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Home My WebLink About3829 Taft Court30q Wr_ 64 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occu a /T e __ W.�. 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 tials Comments Ini Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter uti rvui your i.nnr_rPrp v riinr I n unno-nunii r IT I nn nhwn ii�__.,..f:.... e. Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing 1•>\'l•la iv/ata I If Ia 9019019 IS If 1K0lM1.1ara'J// I fiA7Y-181Vlreld'41111 J mi Val AIN rl TJ.ITGI NMI 2M�.T.7A S717T_7 RT_7�T7T9-'!T� Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof -I 2-1 'Z I P 141 - n C 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 _ T Ti� 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. •••V V....." � — ulu. ivuy�I I10Pal.UUI1D GIC W1I1P1CIeU Ilulll It ie rlre uistrici ana electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A City of Wheat Ridge Residential Roofing PERMIT -201704628 PERMIT NO: 201704628 ISSUED: 07/24/2017 JOB [ADDRESS: 3829 Taft CT EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with ROOF DECKING - 41 sq. *** CONTACTS *** OWNER (303)931-2534 LUELLEN AMANDA 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: 24,300.00 FEES Total Valuation 0.00 Use Tax 510.30 Permit Fee 442.05 ** TOTAL ** 952.35 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. The City of Wheat Ridge Third Party rorm Check List 1pi hm+ 12-, -f (0 50037., pl-Operty Address 1 Permit NuMber IN L41 Pqrmit lesued 00tQ1 Property Owner InformatI011 propo_r heAf ,ty Owqe,,r Address LqMcLor laformatign inspection Company Inspector Name inspector Contact info. over, All roofs hearby ov of t Ridge Buiding Dept. that are un the building has been inspected 10 I hearby a and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 let aes C, os as all r, I s and Procedure and Manufacture ity of Wheat Ridge polio ond specifICAtiOns. Date'. M nt referenced above and I give I hearby a perform my roof inspection my consent 'ion. in iieu of theDate: Propery Ow,110 Agent' This original document and pe it card, as well as the roofing check list, must be submitted tc the Chief Building official within seven days of the final inspection. Drop off in person l3 p(,,rmjt counter 2nd floor 7500 M 29th Ave Wheat Ridge CO 60033 • 3 S3, 0 Draft Date: 7/26/17 Ile 0 Please add note to reverse side Amanda , , Pic k -y Luzl1, (Jon) The City of Wheat Ridge Inspection Check List notes 1 Final Roof ��i� `1 0 0 I l �4D Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A N1 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 N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A N 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 "R 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 1� 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 14 N/A ❑ Pass ❑ Fail Above roof insulation R-25 M N/A ❑ Pass ❑ Fail Below roof residential R-38 14N/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 Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes Final Roof Notes Mark Benjamin PE PHI -D&E Inc. dba Crown Jade (com) Design and Engineering PO 17, Ft. Collins CO 80522 970-472-2394 D0 LIEF ; `I �p�Pooseeaoa�U�.! 38300 S/ONRI, The City of Wheat Ridge v\ G ��' Inspection Check List notes Mid -Roof 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 Efl Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A f4 Pass ❑ Fail Verify vent caps ❑ N/A J 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 Z 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 bi Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 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 -DBE Inc. dba Crown Jade (.com) Design and Engineering PO 17, Ft. Collins CO 80512 970-472-2394 w 41 CITY OF WHEAT RIDGE ' Building Inspection Divisio / (303) 234-5933 Inspection n line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: G rc Job Address: Permit Number: v � l- /, /C- C_- S7� Cfbahr\ �--N S 7 n -/ i ' DffZo , e r �� DrI� Zdh,JAl f >J IOP S�Q; , 1) pR �f N1+[ 'a /1-0 A 1-0A ''N P'Pr JA i I ,ONS N 5 rp 7;7 Z. 2 i ❑ No one available for inspection: TimeZ._� A Re -Inspection required: Yes /P �No �f / ( f 6 Q i When corrections havejV been made, cal/ for_ re inspection at 30325933 t[ Date: Inspector: F F DO NOT REMOVE TH/S NOT/C E r r t City of Wheat Ridge Residential Remodel PERMIT - 201700712 _� 9� PERMIT NO: 201700712 ISSUED: 06/26/2017 JOB ADDRESS: 3829 Taft CT EXPIRES: 06/26/2018 JOB DESCRIPTION: Revision: Adding wet bar to scope of work Basement finish - 900 sq ft; to include 1 bedroom, 1 bathroom, and 1 large open rec room *** CONTACTS *** OWNER (303)931-2534 LUELLEN AMANDA GC (720)837-3365 Seth Deneen 150120 Right Angle Contracting SUB (720)495-2223 uPGRADE 160133 Upgrade Electrical Service LLC SUB (720)298-9492 Diana Havens/William Havens 160131 Freedom Plumbing Corp. SUB (720)296-7938 James E. Hegge Jr. 080145 C&H Heating and Cooling LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 339.66 663.60 522.55 1,525.81 31,600.00 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. All roughs to be done at Framing Inspection. - City of Wheat Ridge Residential Remodel PERMIT - 201700712 PERMIT NO: 201700712 ISSUED: 06/26/2017 JOB ADDRESS: 3829 Taft CT EXPIRES: 06/26/2018 JOB DESCRIPTION: Revision: Adding wet bar to scope of work Basement finish - 900 sq ft; to include 1 bedroom, 1 bathroom, and 1 large open rec room I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable uilding 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 propend_am authorized to obtain this permit and perform the work described and approved in conjunction with m this erit. I furtheT a €'st tl�, am legally,,authorized to include all entities named within this document as parties to the work to be performed d t t wor be pertorme E is disclosed in this document and/or its' accompanying approved plans and specifications. Signa ure 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. �- t City of Wh6at * =°® 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: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # _Z -01"1007t2, C_ (:! '- - 0 - S -(, � _� Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner E Mailing Address: (if different than property address) Address: City, State, Zip: Contact Person: Contractor: Contractors City License #: Contractor E-mail Address: X11 Phone: ee Phone: ` 7 Phone: ZPeP fT2 - �s3Y Please Note: Additional valuation Dust include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other 07/ Additional• Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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. CIRCLE ONE_ (OWNER) ONTRACT or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: �54//jj(CC/% SIGNATURE: DATE: DEPARTMENT USE ONLY 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 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ LIVING AREA 4b' -T' 15' 1/2" 4 V-5 1/2" 5'-9" y 4,7 5--b- Theater Area Unfinished Storage Open Rec. Room ALPAC SO UP ton. 28' Amanda Luellen Bedroom 352q Taft Ct. Wheat Ridge, GO 50033 bqO 5q. Ft. Finished Electical Flan Produced By: N G L E in !,set 101-61, 46'-T' - LIVING AREA in - .6'. _ Cil of $ k.-- ,9 L!5 C-.9 .b--J5c6-,b L Y ��- u '`brl LL -,i WheatRU� -- COMMUtJfTY DEVEIDI`MENT —.b �, o .blc 9-,b Nb/5 g -,O l ml ' 0 APPROVED or Code Com l iance +`fv ! *5 fxa ate O -- — V id of rm Thr suonce of a permir or opprowl of plops speciricatrons - campum6o sholJ of be e permit for, or on approval of, any violation to :n of the prov,s ons of he building code or of any City ordinances. Permits miry to gi out',,",J o to violate ojconcel the Provisions of the Btritding II 0 3des or other o inonc i of the City shall not be valid. a � _- LU � I T , I � �9LIS L i7 -.b � - n9L/LL G -.0L — i f n- O N 1'. i I I I ------ - ------ ..9 L /L 9- b L ---- — - - --- - — .b - -- -- ---- ,.9/L C-rZ l b - - — - .9 L/ L L Z -d- --� I N ) Li !a ttS iL� U" Q m to F City of Wheat Ridge :o v ----ZL ---- - I � f -- 4 —.SIL L -,Ll ,b ---,.9 Ll L Lis -,L —�! 0 I. I I i city or Wheat Ridge Building Divison, City of Wheat Ridge �A Residential Remodel PERMIT - 201700712 PERMIT NO: 201700712 ISSUED: 06/26/2017 JOB ADDRESS: 3829 Taft CT EXPIRES: 06/26/2018 JOB DESCRIPTION: Basement finish - 900 sq ft; to include 1 bedroom, 1 bathroom, and 1 large open rec room *** CONTACTS *** OWNER (303)931-2534 LUELLEN AMANDA GC (720)837-3365 Seth Deneen 150120 Right Angle Contracting SUB (720)495-2223 uPGRADE 160133 Upgrade Electrical Service LLC SUB (720)298-9492 Diana Havens/William Havens 160131 Freedom Plumbing Corp. SUB (720)296-7938 James E. Hegge Jr. 080145 C&H Heating and Cooling LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: FEES 0.00 332.18 558.00 511.05 1,401.23 31,000.00 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. All roughs to be done at Framing Inspection. City of Wheat Ridge Residential Remodel PERMIT - 201700712 PERMIT NO: 201700712 ISSUED: 06/26/2017 JOB ADDRESS: 3829 Taft CT EXPIRES: 06/26/2018 JOB DESCRIPTION: Basement finish - 900 sq ft; to include 1 bedroom, 1 bathroom, and 1 large open rec room I, by rn signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all� �a plicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal own of th5rop rtS ani authorized to obtain this permit and perform the work described and approved in conjunction with pers ermrt. I fy�tt �t team legahy authorized to include ali entities named within this document as parties to the work to be per ormed a t a or o e per o ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signat re 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 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 Offial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The pen -nit holder shall notify the Building and Inspection Services Division in accordance with established policy, of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection, t.. 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. City of Wheat jige COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Date: �/ I Plan/Permit # 0"'U Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee:j�+ Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits na cimheatridae.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: Property Owner Phone: SOS- /S/ 7y Property Owner Email:__/ Mailing Address: (if different than property address) Address: 5� City, State, Zi Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: /ll /� /��ca/ / � /"'re/( -_ Contractors City License #: / Phone:_ 7�V 1.3-Z-5, 6 5 -- Contractor Contractor E-mail Address: Sub Contractors: Electrical: `� j� HAY/C f�i L Plumbing: ,��+N� Mechanical: �l-� ��z��.�L�C�• W.R. City License # W.R. City License # 0 W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL P RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT E OTHER (Describe) 7- C,11 s A (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) /J 7Zf'1' Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE. (OWNER) f<'ONTRACTOR1jor (AUTHO IZED R RESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Sianature (first and ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ LL 4l G�0 G-tf7) SE C�o/�If �v. City ®f APPLY Y Wh6at iii:Ve Commu1VITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge 3 Burial depth requirements: Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non-metallic conduit 18 -inches deep or 24 - inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) 4 Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 45° plane of the edge of the footing. Water piping must be buried a minimum 36 - inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 -inches above and to one side of the sewer line. 5 Frost depth to the bottom of the foundation footings must be as noted on the engineered plans. If not noted, the frost depth to the bottom of the footings must be a minimum of 30 -inches below finished grade. (IRC TableR301.2.1) 6 Caisson and helical pier foundations will not be inspected by Boulder County. A qualified, Colorado -licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections R110.5.2.3) 7 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior spaces below grade must be damp proofed. (IRC R405.1, R406.1, BC Amendment R401.2.14) 8 Slabs below grade must maintain a minimum of 6 -inches above the design water table. The interior finished crawl space grade must be a minimum of 36 -inches above the design water table. (BC Amendment R401.2.1.3and R401.2.1.5) 9 Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 10 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered plans. If not noted, bolts shall have a minimum diameter of %Z -inch, embedded at least 7 -inches and spaced not more than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) www.cl.wheatridge.co.us Rough Framing and Wood Requirements 1 ) The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 12 protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1: (IRC R317) 1.3 Lumber, plywood, fiberboard, structural logs, and glued laminated timber must be identified by a grade mark or certificate of inspection issued by an approved agency. (IRC R502.1, R602.1, and R802.1) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery.B. Wood framing members that rest on concrete or masonry foundation walls and are less than 8 -inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than %-inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -permeable floors or roofs that are exposed to the weather. G. Wood furring strips or wood members attached directly to the interior of below grade exterior masonry or concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure - preservative -treated wood. 13 Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 - inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and M1305.1.4) 1.4 Basements greater than 200 square feet and every sleeping room shall have at least one operable emergency and rescue opening or a door to the exterior. 15 Emergency escape and rescue openings shall meet the following requirements: A minimum clear width of 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for grade level windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) 1 6 Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, 8407.3) 17 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 - feet horizontal intervals.6. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. ( In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford apassage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches (813 -mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 -inches (1981 -mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) 19 There shall be a floor or landing on each side of each exterior door, except where a stairway with 2 or fewer risers located on the exterior side of the door, other than the required exit door, a landing is not required for the exterior side of the door. The landing must be no lower than TY4-inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311) 20 Stairways must be at least 36 -inches in width. Handrails shall not project more than 4%: -inches. The maximum rise may not exceed 7% -inches. The minimum tread depth may not be less than 10 -inches. Minimum headroom is 6 -feet, fl- inches. For stairways with solid risers a nosing of %-inch to 1Y4 -inches shall be provided. When open risers are used the opening between the treads shall not allow the passage of a 4 -inch sphere. Landings must be provided at the top and bottom of the stairway that is the width of the stairway measuring at least 36 -inches in the direction of travel. Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1%: -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8) 21 Handrail Grip Size Shall Be:A. Circular Handrails: 1% -inch to 2 -inches perimeter. B. Non -Circular: 4 -inches to 6% -inches perimeter with a maximum cross section of 2Y4 -inches. C Perimeter Dimension Greater than 6% -inches: shall have a finger recess on both sides. 22 Guards must be provided for porches, screened porches, balconies, fixed seating and raised floor surfaces more than 30 -inches above the floor or grade below. Guards must have a minimum height of 36 -inches. Open sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards not less than 34 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (11312) Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (8312.2) 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms, and basements shall be a minimum of 7 -feet measured from the finished floor to the lowest projection of the ceiling. Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet, 4 -inches. Bathroom may have a ceiling height of 6 -feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC 8305.1) 24 Attic access must be provided for attics that exceed 30 square feet and that have a vertical height of 30 -inches or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x 30 -inches access opening. The access must provide a minimum of 30 -inches headroom. (IRC 8807) 4 Form: B/24 a Rev. 25- Enclosed attic and rafter spaces must have cross ventilation for each space through screened openings. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The area may be reduced to 1 to 300 if 50-80% is provided by ventilators located in the upper portion of the space or if a vapor barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least a 1 -inch space is required between the roof sheathing and the insulation at the location of the vent. (IRC R806) �k6 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the depth of the cut end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum of 2 -inches and not less in depth than the cut end of the rafter. Hip and valley rafter shall be supported at the ridge by a brace to a bearing partition or be designed. (IRC R802.3) 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ration exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3 -inch wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to supporting walls with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral stability in accordance with the construction documents and the individual truss design drawings. (IRC R502.11.2, R802.11) 28 Trusses must be designed and fabricated in accordance with ANSI/TPI 1. A licensed professional shall prepare the truss design. Trusses must be legibly marked within 2 -feet of the center to identify the manufacturer, the design load, and the spacing. Truss engineering and layout must be provided at the site at the rough framing inspection. (IRC R502.11 and R802.10) 29 Roofing material installed in the mountain areas is limited to Class -"A" roof coverings. Wood roofs in the plain areas are limited to minimum Class "B" roof coverings. Shingle installation shall meet the manufacturer's high -wind installation procedures in areas where wind load is greater than 105 mph (V3S). Chapter 9, R301.2.1, R325, and manufacturer's listing 30 All habitable rooms shall be provided with aggregate glazing area for natural light of not less than 8% of the floor area of such rooms. The glazed areas need not be installed in rooms where section M1507 is satisfied and artificial light is provided at an average of 6 foot candles at a height of 30 inches. 31 Safety glazing shall be installed in the following hazardous locations and be permanently labeled as safety or tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panels adjacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. See the Boulder County Land (IRC R308) 32 Roofs decks and enclosed roofed areas must be provided with roof drains installed at the low point of each roof. Where roof drains are installed, overflow drains or scuppers are required. (IRC R903.4) 33 Exterior finish materials must conform to the conditions of your Site Plan Review to include: roof covering, siding, color requirements, conforming light fixtures which comply with the approved lighting plan. Glazing and Window Requirements 3.2 Skylights must be: (IRC R308.6 Table N1102.1) A. laminated glass (with restrictions). B. fully tempered glass (with retaining screen). C. heat -strengthened glass (with retaining screen). D. wired glass (with retaining screen in multiple glazing condition only). E. approved rigid plastic. F. Skylight U -factor required U-0.45. Skylights installed on roofs flatter than 3 units vertical to 12 units horizontal must be mounted on a curb 4 -inches above the roof. Pleating and Ventilation Requirements 33 Crawl spaces shall be provided with conditioned air in compliance with Section N1102.2.9. Crawl space walls shall be insulated in accordance with Table N1102.1 or Table N 1102.1.2. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finish grade level and then vertically and/or horizontally for a least an additional 24 -inches. Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder with a minimum thickness of 10 -mil. All joints of the vapor retarder shall overlap by 6 -inches and be sealed and taped. The edges of the vapor retarder shall extend at least 6 -inches up the stem wall and shall be attached to the stem wall. N1102.2.9.2.2 Ventilated crawlspaces. Ventilated crawlspaces shall be provided with insulation in accordance with Table N1102.1. 34 A Habitable rooms must be provided with outdoor openings for ventilation equal to at least 4% of the floor area and shall have heating facilities capable of maintaining 68° at 3 -feet above the floor and 2 -feet from exterior walls. B. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. 35 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfm intermittent or 20 cfm continuous exhaust. (IRC R303.3, M1507.4) 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outside the building, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maximum length of the exhaust duct shall be 35 -feet (Unless approved under the manufacturer's listing) from the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 39 Gas and solid fuel appliances located in a garage and hazardous locations shall be elevated so the source of ignition is at least 18 -inches above the floor. Rooms and spaces that are communicate directly with the garage and are not part of the living space shall be considered as part of the garage. Appliances located in garages must be installed at least 6 -feet above the floor or protected from motor vehicle impact. (IRC G2408.2, G2408.3) 40 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 4" Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self-closing device and all combustion air is taken from the outdoors. (IRC G2406.2) 42 Gas logs installed in solid fuel burning fireplaces shall be tested in accordance with ANSI 221.60 and installed per the manufacturers installation instructions. Gas logs installed in bedrooms must be direct vent or provided with an approved source of outside combustion air. The approved gas log set must be installed in the Solid -fuel burning appliances at the final inspection. (IRC G2406, G2432, and G2434) 43 B, BW, and L vents and factory -built chimneys must be provided with a clearance to combustibles per them a manufacturer's listing. Where vents pass through insulated assemblies, they must be provided with an insulation shield. A clearance of 9 -inches is required between single wall vent connectors and combustibles. Gas vents must penetrate through the roof flashing, jack or thimble and terminate in a Chimneys listed cap or per the manufacturers listing. Decorative shrouds installed at terminations shall be listed and installed per the manufacturer. (IRC G2425, G2426, G2427) Electrical Requirements 44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (UFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected in an approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) 45 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. 46 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N 1102.4.5) 47Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. 8 Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6- feet, 6 -inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 4P Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) SIP Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 51 Combination type arc -fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 52 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (10ft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch Sa Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B Outside each sleeping area in the immediate vicinity of the bedrooms; and C One on each additional story including basements. 54 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), or a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 55 Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtures with completely enclosed lamps, and surface -mounted or recessed fluorescent fixtures.Surface mounted fixtures shall be installed on the wall above the door or on the ceiling with the following clearances between the fixture and the nearest point of a storage space: (IRC E4003.12)A. Incandescent fixtures or LED shall have a minimum 12 -inch clearance. B. Fluorescent fixtures shall have minimum 6 -inch clearance. Recessed fixtures shall be installed in the wall or ceiling with the following clearances: A Recessed incandescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. B. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. 56 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) 57 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9,E4002.10, E4003.9, E4003.10,E4003.11) Plumbing Requirements 5t' DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51hs of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 -inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) 6:t The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) 6� Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSA6125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 120`. (IRC P2708.3,P2713.3) 63 Shower doors shall have safety glazing; hinged show door shall open outward. (R308.4.5, P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. (IRCP2902.2, Table P2902.3, P2717) Insulation 65 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 66 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2. 1) 6� Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. (G2426.4) Class I or II vapor retarders are required on the interior side of the insulation in framed walls, floors and roof/ceilings of the building's thermal envelope. The vapor barrier is not required in construction where moisture or freezing will not damage the materials, or where the framed cavity (or space) is ventilated to allow moisture to escape. A vapor retarder is not recommended on a concrete basement foundation wall or in a shower /bath compartment (IRC 702.7, R702.7.1). Wallboard Requirements 6P The garage shall be separated from the residence and its attic by materials of not less than %:-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5 8 -inch Type X gypsum board. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than %-inch gypsum board. (IRC R302.6) Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. (R302.5.1 )Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shall be self-closing and self -latching. 6SS Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with''/: -inch gypsum board (IRC R302.7). 70 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, Cl 178, or Cl 178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) 71 )Mail spacing for gypsum board % gypum board Ceiling 16oc, 7", nails 12", Type S screws '/2 wall spacing 24"OC, 8" nailspacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails 12"spacing, screws 240C 8". 72 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178 or C1278. It is permitted on ceilings where framing spacing does not exceed 12 -inches o.c. for %:-inch thick or 16 -inches o.c. for 5 8 -inch thick gypsum board. Water- resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment and may not be used where there will be direct exposure to water, or in areas of continuous high humidity. All cut and exposed edges shall be sealed. (IRC R702.3.8) 73 Floor assemblies, not required elsewhere in this code to be fire resistance rated, shall be provided with a % inch gypsum wall board membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member.(IRC 501.3) Final Inspection Requirements ?4 Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (IRC 319) 75 All dwellings shall have a controlled method of water dispersal from roofs that will collect and discharge all roof drainage at least 5 -feet from the foundation. Gutters, downspouts, downspout extensions shall be deemed adequate to meet these requirements. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 -inches within the first 10 -feet. (IRC R401.3 and R801.3) Swimming pools, fountains, hot tubs, spas, and hydro -massage "Jacuzzi" tubs and similar installations shall comply with all provisions of the IRC for the approval of bonding equipment and lighting. All 15 and 20 amp, single-phase 125 -volt receptacles located within 20 -feet of the inside walls of pools, outdoor spas and hot tubs shall be protected by a GFCI. Motors and equipment must be accessible without damaging the building structure or building finish. (IRC E4202,E4203, EE4204, E4205, E4206) The reinforcing shell of the pool shell, metal forming shells, coping stones, deck, brackets of niche fixtures, metal fittings, and electrical equipment, located less than 5 -feet horizontally and less than 12 -feet above maximum water level of swimming pools and built in place hot tubs shall be bonded together. The parts specified above shall be connected to an equipotential bonding grid. (IRC E4204.2) in Z -1K .9 ML 9 b L ZL ZJL L -.b C13 City of PQ __@ge 0 _VKWh&L CADUMUNM Dr4BMrMWSr APPROVED 0 U Reviewed for Code Con mom r-4 4-: -K5 W Ldv bt m K d3 -6j-lq IPlans I er Date TAtqLqdj!l,,mK The sseance vfoPc~ 0f0AQf0v4#GfPbn% 3PCOKat'ans WWapwputvf,o.s shoil not be a PCM410f, Or 00 dWQWvj, onyvialationto &W 01 qw provisions o1 the builchng code oral oWCitycedirtances. Permits � pMuff#hV to give authority 10 vpokre 0jcgKd Me pmvislam of the SuA&V cad -s oro0crordinoncesof ft City sWfW brvalid ka In 0 ;13 LL LUtm CL in Z -1K .9 ML 9 b L ZL ZJL L -.b J- -qIL r -Z L t, AM L C IL .Li7 ALL WO(Z)Z SHAU— (�MOPUV I TN Z 0) 7 12C t ZO) LI W14CA-T- (Z10�E AC)M&JDMCVT C13 City of PQ __@ge 0 _VKWh&L CADUMUNM Dr4BMrMWSr APPROVED 0 U Reviewed for Code Con mom r-4 4-: -K5 W Ldv bt m K d3 -6j-lq IPlans I er Date TAtqLqdj!l,,mK The sseance vfoPc~ 0f0AQf0v4#GfPbn% 3PCOKat'ans WWapwputvf,o.s shoil not be a PCM410f, Or 00 dWQWvj, onyvialationto &W 01 qw provisions o1 the builchng code oral oWCitycedirtances. Permits � pMuff#hV to give authority 10 vpokre 0jcgKd Me pmvislam of the SuA&V cad -s oro0crordinoncesof ft City sWfW brvalid J- -qIL r -Z L t, AM L C IL .Li7 ALL WO(Z)Z SHAU— (�MOPUV I TN Z 0) 7 12C t ZO) LI W14CA-T- (Z10�E AC)M&JDMCVT Ower Meat pidgo < z -A cn Im LLJ 0 0 mn 4-: -K5 W < m K d3 Old" Ower Meat pidgo < z -A I fn ..... - ----- ---1.9 LA L C-1 cft Wheat Ridge ,Building Divison LU tY V- z cft Wheat Ridge ,Building Divison City of Wheat Ridge Residential Roofing PERMIT - 201704628 �s PERMIT NO: 201704628 ISSUED: 07/24/2017 JOB ADDRESS: 3829 Taft CT EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with ROOF DECKING - 41 sq. *** CONTACTS *** OWNER (303)931-2534 LUELLEN AMANDA 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: 24,300.00 FEES Total Valuation 0.00 Use Tax 510.30 PAID Permit Fee 442.05 ** TOTAL ** 952.35 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER .6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. � 4 ® City of Wheat Ridge Residential Roofing PERMIT - 201704628 PERMIT NO: 201704628 ISSUED: 07/24/2017 JOB ADDRESS: 3829 Taft CT EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles with ROOF DECKING - 41 sq. I, by my signature, do heattest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that ail-ryork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 2G— Signature of R 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, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections a not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance ermi"Roh nstrued to be a permit for, or an approval of, any violation of any provision of any applicable code mance or ris 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. lop 1% of roofing contractors ' RFW W l "129 -00 Mll ,hvj()NA,K I J� G. 415 -"R- ase, 2-OLI -7' Art. Phom "A'!c., 4 Cortsurix on MuAr," W)wch nrr"I any part of %x)pe cl wom Mat i0approved Lly thaosuran.,4 oompany llflietS Y43,; 01 ilm V, tae rj.ij a:Rj'tKiiias work T -e- 6 Of one layer ivxA 111,4,o sll.7;oo� V 4Nae4s Oi Gs� &e iaitch stvat,,Ul b , pp�, liwall NOW Urlde' llayrleaL 451b, 30lb t 111k0-ldle Brow Chartz-A ;Qraj 'rkrle Thar iMlAs NiAlbe ccs rd with ice, & hot rat liokl Vwieyll wim, Apq-"e in be8 Hillh-Protilia and C_ior-owdiww with qhi,)ql,4 V�Psfal; new pipe;ac KS y"'Rerliaciit vents as needed I�Rfl lashychiln;'s} wd a!; wal'ibuirrivt asiftIcd l 1191-a!'PidqaVont LF ice &'VVztp: shield par code, as well as j;I vents and skylights 1y insia!l 4-6 nails per shingle ascq,iired by cily!coilrliry codas ,,A6,5qe,' Disn All Onierri i,exh C-UsIc'tier 1,10 need ro aunts the pro db to fe-b!qn dlt. afoa, or jir-stal;a X- F'I Inspections will be corniateted as cityleountios shovirs, t have reatil the back of contract # 23 !nt,, wa-'rant", cn, ,wfing, A rAhcr Wnstrucluorn tractc-s vol fceiVe a 1 w wo:k"nanship warranty Sri Ii- MICIC c4ftnls Coming Platinum GAF �PA-11-- m4iwic svre--p 4Y Inveway nd yard frer rernov,,,f ol my ti�la, ' trash aadl aebr, tio 0 5-inc 6-'n- Cuk'y I ,, i but, Replace fti"; YPC P Inv �,?s " No flf Vaq cQiijoete tha third, pet0v auallcri.-alil.ln fqml) Int. sp—�W Instructions x�e?!!�!4Lrr� ua- ax"! af 'fle, serv�,�� L�,q qarqnc� �rotzi at ti �- �zK ��re�,e CDWT4:`l� ISI-- af�T� "'Uparro.Vill tl*, sc,>pj �;f w-,fk �_Vwcd Ly 1, e ilx - reams in Cern s `'Exna - NI 0f this contract. rhe Arial swPin aco W U7,11' tr- :),n ,.) insurj,,oa appicrie, scope Cuatotrer VAR kA responsible 0 pay for any'lPgrailes; dedlictible, 6ap'.,�ton of addai,)r'a, W'M auiiworizeu the insuraficetorijilany determines Is not covered Vilftin I* scope of colverip Prowwoo by yov insui ance poliq— Applexitnaw Dattis, of Service. the..- eojrA f we�.e ji,e solitoo tc- chanili& doo LO umlil"Jal 6VISY9 I km� majenjos, payinam �Iefzye. insurance approval,,- ordiliaiy weed -W idM-Y-, -1 by -`Y other "Yolid 'eawnew Collull of Monarrh Mona"4:h will oi,C-,OV-z commume4flon to customer to O.VA - is, Notice: ale property owflar pun, to LrAI Proceeds Of 6 PiDPOAY arlJ Des ra„¢i polus Lued puizoisof tD Pal Rfluda Flt c s� run Naive. inDate, w pro"ris, to Paii, waive, or ret le all or Part of any m -sura' J�X �jL�je -22-105, Ing rooft ant err Cann'tit pai, 0aY,Y*nt o"I ito C'werp(il residentai pTomrty hke, heffhy au hone & lrq',Uct the wtaularlm- ccrlpaY & lwl, ty",W44re Lo mc!ijdx ttsnxlx-,. -)T 4 RoWtnnj I LC as 10:,A ',-F 0 ale, twlays ;Yate e3 'Pjca%,, ahx)ve 1 ,Wej auti)ame auf 1%,al rsfxesentaiiVi; XAV 74600 0! talar %-1 rJ7i35,rurifD9 tn olmalii Ie)i. ,11) tC '(*je') further autwzefloliafth to Pok lip in tv,501ar” loe3.oolm mmacks On n0l,ilf afla tiellallf cit i'"I"It, q, Motixurt R ,er- Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 13, 2017 4:2S PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a residential roof? How many dwelling units are on the property? Yes Single Family Home PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3829 taft ct amanda luellen 3039312534 Field not completed. L/�C F,�.�. 6/2711:�L Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number monarch construction 100243 3039811265 Contractor Email Address blowrie@monarchroofs.com Retype Contractor Email blowrie@monarchroofs.com Address DESCRIPTION OF WORK Are you re -decking the Yes roof? Description of Roofing owens corning Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 41 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No I/ Field not completed. TOTAL SQUARES of all 41 roofing material for this project Provide additional detail house here on the description of i work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 24300 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 A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P+) C— Job Address: 4 S$2 q -7410,7 C 7 Permit Number: 201700711- Ll 0170071Z ❑ No one available for inspection: Time /1.2S /PM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303-234-5933 Date: 7/1/10 Inspector: r° A if DO NOT REMOVE THIS NOTICE w 41 CITY OF WHEAT RIDGE ' Building Inspection Divisio / (303) 234-5933 Inspection n line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: G rc Job Address: Permit Number: v � l- /, /C- C_- S7� Cfbahr\ �--N S 7 n -/ i ' DffZo , e r �� DrI� Zdh,JAl f >J IOP S�Q; , 1) pR �f N1+[ 'a /1-0 A 1-0A ''N P'Pr JA i I ,ONS N 5 rp 7;7 Z. 2 i ❑ No one available for inspection: TimeZ._� A Re -Inspection required: Yes /P �No �f / ( f 6 Q i When corrections havejV been made, cal/ for_ re inspection at 30325933 t[ Date: Inspector: F F DO NOT REMOVE TH/S NOT/C E r r t 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: P V 6' Job Address: 73 $ a I A Permit Number: ;, a t D 0-7 l X 00f),D ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 �? Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: N S Job Address: `6a9 % A Permit Number: f -� t/d "7 Pp6�uv-t0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:"- a ' �"9 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �9Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: b W Job Address: 3 Mh " ` Permit Number: 2, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- - %- /7 Inspector: OL��=4M DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /3 F� �_" "_ ) /� �- Job Address: 1) . _. / f _ C Permit'Number: 2O / % ef,*2r %/ ❑ No one available for inspection: Time All/PM Re -Inspection required: Yes/No No When corrections have been made, call for re-inspecti W at 303-234-59J3 f f, t ; i i' Date: `- r , Inspector: { DO NOT REMOVE THIS NOTICE City of Wheat Ridge Municipal Building 7500 W. 29" Ave. January 23rd, 2017 Owner/Occupant 3829 Taft Ct. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201500798 (New Single Family Home) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:00 a.m. and 5:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29d` Avenue in Wheat Ridge. Cordially, Melissa Mackey Senior Pennit Technician 7500 W29th Avenue Wheat Ridge, Colorado 800,1 Fax: 303-23 -8927 www.ei.w h eatridge.co.0 s - IV City of h6ataLdge OtY Of Wheat Ridge Municipal Building 7500 W. 20 Ave, Wheat Ridge, CO 80033-8001 P: 301235.2855 F: 303.237.8929 Owner/Occupant 3829 Tabor Ct. Whe RE: Previously permitted project plans available for retrieval — Permit ##201500798 (New Single Family) NME22= This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retenti*% i We are writing to offer you: an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 15 working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29'h Avenue in Wheat Ridge. am= Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat MidZe,, &'j V0033 Fax: 303-237-8929 www.ci.wheatridge.co.us www.chwheatridge.co.us City of eatPsk*d C COMMUNITY DEVELOPMENT FOR OFFICE USE ONL Datc Not Plawpormit # t\ 0660%%A"k 3829 Taft Court Mailing Addmas.- (if different than property address) Address: 7800 East Dorado Place, Suite 220 2y P: Centennial, CO 80111 - 3telq-'�Zi ��: Same as above Electrical: Electric Contractors, Inc. W.R. City License# 080261 MM, nirzriroli&glm#jm * 0 . 130216 pop;303.779A100 - Plumbing: Plumbing Unitd., Inc Mechanical: Smith & Willis HVAC WR City License # 140008 WR City License # 80256 Other City Licensed Sub: City License # Complete all information on BOTH sides of this form iii` f SINGLE FAVIL J9,',,'Wh a t a'6atF<"9te- U. :fir r RE VIE W Date; . Location: , ATTENTION: TI N: L 11 IVISION I have reviewed the submitted application documents to construct located at the above referenced address. Please note the comments checked below. 1 Drainage: a. Drainage better & flan required: b. Site drainage/gradi t„ City f t_ Wh6at,R,Ldgc LIC 'tag s City of Wheat Ridge Municipal Building 7500 W 29'x' Ave. Wheat Ridge, CO 80033-8001 P� 301235.2861 ; 303-235,2857 Date: Location of Construction.- Purpose onst tion:Pup se ofConstruction: Single FamilyCommercial Multi - Family l�eveic► est Ree�v true sire l�'e ....,.,;. ......::. ............ $100.00 (Required of all projects for document processing) $50,00 C"cerrtmer°ia ulti-iia _°I° Review Fees: .Review of existing or minimal technical. docuntents ..,.;......... $200A0 Initial review' of technical civil engineering documents (Fee includes reviews of the I and 2"d submittals):--, . . $600.00 Trac Impact Study Review Fee: (Fee includes reviews of the ]"and 2"d submittals) . .................... $500.00 Trip Generation Study Review Fee:00.00 0 & M Manual Review & SMA Recording Fee, ... ___ ........ $100.00 ' .Facia Application will be reviewed by staff once and returned for changes, ges, If after review of the second submittal changes have not been made to the civil documents or the Traffic Steady as requested by staffs further reviews of"the Application will be subject to the following Resubmittal Fees: Resubtuittal Fees.° 3'd submittal (V2 initial review fee) :... ......... .....:... .....;... $300.00 'h submittal (full initial review fee). ...... ..__., ..,...... 600.00 All subsequent submittals: ......... $600.00 (Full initial review Fee) TOTAL RE.VIEWFEES (due at tirne of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THECNE, FRES, THERE WILL BE ADDITIONALLICENSING D PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHi a PUBLIC RIGHT-OF-WAY. r�"rr r�,t i.r�itacaata"ictt;e..cc>.tas Rev 12x12 "Wh,6atf�Liqgc� City Of wheat Midge Municipal Building 700 dv, 29th Ave. Wheat Ridge,Co3 003-8001 P. 303.23.1 F": 303.2351857 NOTIRCATION FOR PUBLIC IWROVF 'MENTS RESTORA770, -ADDRESS: Dear Contractor: In conjunction with the approval of the building dress, this letter is to inform you that all eistzn public improvements # above rererr cc frontage of said address shall e restored if da located along e acceptable condition, as determined b ed o rely construction) to an City of gat °die to " issuance o a Certificate o Public cy lie Occupancy. anc . Department and prior Prior to any constructionor mencin g, the Inspection to determine the existing condition(s) s) o the tyrepresentative will conduct n onsite public improvements atthis address, If you have any questions, please contact me at303.235.2864, Sincerely, David F. Brossman, P.L.S. Development Review engineer CC File Rev vos Address: I 2� let- Doud Subdivision, Filing 2, Lot #: Applicable survey conditions: FND (survey at foundation) NRS (survey Prior to CO, ifWithin 2 feet of setback) DOLID I Oandscaping) DOUD2 (setbacks) Lot Size: sq. Maximum Building Total Proposed Building Coverage: 1, 5 cs" sq. ft. 'to Setbacks: Required Provided Interior Side loft Side on street/open space 17 ft InteriorRear 15ft PeTimeter Rear Is the structure within 2 feet of minimum setbacks? (Ifyes, add surveying cOndition FND.) ArchiteeMLI—I Le -view considerations pe r L Q DR Q Homes of lots siding to public r O -W and/or Open space tracts shall architectural treatments on side fagade facing utilize same minimum r -O -w or open space as front facades, Front setbacks shall vary a minimum of 2.5 ft. No three oadjacent homes or homes directly across the street shall have the same frnt setback. No two adjacent homes or homes across the street shall utilize the elevation. Same architecturally detailed 12 Architectural features such as comices, eaves, belt courses, bay windows, sills decks patios, and balconies May extend or The project into a setback a maximum 01 canopies, porches, f thirty inches. first floor of the front elevation shall have a minimum of 67% ma 0 brick, brick v , stucco, stones, stone veneer or s s nry en on the sides ® the homes. Ynthetic stone, with a full return (minimum 4' high) wainscoting DIJve!Eav LeWew maLfderatioas: Q Driveways cannot exceed 24' in width, 3190 S Wadsworth lvd., Suite 220, Lakewood, CO 80227 303,973.7766 Fax 303.973.7766 www.buildingcci.com � I itII • « OWNER* Standard Pacific Homes 7800 E Dorado P1. Greenwood Village, CO 80111 ARCHITECT: Woodley Architectural Group 731 South Park Dr Littleton, CO 80120 STRUCTURAL: Felton Group 18325 N Allied Way Phoenix, AZ 85054 MECHANICAL Four Seasons Mechanical PLUMBING.* 4896 Marshall St Wheatridge, CO 80033 Code Consultants International Copyright 2015, City of Wheat Ridge, 3829 Taft Court Review Page 3 of 7 This is a review of a new single family home. This is a ranch style home with a full basement. Code ConsiAtants international, Copyright 2015, City of Wheat Ridge, 3624 Taft Court Review Page 4 of 7 USE: Single Family Dwelling Code Consultants Intemational -Copyright 2015, City of Wheat Ridge, 38291bft Court Review Page 5 of 7 Item # Sheet* B-1 TS Verification of property lines and structure location by ILC or BSP is required prior to performance of first framing related inspection B-2 TS Work shall comply with the following codes; 2006 IRC, 2009 IECC and 20311 NEC B-3 TS Foundation inspections shall be performed by the engineer of record and verified to the Building Envision by wet -stamped letter, or approval B-4 1-0 Egress windows required complying with 8310 of the 2006 IRC for size, height, location, well and ladder requirements B.5 2-0 Handrail and guard rail required for flights of stairs with 4 or more risers. 8311.5.6 B-6 2-4 In enclosed usable space beneath stairs, 112" min drywall is required can underside of stairs and on adjacent walls Glazing in walls or enclosures of bathtub or shower, less than 60 inches, measured vertically B-7 2-4 from water edge and not: more than 60 inches above walking surface shall have safety glazing per 8308.4 B-8 2-4 Gas fireplaces must comply with IFGC and manufacturer's installation specifications B 2-4 Floor drain trap shall be fitted with a trap primer or be of the deep seal design; per section 3201.2 B_10 -4 Provide required service clearances for water heater per Chapter 5 of 20306 IPC B-11 2-4 Shutoff valves required on lavatories and water closets B-12 2-4 Water hammer arrestors are required at quick closing valves R2903.5 B-13 2.,4.1 in accordance with 2006 IRC, section 83038, safety glazing is required where indicated on plans B-14 El ,O Outlet type, location and spacing shall comply with 2006 IRC and 2011 NEC. B-15 E2.0 Smoke alarms shall be required in each sleeping room and outside each sleeping area per, 20306 IRC, section 313 B-16 E2.0 Outlets are required to be arc -fault protected B-17 E2,0 Where is the electrical panel located? B-18 03-1 Basement walls are requierd to be insulated per IRC section N1102.2.6 19 D-3, 4.1 Show flashing at window heads and sills. Sheet U-3 details 4 and 9 and garage door sheet 034.1 detail 2 20 D-6 Show the 2X nailer in note at Detail #3 21 fa -10 Walls in shower shall have non-absorbent finish to 6° above floor B-22 0a-11 Drywall on garage ceilings beneath habitable space shall be fastened at a max 6" on center B-23 D-6 All shingles shall be nailed with a tminirnurn of 6 nails per shingle and mid roof inspection required on tile, concrete, or metal roofs. B-24 S23 typ Provide truss manufacturer's profile drawings at time of frame inspection. Uplift connections of all and bearing shall comply with drawings. 25 S2.3 typ Rafters shall bear full at heel cut and shall have one H2.5 clip of all y p per rafter at bearing point. Code Consultants 3nterriational - Copyright 2015, City or Wheat. Midge, 3829 Taft Court Review page. 6 of 7 Item Sheet Where are the third and fourth points of bearring for turss GI-FJO and CSI -CJ? Only two points of S 2.3 typ bearring are shown. Typical of all framing plans. 8-2 of all -27 CShi The City of Wheat Ridge uses a 105 mph wind gust. B-28 Provide a RES check or a blower test will be performed at final inspection. Code Consultants international w Copyright 203.5. City of Wheat Ridge, 3829 Taft Court Review Page 7 of 7 NVa 0%6-w* —ssenaar Subject: Soil and Foundation Study Proposed Residential Structure Lot 9, Block 1 Doud Overlook Wheat Ridge, Colorado Project Number 135270 % =0 303-759-8100 Fax 303-756-2920 wwwagwassenaarcom As requested, we have performed a soil and foundation study at the subject site. The purpose our study was to observe subsurface conditions encountered and to recommend geotechnic design criteria for the design and construction of the foundation for the proposed residence. Th letter presents a summary of our findings and recommendations, li gimi-sta w"r? wi e -6 1-M ai• w --f i " i M#21111111i`miri� in ill, mminii clini •rill ii i Depth to water: 13 feet at the time of drillin 0 12Y2feet 2 ys da Samples obtained during drilling were returned to the laboratory. They were visually classified a subsurface materials encountered. Site specific laboratory swell/consolidation tests exhibit "001i 010"Abo, - "-W V W-' 111111 Standard Pacific of Colorado, Inc. Project Number 135270 January 31, 2014 Page 2 B OFAW IT* Vr#V 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. Foundation Recommendations rEnt ME NO - guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Standard Pacific of Colorado, Inc. Project Number 135270 January 31, 2014 Page 4 grade area. The purpose of the drain is to collect water which may become trapped on the surface of the excavation and enter the basement or crawl space areas. A drain should be constructed similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity discharge or sump. If a sump pit is installed, it should be monitored for water accumulation and proper operation, The water level in the sump pit should not be allowed to rise above the foundation drain inlet pipe($). If water rises above the inlet pipe(s), a pump should be installed (if not originally equipped) or maintenance should be performed on the existing pump. RMZ33W= carefully planned and maintained surface drainage. The following recommendations should implemented during construction and maintained by the Homeowner after the residence completed: I Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction. Standard Pacific • Colorado, Inc. Project Number 135270 January 31, 2014 Page 5 2. The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. 3. Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation. 4If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils. 5All drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Drainage swales should maintain a slope of at least 2% off of the lot, Swales must not be blocked by fences, landscaping, paths or other Homeowner installed items. 6, Roof downspouts and drains should discharge well beyond the limits of foundation backfill, 7. Watering adjacent to the foundation should be reduced as much as practic An Landscaping which requires excessive watering should not be located within feet of foundation walls, Main sprinkler lines, zone control boxes and drai should be located outside the limits of the foundation backfill. Sprinkler hea should be positioned such that the spray does not fall within 5 feet of foundati walls. I 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, - - - - - - - - - - - - - - ----------- Standard Pacific of Colorado, Inc, Project Number 135270 January 31, 2014 Page 6 conditions not indicated by the boring are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction in order to verify or revise our recommendations. If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations. This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered. The conclusions and recommendations contained in this report shall not be considered valid for use by Others without written authorization from A. G. Wassenaar, Inc. In addition, the state of practice in geotechnical engineering is constantly evolving. Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. If we can be of further service in discussing the contents of this letter or in analysis of the proposed structure from the soil and foundation viewpoint, please call our office. Sincerely, X G. WAS E ----------- 4 Michael R. Conner,.ARN Senior Engineer Reviewed by: Don Id , Jr., L. Tay kr sidenti r, MRC/DLT/Iia Attachment: Figure 1 Statement of Services BACKFILL /_ SLIP ,101NT NOTES: 1. DRAIN MUST SLOPE TO A POSITIVE GRAVITY NUTLET AND/OR TO SUMP WHERE WATER CAN BE REMOVED BY PUMPING 2.. SLOPE BOTTOM OF TRENCH AND PIPE AT A MINIMUM OF 1/3" PER FOOT (i.e. 1°;5) 3. 3 OR 4 -INCH DIAMETER RIGID PERFORATED PVC PIPE (ASTM D2729 MINIMUM SCHEDULE 20), OR AN APPROVED SUBSTITUTE 4. GRAVEL SPECIFICATION: 2" MINUS WASHED ROCKIGRAVEL., POORLY GRADED WITH NO MORE THAN 30% PASSING THE 3/84 SIEVE AND NO MORE THAN 10% PASSING THE #4 SIEVE, OR AS APPROVED BY THE GEOTECHNICAL ENGINEER NON -WOVEN GEOTEXTILE FILTER FABRIC WIDTH OF DRAIN —DRAIN GRAVELe EXTEND LATERALLY TO EDGE OF FOOTING.cO OF •► OF •ABOVE PIPE AT HIGH POINT, CONCRETE SLAB BACKFILL a `' 7DSLO8" PE TO — — DRAIN PIPE - (SEE NOTES #2 & ) RAIN MINIMUM AT LOCATION OF HIGH POINT, ESTABLISH BOTTOM OF DRAIN DO NOT EXCAVATE PIPE AT LEAST 4" BELOW WITHIN 1:1 LINE BOTTOM OF FOOTING OR PAD EXTENDING DOWN AND AWAY FROM CREATE MINIMUM 4" PATHWAYS THROUGH EDGE OF FOOTING OR UNDER THE FOOTING WITH SOLID PCV PIPE (NOTE 3) OR FOUNDATION VOID MATERIAL, THE PATHWAYS SHOULD BE NOTE: NOT TO SCALE BENEATH EACH WINDOW WELL AND AT A.G. APPROXIMATE 15 FOOT INTERVALS AROUND '"°*" THE FOUNDATION. GeotschnicalandEnvlranmentatCOns to t DR 1 FTG 1 ENT-SOG MTF JULY 2010 FOOTING FOUNDATION TYPICAL INTERIOR FIGURE 1 DRAIN DETAIL 11 at IIYDEWLOPMMT SUIB-CONTRACTORAUTHORIZATION t+i - Permit General Contractor.- . Pacific Homes of.. L'lila T4e, Phon #. -' � f A8t7dlo . Ma t e M, 1 Authorized Agent 1 Date f-roject i itie: Standard Pacific Fireside Plan 5062 Designed By: Bob Guenther Project Date: Monday, February 17, 2014 Client Name: Standard Pacific Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 8450 Rosemary Company City: Commerce City, CO 80022 Company Phone: (303)688-4487 X_102 Company E -Mail Address: bob@smithandwillis.com Reference CPtyV!Etridge, MoIoWdo Building Orientation: Front door faces Northeast Daily Temperature Range: High I Latitude: 39 Degrees Elevation: 5476 t Altitude Factor: 9.817 Outdoor Outdoor Outdoor Indoor Indoor Grains try Bulb Wet Bulb Rel.Hurn Bel.Hum Dry Bulb PLifferenc e Winter: 021 81% 30% 70 34.16 Summer: 91 59 15% 50% 75 -39 Total Building Supply CFM: 1,100 CFM Per Square ft.: U00 Square ft. of RoomArea: 5,507 Square ft, Per Ton 2,909 Volume (W) of Cond. Space: 53,005 i �Total 0"eating ting InMudingMentilMfion A�ir�48�,227 Btuh 48.227 MBH Total Sensible Gain: 24,583 Btuh 100 % Total Latent Gain: -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 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 5062.rhv Tuesday, February 18, 2014, 3:19 PM Y:1 ... \Plan 50 2,rhv Tuesday, February 18, 2014, 3:19 PM S P�rclY+d lr t i+�,+"I✓L�........ .,. .. «..,. M « »......m i Summer. 91 59 15% 50% 75 -39.04 j (' Main Trunk Runouts i Calculate. Yes Yes Use Schedule. Yes Yes Roughness Factor. 0.00300 0.01000 Pressure Crop: 0.1000 in.wg./100 ft. 0.1000 in wg./100 ft.` Minimum Velocity: 850 ft./ruin 450 ft./min [ Maximum Velocity: 900ft./mini 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. I Winter aurnmer Infiltration Specified: 0.200 AC/hr 0.200 AC/hr 95 CFM 95 CFM Infiltration Actual: 0.279 AC/hr 0.279 AC/hr 5 Above Grade Volume: X 28,403 Cut. 28.403 Cu.ft. ,1 C ..ft./hr Cu.ft./hr w 7 92 X ply} .0167 X fq�7»,,t9y( y21 Total Building Infiltration. 132 CFM 132 CFM I ! Total Building Ventilation. 0 CFM 0 CFMI ` ---System I --- Infiltration & Ventilation Sensible Gain Multiplier: 14.39 = (1,10 X 0.817 X 18«00 Bummer Temp. � [difference) Infiltration & Ventilation Latent Gain Multiplier: -21.70 = (0.58 X 0.317 X -39.04 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 82.04 = (1.10 X 0.817 X 59.00 Winter Temp. I, Difference) Winter Infiltration Specified: 0.200 AC/hr (95 CFM) { Summer Infiltration Specified: 0.200 AC/hr (95 CFM ' I z ? i I i 3 # t k 7 Y:1 ... \Plan 50 2,rhv Tuesday, February 18, 2014, 3:19 PM dr a _.m care ; __ .__- _.___... sys Net ft Sen t o Nett s Duct tj Scb e to Icai7on Aria t in t3 lnSloe #1� CFM.._ Building 2.05 2.05 2,688 5,507 24,883 -1,865 24;583 48,227 925 1,100 1,100 System 1 2,05 2.55 2,588 5,5017 24,583 1,865 24,583 48,227 925 1,100 1,100 25x1 Humidification 1,797 Zane 1 5,507 24,583 -1,865 24,583 46,430 825 1,100 1,100 12x1 1-Rec Room 839 1,104 -90 1,104 4,582 91 49 91 7,7 # 2 -Bath 4 52 9 .7 9 284 6 0 6 3 3 -RR 4 196 469 -18 469 1,100 22 21 22 6 4-Unf basement 1,664 1,903 -225 1„903 10,606 211 85 211 6,6,6 1 } -Creat Room 246 2,893 -216 2,893 4,342 87 129 129 7, 6-Kitchen/Nook 484 5,067 -275 5,067 4,244 85 227 227 8,8 7 -Dining 173 055 -112 955 1,470 29 43 43 7 s 8 -Master RR 306 3,702 •223 8,702 4,926 98 166 166 7,7,7 9 -WC 19 74 -32 74 269 5 3 5 3 10 -Master Bath 281 1,102 -118 1,102 1,659 33 49 49 5, 11 -WIC 93 226 -617 226 656 13 10 13 4 12 -BR 2 196 1,575 -54 1,575 2,556 51 70 70 6,6 1 -Bath 2 44 59 0 9 80 2 3 3_ 8 14 -Laundry 84 470 -113 470 1,431 29 21 29 15 -RR 3 179 1,208 94 1,302 1,439 29 54 54 7 j 16 -Bath 3 60 430 -83 430 855 17 19 194 17 -PIER 52 69 0 69 93 2 3 3 3 4 1 -Study 150 1,973 -63 1,973 2,914 58 88 88 6, 1 19 -Entry 93 815 -184, 815 1,885 38 36 38 5 20 -Hall 276 481 -4 481 1,039 21 22 22 5 I Sure of room airflows may be greater than system aJrflow because s stern room airflow o�tron use the rester of heatin or coolie 1 I l { I t { YA ..APlan 5062.rhv Tuesday, February 16, 2014, 3:19 P Duct Svstem --- Duct Name: SMT -100, Feeds Into: Unf basement, Fitting: 1-01, Effective length: 147.+6 Trunk 0.0003 16.6 527 0.000 Up: Farr 55 25 0.322 0.033 j Rect 08 12 146.7 0.333 Presize 1,003 5.1 0.354 0.446 ---Duct Name:: T-110, Feeds Into: Unf basement, Effective length: 3.7 1 Trunk 0.0003 15.2 307 0.000 Up: SMT -100 128 20 0.010 0.070 Rect 3.7 10 0.0 0.000' Presize 427 13.3 0.354 0.446 - Duct Name: ST -120, Feeds Into: Unf basement, Effective Length: 2.5 Trunk 0.0003 18.6 322 0.000 Up: SMT -100 55 25 0.009 0.000 Rect 2.5 12 0.0 0.000 Presize 670 15.4 0.354 0.446' --- Duct Name: SR -100, Supplies: Master BR, Fittings: 2-1, 4-H, Effective Length: 42.8 Runout 0.0003 7 206 0.700 Up: ST -130 55 5.4 0.012 0.005' Rnd -9.7 7.7 40.2 0.005 Presize 55 4.9 0.345 0.455 ---Duct Name: SR -110, Supplies: Master BR, Fittings: 2-1, 4-G, 8•A2, 8-A2, Effective Length: 78.8 Runout 0.0003 7 206 0.002 Up: ST -390 55 5.4 0.012 0.008 Rnd 14.2 7.7 64.6 0.009 Presize 55 26 0.340 0.460 ---Duct Name: ST -130, Feeds Into: Unt basement, Effective length: 0.8 Trunk 0.0003 6.7 198 0.000 r Up: ST -390 55 4 0.014 0.000 Rect 0.8 10 0.0 0.000 I Presize 55 _ 1.9 0.350 0.450 --Duct Name: SR -120, Supplies: Master RR, Fittings: 2-1,4-G, Effective length: 73.6 Runout 0.0003 7 206 0.002 Up: T-270 55 5.4 0.012 0.007 Rnd 16.0 7.7 57.6 0.009 Presize 55 29.3 0.341 0.459 c --- Duct Name: ST -140, Feeds Into: Unf basement, Effective length: 4.8 Trunk 0.0003 12.9 142 0.000 Up: ST -270 55 14 0.003 0.000 Rect 4.8 10 0.0 0.000 Presize I 138 19.3 0.350 0.450 YA ...APlan 5062.rhv - w..-___--- ..___.._- Tuesday, February 18, 2014, 3`:19 PM ---Duct Name: SR -130, Supplies: WC, Fittings. -I, 4-G, Effective Length: 27.2 Runout 0.0003 3 102 0.001 Up: ST -290 123 2.4 0.010 0.001 Rnd " 11.8 3.3 15.3 0.003 Presize 5 9.3 0.348 0.452 ---Duct Name: ST -150, Feeds Into: Unf basement, Effective Length 1.5 Trunk 0.0003 15.2 235 0.000 Up: ST -290 55 20 0.009 0,000 Rect 1.5 10 0.0 0.000 Presize 396 7.5 0.351 0,449 ---Duct Name: SR -140, Supplies: Master Bath, Fittings: -I, 4-H, Effective Length: 40.5 Runout 0.0003 5 183 0.002 Up. SMT -100 55 3.90.015 0.004 Rnd 15.0 5.5 25.5 0.006 1 Presize 25 19.6 0.348 0.452 ---Duct Name: SR -150, Supplies: Faster Bath, Fittings. 2-I, 4-M, Effective Length. 40.5 Runout 0.0003 5 183 0.002 Up: T-353 55 3.9 0.015 0.004 Rnd 15.0 5,5 25.5 0.006 Presize 25 19.6 0.346 0.454 ---Duct Name. ST -160, Feeds Into: Unf basement, Effective Length. 3.3 Trunk 0.0003 15.2 415 0.001 Up: ST -350 55 20 0.019 0.000 Rect 3.3 10 0.0 0.001 Presize 577 16.7 0.351 0.449 ---Duct blame; SR -160, Supplies: WIC, Fittings: 2-1, 4-G, Effective Length. 47.3 t Runout 0.0003 4 149 0.0012 Up: ST -110 128 3.1 0.013 0.004 Rnd 16..2 4.4 31.1 0.006 Presize 13 16.9 0.348 0.452 ---Duct Name: ST -170, Feeds Into: Unf basement, Effective Length: 2.0 Trunk 0.0003 15.2 298 0.000 Up: ST -110 128 20 0.009 0.000 Rect 2.0 10 0.0 0.000 Presize 414 10 0.354 0446 ---Duct Dame: Sly -170, Supplies: BR 2, Fittings: -1, 4-G, Effective Length: 56.5 . Runout 0.0003 6 178 0.002 Up: ST -400 55 4.7 0.011 0.005 Rnd 16.2 6.6 40.3 0.006 1 Presize 35 25.4 0.347 0.453 x YA ..APlan 5062.rhv Tuesday, February 18, 2014, 3:19 P r ---Duct Name: ST -180, Feeds Into: Unf basement, Effective Length: 2.0 Trunk 0.0003 15.2 235 0.000 Ur: ST -190 55 20 0.007 0.010 Rect 2.0 10 0.0 0.000 € Presize 327 10 0.353 0.447 ---Duct Name: ST -190, Feeds Into: Unf basement, Effective Length: 0.7 Trunk 0.0003 15.2 235 0.000 Up: ST -400 55 20 0.007 0.000 Rect 0.7 10 0.0 0.000 r Presize 327 3.3 0.354 0.446 ,._-Duct Name: ST -200, Feeds`Into: Unf basement, Effective Length: 9.3 Trunk 0.0003 15.2 210 0.001 Up: ST -180 55 20 0.005 0,000 Rect 9.3 10 0.0 0.001 IPresize 292 45.7 0.353 0.447 ---Duct Name: SR -180, Supplies: Sit 2, Pittings:: 2-1,4-H, 8 -A2,8 -A2, Effective Length: 69.0 Runout 0.0003 6 178 0.003 Up: ST -180 55 4.7 0.011 0.005 Rnd 23.2 - 6.6 '; 45.9 0.008 Presize 35 36.4 0345 0.454 ___Duct Name: SR -190, Supplies: Study, Pittings': 2-1,4-G, 8-A2, 8-A2, Effective Length: 72.6 Runout 0.0003 6 224 0.003 Up: ST -220 55 4.7 0.017 0.009 Rnd 183 6.6 54.2 0.01 Presize 44 28.8 0337 0.463 ---Duct Marne: SR -200, Supplies: Study, Fittings: -1, 4-G, Effective Length: 67.9' r Runout 0.0003 6 224 0.003 Up: T-380 55 4.7 0.017 0.008 Rnd 19.5 6.6 48.4 0.011 Presize 44 30.6 0.338 0.462 --- Duct Name: ST -210, Deeds Into: Unf basement, Effective Length: 1.2 Trunk 0.0003 9.8 144 0.000 Up: T-380 55 8 0.005 0.000 Rect 1.2 10 0.0 0.000 Presize 80 3.5 0.350 0.450 ---Duct Name: SR -210, Supplies: Entry, Fittings: 2-1,4-1, Effective Length: 23.0 Runout 0.0003 5 279 0:000 Up. ST -210 128 3.9 0.028 0:007 Rnd 0.0 5.5 23.0 0.007 Presize 38 0 0.343 0.457 Y:1.,.1Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM ---Duct Name: ST -220, Feeds Into: Unf basement, Effective Length: 1.0 Trunk 0.0003 9.8 79 0.000 Up. ST -210 55 8 0.002 0.000 Rect 1.0 10 0.0 0.000 Presize 44 3 0.350 0.450 ---Duct Name: SR -220, Supplies: Bath 3, Fittings: 2-1, 4-G, Effective Length: 44.7 Runout 0.0003 4 218 0.005 Up: ST -370 55 3.1 0.027 0.007 x Rnd 19.5 4.4 25.2 0.012 t Presize 19 20.4 0.339 0.461 --- Duct Name:. ST -230, Feeds Into: Unf basement, Effective Length: 1.3 Trunk 0.0003 9.8 302 0.000 E Up: T-370 128 8 0.016 0.000 Rect 1.3 10 0.0 0.000 Presize 168 4 0.351 0.449 ---Duct Name: SR -230, Supplies: BR 3, Fittings: 2-1,4-G, Effective Length: 77.0 Runout 0.0003 7 202 0.002 Up: ST -360 55 5.4 0.012 0.007 ! Rnd 19.7 71 577 0.009 Presize 54 36 0.343 0.457 --- Duct Name: ST -240, Feeds Into: Unf basement, Effective Length: .2 Trunk 0.0003 12.9 213 0.000 Up: T-360 128 14 0.006 O.00O Rect 7.2 10 0.0 0.000 Presize 207 28.7 0.351 0.449 ---Duct Name: SR -240, Supplies: Hall, Fittings: 2-1, 4-G, Effective Length: 44.1 s Runout 0.0003 5 161 0.001 Up: T-310 55 3.9 0.012 0.005 Rnd 5.5 5.5 38.6 0.005 Presize 22 7.2 0.347 0.453 ---Duct Name: ST -250, Feeds Into: Unt basement, Effective Length: 1.8 Trunk 0.0003 12.9 256 0.000 F Up: ST -310 55 14 0.009 0.000 Rect 1.8 10 0.0 0.4100 Presize 249 7.3 0.352 0.448 _--Duct Name: R-250, Supplies: Dining, Fittings: 2-1, -N, -A2, 8-A2, Effective Length 91.3 h Runout 0.0003 7 161 0.003 ? Up: ST -120 55 5.4 0.008 0.004 ! Rnd` 40.2 7.7 51.1 0.007 f Presize 43 73.6 0.347 0.453 I YA :..\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 Pik ---Duct Name: ST -260; Feeds Into: 1 of basement, Effective Length. 3.5 Trunk 0.0003 15,2 451 0.001 Up: ST -120 55 20 0.022 0.O00 Rect 3.5 10 0.0 0.001 1 Presize 627 17.5 0.353 0.447 --- Duct Name: SR -260, Supplies: Kitchen/Nook, Fittings: 2-1, 4-1.1, Effective Length: 60.6 Runout 0.0003 8 324 0.002 Up: T-300 55 6,2 0,022 0.012 Rnd 7.7 8.7 52.9 0.014 Presize 113 16.1 0.337 0.463 € ---Duct Name: ST -270, Feeds Into: Unf basement, Effective Length: 6.8 Trunk 0.0003 12.9 199 0.000 Up: ST -300 55 14 0.006 0.000 Rect 6.8 10 0.0 0.000 Presize 193 27.3 0.350 0.450 r ---Duct Name: SR -270, Supplies: Kitchen/Nook, Fittings: 2-1, 4-G, Effective Length: 94.1 Runout0.0003 8 324 0:006 Up: ST -160' 55 6.2 0.022 0.015 Rnd 27.3 8.7 66.7 0.021 Presize 113 57.2 0.330 0.470 ---Duct Name: ST -280, Feeds Into: Unf basement, Effective Length: 4.8 � Trunk 0.0003 15.2 334 0.001 Up: ST -160 55 20 0.013 O.00O 4 Rect 4.8 10 0.0 0.001 Presize 464 24.2 0.351 0.449 ---Duct Name: SR -280, Supplies: great Room, Fittings: 2-1,4-G, 8 -A2,8 -A2, Effective Length: 110.4 Runout 0,0003 7 243 0.006 Up. ST -280 55 5.4 0.016 0.012 Rnd 35.8 7.7 74.6 0.018 Presize 65 65.7 0.333 0.467 r ---duct Name: ST -290, Feeds Into: Unf basement, Effective Length: 0.8 Trunk 0,0003 15.2 287 0.000 Up: ST -280 55 20 0.010 0.000 Rect O.8 10 0.0 0.000 1 Presize 399 4.2 0.351 0.449 ---Duct Name- SR -290, Supplies: Great Roam, Fittings: 2-1,4-G, 8 -A2,8 -A2, Effective Length: 113.1 Runout 0.0003 7 243 0:007 1 Up: ST -340 55 5.4 0.016 0.011 Rnd 45.8 7.7 67.3 0.018 Presize w 65 84 0.332 0,468 YA ...\Plan 5062,rhv Tuesday, February 18, 2014, 3:19 PM --Duct Name. ST -300, Feeds Into: Unt basement, Effective Length.. 3.2 Trunk 0.0003 15.2 220 0.000 Y Up. ST -340 55 20 0.006 0.000 I Rect 3.2 10 0.0 0.000 Presize 306 15.3 0.350 0.450 ; --- Duct Name. SR -300, Supplies. Laundry, Fittings. -1, 4-G, Effective Length. 36.7 i Runout 0.0003 4 332 0.003 Up. ST -200 126 3.1 0.051 0.016 Rnd 5.8 4.4 30.3 0.019 p(Y Presize - 29 6.1 .0.334 0.466 ---Duct Name. ST -31O, Feeds Into. Unf basement, Effective Length.. 7.2 Trunk 0.0003 12.0 270 0.001 Up, T-200 55 14 01.011 0.{700 Rct 7.2 10 0.0 0.001 I Presize 271 28.7 0.352 0.448 ---Duct Name. SR -310, Supplies: Lath 2, Fitting. 4-G, Effective Length. 10.2 Runout 0.0003 3 61 0.000 Up; ST -1705 2.4 0.005 0.000 Rnd 3.7 3.3 6.5, 0.000 Presize 3 2.9 0.353 0.447 ---Duct Name. ST -32O, Feeds Into. Unf basement, Effective Length: 1. } Trunk 0.0003 15.2 297 0»000 Up, ST -170 128 20 0.009 0.000 1 Ret 1.3 10 0.0 0.000 Presize 412 6.7 0.354 0.446 ---Duct Name. SR -320, Supplies. PDR, Fittings. 2-1,4-G, Effective Length. 21.2 Runout 01.0003 3 61 0x000 Up. T-230 55 2.4 0.005 0.001 Rnd - 6.5 3.3 14.7 0.001 Presize 3 5.1 0.350 0.450 --Duct Name. ST -330, Feeds into. Unf basement, Effective Length. 5.8 E Trunk 0.0003 9.8 299 0.001 Up: ST -230 128 8 0.015 0.000 Rech 5.8 10 0.0 0.001 Presize 166 17.5 0.350 0.450 t --Duct Dame: SR -330, Supplies: Rec Room, Fittings. 2 -1,4 -AD, 8-A2, 6-A2, Effective Length: 109.5 I Runout 0.0003 7 172 0.003 Up: ST -150 128 5.4 0.008 0.005 Rnd 41.01 7.7 68.5 0.009 Presize 46 75.1 0.342 0.458 I YA ...\Plan 5O62.rhv Tuesday, February 18, 2014, 3:19 P YA ..APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -Duct Name: ST -340, Feeds Into* Unf basement, Effective Length: 0. I Trunk 0.0003 15.2 267 0.000 ' Up: ST -150 55 20 0.008 0.000 Rect 0.8 10 0.0 0.000 Presize 371 4.2 0.351 0.449 ---Duct Name: SR -340, Supplies: Rec Room, Fittings: 2 -1,4 -AD, Effective 'Length: 35.3 t Runout 0.0003 7 172 0.003 ` Up: T-260 120 5.4 0.005 0.004 Rnd 31.7 7.7 53.7 0.007 Presize 46 58 0.:347 0.453 r ---Duct Name: ST -350, Feeds Into: Unf basement, Effective Length: 6.3 Trunk 0.0003 15.2 433 0.00 , 3 Up: ST -260 55 20 0.020 0.000 Rect 6.3 10 0.0 0.001 Presize 602 31.7 0.352 0.446 E --Duct Name: SR -350, Supplies: Bath 4, Fittings: 2-1, 4 -AD, Effective Length: 28.5 f Runout 0.0003 3 122 0.001 U: ST -250 128 2.4 0.013 {3.002 Rnd 11.2 3.3 17.3 0.001 Presize 6 8.8 0.348 0.452 . ---Duct Name: ST -360, Feeds Into: Unf basement, Effective Length: 3.3 Trunk 0.0003 12.9 256 0.000 Up: ST -250 55 14 0.009 0,000 r Rect 3.3 10 0.0 0.000 Presize 249 13.3 0.352 0.448 `--Duct Name: SR -360, Supplies: BR 4, Fittings: 2 -1,4 -AD, Effective Length: 55.7 I Runout 0.0003 6 112 0.001 Up: ST -240 128 4.7 0.005 0.002 Rnd 19.2 6.6 36.5 0.003 Presize 22 30.1 0349 0.451 ---Duct Name: ST -370, Feeds Into: Unf basement, Effective Length: 1 «5 Trunk 0.0003 12.9 190 0:000 } Up: ST -240 128 14 0.005 0.000 f Rect 1.5 10 0.0 0.000 Presize 185 6 0.351 0.449 .-®Duct Name: SR -370, Supplies: Unf basement, Fittings: 2-1, 4 -AD, Effective Length: 72,4 Runout 0.0003 6 357 0.006 l Up: ST -330 128 4.7 0.035 0.019 Rnd 16.2 6.6 56.2 0.025 I Presize 70 25.4 0.325 0:475 1 4 YA ..APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM --- Duct Name. T-380, Feeds Into: Unt basement, Effective Length: 1.7 1,288 Main trunk airflow: Trunk 0.0003 9.8 223 0.000 Up: ST -330 55 8 0.010 0.000 Rect 1.7 10 0.0 0.000 Presize 124 5 0.350 0.450 ---duct Name. SR -380, Supplies: Unf basement, Fittings: 2 -1,4 -AD, Effective Length: 60.6' Runout 0.0003 6 357 0.004 Up: ST -140 128 4.7 0.035 0.017 Fend 11.7 6,6 48.9 0.021 Presize 70 18.3 0,329 0.471 ---!Duct Name: ST -390, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 12.0 113 Up: ST -140 55 14 0.002 Elect 1.8 10 0.0 Presize 110 7.3 0.350 ---Duct Name. SR -390, Supplies: Unf basement, Pittings. 2--I, 4 -AD, Effective Length: 67..1 Runout 0.0003 6 357 Up: ST -320 128 4.7 0.035 Rnd 14,51. , 6.6 52.6 Presize 70 22,8 0.330 ---Duct Name:`ST-400, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 15.2 261 0.000 Up: ST -320 55 20 0,008 0.000 Rect 1.8 10 0.0 0.000 Presize 362 9.2 _ 0,354 0,446 t Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: Total runout outlet airflow: 1,288 Main trunk airflow: 1,098 Largest trunk diameter: 18.6 SMT -100 Largest runout diameter: 8 SR -260 YA ..APlan 5062,rhv < Tuesday, February 18, 2014, 3:19 PM S-mallest trunk diameter: 8.7 ST -130 Smallest runout diameter: 3 ' S1-1303 Supply fan external static pressure: 0.800 Supply fan device pressure lasses: 0.300 Supply fan static pressure available: 0.500 Runout maximum cumulative static pressure less: 0.475 " SR -370 Return lass added to supply: 0.113'' Total effective length of return ( ft.): 472.7 Lowy Total effective length of supply ( ft.): 2618.9 R-370 Overall total effective length ( ft.): 741.7 Love to SR -370 Design overall friction rate per 100 ft.: 0.067 (Available SP x 100 / TFL) Systems duct surface area.. (No Scenario): 1279.1 Total system duct surface area: 1279.1 PKIRTO-.�� Tuesday, February 18, 2014, 3:19 PM ---Duct Name: RMT -100, Feeds From: Unf basement, Fittings. 5-141 S -L, Effective Length: 258.2 Trunk 0.0003 18.6 515 O.00O Up: Fan 75 25 0.029 0.075 I Rect 0.5 12 257.7 0.075 i Presize 1,255 3.1 -0.038 0.113 ; ---Duct Name; RT -1 10, needs From: Unf basement, Effective Length: 0. Trunk 0.0003 18.5 345 0.000 , Up: RMT -100 75 25 0.010 0.000 i Rect 0.5 12 0.0 0.000 r Presize _ 71,8 3.1 `0.037 0.030 ---Duct Name: RT -120, Feeds From: Unf basement, Effective Length: 2.7 Trunk 0.0003 12.0 369 0.000 ,1 Up: RT -140 75 14 0.017 0.000 Rect 2.7 10 0.0 O.t O Presize 350 10.7 4037 0.020 ---Duct Name: RT -1 Feeds From: Unf basement, Effective Length: 2:7 Trunk 0.0003 12.0 369 0.000 Up. RT^110 75 14 0.017 0,000 Rech 2.7 10 0.0 OMO Presize _ 359 10.7 0.037 0.030 «--Duct Name: RT -140, Feeds From: Unf basement, Effective Length: 1.2 Trunk 0.0003 18.6 172 0.000 Up: RT -110 75 25 0.003 0.000 ! Rect 1,2 12 0.0 0.000 Presize 359 7.2 -0.037 0.030 ---Duct Name: RT -150, Feeds From. Unf basement, Effective Lengths: 1.0 Trunk 0.0003 18.8 274 0.000 Up: RMT -100 75 25 0.007 0.000 Rect 1.0 12 0.0 0.000 6 Presize 570 6.2 -0.037 0.112 S -..Duct Name: RT -160, Feeds From:: Unf basement, Effective Length: 12.8 Trunk 0.0003 10 616 0.007 1 Up: RT -150 75 7.8 0.052 0.000 Rnd 12.8 10.9 0.0 0.007 Presize 336 33.6 _0.031 0,106 --Duct Name: High, Returns From: Kitchen/Nook, Fittings: 6.18, 6-H, 8-83C, Effective Length: 169.9 Runout 0.0003 12.9 3690.000 Up: RT -120 75 14 0.017 0.029 Rect 0.5 10 169.4 0.029 Presize 359 2 -0.008 0.029 YA ..APlan 5062.rhv Tuesday, February 18, 2014, 3:19 PM ---Duct Name. Low, Returns From: Kitchen/Nook, Fittings: 6-13, 6- 8-83C, Effective Length: 170.0 Runout 0.0003 12.9 369 0.000 Up: RT -130 75 14 6.017 0.029 Rect 0.6 10 169.4 0.029 I Presize 359 2.4 -0.008 0.029 I --- Duct Name. RT -170, Feeds From* Unf basement, Effective Length: 5.7 Trunk 0.0003 9.8 421 0.002 Up: RT -150 75 8 0.031 0.000 Rect 5.7 10 0.0 0.002 Presize 234 17 W0.036 0.027 j €� --- Duct Name: RT -180, Feeds From: Unf basement, Effective Length: 6.7 Trunk 0.0003 9.8 421 0.002 Up: RT -170 75 8 0.031 0.000 Ret 6.7 10 11.0 0.002 � Presize 234 20 `0.034 0.025 ---Duct Name: Lava, Returns From: Rec Room, Fittings: 6-C, 6-G, 8-A2, Effective Length: 200.7 a Runout 0.0003 12.9 346 0.000 Up; RT -160 75 14 0.015 0.031 i Rect 0.5 10 200.2 0.031 Presize 336 2 0.000 0.031 ---Duct Name. Mstr High, Returns From. 9€ Master RR, Fittings. 6-C, 6-G, 12.5, Effective Length: 37.8 Runout 0.0003 7 292 0.000 Lip: RT -180 75 5.4 0.022 0.008 Rnd 0.3 77 37.6 0.008 Presize 78 0.6 -0.026 0.008 ; ---Duct Name: RT -198, Feeds From: Unf basement, Effective Length: 1.5 s Trunk 0.0003 9.8 281 0.000 Up: RT -180 75 8 0.015 0.000 Rect 1.5 10 0.0 0.000 Presize 156 4.5 -0.033 0.025 ---Duct Name. Mstr High, Returns From: Master BR, Fittings: -C, 6-G, 12-5, Effective Length* 68.9 Runout 0.0003 7 292 0.000 ? Up: RT -190 75 5.4 0.022 0.011 Rnd 0.3 7.7 50.5 0.011 Presize 78 0.6 -0.023 0.011 ---Duct Name. RT -200, Feeds From: Un# basement, Effective Length: 1.8 { Trunk 0.0003 9.8 140 0.000 Up: RT -190 75 8 0.004 0.000 Rett 1.0 10 0.0 0.000 Presize 78 3 •0.033 0.025 YA ...\Pian 5062.rhv Tuesday, February 18, 2014, 3:19 PM --- Duct Name: M tr Low, Returns From: Master RR, Fittings: 6-C, 6-G, 12-S, Effective Length: iii . Runout 0.0003 7 292 0 000 Up: RT -200 ` 75 5,4 0.022 0.023 Rnd 9.7 7.7 1055 0.023 Pr size 78 1.2 0.011 9.323 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. ` INUI! V"If iii WILIVU t! ul lm 9.. ! 1 Numberofactive runouts:. 6: Total runout outlet airflow; 1,288 Main trunk airflow: 1,288 Largest trunk diameter: 18.6 RMT -199 Largest runout diameter: 12.9>, High Smallest trunk diameter: 9.8 RT -170 Smallest runout diameter: 7 Mstr Nigh Runout maximum cumulative static pressure loss: {3.681 Low $ Return loss added to supply: 0.113 Total effective length of return ( ft.): 472.7 Low System duct surface area (No Scenario): 127,8 [ Total system duct surface area: 127:8 Calculationsperformed per ACCAManual J 8th Edition,# 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:\ ..x\Plan 5062.rhv Tuesday, February 18, 2614, 3:.19 PM R6.2 Door: poor -U=.161 24 267 0 85 85 151315-0w-9: Wall- 903.2 3,115 0 39 39 Basement R11-9: Wall -Basement, Custom, R-11 1828.3 6,641 0 89 89 Basement wall 12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, 2140.9 9,604 0 1,574 1,574 no board insulation, siding finish, wood studs 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 2757.5 4,947 0 3,295 3,295 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 stab, any thickness, 2 2749.9 3,795 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide Subtotals for structure: 38,242 0 17,895 17,895 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 n Ductwork: 0 0 0 0 Infiltration: Winter CFM: 132, Summer CFM: 132 8,188 -2,865 1,897 -968 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0, Humidification (Winter) 4.90 gal/day: 1,797 0 0 0 ASD Excursion: .... ....... ..... 0 0 2,441 ...... . ........ 2,441 Total Building Load Totals: 48,227 -1,865 24,583 22,718 Total Building Supply CFM: 1,100 CFM Per Square ft.: pSp 0.200 Square ft. of Room Area: 5,507 Square ft, Per Ton: 2,90 Volume (W) of Cond. Space: 53,005 I Total HeatNng Required including Vntilatlon Air::. 48}227 Btuh 48.227 MSH ` Total Sensible Cain: 24,583 Btuh 190 �l� Total Latent Gain: -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based On Sensible + Latent) ffhv-aCi�-'an-AC-C-A--a--p-p--ro--v-e-d -Manual J and Manual D computer program. performed Per ACCA Manual J 8th Edition, Version 2, and ACCA manual D. Calculations are 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 manutacturer's performance I data at your design conditions. I Y:\ . . \Plan 5062. rhv Tuesday, February 18, 2014, 3:19 PM Atrium: Glazing -.31/,33, u -value 0.31, SHGC 0.33 437 9,347 Rear Entry Door: Door -R=2.8 21.4 526 R6.2 Door: Door -U= ..161 24 267 16815 -Ow -9, Wall- 9012 3,115 Basement R11-9. Wall -Basement, Custom, R-11 1828.3 6,641 Basement wall 1,574 1,574 12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud cavity, 2140.9 9,604 no board insulation, siding finish, wood studs 0 0 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 2757.5 4,947 Floor {also use for Knee Walls and Partition Ceilings), 1,150 2,150 Vented Attic, No Radiant Barrier, Dark Asphalt 1,200 1,200 Shingles or Dark Metal, Tar and Gravel or Membrane, 0 0 R-38 insulation 0 0 21 A-32: Floor -Basement, Concrete stab, any thickness, 2 2749.9 3,795 or more feet below grade, no insulation below floor, 0 0 any floor cover, shortest side of floor slab is 3' wide 0 Subtotals for structure: 2,441 38,242 People: 5 22,718 1 Equipment: Lighting: 0 Ductwork: 0 Infiltration: Winter,CFM: 132, Summer CFM: 132 8,1'88 Ventilation: Winter CFM: 0, Summer CFM: 0 0 Humidification (Winter) 4.90 gal/day 1,797 AED Excursion:0 ..... ... . . .. .... ......... . System I Whore blouse System Load Totals 43,2127 z5upply Square ft. of Room Area: Volume UP) fitond. I '',?,ce: 1,100 CFM Per Square ft., 5,507 Square ft, Per Ton: 53,005 0 12,645 12,645 1 0 168 168 0 85 85 0 39 39 0 89 89 0 1,574 1,574 0 3,295 3,295 0 0 0 0 17,895 17,895 1,000 1,150 2,150 0 1,200 1,200 0 0 0 0 0 -2,865 1,897 -968 0 0 0 0 0 0 2,441 2,441 -1,865 24,583 22,718 1 RM Total Heating Required Including Ventilation Air- 48,227 Btuh 48.227 MBH Total Sensible Gain: 24,583 Btuh 100 % Total Latent Gain: -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved-glanual J and ffianual 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 manufacturers performance data at your design conditions. Y:\ ..\Plan 5062,rhv Tuesday, February 18, 2014, 3:19 PM __ Gaoling System Type: '' Standard Air Conditioner Outdoor Model. CA13NA436""(A,B) Indoor Model. CNPV*4221AL*+TDR Tradename: 13 SEER PIRON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 6395466 Nominal Capacity: 33444 Efficiency: 13 SEER } t Heating 1 System Type: Natural Gas Furnace Model: 59SUB464S21--24 Tradename: Carver Manufacturer: CARRIER CORPORATION Description; Natural Gas or Propane Furnace Capacity. 75499 Efficiency: 92;1 AFUE i E f Y:\ ...\Plan 5 62,rhv Tuesday, February 18, 2414, 3;19 P Room Length: 839.1 t. System Number: 1 f Room Width: 1.0 Vit. Zone Number: 1 I Area: 839.0 sq.ft. Supply Air: 91 CFM Ceiling Height- 10.2 ft. Supply Air Changes: 0.6 AC/hr €, Volume:.. 8,530.0 cu.ft. ; Req. Vent. Clg: 0 CFM Number of Registers: 2 SW -(FIs -Atrium shgc-0.33 O%S Actual Winter Vent.: 0 CFM 342 30.8 0 Percent of Supply.: 0 % 0.020 _. _1.4 _ 1,158 Actual Summer Vent.: 0 CFM Subtotals for Structure. Percent of Supply: 0 % 0 935 s Infil.: Win.: 4.1, Sum.. 4.1 Actual Winter Infil.: 4 CFM 256 0.657 -90 Actual Summer Infil.: 4 CFM 10.2 SE -Wail -15B15 -Ow -9 14.4 X 145 0.047 3.6 523 0.1 0 10 10.2 SW -Wall -15815-0w-9 17 X 102 155.9 0.047 3.3 522 0.0 0 3 NW -C ls-Atrium sh e-0. 3 Q% a 15 0310 21.4 342 25.6 4 409 1 SW -(FIs -Atrium shgc-0.33 O%S 16 0.310 21.4 342 30.8 0 492 Floor -21A-32 1 X 839tt 1. _ 839..1 0.020 _. _1.4 _ 1,158 0.0? 0 Subtotals for Structure. 4,326 0 935 s Infil.: Win.: 4.1, Sum.. 4.1 90 2.853 256 0.657 -90 59 AI3 Excursion _,. _.... _._.__................_ __ .,...._,.. . .._... ,....,_...... ..,,.,.,...., ., ,,,...,. ., _.. ._..._.. ,,........_._, ..,...._ ..,__._�,. ,...,, ....... ,.. ,. _ ....... ......,... ,,...:._.....--- ......,11_0,_ j Room Totals.. 4,582 -90 1,104 r 1 i 2 i i t f t s 1 E i s z t e::i ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 5.3 ft. System Number: Room Width: 9.7 ft. Zone Number: Area: 52.0 sq.ft. Supply Air. Ceiling Height. 10.2 ft. Supply Air Changes: Volume: 524.0 cu.ft. Rett. Vent. Clg: Number of Registers: 1 Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.; Percent of Supply: Actual Winter Infil.. Actual Summer Inf l.:. � F e.._ m0---q .... . Subtotals for2Structure;' CFM 0.6 AC/hr 0 CFM 0 CFM 0 % CFM 0 % 0 CFM 0 CFM . .. �. , __.� �.. ,i7 i? i�_� a . m . `... , . _ _ . 1 � .._.. e.._ m0---q .... . Subtotals for2Structure;' 265 0 4 Infil.: Win.: 0.3, Sum.. 0.3 7 2.321 19 0.615 -7 4� AFC Excursion: 1 Room Totals: 284 _7 9 I 1 i i I I } } r'.\ .,.\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length:; Room Width: Area: Ceiling Height: Volume: Number of registers: 14.7 ft. System Number, 13.3 ft. Zone Number: 196.0 sq.ft, Supply Air: 10.2 ft. Supply Air Changes: 1,988.0 cuft Req. Vent. Clg: 1 0 Actual Winter Vent.: 1 CPM Percent of Supply.: CFM Actual Summer Vent.: Room Totals: 1,100 Percent of Supply: 469 I t 3 F i j by E Actual Winter Infil.: Actual Summer Infil.: 1 1 22 CFM 0.7 AC/hr 0 CFM 0 CFM Subtotals for Structure: % 0 CFM 0 % 1 CPM 1 CFM 10.2 NW -GIs -Atrium shgc-0.:33 0%S 16 0.310 21.4 342 25.6 0 409 Floor -21A-32 1 X 195.6 195.6 0.020 1.4 270 0.0 0 0 Subtotals for Structure: 1 040 0 410 Infil.: Win.: 0., aura.. 0.8 18 2.849 51 0.670 -18 1 AEC Excursion Room Totals: 1,100 -18 469 I t 3 F i j by E \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 1,663.8 ft. System Number. 1 Room Width. 1.0 ft. Zone Number, 1 Area, 1,664.0 sq.ft. Supply Air. 211 CFM Ceiling Height. 10.2 ft. Supply Air Changes, 0.7 AC/hr Volume. 16,915.6 cu.ft. Req. dent. Clg. 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.: 10 CFM Actual Summer Infil.: 10 CFM NW -Wall -Basement R11-9 12,7 12£3.9 0.051 3.7 47'2 0.1 0 9 8 10.2 NE -Wall -Basement R11-9 12.5 127.1 0.051 3.7 465 0.1 0 10.2 SE -Wali -Basement R11-9 5 X 50.8 0.051 3.7 186 0.1 0 3 10.2 NE -Wall -Basement R11-9 8.3 X 84.7 0.051 3.7 319 0.1 0 10.2 SE -Wall -Basement R11-9 20 X 203.4 8.651 3.7 744 0.1 0" 12 10.2 NE -Wall -Basement R11-9 29 X 294.9 0.051 3.7 1,079 0.1 0 18 I 10.2 SE -Wall -Basement R11-9 48.8 474.8 0.051 3.6 1,705 0.0 0 14 X 10.2 # SW -Wall -Basement R11-9 18 X 167.1 0.051 3.6 595 0.0 0 3 I I 10,2 I NW -Wall -Basement R11-9 14.3 1457 0.051 3.7 533 0.1 0 9 X 10.2 SW -Wall -Basement R11-9 14.8 150.8 0.051 3.7 552 0,1 0 9 } 10.2 SE -Eels -Atrium shgc-0.33 O%S 16 0.310 21.4 342 30.8 0 492 SE -Cls -Atrium shgc-0.33 O%S 16 0.310 21.4 342 30.8 0 492 -Cls-Atrium shgc-0.33 0%S 16 0.310 21.4 342 30.8 0 492 Floor -21A-32_.._ 8 1663, 3 f?.020 1 - _ _ 2,2961-1 _ -. 0.0 _ t? _M . _ _ _ 0 I Subtotals for Structure:b 9,963 0 1,565 Infil.: Win.: 10.4, Sum.: 10.4 225 2.856 643 0.662 -225 149 AED Excursion:189 i Room Totals: 10,606 -225 1,903 Y:\...\Pian 5062.rhv Tuesday, February 18, 2014, 3.19 PM Room Length: 14.3 ft. System Number: 1 0.7 Room Width: 17.2 ft. Zane dumber: 1 4.5 Area.: 246.0 sq.ft. Supply Air: 129 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.5 AC/hr Volume. 2,235.0 cu.ft. Req. gent. Ig: 0 CFM h Number of Registers: 2 SW -Cls -Atrium hgc-0x33 O%S Actual Winter Vent.: 0 CFM 535 301 0 Percent of Supply.: 0 % 1 0.026 _ . 1.8 .. _ _. 441...` Actual Summer Vent.: 0 CPM i Subtotals for Structure. Percent of Supply: 0 % 0 2,100 9 Infil.. Win.: 19.2, Surn.: 19.2 Actual Winter Infil.: 19 CPM 1,189 0.663 416 Actual Summer Infil..: 19 C CFM k SE-Wall-12F-Osw 14.3 X 9.1 130.1 0,065 4.5 584 0.7 0 96 SW-Wall-12F-Osw 17.2 X 9.1 105.9 0.065 4.5 475 0.7 0 78 ; SW -CSIs -Atrium shgc-0.33 O%S 12.5 0.310 21.4 267 30.7 0 384 E SW- l -Atrium shgc-0.33 O%S 12.5 0.310 21.4 267 30.7 0 384 " SW -Cls -Atrium hgc-0x33 O%S 25 0.310 21.4 535 301 0 768 l.f P-Ceil 165 38 246.1 wX 1 _._ _. _ 246A 0.026 _ . 1.8 .. _ _. 441...` . 0..__ Subtotals for Structure. 3,153 0 2,100 9 Infil.. Win.: 19.2, Surn.: 19.2 416 2.857 1,189 0.663 416 276 AED Excursion 287 People 200 .laPt/oer, 230 senlper mm . ...........,_ .. _,. w __.. 200 .. _..230 , Room Totals. 4,342 -216 2,893 Y:1 ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 484.3 ft. System Number: ' 1 Room Width: 1.0 ft. Zone Number: 1 Area: 484.0 sq.ft. Supply Air: 227 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.1 AC/hr Volume: ` 4,809.0 cu.ft. Reel. Vent. Clg: 0 CFM + Number of Registers: 2 Actual Winter Vent.: 0 CFM ? percent of Supply.: 0 % 1 Actual Summer Vent.: 0 CFM Percent of Supply: 0 % f Actual Winter lnfl.: 13 CFM l Actual Summer lnfil.: 13 CFM NW-Wall-12F- sw 15.5 X 9.1 140.7 0.06 4.5 6 1 O.7' O 1113 i SW-Wall-I2l=-Osw 14.9 X 9.1 54.8 0.065 4.5 246 0.7 0 40 SW-GIs-Atrium shgc-0.33 O%S 80 0.310 21.4 1,711 30.7; 0 2,459 Up-Ceil-16B- 8 484.3 X 1 484.3 0.026 1.8 _ 869 1. _ 0 _ 7 Subtotals for Structure. 3,457 0 3,181 lnfil... Wen.: 12.7, Sura... 12.7 276 2.856 787 0.664 -275 183 A Dxcuyrsion: 5{f0��j3 Equip Vy,__ ..., 1 jy i Room Totals. 4,244 -275 5,067 4 { tit 4 Y.\ ...\plan 5062,rhv Tuesday, February 18, 2014, 3.19 PM Room Length: 12.3 ft. System Number: Room Width 14.0 ft. ;done Number: Area: 173.0 sq.ff: Supply Air: Ceiling Height: 9.1 .ft. Supply Air Changes: I Volume; 1,500.0 cu.ft. Req, Vent. Clg: k Number of Registers: 1 -112 Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.:. Percent of Supply:. Actual Winter Infil.: Actual ;summer Infil.:. NW-Gls-Atrium srigc-0.33 0% 20 0.310 21.4 428 25,5 0 51 43 CFM 1.8 AC/hr 0 CFM 0 CFM 0 % 0 til=tv 0 % 5 CFM 5 CFM NW-Gls-Atrium srigc-0.33 0% 20 0.310 21.4 428 25,5 0 51 P-Ceil-1 E3-38 172.7 X 1 172=_7 _ _ 0.028m 1.8 . 310 1.2 0 207 Subtotals for Structure: 1,150 0 785 Infil.. Win.. 5.2, Sum.. 5.2 112 2.858 320 0.881 -112 74 AF19 Excursion. 9 Room Totals. 1,470 -112 955 t t ti FF 1 ti -.\ ...\Plan 5052.rhv Tuesday, February 18, 2014, 3:19 PM Roam Length:: 306.4 ft. System Number: 1 Room Width: ` 1.0 ;ft. Zone dumber: 1 Area,: 306.0 sq ft. Supply Air: 100 CFM I Ceiling Height: 9.1 ft. Supply Air Changes: 3.6 AC/hr Volume: 2,783.0 cu.ft. Reg. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % i Actual Winter Infil.: 19 CFM Actual Summer Infil.: 19 CFM W`WaII-12F0sw 14.3 X 9.1' 109.8 0.085. '"4.5 492 0.7 O F 81 SE -Wall -1 2F-Osw 14.3 X 9.1 130.1 0.065 4.5 584 0.7 0 9 € SWWWall-12F-Osw 18 X 9.1 108.4 0,065 4.5 486 0.7 0 80 NW`Cis-Atrium hgc-0.33 O%S 20 0.310 21.4 428 25.6 0 511 1 SW -GIs -Atrium shgc-0.33 O%S 15 0.310 21.4 321 30.7 0 461 1 S -Cis -Atrium shgc-0.33 O%S 15 0.310 21.4 321 30.7 0 461 SW -GIs -Atrium hgc-0.33 O%S 25 0.310 21.4 535 30.7 0 768 � ESP it 1 8 38 306.4 X 1 306.4 0.026 1.8 . _ 550 _ � 1.2 0 366 Subtotals for Structure: 3,717 0 2,824 1 Infil.: Win.: 19.5, Sum.: 19.5 423 2.856 1,209 0.661 -423 280 AE3 Excursion: 368 People: 200 l t/per, 235 sen/per _ �1 . _ _ _ . _ ... 200 . 0 Room Totals: 1 4,926 -223 3,702 3 1 y( } j �, ...m..„ .r._,._...,, ._.... ...m_ .............. .a... M...<.,.e........«_,..._a..e......._,....,_. .,._..,._.............,...,.. .,. .m.,,.,w., ..,...,..,.....,..........,e,....,.,............._.A.....,.,..._.._.,.,.... .,_.,..._.,..,..,.«.. .e..,....»....:e.,.,............._...»,.,,�.._...e...>..a,....._._...,.... .w,...e.. \ ...\Plan 5062.rhv Tuesday, February18, 2014, 3:19 PM t.rdit4UIdUvI I IVIVU . mg. at i; Y. occurrences: 1 Room Length: 3.5 ft. System Number: 1 Room Width: 5.5 ft. Zane Number: 1 Area: 19.0 sq.ft. ' Supply Air: 5 CFM 1 Ceiling Height: 9.1 ft. :supply Air Changes: 1.8 AC/hr Volume: 175.3 cu.ft. Reef. 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.: 1 CFM j I Actual Summer Infil.: 1 CFM �SE-Wall- �12F-�O 3.5�X9.1 31.8 "0,06 ,5 113 0.7 �O�23 UP Ceil_r1.613_8819.2 X 1" _ 19.2 M6 1� , . . 35 w . Subtotals for Structure: 173 0 _ 46 Infil.: Win.: 1., Sum.: 1.5 32 2.863 91 0.661 -32 21 AFLJ Excursion: 7 t Roam Totals: 250 -32 74 s s i i i f { E 1 E i 1 z 1 i I Z i P I i �:1...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 291.2 'ft. System Number: 1 Roam Width: 1.0 ft. ;done Number: 1 3 Area: 291.0 sq.ft. Supply Air: 49 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.1 AC/hr Volume: 2,645.01 cu.ft. Req. Vent. Clg: 9 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 9 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM 3 S-Wall-12FYfts 13 X 9.1 SF -tats -Atrium shgc- t.33 O%S 1 C?2 8 g.gC 4»5 458 6.319 21.4 171 t.7 X8 fi 6 3 75 245 1 SF -GIs -Atrium hgc-0.33 6%S 8 0.310 21.4 171 30.8 9 246 UP-Cei1-1613-38 291.2 X 1 291.2 0.026 _ m 1.8 _ 522 1. _ ._, 0.. A 348 Subtotals for Structure: 1,322 9 915 Infil.: Win.: 5.4, Sura.: 5.4 118 2.855 337 0.661 -118 78 AED Excursion-. ,. _ _ _. _ _ .. , ._ _ ._ _ s. _� _ �_� _ �. �_ 109 Room Totals: 1,659 -118 1,1012 , r i i 3 i f i Y:i ...\Plan 5 62.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 7.3 ft. System Number: 1 { Room Width: 12.7 ft. Zane Number: 1 Area: 93.0 sq.ft. Supply Air: 13 CFM Ceiling Height. 9.1 ft. Supply Air Changes. 0.9 AC/hr Volume. 844,0 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.: 3 CFM �SE-Wa�11-12F-�Osw �X9. Actual Summer Infil.: �0.0�65�4.5�200 3 CFM �O�49� j E 7. U -Cell-1613-38 92.9 X 1 ' _,,..,.. ..... ,_.., 66.E , ...._. 92.9 0.7 0.026 1.8 167 1;2 0 ......... f 111 ... ._. Subtotals for Structure: 466 0 160 Infil.: Win.: 3 1, Sum.: 3.1 67 2.866 190 0.661 -67 44 AED Excursion: m . A _a _ .... .... e...._--. 22 Roam Totals: 666 -67 226 r x r i i I ► :\ ..,\Plan 6062.rhv Tuesday, February 18, 2014, 3.19 PM Calculation Mode: � Htg. & c1g. Occurrences: 1 Room Length: 195.8 ft. System Number: 1 E Room Width: 1.0 ft. Zone Number: 1 Area: 196.0 sq.ft. Supply Air: 70 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,778.0 cu.ft. Req. Vent. lg. 0 CFM Number of Registers: 2 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 NE-Wa11-12F-0sw 16,5 X 9.1 149.8 C?.ilf> 4. i2 i1.7' C) 110 € SE-Wall-12FWOsw 11.5 X 9.1 84.4 OM5 4.5 378 O} 0 62 SE -Cls -Atrium hgc-0.33 O%S 20 0.310 21.4 428 30.8 0 615 UP-Ceil-16S-38 195.8 X 1 e, _ 105.8 0.028_rt w 1•8 .. 351 n 1.2 e 0 e 234 Subtotals for Structure. 1,830 0 1,021 Infil.. Win.. 11.7, Sum.. 11.7 254 2.856 726 0,661 -254 168 AFD Excursion. 156 i' cp1 l Vp r, 0s niper__.w.��,......e.. .._ _a_.... _� �.:._ �.. :_a. .,.4 .....w.. ,. .__.�._ _.,.:2C)0_..._„�� 0 Room Totals: I 5 2,556 -4 1,575 I i i I 3 I I I I i :\ ...\Plan 506,rhv Tuesday, February' 18, 2014, 3:19 PM # Room Length: 8.3 ft. System Number 1 Rohm Width. 5.3 ft. Zone Number: 1 € Area: 44.0 sq.ft. Supply Air. 3 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.4 AC/hr Volume: 403.0 cu.fta Reef. Vent. Clg: 0 CFM Dumber sof Registers: 1 Actual Winter tient.:: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 0 CFM { I Actual Summer lnfil.: 0 CFM z s �UP-Ce116P-�il-�3844.4 4,4 0.0261.8 �e 80 1.2 0 53 Subtotals for Structure: 80 0 rz3 lnfil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AEC Excursion: 6. Rod Totals: 80 0 9 F I : s F i F { t I }} # i I # Y:t ...Oan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 7.5 ft. System Number 1 Roam Width: 12.5 ft. Zane Number: 1 Area: 94.0 sq.ft. Supply Air: 29 CFM Ceiling eight 9.1 ft. Supply Air Changes: 2.0 AC/hr Volume: 852.0 cuft Req. Vent. Clg: 0 CFM Number of Roisters: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual rummer Vent.: 0 CFM Percent of supply. 0 % Actual Winter Infil..• 5 CFM Actual Summer Infl.: 5 CFM NE -Door -Rear Entry Door 2.7 X 21.4 0.357 24.6 526 7.9 0 168 UP-Ceila16B-38 93.8 X 1_ 93.8 O.U26 _ _ _ 1,8 168111111111 1-1111-11111111 r _ 1.2 �0 � 112 Subtotals for Structure: 1,107 0 X48 Infil.: Win.: 5.2, Sum.: 5.2 114 2.855 324 0.661 -113 75 Excursion: 7 AED ._..r.__._._.. ... _.....- Room Totals: 1,431 -113 470 i t I i E I i } i t t i } t Y:\ ...!Plan 506.rhv Tuesday, February 18, 2014, 3:19 PM } Roam Length: 179.3 ft. _ System Number. 1 = Room Width: 1.0 ft. Zone Number: 1 Area: 179.0 sgxft. Supply Air. 54 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2,0 AC/hr d Volume: 1,628.0 cuxft. Reel. 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 lnfil.: 5 CFM Actual Summer lnfil.: 5 CFM y r NW -Wall -12F -O 11:7 x 9e1 �0.0�65�4.5� 0,7 Y � NW-Gis-Atrium shgc-0.33 O%S 20 0310 21.4 428 25.6 0 al l ISP-Ceil-1S-3 170.3 X 1 179.3 0.026_. 1.8 322 1.2 0 214 Subtotals for Structure: 1,136 0 768 lnfil.: Win., 4.9, Sum... 4.9 106 2.850 303 0.661 -106 70 t AFD Excursion 120 z Ppl 200 it%6r, 230 snCrer _ w .m. . _ _. _� ..w��. _ �, _ _ v �. , , 206.. ------------ 230_ boom Totals: 1,439 94 1,208 ? I x i i i l Y:\ ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 60.4 'ft. System Number: ` ` 1 Room Width: 1.0 ft. Zone Number: 1 z Area: 60.0 sq -ft. Supply Air: 19 CFM Ceiling sleight: 9.1 ft. Supply Air Changes: 2.1 AG/hr Volume: 549.0 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 i Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM s NW -Wall -12F -Oso 9.2 9;1 75.3 0.065 4.5 338' O.7 0 55 NW -Cls -Atrium shgc-0:33 O%S 8 0.310 21.4 171 25.6 0 205 UP-Ceil-16R- 8 60.4 X 1 60.4 0.026 1.8 106 1.2 0 72 ` Subtotals for Structure: 617 0 332 Infil.: Win.: 3.8, Sum.: 3.8 83 2.858 238 0.661 -83 55 AED Excursion: 43 Room Totals: 855 -83 430 i � 1 f s Y:\ ...\Plan 506 .rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 9.2 ft. System Number: 1 Room Width: 5.7 ft. Zane Number: 1 Area: 52.0 s .ft. Supply Air: 3 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.4 AC/hr Volume: 472.0 cu.ft. Reel. Vent.,Clg: 9 CFM Number of Registers. 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 9 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 0 CFM (:\ ...\Plan 5062.rhv Tuesday, February 18, 2314, 3:19 PM Room Length: 149.9 ft. System Number: Room Width: 1.0 ft. Zone Number: Area: 150.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,362.0 cuft Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.-. 12 CFM Actual Summer Infil.: 12 CFM 64 NE -Wall -1 2F-Osw 12.7 X 9.1 95 0M5 4.5 426 OY 0 70 SE -Wall- I 2F-Osw 5 X 9. 1 45,8 0.065 4.5 205 0.7 0 34 NW -GIs -Atrium shgc-0.33 O%S 20 0.310 21.4 428 25.6 0 511 NF -GIs -Atrium shgc-0.33 O%S 20 0.310 21.4 428 25,6 0 511 UP-Cei1-1613-38 149.9 X 1 149.9 ............ 0.026 1.8 269 1.2 0 ....... . .......... ... .. . ........ 179 ... .... - I Subtotals for Structure: 2,148 0 1,369 Infil.: Win.: 12.4, Sum.: 12.4 268 2.8561, 766 0.664 -268 178 AFD Excursion: 196 Pepat/ r n --je: 200,1 pe 230,.se 1 ------------- ....... .... 200 230 Room Totals: 2,914 -68 1,973 (:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 93.1 ft. System Number: 1 0,7 Room Width: 1.8 ;ft. Zone Number: 1 11.1 Area; 93.0 sq.ft. Supply Air: 38 CFM Ceiling Height: Volume: 9.1 ft. Supply Air Changes. 2.7 AC/hr s l Ceil 16S 38 93 1 1 846.0 cu.ft, Reef. Vent. Clg: 0 CFM Number of registers: 1 Subtotals for Structure: Actual Winter Vent.: 0 CFM i 1,356 _m. 0 Percent of Supply.. 9 % 2.855 527 Actual Summer Vent.: 0 CFM Ai„t Fxcur�on�_.., .... .... _..._ , _ :_.„._ ..._,_..._ .. .. ........... Percent of Supply: Q % Room Totals. Actual Winter lnfil.: 9 CFM ? _ ,..... 1,885 -184 Actual Summer (nfil.: 9 CFM i `-vvw-1 zt--osw 12 x 9:1 109 0.065 4.5 439 0,7 Ci 80 k NE -boor -R6.2 floor 3 X 8 24 03.161 11.1 267 3.5 9 85 NF -CSIs -Atrium shgc-0. 3 O%S 12 0310 21.4 257 25.5 0 307 : l Ceil 16S 38 93 1 1 93 1 026 1 8 1 ... ..__._ _._ _ _ µ. i Subtotals for Structure: 1,356 _m. 0 M 612 ' lnf l.; Win.: 8.5, Sum.: 8.5 185 2.855 527 0,661 -184 122 Ai„t Fxcur�on�_.., .... .... _..._ , _ :_.„._ ..._,_..._ .. .. ........... _. Room Totals. . , ,. _.;,._ _ ,..... 1,885 -184 ..� .,.,. 3 815 I gI s Y:\ ...1f'l n 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 276.2 ft. System Number: 1 327 Room Width: 1.0 ft. Zone dumber: 1 1 Area. 276,0 sq.ft. Supply Air: 22 CFM C Gelling Height: 9.1 ft. Supply Air Changes: 6,5 AC/hr Volume: 2,509.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CPM Percent of Supply.: 6 °lam r Actual Sumner Vent.: 9 CPM Percent of Supply: 0 % Actual Winter Infil.: 3 CFM Actual Summer lnfil:: 3 CF f t!F'-C ii 6 7f..X 1...._.. �. ..�`; 27£ ..Mat?mC}2�i...:.ry .� 1 .� _.�. 9 _. _ _ .' �, _ . `. s Subtotals for Structure: 327 0 334 lnf l.: Win.: 3.4, Sum.: 3.4 74 2.361 212 M61 -74 49 AEC} Excursion:4 .. Room Totals. 1,939 -74 431 t f } i E G i 1 ,I\ \Plan 506 .rhv Tuesday, February 16, 2614, 3:19 PM Net Required: 2.05 108%/-8% 24 583 -1,865 Actual:. 2.75 100%/0% 33,000 0 Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AMRI Reference No.: Gas Furnace U Natural ni lq " iS 2BO8 'oiU20 Carrier Natural Gas or Propane S2.1 AFUE t, • • Standard Air Conditioner ' 4" AC: ' ** 13 `* PURON °! 13 SEER 33000 33,000 Btuh 0 Btuh 6395468 Y:i ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM I Rec Room 839 4,582 91 7,7 1,104 -90 61. 91 Bath 4 52 284 6 3 9 -7 0, 6 3 BR 4 196 1,100 22 6 469 -18 26 ` 22 4 Unf basement 1,664 10,606 211 8,8,8 1,903 -225 106 211 5 Great Room 246 4,342 86 7,7 2,893 -216 161 129 6 Kitchen/Nook 484 4,244 85 8,8 5,067 -275 282 227 7 Dining 173 1,470 29 7 - 955 -112 53 43 8 Master BR 306 4,926 98 7,7,7 - 3,702 -223 206 166 WC 19 269 5 3 - 74 -32 4 5 10 Master Beth 291 1,659 33 5,5 - 1,102 -118 61 49 11 WIC 93 656 13 4 - 226 -67 13 13 12 BR 2 196 2,556 51 6,6 - 1,575 -54 88 70 13 Bath 2 44 80 2 3 - 59 0 14 Laundry 94 1,431 29 4 470 -.113 26 29 15 BR 3 179 1,439 29 7 - 1,208 94 67 54 16 Bath 3 60 855 17 4 - 430 -83. 24 19 17 PDR 52 93 2 3 69 0 4 3 18 Study 150 2,914 58 6,6 1,973 -68 110 88 19 Entry 93 1,885 38 5 - 815 -184 45 38 20 I1ell. _ 26 .e._... 1,039. _ , ...,1 _ .. r. ., 481 �' ,... 27 22 ----- -------- - - Humidification Humidificati 1,797 -- Sys em 1 total p 5,507 ...48,227 925_24,583. 1,8615._ ._ "1,367. 'x,.,1 . System 1 Main Trunk Size: 25x12 in. Velocity: 527 ft./min Loss per 100 ft.: 0.022 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsle since they can very within the room. See the Manual D Ductslze report for duct velocities and other data. Net Required: 2.05 108%/-8% 24 583 -1,865 Actual:. 2.75 100%/0% 33,000 0 Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AMRI Reference No.: Gas Furnace U Natural ni lq " iS 2BO8 'oiU20 Carrier Natural Gas or Propane S2.1 AFUE t, • • Standard Air Conditioner ' 4" AC: ' ** 13 `* PURON °! 13 SEER 33000 33,000 Btuh 0 Btuh 6395468 Y:i ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM #.. � # MIM # �. # M!' • # # ration. building ct Reports !€ System 1 Fast 1,330 23,909 9010 southeast 1,259 22,646 1350 south Zone 1.: 19,345 1800 Southwest 1,193 21,4610 2250 West 1,193 21,448 1 Rec Room *91 91 91 91 91 91 91 91 717 2 Rath 4 *6 6 6 6 6 6 6 6 3 3 RR 4 26 22 25 33 28 22 28 *33 6 4 Unf basement *211 211 211 211 211 211 211 211 6,6,6 i 5 Great Room 161 *181 140 91 131 169 145 119 7,7 i 6 Kitchen/Nock 282 *315 247 168 231 278 254 198 8,8 I 7 Dining 53 36 51 60 54 40 54 *60 7 8 baster SR 206 *211 181 138 175 194 191 159 7,7,7 9 WC *5 5 5 5 5 5 5 5 3 10 Master Rath *61 50 59 60 51 38 51 60 5,5 11 WIC *13 13 13 13 13 13 13 13 4 12 BR 2 *88 73 84 85 73 57 73 85 646 13 Rath 2 3 *3 3 3 3 3 3 3 3 I 14 Laundry *29 29 29 29 29 29 29 29 4 15 RR 3 67 51 65 72 66 52 66 *72 7 16 Rath 3 24 17 23 26 24 18 24 *26 4 17 PDR 4 *4 4 3 3 3 3 3 3 r 18 study 110 108 *112 102 110 102 105 95 6,6 19 Entry 45 *54 47 38 44 48 41 38 5 20 Nall 27 *27 26 24 24 24 24 24 5 I * Indicates highest CFM of all rotations. 450 Fast 1,330 23,909 9010 southeast 1,259 22,646 1350 south 1,076 19,345 1800 Southwest 1,193 21,4610 2250 West 1,193 21,448 2700 Northwest 1,246 22,413 3150 North 1,147 20,631 -1,865 1.61 -1,865 1.79 -1,865 1.79 l -1,865 1.87 -1,865 1.72 3 Y.\ ...\Plan 5062.rhv Tuesday, February` 18, 2014,'3:19 P Building Rotation Tonnage I t i YA ,..\Pian 5062.rhv Tuesday, February 13, 2014, 3:13 PM (A ..APlan 566 .rhv Tuesday, February 18, 2014, 3:19 PM m Building Rotation Hourly Net Gain s i ............................................. s 28,000 , F }ky.27,000f— SC .... ........ ....... ....... ... ..................... .. , .. ., ..:, .... .. ..... ...... 1C , <, .,..... � 26,090 .......... . ..... ... ....... ........................ aFP.........., ,, ..,......,..,.. ...:.... ..,......, CC � C..........: J 1 26,000 ...................«,..,<....,,....,,..... .. «.... 3p � 24,000 i.. ....... ........ .... i23,000.. ..r,..:....,.,:u.. .... ... ..........«...... I � x €i....... 22,000 ......:...... .. ......................... .:......................:.. .:........ 21,0001-11-1-11 1 �y.dr.. �.... .. .. 20,00900 . ..... ... ..... .. .... ........ ..... ..,.,, ... ...., .. .,. ..... , ...»... .. ,. 19,000. 1 � C k ' d 4r0.0.AAUU��ttfan 6GG M 4 16,0001 ... ...... .. ... ... ..... ..... .... .. .. ...... t .. .... .. .... ...............«......,..,. ,.,..».., ..,...... .., ., ,.. «..,.. 15,0001--l' ,.... .....: ,.. ,., .., .., ..,... .... .., ..,.., { . .„....--- 8 am 9 am loam 11 am 12 pm i pm 2 m 3 rn 4 m 5pm f m 7 pm { Time of clay Front door faces Northeast ...°. Frontdoorfaces East Front door faces Southeast P « Front door faces South FrontdoortacesSouthwest Frontdoorfaces West Frontdoorfaces Northwest Frontdoorfaces North 4 i i (A ..APlan 566 .rhv Tuesday, February 18, 2014, 3:19 PM Manual S, D, Standard Pacific, Fireside Plan 5062 Furnace = Carrier Madel 50SC2BO8OS21--20 (80000 BTU) Air Conditioner = Carrier Madel CA13NA036****(A,B)) (3 Ton) Evaporator Coil = Carrier Model C PV*4221AL*+TDR (3.5 Ton) « «: Number of active trunks. 31 !umber of active rano : 30 Motel runout outlet air ow: 1,21 Main trunk airflow: 1,098 Largest trunk diameter: 13.6 Int 100 Largest runout diameter: 8 SPECIFICATIONS t t t M � � '� i • ! t �e�. A" a . t't� € rRf ti" t 1 # *€'KR# t •i,l .� .dii +Pl� saw Detailed Cooling Capacities { p 'I s cs wit 2,29 S. o 124; ac ° 91.ta G 59 O ` off •5 j V . .. .. ..... ... t I i p f Vi CL iR3 'Cd C) 40, iQ . .. .. ..... ... t I i p CL iR3 'Cd C) 40, . .. .. ..... ... t I z * • NOTES OF mEt r CONCERN: * .. * LL * � t ?> —4 0 ou0 ` .. *' Q. % * 0 W GX .. SETBACK mUD DIMENSIONS - 0 m rn 0 S * 0 M u d A P « 00 c> ;�._. 00 27. 4Z Po IQ) 89`x' 48"W 13. 6' T_ ` m 6° � 22.0' T 72.0' OV MO' at 3% c� 4v 10% i c�i� t; 72.5 a II ca,. bra 70. ca OD I q �xo 90 66.6 ?. _ o C!9 + N as PD C i ,.: ox aw p. .`Q � 44.3 t!7 N 5.0 ,7t .3' c+ N) co 0 01) ria ii 7 .0' 6 - t I x d' Hca,c y r Q } •DE CX7 r- b 0-4 0 4% * • • r * .. * LL * � t ?> —4 0 ou0 .. 81- Q. % * 0 W GX .. M u d A P « 00 c> ;�._. 00 27. 4Z Po IQ) 89`x' 48"W 13. 6' T_ ` m 6° � 22.0' T 72.0' OV MO' at 3% c� 4v 10% i c�i� t; 72.5 a II ca,. bra 70. ca OD I q �xo 90 66.6 ?. _ o C!9 + N as PD C i ,.: ox aw p. .`Q � 44.3 t!7 N 5.0 ,7t .3' c+ N) co 0 01) ria ii 7 .0' 6 - t I x d' Hca,c y r Q } •DE CX7 r- b 0-4 0 4% * • • r * .. UD � t ?> —4 0 ou0 M u d A P « 00 c> ;�._. 00 27. 4Z Po IQ) 89`x' 48"W 13. 6' T_ ` m 6° � 22.0' T 72.0' OV MO' at 3% c� 4v 10% i c�i� t; 72.5 a II ca,. bra 70. ca OD I q �xo 90 66.6 ?. _ o C!9 + N as PD C i ,.: ox aw p. .`Q � 44.3 t!7 N 5.0 ,7t .3' c+ N) co 0 01) ria ii 7 .0' 6 - t I x d' Hca,c y r Q } •DE CX7 r- b 0-4 0 4% 0 r .. UD ?> —4 0 ou0 .. 81- Q. % z p 0 W GX .. A U) mUD 0 m rn 0 S 0 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