, 4 -G, 8 -A2, 8 -A2, Effective Length: 95.6 Runout 0.0003 7 161 0.002 Up: ST -310 55 5.4 0.008 0.005 Rnd 2&0 7.7 67.6 0.007 Presize 43 51.3 0.277 0.523 -- -Duct Name: SR -340, Supplies: BR41C3pt Study, Fittings: 2 -1, 4 -G, 8 -A2, 8-A2, Effective Length: 89.4 Runout 0.0003 7 161 0,001 Up: ST -110 55 5.4 0.008 0.006 Rnd 18.5 77 70.9 0.007 Presize 43 319 0278 0.522 -- -Duct Name: SR -350, Supplies: Great Room, Fittings: 2-1,4-H, Effective Length: 44.8 Runout 0.0003 7 206 0.000 Up: ST -260 55 5.4 0.012 0.005 Find 0.7 77 40.2 0.005 Presize 55 1.2 0273 0.527 -- -Duct Name: SR-360, Supplies: Great Room, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 83.8 Runout 0.0003 7 206 0.001 Up: ST -270 55 5.4 0.012 0.009 Rnd 8.7 7.7 75.1 0.010 Presize 55 15.9 0268 0.532 -- -Duct Name: SR -370, Supplies: Great Room, Fittings: 2-1,4-G, 8 -A2, -A2, Effective Length: 92.0 Runout 0.0003 7 206 0.002 Up: ST -290 55 5.4 0.012 0.009 Rnd 15.2 77 76.8 0.011 Presize 55 27.8 0267 0.533 -- -Duct Name: ST -340, Feeds into: Rec Room, Effective Length:. 0.5 Trunk 0.0003 12.9 203 0.000 Up: ST -270 55 14 0.006 0.000 Rect 0.5 10 0.0 0.000 Presize 197 2 0.278 0.522 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A -- -Duct Name: ST -320, F Into: Mechl Storage, Effective Length: 1.8 Trunk 0.0003 18.6 521 0.000 Up: ST -336 55 25 0.022 0.000 Rect 1.8 12 0,0 0.000 Presize 1,085 11.3 0184 O.516 - --Du Name. ST -318, Feeds Into: Mechl Storage, Effective Length: 1.3 Tank 0.0003 18,6 544 0.000 Up: ST -110 55 25 0.024 0.000 Rect 1.3 12 0.0 0.000 Presize 1,134 82 0,285 0.515 --Duct Name: ST -300, Feeds Into. Rec Roam, Effective Length: 3.4 Trunk 0.0003 15.2 353 0.000 Up: ST -280 55 20 0.014 0,000 F Rect 3.4 10 0.0 0.000 Presize 490 17.1 0;278 0.522 -- -Duct Name: ST - 290, Feeds Into: Rec Room, Effective Length: 0.8 G Trunk 0.0003 12.9 389 0.000 Up: ST -360 55 14 0.019 0.000 Rect 0.8 10 0.0 0.000 Presize 378 3,3 0.278 0.522 E -- -Duct Name: ST - 280, Feeds Into: Rec Room, Effective Length: 4.0 Trunk 0.0003 15.2 377 0.001 Up: ST -230 55 20 0.016 0.000 Rect 4.0 10 0.0 0,001 Presize 524 20 0.279 0.521 1 - - -Duct Name: ST - 270, Feeds Into: Rec Roam, Effective Length: 0.5 Trunk 0.0003 12.9 259 0,000 Up: ST -290 55 14 0.009 0.000 Rect 0,5 10 0.0 0.000 Presize 252 2 0278 0.522 ! -- -Duct Name: ST -260, Feeds Int Rec Room, Effective Length: 0.8 Trunk 0.0003 12,9 130 0.000 Up: T -340 55 14 0.003 0.000 Rect 0.8 10 0.0 0.000 Presize 126 3.3 0.278 O »522 -- - Duct Name: ST -230; Feeds Into: Rec Room, Effective Length: 1 .0 Trunk 0.0003 152 397 0,000 Up: ST -220 55 20 0.017 0.000 Rect 1.0 10 0.0 0,000 Presize 551 5 0.280 0:520 Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM .�. ve -- -Duct Name: ST-220, Feeds Into: Rec Room, Effective Length. 1. Trunk 0.0003 15.2 457 0.000 Up. ST -210 55 20 0.022 0.000 Rect 1.2 10 0.0 0.000 Presize 535 5.8 0280 0.520 -- -Duct Name: ST -210, Feeds Into: Rec Roam, Effective Length. 0.$ Trunk 0.0003 15.2 486 0.000 Up. ST -130 55 20 0.025 0.000 Rect 0.8 10 0.0 0.000 Presize 675 4.2 0280 0:520 --- Duct Name: SIVIT -100, Feeds Into: Mechl Storage, Fitting: 1 -H1, Effective Length: 132.8 Trunk 0.0003 15.0 600 0.000 Up. Pan 55 25 0.043 0.056 Rect 0.8 10 131.9 0382 Presize 1,197 4.9 0285 0.515 -- -Duct Name: ST ®110, Feeds Into: Mech/ Storage, Effective Length. 1.3 Trunk 0.0003 18.6 575 0.000 Up. SMT -100 55 25 0.026 0.000 Rect 13 12 0.0 0.000 Presize 1,197 82 0.285 0.515 --- Duct Name: ST -120, Effective Length: 1.7 Trunk 0.0003 12.9 377 0.000 Up. ST -380 55 14 0.018 0.000 Rect 17 10 0.0 0.000 Presize 366 67 0281 0.519 -- -Duct Name: ST -130, Feeds Into: Rec Room, Effective Length: 2.5 Trunk 0.0003 15,2 515 0.001 Up: ST -380 55 20 0.027 0.000 Rect 2.5 10 0.0 0.00 Presize 715 12.5 0.280 0.520 --Duct Name: ST -330, Feeds Into: Mach/ Storage, Effective Length: 1.7 Trunk 0.0003 18.6 524 0.000 Up: ST -310 55 25 0.022 0.000 Rect 1.7 12 0.0 0.000 Presize 1,091 10.3 0.284 0.516 -- -Duct Name: R -380, Supplies: Rec Room, Fittings : 2-1,4-AD, Effective Length: 83.1 , Runout 0.0003 7 273 13.006 Up: ST -370 128 5.4 0.018 0.009 Rnd 31.4 7.7 51.7 0.015 Presize 73 57.6 0263 0.537 Y :\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM -- -Duct Name: ST -350, Feeds Into: Rec Room, Effective Length: 0.8 Trunk 0.0003 12.9 453 0.000 Up: ST -370 55 14 0.026 0.000 Rect 0.8 10 0.0 0.000 Presize 440 33 0.278 0.522 f -- -Duct Name: SR -390, Supplies: Rec Room, Fitting: 4•G, Effective Length: 59.6 Runout 0.0003 7 273 0.005 Up: ST-350 123 5.4 0.018 0.005 Rnd 201.5 7.7 33.1 0.011 Presize 73 48.6 0287 0.533 -- -Duct Name: ST -368, Feeds Into: Rec Room, Effective Length: 8.5` k Trunk 0.0003 12.9 424 0.000 r Up: ST -350 55 14 0,023 0.000 Rect 0.8 10 0.0 0.000 f Presize 412 3.3 0.278 0.522 1 -- -Duct Name: SR -460, Supplies: BR 5, Fittings: 2 -1, 4 -AD, Effective Length: 57.4 Runout 0.0003 6 178 0.002 s Up: ST -300 128 4,7 0.010 0.004 Rnd 16.0 6.6 41.4 0.006 Presize 35 25.1 0.273 0.527 `. _w -Duct Name: ST -370, Feeds Into: Rec Room, Effective Length: 1.6 Trunk 0,0003 15.2 337 0.000 1 Up: ST -300 55 20 0.013 0.000 Rect 1.6 10 0.0 0.000 Presize 468 7.9 0278 0.522 -- -Duct Name: SR -410, Supplies: Bath 4, Fittings; -1, 4 -AD, Effective Length: 30.4 Runout 0.0003 4 69 0.000 I Up: ST -230 128 3.1 0,003 0.001 Rnd 92 4.4 212 0.001 s Presize 6 9.6 0.278 0.522 ; -- -Duct Name: SR -420, Supplies: Mechl Storage, Fittings: -1, 4 -AD, Effective Length: 53.4 Runout 0.0003 5 455 0.010 Up: ST -320 128 ' 3.9 0.067 (1.026 Rnd 15.3 5.5 38.0 0.036 i Presize _ 62 20.1 0.248 0.552 --- Duct Name: T -380, Feeds Into: Rec Room, Effective Length: 8.8 s j Trunk 0.0003 16.9 623 0.003 Up: ST -320 55 25 0.035 0.000 Rect 8.8 10 0.0 0.003 Presize 1,081 51.5 0.281 0.519 Y:\ -\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM -- -Duct Name. SR -100, Supplies. Master BR, Fitting. 4 -G, Effective Length. 32.6 E Runout 0.0003 7 195 0.001 Up. ST -170 55 5.4 0.011 0.003 ; Rnd 5.0 7.7 27.6 0.004 i Presize 52 92 0.273 0.527 -- -Duct aide: SR -iii}, Supplies: Master BR, Fittings: 2.1, 4 -G, Effective Length. 68.8 Runout 0.0003 7 105 0.002 Up: ST -160 55 5.4 0.011 0;.005 { Rnd 18.8 7.7 40.0 0.007 Presize 52 34.5 0271 O) 529 --- Duct Name: SR -120, Supplies: Master BR, Fittings: 2 -1, 4-C Effective Length: 7"5.8 Runout 0.0003 7 195 0.002 Up: ST -180 55 5.4 0.011 0.006 Rnd 13.0 7.7 56.8 0.008 Presize 52 34.8 0.271 0.529 j -- -Duet Name: SIR -130, Supplies. WIC 1, fittings. 2-1,4-H, Effective Length. 30.3 Runout 0.0003 5 183 0.000 Up, ST -170 128 3.9 0.014 0.004 Rnd 2.2 5.5 28.1 0:004 Presize 25 2.8 0.273 0.527 -- -Duct Name: SR -140, Supplies: Master Bath, Fittings: 2-1, 4 -H, Effective Length: 37.1 Runout 0.0003 6 127 0.000 Up: ST -150 128 4.7 0.006 0.002 Rnd 4.8 6.6 322 0.002 Presize 25 7.6 0.276 0.524 -- -Duct Name: SR -150, Supplies. Master Bath, Fittings: 2-1, 4 -H, Effective Length: 45.5 i Runout 0.0003 6 127 0.000 Up: ST -190 128 43 0.006 0.002 Rnd 4.8 6.6 40.6 0;003 Presize 25 7.6 0.277 0.523 -- -Duct Name: SR -160, Supplies: 'WIC 2, Fittings: 2-1,4-G, Effective Length: 39.6 E Runout 0.0003 4 183 0.001 i Up: ST-250 128 31 0.018 0.006 Rnd 6.7 4.4 310 0.007 Presize 16 7 0.272 0.528 --- Duct Name: SR -170, Supplies: BR 2, Fittings: 2-1,4-G, Effective Length: 77.8 Runout 0.0003 7 157 0.001 Up: ST -250 55 5.4 0.007 0.004 Rnd 18.8 7.7 59.0 0.006 Presize 42 34.5 0.274 0.526 I Y:1 ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM -- -Duct Name: SR -180, Supplies: Bath 2, Fittings: -1, 4 -N, Effective Length: 40.8 Runout 0.0003 4 115 0.001 Up: ST -1403 128 3.1 0..008 0.002 Rnd 15.2 4.4 25.7 0.003 Presize 101 15.9 0,277 0.5+23 -- -Duct Name: SR -998, Supplies: BR 3, Fittings: 2-1,4-G, 12 -, 1 -S, Effective Length: 110.7 Runout 0.0003 7 150 0.0032 Up: ST -1301 55 5.4 O.007 0.006 Rnd 29.8 7.7 80.9 0.0308 Presize 40 54.7 0273 03.527 -- -Duct Name: SR-200, Supplies: SIB 3, Fittings: 2 -1, 4 -1°1, 12-S, 12 -S, Effective Length: 96.5 Runout 03.0003 7 1503 0.002 Up: ST -210 55 5.4 0.007 0.005 Find 25.3 7.7 712 01.007 Presize 40 46.4 01273 0.527 -- -Duct Name: SR -210, Supplies. Laundry, Fittings. 2-1,4-G, 8-A2,8-A2, Effective Length: 58.3 Runout 03.01003 4 149 03.002 Up: ST -220 55 3A 0.014 0.005 Find 142 4.4 36.2 0.007 Presize 13 14.8 0.273 0.527 -- -Duct Name: SR -220, Supplies: Library, Fittings: 2 -1, 4•N, 8-A2, Effective Length: 52.7 Runout 0.0003 6 234 0.000 Up: ST -200 55 4.7 0.018 0.009 Rnd O.8 6.6 51.9 0.010 Presize 46 1.3 0270 0.530 -- -Duct Name. SR -230, Supplies: Library, Fittings: 2.1, 4-N, 8MA2, Effective Length. 59.5 Runout 0.0003 6 234 0.001 Up: ST -240 55 4.7 0.018 0.009 Rnd 7.7 6.6 51.9 0.011 Presize 46 12 0269 0.531 Report Units: Pressure. in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F Y:\ ...\Plan 5057..rhv Wednesday, February 12, 2014, 8:08 AM r':\ ...\Plan 50 7.rhv Wednesday, February 12, 2014, 8 :08 AM Total runout outlet airflow. 1,416 Main trunk.. airflow. 1,197 Largest trunk. diameter: 18.6 ST -320 Largest runout diameter. 7 SR -240 Smallest trunk diameter. 6.7 ST -170 1 Smallest runout diameter. 4 SR -320' Supply fan external static pressure. 0.800 Supply fan device pressure losses: 0.325 f Supply fart static pressure available: 0.476 ? Runout maximum cumulative static pressure loss: 0.552 SR -420 Return lass added to supply: 0.133 Total effective length of return { ft.): 405.4 1smt Low Total effective length of supply { ft.). 192.3 SR -420 4 Overall total effective length ( ft.). 597.7 1smt Low to R -420 Design overall friction rate per 1001 ft.: 0..079 (Available SP x 100 / TEL) i System duct surface area (No Scenario): 906,9 System duct surface area (Scenario 2): 283.8 Garage (Linked to duct load) Total system duct surface area: 1190.7 2 } l I i 1 { i S i I 1 1 C { K E 1 r':\ ...\Plan 50 7.rhv Wednesday, February 12, 2014, 8 :08 AM _ - -Duct Name:. RT -140, Feeds From: Kitchen /Nook, Effective Length: 5.5 Trunk 0.0003 12.9 498 0.002 Up. RT -120 75 14 0.029 0.000 Rect 5,5 10 0.0 0.002 Presize 484 22 - 0.050 0:011 -- -Duct Name: Low, Returns From: Entry, Fittings: 6 -13 6-H, 8-133C, Effective Length: 167.6 Runout 0.0003 12.0 352 0.000 Up. RT -160 75 14 0,016 0.026 Rect 0.0 10 167.6 0.026 Presize 342 0 -0.027 0.026 - -- Duct Name: Low, Returns From: Kitchen /Nook, Fittings. -13, 6 -H, 8 -1330, Effective Length. 167.8 Runout 0,0003 12.0 352 0.000 Up. RT -180 75 14 0.016 0.026 Rect 0.2 10 167.6 0.027 Presize 342 0.7 ^0.024 0.027 ®- -Duct Name: R T -1100, Feeds From: 1ech1Storage, Fittings; -HI, 5 -N, Effective Length: 218.2 Trunk 0.0003 18.6 680 0.000 Up. Fan 75 25 0.035 0.076 I Rect O.7 12 218.5 0.076 Presize 1,417 4.1 -0.057 0.133 --- Duct Name. RT -11 , Feeds From. Mech! Storage, Effective Length. 7.0 Trunk 0.0003 18.6 680 0.002 j Up. RMT -100 75 25 0.035 0.000 Rect 7.0 12 0.0 0.002 Presize 1,417 412 -0.055 0.130 -- -Duct Name: RT- 120, Effective Length. 42 Trunk 0.0003 12.0 498 0.001 Up. RT -170 75 14 0.029 0.000 Rect 42 10 0.0 0.001 Presize 484 16.7 -0,052 0.013 -- -Duct Name, RT -130, Feeds From. Rec Room, Effective Length. 2.0 Trunk 0.0003 16.9 197 0.000 Up. RT -170 75 25 0.004 0.000 Rect 2.O 10 0.0 0.000 Presize 342 11.7 , -0.053 0.029 - --Duct Name: RTa160, Feeds From: Mech/ Storage, Effective Length. 3,0 Trunk 0.0003 12.9 352 0.000 Up: RT -230 75 14 0.016 0.000 Rect 3.0 10 0.0 0,000 Presize 342 12 -0.054 0:027 Y:! ...\Plan 5057.rbv Wednesday, February 12, 2014, 8;08 AM -_ -Duct Name: RT-170, Feeds From: Rec Room, Effective Length: 7.5 1 Trunk 0.0003 16,9 476 0.002 Up: RT-230 75 25 0,021 0.000 Rect 7.5 10 0.0 0.002 Presize 826 43.8 -0-053 0.014 1 --- Duct Name: RT-180, Feeds From: Rec Room, Effective Length: 11.5 Trunk 0.0003 12.9 352 0.002 Up: RT-210 75 14 0,016 0,000 Rect 11.5 10 0.0 0.002 Presize 342 46 -0.050 0.027 -- -Duct Name: RT-210, Feeds From: Rec Room, Effective Length: 8.5 Trunk 0.0003 16.9 197 0.000 Up. 75 25 0.004 0.00 Rect 8.5 10 0,0 0.000 Presize 342 49.6 -0.052 0.028 --- Duct Name: RT-220, Feeds From: Mech/ Storage, Effective Length: 4.1 Trunk 0.0003 10 457 0.001 Up: RT-110 75 7.8 0.031 0.000 Rnd 4.1 10.9 0.0 0.001 Presize 249 10.7 -0.053 0.129 -- -Duct Name: RT-230, Feeds From: Mech/ Storage, Effective Length: 1.5 Trunk 0.0003 18.6 561 0.000 Up: RT-1 10 75 25 0.024 0.000 Rect 1,5 12 0.0 0.000 Presize 1,168 92 -0,054 0.016 - --Duct Name: Bsmt Low, Returns From: Mech/ Storage, Fittings: 6-C, 6-G, 8-A2, Effective Length: 175.2 Runout 0.0003 10 457 0.00 0 Up: RT-220 75 7.8 0.031 0.053 Rnd 0.0 10.9 175.2 0.053 Presize 249 0 0,000 0.053 -- -Duct Name: Mstr Ceiling, Returns From: Master BR, Fittings: 6-C, 6-L, Effective Length: 77.9 Runout 0.0003 12 315 0.002 Up: RT-140 75 9.3 0.012 0.008 Rnd 13.2 13.1 64.7 0.010 Presize 247 41.6 -0.040 0.010 --- Duct Name: Hall Ceiling, Returns From: Library, Fittings: 6-C, 6-L, Effective Length: 73.1 Runout 0.0003 12 302 0.001 Up: RT-140 75 9.3 0.012 0.007 Rnd 9.0 13.1 64.1 0.008 Presize 237 28.4 -0,041 0.008 Y 5057.rhv Wednesday, February 12, 2014, 8:08 AM Number of active trunks: 11 Number of active runouts: Total runout outlet airflow: 1,417 Main trunk airflow: 1,417 Largest trunk diameter: 18,8 RMT -100 E Largest runout diameter: 12.9 Low Smallest trunk diameter: 10 RT -220 Smallest runout diameter: 10 BsmtLow Runout maximum cumulative static pressure loss: 0.053 Rmt Low F Return loss added to supply: 0.133 f Total effective length of return ( ft.): 405.4 Rsmt Low System duct surface area (No Scenario): 247. 6 z E System duct surface area (Scenario 1): 70 Attic (Linked to duct load) System duct surface area (Scenario ): 22 Garage (Linked to duct load) Total system duct surface area: 330.5 3 Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM , R6.2 Door: Door -U =.161 41.8 - 46 5 0 148 148 15B15-Ow-9: Wall_ 1194.4 , 4,238 0 74 15B15 -Ow -8. Wall - Basement, , framing with R -15 sill to 225.6 794 0 13 13 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8 floor depth 15B11 -Ow-9: Wall- 74.5 292 0 7 7 Basement R11 -9: Wall- Basement, Custom, R -11 599.9 2,195 0 36 36 Basement wall 12F -Osw. Wall - Frame, R -21 insulation in 2 x 6 stud cavity, 3048.2 13,672 0 2,237 2,237 no board insulation, siding finish, wood studs 1613-38. Roof /Ceiling -Under Attic with Insulation on Attic 1787.2 3,265 0 2,138 2,138 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark fetal, Tar and Gravel or Membrane, R -38 insulation 21 A-32; Floor- Basement, Concrete slab, any thickness, 2 1153 1,591 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32° wide 21 A -32 - Floor- Basement, Concrete slab, any thickness, 321.8 444 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32" wide 0P -30: Floor -Over open crawl space or garage, Passive, 317 766 0 66 R -30 blanket insulation, any cover Subtotals for structure; 38,892 0 19,794 19,794 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork. 5,076 -217 1,744 1,527 Infiltration. Winter CFM. 150, Summer CFM. 150 9,:313 -3,257 2,161 -1,096 Ventilation: Winter CFM. 0, Summer CFM. 0 0 0 0 0 Humidification (Winter) 6.30 gal /days 2,309 0 0 0 AED Excursion: e _ _ M.w.. 0 1 1,988 Total Building Toad Totals. 55,590 - 2,274 28,267 25,983 Total Building Supply CFM: 1,200 CFM Per Square ft.. 0.279 Square ft. of Room Area: 4,298 Square ft, Per Ton: 1,984 Volume (W) of Cond. Space: 42,222 T Total Heating Required Including Tentilation A&,� T o t a l ♦ * 4. 28,267 Btuh 100 % -2,274 Btuh 0 % 28,267 Btuh 2.36 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Y:\ \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM Atrium: Glazing-.31/,33, u-value 0.31, SHGC 0.33 525 11,230 0 15,075 15,075 R6.2 Door: Door-11 =,161 41.8 465 0 148 148 151315-0w-9: Wall- 1194.4 4,238 0 74 74 151315 -Ow -8: Wall-Basement, , framing with R -15 sill to 225.6 794 0 13 13 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth 15B 11 -Ow -9. Wall- 74.5 292 0 7 7 Basement R11 -9: Wall-Basement, Custom, R -11 599.9 2,195 0 36 36 Basement wall 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 3048.2 13,672 0 2,237 2,237 no board insulation, siding finish, wood studs 1613-38: Roof /Ceiling -Under Attic with Insulation on Attic 1787.2 3,205 0 2,138 2,138 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1153 1,591 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32" wide 21 A-32-c: Floor-Basement, Concrete slab, any thickness, 321.8 444 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32' wide 20P-30- Floor-Over open crawl space or garage, Passive, 317 766 0 66 66 R-_30 blanket 'll insulation, "any "cover I Subtotals for structure: 38,892 0 19,794 19,794 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 5,076 -217 1,744 1,527 Infiltration: Winter CFM: 150, Summer CFM. 150 9,313 -3,257 2,161 -1,096 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.30 gal/day: 2,309 0 0 0 AED Excursion: 0 0 1,988 1,988 System 1 Whole House System Load Totals: 55,590 -2,274 28,267 25,993 Rhvac is an ACCA approved IT1anual J and fflanual # computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary, Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. YA ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Cooling i System Type: Standard Air Conditioner Outdoor Model: CAI3NA036 " "'(A,R) Indoor Model: NPV* 1AL* +TDR Tradename: 13 :SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 6395468 Nominal Capacity: 33000 Efficiency: 13 SEER s Heating System Type: Natural Gas Furnace Model: 59SC2R(18021 - -20 Tradenae: Carrier Manufacturer: CARRIER CORPORATION Description:: Natural Gas or Propane Furnace E Capacity: 75000 Efficiency: 92.1 AeUe I i I i i i Y :\ ..,!Plan 5057.rhv Wednesday, February 12, 2014,8:08 AM # Room Length: 928.9 'ft. System Number: Room Width: 1.0 ft. Zone Number: Area: 929.0 sq.ft. Supply Air: t Ceiling sleight: 10.2 ft. Supply Air Changes: Volume: 9,444.0 cu.ft: Req. Vent. Clg: Number of Registers: 2 0 Actual Winter Vent.: SW- Wall - 15815 -Ow -9 7.5 X 10.2 76.5 0.047 Percent of Supply.: 274 0.1 0 Actual Summer Vent.: NW- Wall - 15815 -Ow -9 7.7 X 10.2 78 0.047 Percent of Supply: 279 0.1 0 Actual Winter Infil.: SE -Wall- 15811 -Ow -9 7.3 X 102 74.5 0.051 Actual Summer Infil.: 1 I 0.047 3.6 145 CFM 0.9 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 0.047 CFM 6 CFM SE -Wail- 15815 -Ow -9 10 X 10.2 101.7 0.047 3.6 064 0.1 0 7 SW-Wall- 1 5B I 5-Ow-8 13 X 10.2 116.2 0.047 3.5 410 0.1 0 7 r NW- Wall - 15815 -0w- 10 X 10..2 101.7 0.047 3.6 364 0.1 0 7 SW- Wall - 15815 -Ow -9 7.5 X 10.2 76.5 0.047 3.6 274 0.1 0 5 NW- Wall - 15815 -Ow -9 7.7 X 10.2 78 0.047 3.6 279 0.1 0 5 SE -Wall- 15811 -Ow -9 7.3 X 102 74.5 0.051 3.9 292 O,1 0 7 NE -Wall- 15815 -O -9 31.5 X 320.4 0.047 3.6 1,148 0.1 0 32 10.2 SE -Wall- 15815 -0w -9 17.8 X 1653 0.047 33 552 0.0 0 3 ? 10.2 SW- GIs - Atrium shgc -0.33 O %S 16 0.310 21.4 342 30.8 0 492 SE -GIs- Atrium shgc -0.33 O %S 16 0.310 21.4 342 30.8 0 492 Floor -21 A-32 1 X 928.9 928.9 0.020 1.4 1,282 O.O 0 0 Subtotals for Structure: 6,196 0 1,058 Infil.: Win.: 6.2, Sum.: 6.2 158 2422 383 0.563 -134 89 t Ductwork: 693 82 AED Excursion: 9 Room Totals: 7,272 134 1,321 (:A ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM--, A Calculation Mode: Ntg, & clg. Occurrences: 1 € Room length: 14.3 ft. System Number: 1 E I Room Width: 12.3_ft. Zane Number: 1 Area: 177.8 sg.ft. Supply Air: 35 CFM # Ceiling Height: 10.2 ft. Supply Air Changes: 12 AC/hr Volume: 1,798.9 cu.ft. Reg. Vent. Clg: tt CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 9 % Actual Summer Vent.: 0 CFM Percent of Supply. 9 % Actual Winter Infil.: 2 CFM i k Actual Summer Infil.. 2 CFM Y t SW- Wall -15B15 -taw 9 14.3 X 145.7 01.047 522 t?.1 9 10 i 10.2 NW- Wall - 151315 -0w -8 123 X 109.4 9.947 15 384 0.1 0 s 10.2 NW- CIs- Atrium shgc -0.33 O %S 18 0.310 21.4 342 25.8 0 409 Floor-21A-32 1 X 176.8 176.8 0.020 _ 1.4 244 Subtotals for Structure. 1,492 0 425 Infil. Win.: 1.7, Sum.: 1.7 44 2.419 108 0.570 -7 25 i [ductwork: 188 32 AFD Excursion: Room Totals: 1,788 -37 518 i E I i e:\...\Plan 5057,rhv Wednesday, February 12, 2014, 8:08 AM uaicutation mocie: Htg, & cog, 0 . ... . Occurrences: 1 253 Room Length: 92 'ft. System Number: 1 4 Room 'Width: 5.2 =ft. Zone Number: 1 Area.: 47.0 sq.ft. Supply Air: 6 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.7 AC/hr Volume: 482.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: g CFM Percent of Supply: 0 % 1 Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Floor -21 A -32 1 X 47.4 47.4 0.020 1.4 5 0.0 . 0 . ... . 0 1 Subtotals for Structure: 253 0 4 Infil.: Win.: 0.2, Sum.: 0.2 6 2.377 15 0,634 -5 4 Ductwork: 28 1 f AED Excursion: 1 Room Totals: 296 ......... ......... — 5 ., __.:_- 9 i i E I t { 33 S I s i s 1 1 I Y :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM-, 1, ....._ I . C1 m... oa S ..:... _.. oom ,.. ..�;, ra e vera e L oa 6 t i +ce u re r i Calculation Mode: Ht g. & clg. Occurrences: � Room Length: 321.8 ft. System Number: 1 0.1 Room Width: 1.0 ft. Zone Number: 1 Area: 322.0 sq.ft. Supply Air: - 62 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 1.1 AC/hr Volume: 3,271.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 NE-Wall-Basement R11 -9 6 X Actual Winter Vent.: 0 CM 223 0.1 0 Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM ; SE-Wall-Basement R11 -9 11.3 1203 0.051 Percent of Supply: 0 % c 0 7 X 10.2 Actual Winter Infil.: 3 CM Actual Summer Infil.: 3 CFM r X 10.2 NF- Wall - Basement R11 -9 12.3 125.4 0.051 3.7 459 0.1 0 8 X 10.2 SF- Wall - Basement R11 -9 8,5 X 864 0.051 3.7 316 0.1 0 5 3 10.2 NE-Wall-Basement R11 -9 6 X 61 0.051 3.7 223 0.1 0 4 10.2 SE-Wall-Basement R11 -9 11.3 1203 0.051 3.7 440 0.1 0 7 X 10.2 F Floor -1 A -2 1 X 321.8 321.8 0.020 1,4 444 0.0 0 0 t Subtotals for Structure: 2,639 0 36 Infil.: Win.: 2.8, Sum.: 2.8 72 2.417 174 0.556 -61 40 Ductwork: 296 5 AFD Excursion: _ 6 Room Totals: 3,109 -61 8 i i r 4 EE 3 e:\—\Plan 5057.rhv Wednesday, February 12, 2014,8:08 AM Calculation Mode: Ht, & clg. Occurrences: 1 Room Length: 151.8 ` ft. System Number: 1 Room Width:. 1.0 ft. Zone Number: 1 Area: 152.4 sq.ft. Supply Air: 67 CFM Ceiling Height: 14.2 ft. Supply Air Changes: 2.6 AC /hr Volume; 1,5410 cu.ft.. Req. Vent, Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent... 0 CF Percent of Supply: 0 % Actual Winter Infil.: 11 CF Actual Summer Infil.: 11 CFM 1 SW- Wall- 12F -0sw 15 X 10.2 128.6 O.065 4.5 577 0.7 0 i 94 SE -W all- 12F -0sw 11,8 X 10.2 1143 0,065 4.5 445 0.7 4 81 SW -GIs- Atrium sh e -4:83 O %S 12 4.314 21.4 257 34.8 4 369 SW -Ols- Atrium shgc -0.33 0 %S 12 0.314 21.4 257 34.8 0 369 SE-GIs-Atrium shg -0.33 O %S 1. 4 ., 0.314 21.4 214 3017 0 347 Subtotals for Structure. 1,804 0 1,220 ! Infil.: Win.. 10.6, Sum.: 10.6 273 2.422 661 0.561 -231 153 Ductwork: 254 98 AED Excursion: 111 r Room Totals. 2,720 -231 1,582 Y:\ ... \Plan 5057.rhv Wednesday, February 12,2014,8:08 AM,_ Room Length: 112 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 79.0 sq.ft, Supply Air: 35 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 2.6 AC /hr Volume: 803.0 'cu.ft, Req. Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM s Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 8 CFM Actual Summer Infil.: 8 CFM NE- Wall- 12F -Os 13,2X 10.2 SE- Wall- 12F -Osw 6 X 102 116.1 53 0.065 4.521 0.065 4.5 233 0.7 0.7 0 0 P 39 NE-Door-R6.2 Door 2.7 X 67 17.8 0.161 11.1 198 3.5 0 63 } SE -Cats- Atrium shg -0.33 O%S 8 0.310 21.4 171 30.8 0 246 Subtotals for Structure: 1,128 0 433 Infil.: Win.. 7.6, Sum.. 7.6 195 2.421 472 0.559 -165 109 Ductwork. 168 39 ; AEI Excursion: u e.._.. _ _...,,..._. ., . _.,.... ,.... _,..e.. 44 _.. _. _. . Room Totals: _. ,.. _. a._ 1,768 -165 624 t i ( :1 ... \Plan 50 7.rhv Wednesday, February 12, 2014, 8 :08 AM Room Length: 398.6 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 399.0 sq.ft. Supply Air: 285 CFM Coiling Height: 10.2 ft. Supply Air Changes: 42 AC /hr Volume: 4 „053.0 cu.ft. Req. Mont. Cl: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 19 CFM Actual Summer Infil.: 19 CFM SW- Wall- I 2F -Osw 13 X 10.2 87.2 - 0.065 4.5 391 01 0 64 NW- Wall- 1F -Osw 10.1 X 10.2 38.5 0.065 4.5 173 03 0 ` ' 28 NE- Wall- 12 -Osw 14,8 X 10.2 150.8 0.065 4.5 676 0.7 0 111 SE-Wall-1 2F-Osw 9.9 X 102 703 0.065 4.5 317 01 0 52 SW -GIs- Atrium sgc -0.33 O %S 15 0.310 21.4 321 30.7 0 461 SW -Gis- Atrium shgc -0:33 O %S 15 0310 21.4 321 30.7 0 461 SW -GIs- Atrium shgc -0.33 O %S 15 0.310 21.4 321 30.7 0 461 NW- GIs- Atriurn hgc- 0:33 O °/ %S 64 0310 21.4 1,369 25.6 0 1,636 SE -GIs- Atrium shgc -0.33 O %S 15 0.310 21.4 321 30.7 0 461 i SE- GIs - Atrium shgc -0.33 O %S 15 0310 21,4 321 30.7 0 461 UP -Ceil- 1613- 38 128.3 X 1 128.3 0,026 1.8 230 1.2 0 153 Subtotals for Structure: 4,761 0 4,349 Infil.: Win.: 19.0, Sum.: 19.0 486 2.421 1,177 0,561 -412 273 .ductwork: 625 414 AED Excursion: 4 Equipment: "_ . _ �._ . 111 _ __ _ _ _ _ _ . _ �. �__ ., 0 1 _" -11 11 1­111 Room Totals. 6,563 -412 6,708 s g 3 1 Y:\ ... \Plan 50 7,rhv Wednesday, February 12 2014,8:08 AM Room Length: 526.9 ft. System Number:. 1 Room Width: 1.0 ft. Zone Dumber: 1 Area: 527.0 sg,ft: Supply Air: 156 CM Ceiling Height :: 10.2 ft. Supply Air Changes: 1.9 AC/hr Volume: 5,357.0 cu.ft. Reef. Vent. CIg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply; 0 % Actual Winter Infil.: 23 CFM Actual Summer Infil.: 23 CFM SW- Wall- 1F -Osw 21.8 X 10.2 NW- Wall- 12F -Osw 25.3 X 10.2 162 242.6 0.065 0.065 4.5 727 4.5 1,088 0.7 0.7 O 0 119 176 SF- Wall- 12F -Oswr 7.5 X 10.2 763 0.065 4.5 342 0.7 0 56 NE-Wall-I 2F-Osw 3.5 X 10.2 35.4 0.065 4.5 159 0.7 0 26 SW -GIs- Atrium hgc -0.33 O %S 15 0.310 21.4 321 30.7 0 461 SW -GIs- Atrium shgc -0.33 O %S 15 0.310 21.4 321 301 0 461 SW- GIs - Atrium shgc- 0:33 O %S 30 0.310 21.4 642 30.7 0 922 N -Gls- Atrium hgc -0. 3 O %S 1 0.310 21.4 321 25.6 3184 Subtotals for Structure: 3,921 0 2,607 Infil.. Win.: 23.1, Sum.: 2:3.1 591 2.420 1,431 0.561 ^501 332 Ductwork: 564 242 AED Excursion; 275 Peopl People: 200 Iatlper, 230 se r: e: 2 .... , . . ... .. _ _ _ .. w_ _..., e ...... .. _ . _. 400 460 Room Totals. 5,916 °101 3,916 .._.. a_ _,__..., _....,. ,.,....,., .,.,. .......,, ...w�.... Y:0 ... \Plan 5057.rhv _..__._._...,. . __... ._.... ..., Wednesday, February 12, 2014, 8:08 AM Y.t ...\Plan 5057.rhv Wednesday, February 12 2014, 8.08 AM N .'c1C Pi� € cr Lo Procedy r _w € Calculation Mode.. Htg. & clg. Occurrences. 1 Room Length: 8.5 ft. System Number. 1 Room Width. 5.7 ft. Zone Number: 1 Area. 48.0 sq.ft. Supply Air. 11 CFM f Ceiling Height: 10.2 ft. Supply Air Changes. 1.3 AC/hr { Volume. 490.0 cu.ft. Req. Vent. Clg. 0 CFM t Number of Registers. 1 Actual Winter Vent.. 0 CFM Percent of Supply.: 0 % Actual Summer Vent.. 0 CFM Percent of Supply. 0 % Actual Winter Infil.. 2 CFM Actual Summer Infil.. 2 CFM i i 3t NW- Wall- 12F -Osw 57 X 10.2 57.7 0.065 4.5 259 0.7 0 42 i UP- Cell- 16R -38 482 X 1 48.E _ _ 0.026 . 1.6 _ _ 66 _ ._ 1.2 __ . 0 . _ 66 Subtotals for Structure: 345 0 100 � Infil.. Win.: 2.3, Sum.: 2.3 58 2.428 140 0.555 -49 32 Ductwork: 51 9 AED Excursion: 1 Room Totals: I 536 49 152 } I l i j E l 1 I d 4 i }} i 3 Y.t ...\Plan 5057.rhv Wednesday, February 12 2014, 8.08 AM N Room Length: 178.8 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 179.0 sq.ft. Supply Air: 87 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 2.9 AC /hr Volume: 1,818.0 cu.ft. Req. Vent. Clg: 0 CF Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CM Percent of Supply: 0 % Actual Winter Infil.: 14 CF j Actual Summer Infl.; 14 CFM } NW- Wall- 12F -Osw 14.5 X 10.2 NF- Wall- 12F -Osw 12.3 X 10.2 132.5 105.4 0.085 0.065 4.5 594 4..5 473 0.7 07 0 0 97 g 77 SF- Wall -12F -O w 8.5 X 10.2 86.1 0.065 4.5 386 0.7 0 63 NW -Gls ®Atrium shgc -0.33 O %S 15 0.310 21.4 321 25.6 0 384 NF-is- Atrium shgc -0.33 O %S 20 0.310 21.4 428 25.6 0 511 t.1P -Ceil- 1613-8 178.8 X 1 178,8 0.026 1.8 321 12 0 214 Subtotals for Structure. 2,523 0 1,346 Infil.. Win.: 14.0, Sum.. 14.0 359 2.421 869 0.563 -304 202 Ductwork. 357 126 AFD Excursion. 144 People. 200 lat /per, 230 sen /per: 1 .... .... .......... .. ..... ._....... ...... 200 230 Room Totals: 3,749 -104 2,048 Y.\ ..e \Plan 5057,rhv Wednesday, February 12, 2014, 8 :08 AM 91.7 ft. System Number: 1.0 -ft. Zone Number: 92.0 sq.ft. Supply Air: 10.2 ft. Supply Air Changes: 932.0 cu.ft. Req. Vert. Cl: 1 0 Actual Winter Vent.: 1.2 CFM Percent of Supply.: CFM Actual Summer Vent.: 1,117 Percent of Supply: 301 1nfil.: Win.: 7.0, Sum.: 7.0 Actual Winter Infil.: 2.421 435 Actual Summer Infil.: 1 113.7 1 532 4 CFM 2.2 AC/hr 24 F 0 CFM 0 % 0 CFM 0 % 1.2 CFM 7 CFM SE-Wall-12F-Osw 11.7 X 10.2 113.7 0.060 4.5 532 0.7 0 87 NE- boor -R6.2 Door 3 X 8 24 0.161 11.1 267 3.5 0 85 if P -Ceil- 1613-38 85 X 1 85 0,026 1.8 152 1.2 0 102 Subtotals for Structure. 1,117 0 301 1nfil.: Win.: 7.0, Sum.: 7.0 160 2.421 435 0.562 -152 101 [ductwork: 163 29 j AED Excursion: 33 Room Totals: 1,715 -152 463 Y :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM-,, ° -gip Calculation Mode: Htg. & c1g. Occurrences 1 r Room Length: 275.6 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 276.0 sq.ft. Supply Air: 155 CFM Ceiling Height; 9.1 ft. Supply Air Changes: 17 AC/hr Volume. 2,503.0 cu.ft. Req. Vent. Clg. 0 CF Number of Registers. 3 Actual Winter Vent.. 0 CFM Percent of Supply.. 0 % Actual Summer Vent.. 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 12 CFM Actual Summer Infil.: 12 CFM 2 S -Wall 12F -Os 15.5 3.1 SE-Wall-12F-Osw 17 X 9.1 00.7 129.4 0.065 0.065 4.5 4C 4.5 560 0.7 0.7 O 0 t 6' 95 SW- GIs- Atrium shgc -0:33 O %S 15 0.010 21.4 321 30.7 0 461 SW -CPIs- Atrium shgc -0.30 O %S 15 0.310 21.4 321 30.7 0 461 SW -GIs- Atrium shgc -0.33 O %S 20 0.310 21.A 428 30.6 0 615 SF -CPIs- Atrium shgc -0.33 O %S 12.5 0,310 21.4 267 30.7 0 384 S- CIs- Atrium shgc -0.33 O %S 12.5 0.310 21.4 267 301 0 384 U -Ceil- 1 613- 38 275.6 X 1 275.6 0.0261 1.8 494 1.2 0 330 Subtotals for Structure. 3,085 0 2,797 Infil.. Win.. 11.5, Sum.. 11:5 295 2.420 714 0.563 -250 166 Ductwork: 400 227 I AFD Excursion. 259 I People. 200 lat/per, 230 senlper. _ 1 200 230 Room Totals. 4,199 -50 3,679 3 7 i d j k P Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Room Length: 180.9 ft. System dumber: 1 Room Width: 1.0 ft. Zone lumber: 1 Area: 181.0 sq.ft, Supply Air: 42 CFM Ceiling Height. 9A ft. Supply Air Changes: 1.5 AC/hr Volume. 1,644.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply,: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % r Actual Winter Infil.: 5 CFM t Actual Summer Infil.: 5 CFM f S SW- Wall- 12F -Osw 18.8 70 9.1 SW- Cis - Atrium s gc-0. 3 O %S 109.6 16 0.065 4.5 401 0.7 03.810 21.4 342 80.8 0 0 80 492 UP- Cell -16 3- 8 180.9 X 1 1803.9 0.026 1.8 _ . 325 1 . 2 0 _ 2 1 6 Subtotals for Structure: 1,158 0 788 Infil.: Win.: 4.9, Sum.: 4.9 126 2.421 304 0.557 -106 70 Ductwork: 154 61 AED Excursion: _ 70 Room Totals: 1,616 -106 989 1... \Plan 5O57.rhv Wednesday, February 12 2014, 8:08 AM Room Length: 5.3 ft. System plumber. Room Width. 13.3 ft. Zone Number. Area.. 71.0 sq.ft. Supply Air: Ceiling Height: 9.1 ft. Supply Air Changes. Volume:- 645.0 cu.ft. Req. Vent, Clg. Number of Registers. 1 41 Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.. Percent of supply: Actual Winter lnfil.: Actual Summer lnfil.: UP -Cell- 1613-38 71.1 X 1 71 A 0.026 1,8 128 1. 0 ,_ _ 5 10 CFM 1.0 AC/hr 0 CFM 0 CFM 0 % 0 CFM x 0 % i 2 CFM 2 CFM # UP -Cell- 1613-38 71.1 X 1 71 A 0.026 1,8 128 1. 0 ,_ _ 5 Subtotals for Structure: 345 0 121 lnfil.: Win.: 1.9, Sum.: 1.9 48 2.418 117 0.558 -41 27 Ductwork: 49 11 AFD Excursion: 1 .2 1 Room "Totals: 511 41 171 i 4 F l a 1 i l i i (:\ ...\Plan 5057.rhv Wednesday, February 12,2014,8:08 AM �Mf • '" ME RREM tg. & clg. 112.6 Occurrences: 1 505 191.3 ft. System Number: 1 20 1.0 ft. Zone Number: 1 0 191.0 sq.ft. Supply Air: 80 CFM 9.1 ft. Supply Air Changes: 2.8 AC/hr 1,738.0 cu.ft. Req. Vent. Clg: 0 CFM 2 229 Actual Winter Vent.: 0 CFM 2,018 Percent of Supply.: 0 % s Infil.: Win.: 10.2, Sum.: 10.2 260 Actual Summer Vent.: 0 CFM 0.561 -220 Percent of Supply: 0 % Actual Winter Infil.: 10 CFM 117 AED Excursion: Actual Summer Infil.: 10 CFM W- Wall- 12F -Osw 13.5 X 9.1 112.6 0.065 4.5 505 0.7 0 83 SW- Gls- Atrium shgc- 0.33 O %S 20 0.310 21.4 428 30,8 0 615 ! NW- GIs - Atrium shgc -0.33 O %S 10 0.310 21.4 214 25,6 0 256 UP- Cell - 168 -38 191.3 X 1 . _ _ _. 191.3 _ _ �. 343 �......v. _ . 1.2 �_.. 0 _.._ .._ 229 Subtotals for Structure: 2,018 0 1,269 f Infil.: Win.: 10.2, Sum.: 10.2 260 2.420 630 0.561 -220 146 {ductwork: 279 117 AED Excursion: 133 People: 2Q0 latlper, 230, senlper: 1 _ 200 200 , Room Totals: 2,927 20 1,895 t 7 3 s ( l E s Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM .... Room length: 61.4 ft. System Number: UP -Ceil- 1613-38 51.4 X . w 51.4 0.026 1.8 110 1.2 Room Width: 1.0 ft. Zone Number: 1 249 Area: 61.0 sq.ft. Supply Air. 13 CFM Ceiling Height: 9.1 fit. Supply Air Changes. 1.4 AC/hr Volume: 558.0 'cu.ft. Req. Vent. lg: 0 CFM Number of Registers: 1 Actual Winter pent.: 0 CFM i Percent of Supply.: 0 % Actual Summer Vent.: 0 CF } Percent of Supply: 0 % Actual Winter lnfil.: 1 CFM } Actual Summer lnfil.: 1 CFM NW -t ls- Atrium shg -0.33 O %S 6 0.310 21.4 128 25.5 0 153 UP -Ceil- 1613-38 51.4 X . w 51.4 0.026 1.8 110 1.2 0 73 1 Subtotals for Structure: 381 0 249 lnfil.: Win.: 1.5, Sum.: 1.5 38 2.430 92 0.555 -32 21 Ductwork: 50 19 AED Excursion: 22 Room Totals: 523 -32 311 l s e:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM 269.2 ft. System Number: 1 421 1.0 ft. Zone Number: 1 10.4 269,0 sq:ft. Supply Air: 93 CFM 9.1 ft. Supply Air Changes: 2.3 AC/hr 2,445.0 cu.ft: Req. Vent. Clg: 0 CF 2 0.310 Actual Winter Vent.: 0 CFM ! 0 230 Percent of Supply.: 0 % 21.4 128 Actual Summer Vent.: 0 CFM NF -GIs- Atrium shgc -0.33 O °IBS 6 Percent of Supply: 0 °! 25.5 0 Actual Winter lnfil.: 11 CFM } 0310 21.4 Actual Summer lnfil.: 11 CFM NF- Wall- 12F -Osw 11.7'X 9.1 94 0.065 4.5 421 0.7 0 69 N- Wall -12F -O 1.1 X 9.1 10.4 0.065 4.5 46 07 0 6 N - Wall- 12F -Osw 10.7;X 9.1 78.9 0.065 4.5 354 0.7 0 58 NW -Cls- Atrium shgc -0.33 O %S 9 0.310 21.4 193 25.6 0 230 NF -GIs- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 NF -GIs- Atrium shgc -0.33 O °IBS 6 0.310 21.4 128 25.5 0 153 NF -Cis- Atrium shgc -0.33 O %S 6 0310 21.4 128 25.5 0 153 NF -GIs- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 NF -Cis- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 3 153 UP-eil- 1613-38 269.2 X 1 2692 0 »026 1.8 483 1.2 0 322 Floor- 20P -30 1 X 35.3 35.,3 0.035 2.4 85 0.2 0 7 Subtotals for Structure: 2,501 0 1,505 lnfil.: Win.: 11.1, Sum.: 11.1 284 2.420 688 0.563 -241 160 Ductwork: 336 135 AED Excursion: 154 People: 200 [at/per, 230 senlper: 1 200 230 I Room Totals. 3,525 -41 2,183 , Y:\...\Plan 5057.rhv Wednesday, February 12, 2014 8 :08 AM a..,w Room Length: 188.6 ft. System Number: 595 0.7 Room Width: 1 .0 ft. Zone Number: 1 4.5 Area: 189.0 sq.ft. Supply Air. 51 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.8 AC/hr Volume: 1,7110 'cu,ft. Req. Vent. Gig: O CFM Number of Registers: 2 UP- Ceil- 1613 -38 188.6 X 1 Actual Winter Vent.: 0 CFM 338 1.2 0 Percent of Supply.: 01 % O 035 - �e _ . 2.4 434 Actual Summer Vent.: 0 CFM i Subtotals for Structure. Percent of Supply:. 0 % 0" 747 j infil.: Win.: 7.2, Sum.: 7.2 Actual Winter infil.: 7 CFM 447 0.563 -156 Actual Summer infil.: 7 CM NE- Wall- 12F -Osw 16.2 X" .1 132.8 0.065 4.5 595 0.7 0 98 SE-Wall- 1 2F-Osw 2.2 X 9.1 19.5 0,065 4.5 88 0.7 0 14 ? -Gis- Atrium shgc- 0.33 O IBS 7 0.310 21.4 150 25.5 0 179 x NE -GIs- Atrium shgc- 0.33'O% 7 0.310 21.4 150 25.6 0 179 UP- Ceil- 1613 -38 188.6 X 1 188.6 0.025 1.8 338 1.2 0 225 i Floor-20P-30 1 X 179.7 _ _ 1 79.7 O 035 - �e _ . 2.4 434 . �. . . _.w 0 , : _ 38 Subtotals for Structure. 1,838 0" 747 j infil.: Win.: 7.2, Sum.: 7.2 185 2.421 447 0.563 -156 1014 Ductwork: 241 61 AED Excursion: _ .... _ ., ._ .. __. __ - . . .. _ _ i Room Totals: 2,526 -156 980 i i € t i i i I 7 i Y:\ ...\Plan 5O57.rhv Wednesday, February 12, 2014,8:08 AM Room Length: 5.3 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 Area: 51.0 sq.ft. Supply Air: 25 CFM Ceiling Height: 9A ft. Supply Air Changes. 3.3 AC/hr Volume: 460.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM NE- Wall- 12F -0sw 5.3 X 9,1 48.4 0.065 4.5 217 0.7 0 36 SE- Wall- 12F -0sw 9.5 X 9.1 86.3 0.065 4.5 387 0.7 0 6 UP- Cell - 1613- 8 50,7 X 1 50.7 0.026 1,8 91 1.2 0 61 Floor- 20P -30 1 X 49.5 11 11 49.5 0.035 2.4 120 0.2 0 10 Subtotals for Structure. 815 0 170 E Infil.: Win.: 5.3, Sum..: 5.3 135 2.421 326 0.564 -114 76 (ductwork: 120 17 AED Excursion: 2Cf Room Totals: 1,261 -114 283 ? Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM—m" Room Length: 6.0 ft. System Number: 1 0 Room Width. 9.7 .ft. Zone Number: 1 1.2 Area: 58.0 sq.ft. Supply Air: 16 CFM t Ceiling Height: 9.1 ft. Supply Air Changes: 1.8 AC /hr Volume: 527.0 cu.ft. Re. Vent. Clg: 0 CFM Number of Registers: 1 0.569 Actual Winter Vent.: 0 CFM 75 Percent of Supply.: 0 % AFD Excursion: Actual Summer Vent.: 0 CFM 24 Room Totals: Percent of Supply: 0 % -46 346 Actual Winter Infil.: 2 CFM Actual Summer Infil.: 2 CFM NE-Cis-Atrium shgcp0. 3 0 %S 6 0.310 21.4 128 25.5 0 153 UP- Ceii- 16B -38 58 X 1 58 0.026 1.8 104 1.2 0 69 r Floor- 20P -30 1 X 52.5 52.5 0.035 2.4 127 02 0 11 Subtotals for Structure: 576 0 269 Infil.: Win.: 2.1, Sum.: 2.1 54 2.423 132 0.569 -46 31 Ductwork: 75 21 AFD Excursion: 24 Room Totals: 783 -46 346 e:0 ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM on East 1,521 27,349 -2,273 2.28 90 0 Southeast 1,469 26,421 1 Rec Room *145 145 145 145 145 145 145 145 7,7 2 BR 5 35 35 35 *37 35 35 35 37 6 3 Bath 4 *6 6 6 6 6 6 6 6 4 4 ch/ Storage *62 62 62 62 62 62 62 62 5 Project Rm 88 *89 77 58 71 78 79 67 6,6 6 Mud Room *35 35 35 35 35 35 35 35 6 7 Kitchen /Nook *373 309 347 348 344 299 357 365 7,7,7,7 8 Great Room 218 *227 192 144 189 215 207 168 7,7,7 9 Rath 3 *11 11 11 11 11 11 11 11 4 10 BR4 /Opt Study 114 115 117 107 *117 112 110 99 7,7 11 Entry *34 34 34 34 34 34 34 34 5 12 Master BR *205 204 182 142 167 178 182 161 7 13 BR 2 55 *61 48 33 46 56 51 39 7 14 Bath 2 *10 10 10 10 10 10 10 10 4 15 BR 3 *105 104 96 82 95 100 101 90 7,7 16 Laundry 17 12 17 *20 18 13 18 20 4 17 Library 121 *135 127 106 125 128 116 94 6,6 18 Master Bath 55 *65 57 51 55 60 51 51 6,6 19 WIC 1 *25 25 25 25 25 25 25 25 5 0 WIC 2 19 *4 21 16 20 22 18 16 4 * Indicates highest CFM of all rotations, 45° East 1,521 27,349 -2,273 2.28 90 0 Southeast 1,469 26,421 -2,273 220 135 South 1,290 23,192 -2,273 1.93 180 Southwest 1,428 25,677 -2,273 2.14 225 West 1 25,529 -2,273 2.13 270 Northwest 1,474 26,507 -2,273 2.21 315 North 1,349 24,264 _2,273 2.02 Y:l ... \Plan 50 7.rhv Wednesday, February 12, 2014, 8:08 AM a � � a •• 1 • `! W W i"°M • " # ! • • • Building Net Tonnage i 3 F 1 1 I E Y:1 ... \Plan 5057.rhv Wednesday, February 12, 2114; 8:08 A Sam gam 10 am 11 am 12 pm 1 pm 2pm 3pm 4pm 5pm 6pm 7prn Time of Day t Front door faces Northeast m° Frontdoorfaces East �~~ Front door faces Southeast Frontdoorfaces South Frontdoorfaces Southwest Front door faces West Front door faces Northwest Front door faces North 3 I 1 .,. ... (:\ \Plan 5057.rhv Wednesday, February 12, 2114, 8:08 AM . . ; dy » «yy2\d?\yj ... . .. \ \\ . \d� n .rte \:�� ?\ \/ �\ 2 % & cr) \CL \m 0 . -411 - \� \ 0 0 a -a - (D 2 < 5- � . % & OD . -411 CL > C- o • "n CL 0 - 0 CL C E m Ci < 3 (D (D 0 A (D w * cr R CL CD X 0 Ol > C- o • 0 - 0 < 3 (D (D 0 A (D w * cr R CD X 00 z 0 ;z =r C— 0 > 0 0 ca , n c ( 10) CL CL (D - A) 1 CD 0 i Now• -4VA Q) CL UD ED , A) I 0 i CD z 0 ;z =r C— 0 > 0 0 ca z (D I�t < (D (D cr CD 0 i Q) CL I I • • t- o co n K n CD x 'ca 41 0 n CD W 0 , n ca I�t • CD 0 i Q) CL ED CD . . . .... ... . . - ........... .. . ... Cq 14 0— .... ..... ..... . I I • • t- o co n K n CD x 'ca 41 0 n CD W 0 , n i W ca I�t • CD 0 i ED CD . . . .... ... . . - ........... .. . ... Cq 14 0— .... ..... ..... . ----------- a CD 0 Q. m 0 0 CL co co . .. .. ........ co . ..... . P CD i W • CD CD . . . .... ... . . - ........... .. . ... Cq 14 ----------- a CD 0 m 0 0 . .. .. ........ co . ..... . P CD n IR VI cn 0 n 0 • • mm \\\ 'I'vo\ 8 rn 0 M L4 c MM .;, x.. x �. s to LA d !� • wr „T13A . * ,. W M mm \\\ 'I'vo\ 8 rn 0 M L4 c MM .;, x.. x �. s to LA d !� • wr mm \\\ 'I'vo\ 8 rn 0 M L4 c 8 lc L --, • +► "r > to LA d !� • wr 8 lc L --, • +► "r > to LA d !� City of W3.6atR I d C ,,,�g COMMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 301235,2857 March 20, 2014 OFFICIAL ADDRESS NOTIFICA Z2IR!EAjMNMP CODE CORRECTION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Standard PaciFic of Colorado Inc. A Delaware Ca ration OLD ADDRESS: None '90 abor Cr. Wheat Ri d e Co '0033 '0 NEW ADDRESS: 3 "0 't'ab � or Ct. 80033 Block 1_ Lo t25 3870 ab I or Ct. 80033 033 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 80033 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 Block 1 -Lor 6 3801 Taft Ct. Wheat Rtd e C{ 3 3830 T abor Ct. Tab block l _ I of 3819 `Taft Ct, Wheat I2id e CC) 3 Black 1 Lor 9 3829 Taff Ct. Wheat Rzd CC 3 Black t -Lot 10 3839 "Taft Ct. Wear Rid e CC? 33 Stock l _Lot 11 384 Tafr Ct. Wheat Rid e C) 33 Black 1 -Lor 12 38E9 Tafil Ct. Wheat laid >e C( 33 33 Block I Lot t4 3889 Taft Ct. Wheat Rid e CCU 33 'oc "o' '90 abor Cr. Wheat Ri d e Co '0033 '0 Block I - Lot 4 3 "0 't'ab � or Ct. W heat: e R id 80033 Block 1_ Lo t25 3870 ab I or Ct. Wheat Ri e 0 80033 C B l ack 1 Lot 26 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 S to c k Lot .1 1 7 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 384 Ta b 0 or Ct' t R ea 80 0 0033 d e �Q� : Mac k 2 I -ot 9 3830 T abor Ct. Tab i Co hea R �e 33 �( 8 � �ock I Lot 30 38 0 or Ct Wheat Co e R id 80�033 3 Black 2 - Ilot 3 383E `Taft Ct. Wheat. Rid e CCU 80033 Black 2 - Lat 4 3848 Taft Ct. Wheat Rid e fC} 3 3 33 WWWA-Wheatridgexo.us I 1] IM1 4 JIM I I I 101 (Block l,ot 1 2 3871 Tabor Q. Wheat Rid (Block 2 – Lot 13) 3861 Tabor Ct.,Wheat Ridge, co 8o033 Block 2 -• -Lot 14 3851 Taber Ct. Wheat Rid e CC) 80033 (Block 2 -.- Lot 15113841 Tabor Ct,,Wheat Ridg cO 80033 fRIA01- I – T tit I Al 'A R I I 'rnl nr Of 1X71-4 DA,.- f^t onlill SUIRDIVISION: Doud Overlook Subdivision aka Fireside at Youn field Subdivision LOT(S): KEY: SECTION: — JEFFERSON COUNTY RECEPTION #: 2013143668 9mmmusm NOTES: This is a courtesy notification, AUTHORIZED BY. DATE: JUL-11timu NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: R69W 601 ALUM. PPE W/ 3 -1/4 GRASS CAR EO STAMP LS 13212' N RANK 8O% PONT 14109 N-708326.7466 E- 1025512566 T35, P.2' I I I I 1 I i I I I I I� i� 1 I, M la IY� IW I I LOT 11 3819 0710 38M P p TV s s O 11858 11842 11828 NEST 39TH PLACE 0 2 1871 11851 RP 11831 G 2 11811 • 0 0 o s 398 H.O.A. C 3881 LOT 7 LOT 12 3884 3871 LOT 6 LANDSCAPING 3872 LOT 13 3881 LOT 5 C 3550 LOT 14 I 3851 3821 LOT 4 3848 LOT 15 3841 LOT 3 3836 1 <\ 1 0 LOT 22 11810 TRACT 8 E. 1/4 CORO" SEC. 20 T35, R69W 6TH P.Y. S AIW. i'Pf W/ 3 !BASS CAP l STAIIREEI ,313=13- N RAHOE E01 05310 ADDRESS PLAT PONT 14209 11212' N 9 RA" 0.1 a•0 DOUD OVERLOOK SUBDIVISION FILING NO. 2 BEING A REPLAT OF A PORTION OF DOUD OVERLOOK SUBDIVISION, --� LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE WEST HALF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, `s TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 48 LOTS, 5 TRACTS & PUBLIC R.O.W. — 14.872 ACRES I 1 r 1 LOT 23 3890 1 rI �1 I TRACT USE I A 1 HO.A LOT 16 3831 1 H.O.A. C t UTUTE3 LOT if D UTRITES DRAINAGE k EYEROENCY ACCESS LOT 2 E LANDSCAPING N.O.A. TRACT C 3889.5 LOT 14 C 3m I 3824 3821 LOT 24 3880 h LOT 25 3870 M I LOT 26 3880 LOT 27 3850 LOT 28 3840 LOT 29 3830 1 * I LOT 17 - - - - * I j I 1 3812 11831 O M LOT 8 LOT 1 _ LOT 30 MI 3819 O 11871 3820 1 C I y8T11 PU►_�� POINT a T LS ,ea7 _r LOT 7 w -' TW •1RACT 0 LOT 31 + Lr 11820 t — 'a UN v K I? 3610 BRASS CAP y1p 11880 c r�oR7risioo 1331:• N RANK NI2 I 11890 11880 1 N- 7056727126 E- 1025618715 I 3801 W N O 3800.5 1RACT SE 1/4 SEC. 20� CAP 1 0 of ��` `� 1M►Tf �— _—J DD05TM0 \ I I2' LIB I N I I 1 I I IR TRACT USE TABLE TRACT USE OWNER A LANDSCAPING HO.A 8 DETEMI110H POND k VTMUTES H.O.A. C t UTUTE3 H.O.A. D UTRITES DRAINAGE k EYEROENCY ACCESS H.O.A. E LANDSCAPING N.O.A. 1 N N.O.A. -HOME OWNERS ASSOCIATION 1� I I I IEOE10 1 Nlocx ,RrLR SICWaR COINER R4W. RMT -OF -MY "ammy Lm LOT LINE 0057N0 PLATS rz:71cm uw ROAD O911ER Lm I x I 1 -4 POINT Of OMSV ICDIENT BE CORRNf SEC 20 TM. RRf 6TH P.Y. AWL PPE W/ 3-1/4 BRASS CAP STATED. %S 13512' N RANK BOX PONT ism — — N-705701.5458 E.1052301675 I I— 'SCALE: 1" - 60' CPI Vry.AL tPAOM: _:..LI DEVELOPER ENGINEER \SURVEYOR rlr`■rsn.�6 *"DAIQDPACtfjcHomjs CA RROLL& LA NGE- MA N HARD •/•RV6,Nro anLelA1►a aoYRWPn V A .P. a •et1`..- ��ira: �WriWR.i...�ow1• LOT 16 i LOT 17 11874 ' 1182'0 LOT 16 { I 3901 I 11900 I I LOT 15 V 3899 1 1 I TRACT C 3889.5 LOT 14 1 I 3WO I f LOT 13 j 3879 LOT 12 i � � "� d 3889 I