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5630 W. 38th Avenue, Unit D
i CITY OF WHEAT RIDGE Building nspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE LJ A Inspection Type: - (_', Job Address: ! > Permit Number: e.' i /` �Jt1' aL( �t�C.5a 1'r_ Ise f-, vif�,�_el - ❑ No one available for inspection: Time /V _ ®SAI MM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 7 7 / 17 Inspector: 4� DO NOT REMOVE THIS NOTICE *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that l am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that aJI, rk to- 'e performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or COFACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180. days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to 1: 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 Off Rial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 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. /9�4 11*� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge - Residential Plumbing PERMIT - 201900343 PERMIT NO: 201900343 ISSUED: 03/01/2019 JOB ADDRESS: 5630 W 38th Ave D EXPIRES: 02/29/2020 JOB DESCRIPTION: Installation of gas line for gas fireplace; 15 ft total *** CONTACTS *** ^_ OWNER (303)257-7001 VOEGTLE JILL SUB (303)466-4206 Greg Fanger & Kevin Fanger 017986 The Gas Connection *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,044.00 FEES Total Valuation 0.00 Use Tax 21.92 Permit Fee 46.90 ** TOTAL ** 68.82 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that l am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that aJI, rk to- 'e performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or COFACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180. days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to 1: 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 Off Rial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 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. /9�4 11*� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. e�cr�F City of �W heat ode COMMUNixy DEVELOPMENT Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsa_ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # 0 Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Propertv Owner skt� A VC) Phone: fib_ - PS - 707 Property Owner Email: syit- S Ea m p� � 2(n tcsljc, CCSy'1 Tenant Name (Commercial Projects Only) 04 Property Owner Mailing Address: (if different than property address) Address: es N QJJ OwyL City, State, Zip: Arch itect/Engineer:y[ Q Architect/Engineer E-mail: NA Phone: k)LA Contractor Name: _T}\t �� ��A City of Wheat Ridge License #: nt_7+(� Phone:(Q -X)(.j9 Contractor E-mail Address: -C>V) L Z 0'&'L 001� me A�)Yn _ cow For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Z1�,1 Phone: CONTACT EMAIL(please print): '�NXMI� Cc") A4,k QD S QOAVV Q JtM , Uj�y� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIALRESIDENTIAL Provide description of work: For ALL projects, 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. O b c�" "1L P-�fZ- 8 WA` � �. Sq. FULF BTUs Gallons Amps Squares For Solar: IMI # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) ML4L1.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) Signature (fust and last name): Printed Name: ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: REPRESENTATIVE),bf (OWNER)(CONTRACTOR) DATE: 6! ` l / 19 - DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: W z 0 a EA 0 0 a 1 I 1 1 1 I 1 1 1 1 1 1 t I I 1 I 1 1 I I �I , t 1 ce W Z 3 0 I I I 1 t 1 I 1 I 1 I 1 1 , 0 ce 0 W ce m LA W ce CL ►i 1 1 I I W 0 0 Z 0 0 W V) u Z N N X 3 ^ w N 1 co �r Z M 0 M 0 N O O 00 O J W LL O w m Q Ul CQ C O Ln r� U Z O U w Z O V) u W m a uia a W oC CL INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: ,&&_)Q�� ADDRESS: , jA Z JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: (�ri CSU 5y3 ADDRESS:�� �� �?7 B CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 114 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 114 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. City of Wheat Ridge `A- 201800343 Residential Solar PERMIT PERMIT NO: 201800343 ISSUED: 02/02/2018 JOB ADDRESS: 5630 W 38th AVE UNIT D EXPIRES: 02/02/2019 JOB DESCRIPTION: Remove and replace KW roof -mounted grid -tied solar PV system. *** CONTACTS *** OWNER (303)707-4422 NT PERRINS LLC SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,080.00 FEES Total Valuation 0.00 Permit Fee 125.05 , ** TOTAL ** 125.05���� *** COMMENTS *** *** 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. 'b y my signature, do her attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. 1 further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or 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 regulat of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief BuildingOfficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Solar PERMIT - 201800343 PERMIT NO: 201800343 ISSUED: 02/02/2018 JOB ADDRESS: 5630 W 38th AVE UNIT D EXPIRES: 02/02/2019 JOB DESCRIPTION: Remove and replace KW roof -mounted grid -tied solar PV system. *** CONTACTS *** OWNER (303)707-4422 NT PERRINS LLC SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD BLOCK/LOT#: / *** FEE SUMMARY *** E TED PROJECT VALUATION: 0.00 F Res Solor Review 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** 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. 1, by my signature, do hereby attest that the work to be performed s all comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, poli es 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 thi permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include ,11 entities named within this document as parties to the work to be pertormed and that all w Yo be performed is disclosed in this 6cument and/or its' accompanying approved plans and specifications. -.. Signature of,-"�OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division.9 6. The issuance or granting of 4"e,7, t shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicablecod an� rdinr regulation of this jurisdiction. Approval of work is subject to f eld inspection. . Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 j FOR OFFICE USE ONLY Date.; ja� Plan/Permit # Plan Review F 0 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5630 W 38th Ave Unit D, Wheat Ridge Property Owner (please print): Charlotte Mendez Phone: 850-320-5818 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above Citv, State Architect/Engineer: Architect/Engineer E-mail: Contract,,,. - - - - - Contractors City License r4- Contractor E-mail Address Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # IT Plumbing. W.R. City License # Phone: Phone. Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 253?Zc'��y�6/ 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 X OTHER (Describe) R&R Solar PV (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.) R&R 3 kW roof -mounted grid -tied solar PV system 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) _4080 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 1 have read and agree to abide by all conditions primed 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. CIRCLEONE: (OWNER) (CONTRACTOR) or (AL'THORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR PRINT NA!1IE: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: 2/2/2018 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ SolarCity 3055 Clear -view Way, San Mateo, CA 94402 (288)-S0L-CITY (765-2489) ; www sdarcity com August 19, 2014 Project/Job # 8024844 COVER LETTER Version #17.0 Project: Perrins Row - Lot 9 Community 5630D W 38Th Ave. Wheatridge, CO 80212 Digitally signed by Srihari Raghavan To Whom It May Concern, Date: 2014.08.19 13:51:41 -07'00' Structural review was based on truss calculations for Perrins Row - Lot 9 and the design criteria listed below: Design Criteria: - Applicable Codes = 2009 IEC/2006 IRC, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 90 mph, Exposure Category C - Roof Dead Load = 10 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground/Roof Snow Load = 25 psf Note: per IBC 1613.1; Seismic check is not required because Ss = 0.224 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review only applies to the section(s) of the roof that directly supporting the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly suppo i ��dirtij from PV modules have been reviewed and determined to meet or exceed requirements of the 2009 IBC/2006 IRS/��1' y COMMUNITYDFVF1ormcNT Please contact me with any questions or concerns regarding this project. APPROVED Reviewed for Code Compliance Sincerely, city of Srihari Raghavan P.E. Wheat Ridge —'—/J PI ; E.am�ner to Civil Engineer Building DiviSon Main: 888.765.2489, x5470 Vs14b of oer K Thr issuance of o prrn it or approval ojplons sptu kor ons email: sraghavan@solarcity.com aid computationsshaU not beapennit for, or an appravol of,, any viotation to orey of the provisions of the bulking code or of any City ordinonces, pennib prcsnmhp eo gke authority to vidatt of concet the provitkns of the 6uikirp Codes or other ord nonces of the Gty shoit not be Wfid. 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.corn # 0018 063y3 08.19.2014 Page # 2 305: Clear - - �O1 Lot 9 Community - Job # 8024844 TABLE OF CONTENTS CONTENT Page # Cover Letter 1 Table Of Contents And 1/2 -Mile Vicinity Map 2 Project Information, Mounting Structure & P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 oil, Calculation Of Roof Dead And Live Loads 5 190tructural Framing Analysis 6 9n @ Note: per IBC 1613.1; Seismic check is not required because Ss = 0.224 < 0.4g and Seismic Design Category (SDC) = B < D 5630D W 38Th Ave., Wheatridge, CO 80212 Latitude: 39.769153, Longitude: -105.058401, Exposure Category: C SleekMountT"' PV System Structural Design Software PROJECT INFORMATION 08.14.2014 Version #17.0 Page # 3 Project Name: Perrins Row - Lot 9 Community AHJ:' Denver Job Number: 8024844 Building Code: 2009 IBC/2006 IRC Customer Name:' Mendez, Charlotte Based On 2009 IBC/2006 IRC Address: 5630D W 38Th Ave. ASCE Code: ASCE 7-05 City/State: Wheatridge, CO Risk Category:!, II Zip Code 80212 Upgrades Req'd? No Latitude; Longitude:: 39.769153 -105.058401 Stamp Req'd?', Yes SC Office: Denver PV Designer: Niraj Nischal Calculations:' Jesus Santiago EOR: I Srihari Ra havan P.E. MOUNTING STRUCTURE & P V SYSTEM INFORMATION Mounting Plane Information Roofing Material Comp Roof Tile Reveal SM Span Only N/A Standing Seam Spacing SM Seam Only NA Roof Slope SM Span Only 120 Rafter Spacing 24" O.C. PV Assembly Information PV System Type SolarCity SleekMountT"' PV System Module Orientation Landscape Tile Attachment System Tile Roofs Only NA Tile Spanner Bar Direction SM Span Only NA Spanning Vents No Standoff (Attachment Hardware) Comp Mount Type C Minimum Eave End Setback 12" Minimum Ridge Setback 12" PV System Weight PV Module Weight (psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3 psf SEISMIC CONSIDERATIONS Seismic Design Criteria(per USGS Seismic Design Code Dead Load Wei ht ASCE 7-05 PV System Weight Total Weight of PV System Latitude M! 39.7692 Roof Ceiling Interior Walls (Top Half) Exterior Walls (Top Half) Longitude 1,840 sf 10.0 psf 18,400 lbs -105.0584 1,840 sf 6.0 psf 11,040 lbs SRA at Short Period Ss 0.224 USGS SRA at is Period S1 0.057 USGS Soil Site Class D IBC 1613.5.2 Seismic Desi n Category SDC B USGS Seismic CheckRequired (Ss >_ No IBC 1613.1 0.4 &SDC>_D? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Sum Area of MPs with PV Area Dead Load Wei ht IBC Sect. PV System Weight Total Weight of PV System W PV M! 3 sf 634 lbs Roof Ceiling Interior Walls (Top Half) Exterior Walls (Top Half) 634 lbs Weight of Roof on Existing Buildin Sum Area of MPs with PV WtPv�� Wcexist) 1840 sf IBC Sect. Portion of Roof Weight I Area Dead Load Weight 3404.4 Roof Ceiling Interior Walls (Top Half) Exterior Walls (Top Half) 1,840 sf 10.0 psf 18,400 lbs 1,840 sf 6.0 psf 11,040 lbs 686 sf 6.0 psf 4118 lbs 686 sf 9.0 psf 6'177 lbs Net Weight of Roof Under PV W(exit)11 39,735 lbs Cheek % Increase of Roof Weight / Seismic Shear Load Increase of DCR of Lateral WtPv�� Wcexist) 1.6% IBC Sect. Force ResistingSystem Seismic Analysis Not Required 3404.4 Note: Seismic base shear is directly proportional to roof weight. City Of Wheat Ridge ing Div Page # 4 CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code I ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh I Monoslope Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Effective Roof Slope 120 T -allow Effective Rafter Spacing 24" O.C. DCR Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 tor I 1.0 Table 6-1 ure 9;9 qh qh = 0.00256 (Kz) (Krt) (Kd) (V^2) (I) Equation 6-15 3 psf 16.7 psf T -actual Wind Pressure Ext. Pressure Coefficient (Up) GC -1.25 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) GCP(Down) 0.38 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCP) Equation 6-22 Wind Pressure Up P(UP) , -20.8 psf Max Standoff Tributary Area Wind Pressure Down P down 10.0 Psf PV Assembly Dead Load ALLOWABLE STANDOFF SPACINGS 0y kkA �f c�ae, X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 48" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 13 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -248 lbs Uplift Capacity of Standoff T -allow 637 lbs Standoff Demand/Capacity DCR 38.9% 0y kkA �f c�ae, Page # 5 CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Symbol Material Load Roof Category Description L. All MPs Table 4-1 Roofing Type At Comp Roof 2.5 psf Number of Layers 1 Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing RZ Yes 1.5 psf Board Sheathing Lr None 0.0 psf Rafter Size and Spacing Lr 2 x 4 @ 24 in. C.C. 0.7 psf Vaulted Ceiling None 0.0 psf Miscellaneous Miscellaneous Items 4.8 psf Total Roof Dead Load 10 psf All MPs 10.0 psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 3/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 1 Section 4.9 Reduced Roof Live Load Lr 4 = to (Rl) (RZ) Equation 4-2 Reduced Roof Live Load Lr 20 psf All MRs 20.0 psf City of what Ridge SolarCity Truss: G3 3055 Clearview Way ProjectNalne: 8024844 Component SolutionsTM San Mateo, CA 94402 Designer: J. Santiago Truss (888) 765 2489 Date: 8/19/2014 11:01:06AM Version: 5.5 [Build 10] Page: 10171 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 34-0-0 2.5/12 1 0-11-0 1-3-0 0-0-0 0-M 1 24 in 1561bs 36-2-0 Q 11-I 5-3-24-11-10 4-11-10 4-11-10 6-9-4 7-0-12 1-3-0 5-3-2 10-2-12 15-2-6 20.2-0 26-11-4 1 34-0-0 1.5x31 19 9 12 25F- 4.5x5/ 8 3 / 5x5/ 7 6 wan 3.5x4 / b 5 3x4 / 3x91 4 3x4 ! 3 2 3�x!✓�2� 11 I� 1 10x12-18- 4.5x6- aT' i i 18 10 5x5 - r� {11 17 16 15 14 13 3.5x7-18 - 3x4 - 6x14- 1.5x3 1.2501 0.0-0 2-0-0 2-0-0 5-3-2 4-11-10 4-11-10 4-11-10 6-9-4 7 0 12 1 5-3-2 10-2-12 15-2-6 20.2-0 26-11-4 34-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (pro BldgCode: IBC 2009/ TC: 0.86(1-2) 'hn TL: 0.77 in L/524 12 L 18 Roof Snow (Ps) : 30 psf IPI 1-2007 BC : 0.93 (11-12) ICrt LL: 0 32 in L/ 999 l2 L/ 240 TCDL: lonake) Rep lvibrincrease: Yes Web: 0.82(8-10) Ho¢TL: 0.19 in 10 BCLL : 0 D.O,L : 115 % Creep Factor, Kc = 15 BCDL: 7 Plate Offsets(7ntX,Y,Mg): (1:44,5-13,0.) (2:1-12.3-3,11) (3:06,141,11.) (4:1-12.3-3,11_) (5:1-12,3-3,11.) (6:0-0,3-9,11.) (7:0-.1-11,11.) (8:1-12,5-1.11.) (91-12.6-0,90.) (10'3-8.350.) (11:1-12.35.0.) (122-0,2-0,0.) (13:1-12.3-8,90.)(11:0-0,35.0.) (15:1-12.35,0.) (16:0-0,1-12.0.) (1704,3-8,90.) Reaction Summary TL Type Big Corrbo Big Width Material Rqd Brg Width tvhnx React Max Gmv Uplift Max Wind Uplift Ma Uplift Max Honz I Pin all 13.5 in Steel L84 in 1.694 lbs - - - 0lbs 10 H Roll (Wall) 1 3.5 in Steel 2.78 in 1,774 lbs - - - 0 His Material Summary Bracing Summary Tr SPF 2400/2.0 2s: 4 except TC Bracing Sheathed or Padins at 24-0. Partin design by Others. 7-19 SPF 2100/1.8 2s 6 BC SPF 2400/2.0 2 x 4 escept BC Bracing Sheathed or Pudins at 1044. Purfin design bq Others. 10-12 SPF 1650/1. 2,1 4 Webs SPF Stud 2 x 4 escepL 2-17 SPF 1650/15 2x 4 14-12 SPF 1650/1.5 2 x 4 6-11 SPF #2 2 x 3 8-10 SPF #2 2 x 4 Slider SPF 2400/2.0 2s 4 Loads Summary 1)This truss has been designed for the effects of ab.l..d design snow load (Ps = 30 pso forhips/gables in accordance with ASCE? -05 eccept as noted, with the followinghser defined input 30 psfgound snow load (Pg). NOTE: All flatisloped mor facto¢ have been ignored and the ground snow load has been used forthe roofsnow load (Ps = Pg)- DOL= 1.15. 2) This truss has not been designed for the effects ofunbalanced snow loads. 3) In addition to the snow loadingspecified on this drawing this Miss has also been designed fora moflne load (TCLL) of 20 psf, 4) MiniinnmstonnT. attic loading in accordance with IBC T.ble 1607.1 has not been applied 5) In accordance with IBC Dble 1607.1, raininumBCLCs do not apply. Load Case Dl : Std Dead Load Distributed Loads Merrber Location 1 Location 2 Direction Spread Stan Load End Load Tab Width Top Chd 20-0-0 3254 town Rals 3 psf 3 psf 24 in Member Forces Summary Table indicates: MeaberlD, ria CSL rtax axial fore. (ria coupr force ifdifferent form rtas axial force) TC 18-1 0.043 15 lbs 4-5 0.332 -3.889165 8-9 0.171 -93 lbs t-2 0.865 4.244 lbs 56 0.441 -5.15216: 9-1') 0 035 -23 lbs 24 0.397 -/,62516: 65 0.241 -2.181165_-''- BC 10-11 0.459 2.359 lb: 1344 0.115 1101bs 15-17 0.453 44041bs 11-12 0.927 5.0261b 1445 0.390 4.36216: 17-L 0743 4.06916: 0- Rebs 2-17 0.625 -108 lbs 5-12 0653 1.30816: 8 -ll 0.785 1.13916: 2-15 0.491 89 lb 14-12 0672 3,951 lbs 8-10 0.820 -2.698 lbs 3 -IS 0.246 8016: 6-12 0.809 1.16816: `)-10 0.436 -36716: nn 4-14 0.511 -78516: 12-13 0.637 5416: 5-14 lbs 6-11 0.811 lbs 0.365 -1,091 -2.826 Notes: 1)When this truss has been chosen for qualite assurance inspection. the Effecine'lbodn Count Method per TPI 1-2002/A3.4 shall be used. Cq = 1.04. JUj S�7 2) At least one web ofthis truss has been designed with a panel point in the web. All panel points on such Webs shall be hinted laterally perpendicular to the plane ofthe Miss. Lateral braces shall be installed within 6" oreach web panel point 3) [Ej Indicates continuous lateral restraint (CLR) required I the location(s) shown. Rows of CLR rrust be adequately diag)naliv braced, see D-WEBCLRBRACE. Foraltematues to CLRs and dialp-I bracing see D-WEBREINFORCE NOTICE Acopy of this design shall be furnished to the eviction contractor. The design ofthis indnidual truss is based on design catena and raquirenents supplied by the Truss Nlanufxmrerand aches upon the accuse. Simpson Strong -Tie Company en and couplet"'of the indentation set forth by the Building Designer. A seal on this drawing indicates acceptance odpmfessional engineering responsibility solely for the truss conponent design shown. See the cower page -and the'inportant Infomation & General Notes- page for additional infornntion. All connectorplates shall be nermfactured by Sinpson Strong-'lir Conpany, hu, in accordarse with FSR -2762. All connector plates are 20 gwg#. unless the specified plate sin is followed by a --18" which indicates an 18 gain plate, or "S# 18". which indicates a high tension 18 g ge plate. M M IQ *40 ba 4%4. 14a ABBREVIATIONS ELECTRICAL NOTES INDEX PV1 COVER SHEET LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN BLDG BL BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS CONIC CONCRETE OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS TYPE EC # 8041 C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED PV6 ELECTRICAL CALCULATIONS DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. CUTSHEETS ATTACHED EG C EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY—RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(8) JURISDICTION NOTES GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS Isc SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID-INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED POWER -CONDITIONING INVERTER. „ kW KILOWATT UL -LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND' City qLA WheatRdge LBW LOAD BEARING WALL MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. CoM umt7YDEwLOPMEw MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED APPROVED (N) NEW PAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL NEC NATIONAL ELECTRIC CODE UL LISTED LAY -IN LUGS LISTED FOR THE BUILDING CODE. Reviewed for Code Compliance NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. OC ON CENTER RAIL. P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS ans Kami O e PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. VICINITY andcomputatiomsh MAP PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR rs:uance a/apern,a ar app oval afpbm spec fcdiprs llnotbepermit for, or an approval of, any violation to S SUBPANEL SHALL BE SIZED ACCORDING TO ART. =of the prowsans f the buioiry code or of any Cty ordinonces.Permits SCH SCHEDULE 250.166(8) & 690.47. N COM oronr. rorra city to violate MconceI the provisions of the euOd.V e , SS STAINLESS STEEL a SSD SEE STRUCTURAL DRAWINGS S�'Ittt� STC STANDARD TESTING CONDITIONS to SWH SOLAR WATER HEATER r walmart TYP TYPICAL � Supercenter IwOP � LION UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY 4 D-eaver Super � Famous Dave's — coy 0 V VOLT Stapleton `" Legen&ry Pit Vmp VOLTAGE AT MAX POWER Eisr-B Que Wheat Ridge Voc VOLTAGE AT OPEN CIRCUIT W WATT M E '135th Ave _ a Building Divisor 3R NEMA 3R, RAINTIGHT z+ X 1 L,Ahr* King Jr, Blvs REV BY DATE COMMENTS W PrlaFtr�� l uth�c KT �c� ,iT 8t f CONFlDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT INC., QQ ^ ^ JOB NUMBER: JB-8O24U44 OO PREMISE OWNER: AHJ: Denver DESCRIPTION: MENDEZ, CHARLOTTE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL SolarCity. MARKET: MODULES NOR SHALL IT IN WHOLE BE DISCLOSED IN WHOLE OR IN CANADIAN SOLAR CS6P-250PX 5630D W. 38TH AVE. LOT 9. 3.OKW DC ROOF MOUNT PV SYSTEM I�� '�'" PART IZ OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE CO 80212 � PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview way San Mateo, CA 9aaoz SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. S(W�420-5818 PAGE NAME: COVER SHEET SHEET: REV: DATE: T:(650) 638-1028 F:(650) 638-1029 I PV 1 8/19/2014 (888) -SOL -Cr Y(7652489)wwwsolarcity.corn PAYMENT TYPE: LEASE INVERTER: 1(1) POWER -ONE # AURORA PVI-3.0-OUTD M M IQ *40 ba 4%4. 14a (N) 80' TRENCH • 18" DEEP • CONDUIT: 1" SCH. 40 PVC WITH WARNING P U \ PIRRnM W' RFI (1W PVA STAMPED AND SIGNED FOR STRUCTURAL ONLY f � + • i.iJ C iM �i1�ea�R,`�� 'ri,///�h •..••..••��1\\����� Digitally signed by Srihari Raghavan Date: 2014.08.19 13:51:09 -07'00' PIT(`N: 12 ARRAY PITH: 12 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shinqle STORY: Above LFGFND (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS O JUNCTION BOX O DC COMBINER BOX & WARNING D@ DISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE - - - INTERIOR EQUIPMENT SITE PLAN 01, 10, S 3 M N CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBERNIRAJ J B-8024844 00 PREMISE OWNER: AHJ: Denver DESCRIPTION: MENDEZ, CHARLOTTE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NISCHAL \\��,. • -SolarCity. MARKET: N. HOMES MODULES:5630D 12 CANADIAN SOLAR CS6P-250PX BENEFIT OF ANYONE EXCEPT IN WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN W. 38TH AVE. LOT 9. 3.OKW DC ROOF MOUNT PV SYSTEM PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION PATH WHEAT RIDGE CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAGE NAME: 3055 Clearview Way San Mateo, CA SHEET: REV: DATE 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAYMENT TYPE: LEASE INVERTER: (1) POWER -ONE # AURORA PVI-3.0-OUTD S(bb�-A 20-5818 SITE PLAN T:(650) 638-1028 F:(650) 638-1029 I PV 2 8/19/2014 (888)-SOL-CrrY(765-2489) www.solarcity.com Stories 4' MAX. BETWEEN FOOTINGS STAGGERED I PV MODULE ZEP LEVELING FOOT HANGER BOLT �_2' TYP� � ECOFASTEN FLASHING (N) ZEP INTERLOCK (E) COMP. SHINGLE (E) 2x4 RAFTERS 24" SPACING (E) ROOF DECKING FRONT VIEW OF MP1 ;;,"x4" LAG BOLT B CScale: 1/2"=1'-0" (2-"' EMBED, MIN) STAMPED AND SIGNED FOR STRUCTURAL ONLY \ a ••,•�RAG����ffii� 44091- INS fill 111110\0 Digitally signed by Srihari Raghavan Date: 2014.08.19 13:51:20 -07'00' CONFIDENTIAL – THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE Rr'NERT nF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: J[3-8024844 00 MARKET: MODULES: N. HOMES 12 CANADIAN SULAK # CS6P-zauPX PROJECT MANAGER: MOUNTING SYSTEM: MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAYMENT TYPE: INVERTER: LEASE (1) POWER -ONE # AURORA PVI-3.0-OUTD (E) RAFTER GRADE IY L 8„ 6', >------ — - -- o w U z � z :Dco cn I �-,STANDOFF Scale: 1-1/2" = 1' (6) (4) f (3) (2) (5) LOWEST MODULE COMPACTED BACKFILL SUBSEQUENT MODULES �F UNDISTURBED SOIL RED WARNING TAPE W/ TRACE WIRE APPROVED BACKFILL SCHEDULE 40 PVC CONDUIT (§)_TRL Scale. 3/4 - 1-0 IEMISE OWNER: AHJ: Denver DESCRIPTION: DESIGN: MENDEZ, CHARLOTTE NEW TOWN BUILDERS PERRINS ROW CO NI RAJ NISCHAL 563nn IA1 3152TH A\/P- I nT g 7 nvIA/ nr QnnF I, Ani INIT P\/ QYCTFNA WHEAT RIDGE, CO 80212 S(b§D�_, 20-5818 PAGE NAME: STRUCTURAL VIEWS SHEET: REV: PV 3 INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. II INSERT ECOFASTEN FLASHING. I (4) PLACE FLASHING BLOCK. (5) NSTALL LAG BOLT WITH SEALING WASHER. G(6) INSTALL LEVELING FOOT WITH WASHER AND NUT. c,,, o/ l'Vh��t SolarCity. 3055 Clearview Way San Mateo, CA DATE 94402 T:(650) 638-1028 F:(650) 638-1029 8/19/2014 (888) -SOL -CITY (765-2489) www.solarcity.com STAMPED AND SITED FOR STRUCTURAL ONLY _ vs 44091 • // /\ • • \\ ij 17vet t Fs ••.....••�� PV3 8/1)N p` �F q����tt►t► III II11110\\ *� "_ _ _ _ _— f (E) 2X6 TOP CHORD Digitally signed by Srihari Raghav�n Date: 2014.08.19 13:51:30 -07'00' 01 Oily Of A SIDE VIEW OF MP SCALE: 1/4" = 1' T. CHORD: 2x6 @ 24" O.C. SUPPORT: 2X4 WEBS, LBW MAX SPAN: 7'-0" (E) 2X4 WEBS (E) 2X4 BOTTOM CHORD CONFIDENTIAL -THE INFORMATON HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: J B-8024844 00 PREMISE OWNER: AHJ Denver MENDEZ, CHARLOTTE DESCRIPTION: NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL \\\ �:�4: SolarCity. MARKET: MODULES: BENEFIT OF ANYONE EXCEPT SOLARCITY INC., t'"' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N 1-10 IIACc " " - - ' ' 'MI4 in1V JULHR ut) zJupx �F 70F) IAI 7QTL_I A \/C 1 /�T 0 v ". .iv i 1, . _. w i 7 nI n J. Vt VV Ul nnnr- k �i-L � - P- I\V` Y1VV J I r V -':'STEM --- — -- �'� PAK! iG UTHEtt� OUTSIDE THE RECIPIENTS WHEAT RIDGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3oss Clea view way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ,,��}} 2 0— 5818 S(�§_'Q—A� PAGE NAME: STRUCTURAL VIEWS SHEET: REV: P V 4 DATE- -:OL-C 3(765-2 89)ww.sola029 8 19 2014 (888) -SOL -CITY (76w-2489) www.solarcity.com _ PAYMENT IN(1) POWER—ONE # AURORA PVI-3.0—OUTD LEASE GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) LIFER AT PANEL (E) 400A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV 1 (1 POWER-FCl ONE Iigbee RA P\4 240V9 % S -US -Z -A LABEL A -(12)CANADIAN SOLAR CS6P-250PX TYPE EC # 8041 WITH IRREVERSIBLE CRIMP (E)) 400A LPN -R FUSED MAIN DISCONNECT PV Module; 250W, 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enalfled INV 2 Panel Number: Meter Number: Voc: 37.2 Vpmax: 30.1 3 6.INV Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 125Ais rl u Ian Panel s ADJUST MIN. ACTIVATION VOLTAGES! SolorCity B MILBANK CUTLER -HAMMER Inverter 1 PAR A Meter Socket Disconnect 4 I POWER -ONE DC- DO NOT ADJUST MIN. ACTIVATION V TAGE PVI-3.0-OUTD-S-US-Z-A DC- 1 Strings) Of 60n MP 1 100A/2P 20A/2P F1 I` C D -- EGC----------- - - ---J aovr ------- --- �:17 e DC+ I " NEUT i TO (E) N DC_ DC+ 3 i z DC+ D0 NOT ADJUST MIN. ACTIVATION V TAGE _ _ _ _ _ - - - DI PANE 10N �— GND PANEL � - - - - - - - - - - - - _ _ _ _ _ GND GND _ _ _ _ _ _ _EGC - - - N DC- DC- 1 String(s) Of 6 On MP 1 GEC E. =5— EGC EGC OOA/2P I ' I I 6 (I )Conduit Kit; 3f4" EMT N TO (E) I I DIS11BUTION PANEL I UNIT 0 l OOA/2P I I TO E L B DISTIBUTION PANEL I I UNIT C I l I OOA/2P A II TO (E) N I CONDUIT IS TO BE MOUNTED MORE THAN 1/2" ABOVE ROOF DISTIBUTION L—r i SURFACE TO PREVENT FURTHER .AMPACITY DERATING UNDER PANEL NEC 310.15(B)(2)(C). UNIT D i I � I I I I EGC/GEG l 400A FUSED _ _ cecl J JUMPER (1)SIEMENS SERIES - A NEMA 3R: ^ C A (1) Solar p 4 STRING JUNCTION BOX DC DISCONNECT #8 i NEMAW0816ML1125CU Load Center; 125A, 120 240V, NEMA 3 S j"� 2x2 STRMGS, UNFUSED, GROUNDED I �(1)MILBer # U4801 -XL -5T9 Meier Socket; 200 #6-350, Ringless #6 - TO 120/240V BOND N 8 EGC GEC TO E / () � / () , 7 -IN -(3 )MILBANK �I K4977 -INT SINGLE PHASE UFER OR (E) GEC IN Load -Side Tap Connector, 100A, #12 - 1/0 AWG UTILITY SERVICE PANEL WITH IRREVERSIBLE (1 )CUTLER -HAMMER # DG221URB D CRIMP PER ART. 250.64(C) Disconnect; 30A, 240Vac, Non -Fusible, NEMA 3R - (1)CUTLER-HAMMER # DG030NB Ground/Neutral Kit; 30A, General Duty (DG)) - ( 1 Wire - - - - - - - (1 )SIEMENS / 0220 PV BACKFEED BREAKER POI Breaker, 20A/2P, 2 Spaces - ---- — - - -- -- Metal Clad- Cobler_MC 1 f 75degC - - - --- - - - - - - (1)AWG #10, THWN-2, Black - ( 1) AWG #6 pp GEC or �` G Solid Bare Copper O (1 ) AWG 10, THWN-2, Black Voc = 181.46 VDC Isc = 8.87 ADC (2)AWG #10, PV WIRE, Black cn (1)AWG #10, THWN-2, Red # � AAC O (1)AWG #10, THWN-2, Red Vmp =180-6 VDC Imp= 8.3 ADC OIs�I-(1)AWG #10, Solid Bare Copper EGC Voc* = 181-46 VDC Isc = 8.87 ADC Vmp =180.6 VDC Imp= 8.3 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 - (1) AWG #10, THWN-2, Green . EGC - (1 )Co nduit Kit; I" PVC, Sch. 40 EGC (1 ) AWG #10, THWN-2, Green EGC T (2) AWG #10, PV WIRE, Black O ( I ) AWG 110, Solid Bare Copper EGC Voc* = 181.46 VDC ISC = 8.87 ADC Vmp = 180.6` VDC Imp= 8.3 ADC - ( 1) Wire r' Metal Clad Cable; MC 10/3 w/G 75deqV6C or c* = 181.46 VDC Isc = 8.87 ADC ® (I) AWG #10 THWN-2 Black Vmp = 180.6 VDC Imp= 8.3 ADC - (1) AWG #10; THWN-2; Red - (1) AWG #10, THWN-2, Green EGC CONFIDENTIAL -THE INFORMATION HEREIN Joe NUMBER: J B- 8 0 2 4 8 4 4 0 0 PREMISE OWNER: AHJ: Denver DESCRIPTION: DESIGN: CONTAINED SHALL NOT USED FOR THE MENDEZ, CHARLOTTE NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL -= MARKET: N. HOMES MODULES:�.,,NOR 12 CANADIAN SOLAR CS6P-250PX OF ANYONE EXCEE PT SOLARCITY INC., SHALL IT BE DISCLOSED IN WHOLE OR IN 5630D W. 38TH AVE. LOT 9. 3.OKW DC ROOF MOUNT PV SYSTEM solarCity.BBENEFIT �� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. S(W�420-5818 PAGE NAME: THREE LINE DIAGRAM SHEET: REV: DATE: PV 5 8/19/2014 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-C1lY(765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER—ONE # AURORA PVI-3.0-01JTD i. Conductor Sizing per Art 690.0-(6) (1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per 110.14(C). Ampecity of wire derated for conditions of termination must be >= continuous current*1.25. All string terminatiors are rated at 90° C. ------------------------------------------ 2. OCP Sizing per Art 690.8(B)(1) a. Round up to next size per Art 240.4(B) ------------------------------------------- 3. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >_ continuous current*1.25. All branch terminations are rated at 75' C min. 4. OCP Sizing a. Round up to next size per Art 240.4(B) ------------------------------------------ 5. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C. ------------------------------------------- 6. OCP Sizing a. Round up to next size per Art 240.4(8) 7. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continur��Oi�7 current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use)continuous current per Table 310.15(8)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). `% Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C min. ELECTRICAL CALCULATIONS Module: 12 Canadian Solar CS6P-250PX-BF 227.6 Inv Power WPTC MARKET: Voltage Drop Calculations Version 5_8.0 Vdrop = Imp) 2 ` Length) Resistance / (Vmp) Imp (A) Max. Length (ft) Wire String: 8.3 15 AWG_10 at Max Ave Hi:89 deg F Vdrop = 8.3 * 30 * 0.001240nms / 161.90016 0.19 Branch: 8.3 50 AWG_10 , at Max Ave Hi:89 deg F Vdrop = ( 8.3 * 100 * 0.001240hms) / 161.90016 0.64 Total voltage dropin DC conductors = 0.83 Inverter: 18.3 95 1 AWG_10 at 240V Vdrop = (8.3 * 190 * 0.0012 Ohms / 240 V 0.7885 Cornbined:1 0 1 0 1 AWG_10 I at 240V Vdrop = (0 * 0 0.0012 Ohms) 1 240 V 0 Total voltage drop in AC conductors = 0.79 Total voltage drop in AC and DC conductors = 1.61 Inverter 1: 1 Power -One PVI -3.0-S AFCI 0.96 3300 2621.95 12 CANADIAN SOLAR # CS6P-250PX Module: PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH Inverter 2: 3055 Clearview way San Mateo, CA PROJECT MANAGER: Module: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS Inverter 3: PACE NAME: SHEET: REV: DATE: 94402 Module: INVERTER; (1) POWER -ONE #AURORA PVI-3.0-OUTD SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Inverter 4: T:(650) 638-1028 F(650) 638-1029 PV 6 8/19/2014 (888)-SOL-CITY(765-2489) www.solarcity.com Total: 12 Modules Total Inv Pwr'j 3300 2621.95 PTC Photovoltaic Module Electrical Specifications: Total STC: 3000 Voc: 37.2 V deg F deg C I Vmp: 30.1 V Record Low Temp: -22 -30 Isc: 8.87 A Max Average Hi Temp: 89 32 imp: 8.3 A Record Hi Temp: 1 95 135 Tvoc: 0.12648 V/deg C Tisa: 5.85 mA/deg C String Type A and 2 Combined Strings Type A Power -One PVI -3.0-5 AFCI 6 Canadian Solar CS6P 5OPX-BF Voc= 223.2 Vmp= 180.6 Isc= 8.87 Imp= 8 "t (cont= 11.09 Art 690.8(A)(1) Voc Correction Method: Voc Correction Factor: Inverter Min Vdc Input: Min Vmp at Max Temp: Max Voc at Min Temp: Inverter Max Vdc Input: Max String Size: 1 way wire length: Manuf Tvoc data Branch Circuit Type A 1 strings per branch 1 6 modules per series string Voc= 23.2 V 2 Vmp= 180.6 j V Isc= 8.87 A Imp= 8.3 A ( Icont= 11.09 A 1 way wire length: 50 1 strings per branch 2 6 1 modules per series string \ Voc= 223.2 ✓ Vmp= 180.6 V Isc= 8.87 A Imp= 8.3 A (cont= 11.09 A Art 690.8(A)(1) 120 161.9 181.46 600 19 15 La Conductor: AWG_10 Icont * 1.25 = (Amps) 30 deg C ampacity = PV Wire 13.86 401 2.a Conductor 1: AWG_10 Conductor 2: AWG_10 Icont * 1.25 = (Amps) 30 deg C ampacity = PV Wire PV Wre Conductor 1 Conductor 2 13.86 13.86 40 40 1.b Icont= (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%_#) Derated ampacity 11.09 40 2.b Icont= (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacityF 11.09 11.09 0.76 40 40 1 0.76 0.76 30.4 0.8 0.8 1.c Icont * 1.25 = (Amps) Ampacity 13.86 40 24.32 24.32 2.c Temp table (cont*1.25= (Amps) Ampacity Term 1 Term 2 175degC I 75degC 13.86 13.86 35 35 1.d Icont ` 1.25 = (Amps) OCP Size = 13.86 15 Inverter Type A Output 1 way wire length: 85 ft Art 690.8(A)(1) 2.d OCP Size = 15 15 Power -One PVI -3.0-S AFCI Combined Inverter Output Service Voltage= Total Inverter Power= Icont = # of inverters*max inverter Icont = (Amps) 1 way wire length= 0 current Art 690.8(A)(1) Icont = 14.5 1 A 3.a Icont * 1.25 = (Amps) OCP Size = 18.12 Art 690.8(B)(1) Art 240.6(A) 20 3.b Conductor: I AWG_10 (cont * 1.25 = (Amps) 30 deg Campacity = 30 d THWN-2 at 90 deg C: Table 310.16 18.12 40 4.a Icont*1.25 = (Amps) OCP size = 18.12 Art 690.8(B)(1) Art 240.6(A) 20 4.b Conductor: AWG_10 (cont * 1.25 = (Amps) 30 deg C ampacity = THAM -2 at 90 deg C: Table 310.16 18.12 40 3.c = (Amps) IconStart ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 14.5 40 0.91 4.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate Derated ampacity 14.5 1 40 36.4 0.91 3.d Icont * 1.25 = (Amps) Ampacity 18.12 35 36.4 4.d Icont * 1.25 = (Amps) Ampacity 18.12 35 CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., Joe NUMBER: J[3-8024844 00 PREMISE OWNER: AHJ: Denver DESCRIPTION: MENDEZ, CHARLOTTE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL ;SolarCity"�« -;, MARKET: MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR # CS6P-250PX 5630D W. AVE. LOT 9. 3.OKW DC ROOF MOUNT PV SYSTEM PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH /38TH WHEAT RIDGE, CO 80212 3055 Clearview way San Mateo, CA PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PACE NAME: SHEET: REV: DATE: 94402 PAYMENT TYPE: LEASE INVERTER; (1) POWER -ONE #AURORA PVI-3.0-OUTD SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. s�-b5�-,�20-5818 ELECTRICAL CALCULATIONS T:(650) 638-1028 F(650) 638-1029 PV 6 8/19/2014 (888)-SOL-CITY(765-2489) www.solarcity.com 1 1401!06 °i�tol��4gn:��i�l��I ` Label Location: (C)(CB) Per Code.- NEC ode:NEC 690.31.G.3 Label Location: (DC)(INV) Per Code: NEC 690.13.6 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (AC)(POI) Per Code: NEC 690.13.B _= _MAXIMUMAC--== OPERATING GURRENT A ' - •. - MAXIMUM AC � • � AWARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION AWARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVER CURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR. Label Location: (AC)(POI) Per Code: NEC 690.17.E Per Code: 690.64 AWARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE ,A , AWARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED Label Location: (POI) Per Code: NEC 705.12.D.2 Per Code: NEC 690.56(C) Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `'610mej 3055 Cleaview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �� _ San Mateo, CA 94,402 IN 638-1029 EXCEPT N CONNECTION TOLE OR IN PART OTHERS THE SALESIDE THE AND USEROFIPTHET'ES RESPECTIVE SC - CO 2014 Label Set �%� ity-1(888)-SOL-CITY(50) 638-765-2489) www.solarcity.com EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Soiatt SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep Compatible TM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Utilizes Zep Solar hardware and UL 1703 listed Zep CompatibleTIA modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components A 5;16" Machine Screw B Leveling Foot C Lag Screw D Comp Mount E Comp Mount Flashing SolarCity SleekMountTM - Comp t OOMPAl B SolarCity, January 2013 11 ETA LISTED SolarCity, January 2013WN Installation Instructions 7 Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 2 Seal pilot hole with roofing sealant 3 Insert Comp Mount flashing under upper layer of shingle 4 Place Comp Mount centered upon flashing 5 Install lag pursuant to NDS Section 11 1.3 with sealing washer. 6 Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module Ne trioog'F`a� weatt, Key Features Quick and easy to install - dramatically reduces installation time Lower system costs - can cut rooftop installation costs in half Aesthetic seamless appearance - low profile with auto leveling and alignment Built-in hyper -bonded grounding system - if it's mounted, it's grounded Theft resistant hardware • Ultra-low parts count - 3 parts for the mounting and grounding system • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the world • Industry leading plus only power tolerance: 0 —+5W • Backward compatibility with all standard rooftop and ground mounting systems • Backed By Our New 10/25 Linear Power Warranty Plus our added 25 year insurance coverage 100 52 Adde 90 i d Value Front War- 80 %� 0°r 5 10 15 20 15 10 year product warranty on materials and workmanship 25 year linear power output warranty ®r CanadianSolar Next Generation Solar Module NewEdge, the next generation module designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance. The black -framed CS6P-PX is a robust 60 cell solar module incorporating the groundbreaking Zep compatible frame. The specially designed frame allows for rail -free fast installation with the industry's most reliable grounding system. The module uses high efficiency poly -crystalline silicon cells laminated with a white back sheet and framed with black anodized aluminum. The black -framed CS6P-PX is the perfect choice for customers who are looking for a high quality aesthetic module with lowest system cost. Best Quality • 235 quality control points in module production • EL screening to eliminate product defects • Current binning to improve system performance • Accredited Salt mist resistant Best Warranty Insurance • 25 years worldwide coverage • 100% warranty term coverage Providing third party bankruptcy rights • Non -cancellable • Immediate coverage • Insured by 3 world top insurance companies Comprehensive Certificates • IEC 61215, IEC 61730, IEC61701 ED2, UL1703, CEC Listed, CE and MCS • IS09001 : 2008: Quality Management System ISO/TS16949:2009: The automotive quality management system • IS014001:2004: Standards for Environmental management system • QC080000 HSPM: The Certification for Hazardous Substances Regulations • OHSAS 18001:2007 International standards for occupational health and safety • REACH Compliance www.canadiansolar.com CS6P-235/240/245/250/255PX Electrical Data STC CS6P-235PXCS6P-240PX CS6P-245P CS6P-250PXCS6P-255PX Nominal Maximum Power (Pmax) 235W 240W 245W 25OW 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 3n.2V Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage (Voc) 36.9V 37.OV 37.1V 37.2V 37.411 Short Circuit Current (Ise) 8.46A 8.59A 8.74A 8.87A 9.00A ! Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C -+85"C Maximum System Voltage 1000V (IEC)i600V (UL) Maximum Series Fuse Rating 15A Application Classification ClassA Power Tolerance Under Standard Test Conditions (STC) of irradiance of 1000W/m'. 0 - +5W spectrum AM 1.5 and cell temperature of 25Y- CS6P-235PX CS6P-240P CS6P-245PX CS6P-250PX CS6P-255PX _NOCT Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating Voltage (Vmp) 27 2V 27.3V 2T.4V 27.5V 27.5V Optimum Operating Current (Imp) 6.27A 6.38A 6A9A 6.60A 6,71A Open Circuit Voltage (Voc) 33.9V 34.OV 34.1V 34.2V 34AV Short Circuit Current (Isc) 6.86A I 6.96A 7.08A 7.19A 7.29A Under Normal Operating Cell Temperature, Irradiance of 800 Wier', spectrum AM 1,5, ambient temperature 20)0, wind speed 1 m/s Mechanical Data Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1 .57in) We!ghl 20.5kg (45.2 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy '.. i -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(UL), 1000mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs (40'HQ) I-V Curves (CS6P-255PX) 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc, is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. EI -Rev 10.11 CopYegn; 1 2012 Canaa SOI., Inc. Section A -A 350 0 1t5 Black -framed Temperature Characteristics Pmax -0,43%/•C Temperature Coefficient Voc -0.34 %/°C Ise 0.065 %/•C iNormai Operating Ceil Temperature 4, -r- Performance at Low Irradiance Industry leading performance at low irradiation environment, +95.5% module efficiency from an irradiance of 1000w/m'to 200w/m' (AM 1.5, 25 C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. This family of single-phase string inverters complements the typical number of rooftop solar panels enabling home -owners to get the most efficient energy harvesting for the size of the property. This inverter offers a dual input section that processes two strings with independent Multiple Power Point Tracking (MPPT). This Is especially useful for rooftop installations with two different orientations from two sub -arrays oriented in different directions. (For example: East and West) The dual input sections with independent MPPT enable a more optimal energy harvesting condition. A' .2 ""NIP The high-speed MPPT offers real- time power tracking and improved energy harvesting. The flat efficiency curve ensures high efficiency at all output levels allowing a consistent and stable performance across the entire input voltage and output power range. The transformeness operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This rugged outdoor inverter has been designed to be a completely sealed unit able to withstand the harshest environmental conditions. Highlights: — Single phase and split phase output grid connection. — Wide input range for increased stringing flexibility. — The high speed and precise MPPT algorithm offers real time power tracking and improved energy harvesting. — Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions. — Integrated DC disconnect switch in compliance with International Standards (-S Version). Power and productivity A 11 ,IP for abetter world P%Irlp Additional highlights: — RS -485 communication interface (for connection to laptop or data logger). — Integrated Arc Fault Detection and Interruption (-A Version). Technical data and types Type cone PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US Mechanical specifications 2 < 0.6w . Stand-by consumption 2 Nominal output power 3000W 360OW 3y00 380OW 4200W VSN700 Data Logger (opt.) 3000 3300'. 3300' 3600 4000' 4000 3300 X42 1 C 04200' 4200 4605' -4600' Maximum output power wattage W W W W W W W W W W W W Rated and At voltaae 208V 240V 277V 208V 24DV 277V 208\ 240V 277V 208V 240V 277V Number of independent MPPT channels2 _._._ 97% ...._.......... 97% 97% __.. CEC efficiency 96% Operating performance 2 2 < 0.6w . Stand-by consumption 2 .. Maximum usable power for each channel User interface 2 1. 000W Remote monitoring (txRS485 incl) VSN700 Data Logger (opt.) 300oW 3000W3000W Ambient air operating temperature range_ ......... Ambient air storage temperature range Absolute maximum voltage (Vmax) 0-100% RH condensing Acoustic noise emission level < 50 db (A) @1m Maximum operating.,altituide without derating 6560 it(2D0o m) 600V _.._... ............... ...... Start-up voltage (Vstart)200V (adj. 120-350\0 Full power MPPT - voltage range ._.., 160 530V : 120-0V 53 140-530V 140 536V Operating MPPT voltage range 0.7 x Vstart, . 580V (>=90V) Maximum current (ldcmax) for both MPPT in 20A 32A 32A 32A parallel _ Maximum usable current per channel 1oA 16A 16A 16A Maximum short circuit current limit per 12.5A 20.OA 20.0A 20.OA channel Number of wire landing ter1. minals per channel ....... ............. ._........_. ............_ .. ..........._.. 2 pairs ..... ................. ... ....... ..._...... .......................... __..... ...... Array wiring termination _ Terminal block, pressure clamp, AWG1 O-AWG4 — — _ Output side (AC) 101 Split--' 1m%:: 10/ : Split- 10/ 10/ Split- - 10/ 10/ Split- 7 10/ Grid connection type 2W 0/3W ' 2W 2W 0/3W 2W 2W 0/3W 2W 2W : 0/3W 2W .............. ..... ......_...... ..........__...... ............. Adjustable voltage range (Vmin-Vmax) M ..._118-..... 183 - 1 228V _._.... 211 - : 264V _........ 244- : 304V 183- 228V .........._ _._............. 211- 264V ..._.., _......._ 244- 183- 21 1- : 304V 228V 264V 244- : 304V _....81.. 183- 228V _....... ....._.....__. 211- 264V .................. 244- 304V ......... _............. ........._.. ......... ........... .................. Grid frequency _......... .. ..._._ ......... .............. . ........._.,..... 60Hz Adjustable grid frequency range 57-60 5Hz � Maximum current (lame„) 14.5 14.5,� 12.0 17.2 16.0 16,0--� 16.0 16.0 16.0 20.0 20.0 20.0�� .......... .. .... ....._...._ _........ .............._.. .... _...Aws. . Aa s...... Aws ...Awns... Power factor > 0 995 _ ......... Total harmonic distortion at rated power <2% Grid wiring termination type Terminal block, Pressure clamp, AWG10-AWG4 Inout orotection devices _. Over voltage protection type Varlstor, 2 for each channel PV array ground fault detection _ _ Pre_ start-up Riso and Dynamic G_F_DI (requires floating arrays) Output protection devices __ Anti islanding protection Meets UL 1741/IEEE1547 requirements Over-voltaae orotection Wee Varistor, 2 (L - L, / L, - G) Maximum efficiency .. ................ ..._......._ 96.9% _._._ 97% ...._.......... 97% 97% __.. CEC efficiency 96% Operating performance Night time consumption < 0.6w . Stand-by consumption < 8W.., Communication User interface 16 characters x 2 lines LCD display Remote monitoring (txRS485 incl) VSN700 Data Logger (opt.) Environmental Ambient air operating temperature range_ -13°F to +1 40 F with derating above 122°F (50°C) ...... Ambient air storage temperature range .. 40°F to +176°F (40°C to +80°C) Relative humidity 0-100% RH condensing Acoustic noise emission level < 50 db (A) @1m Maximum operating.,altituide without derating 6560 it(2D0o m) t Capability enabled at nominal AC voltage and with sufficient DC power available. 2 ABB Solar Inverters I Product flyer for PVI-3.0/3.5/3.8/4.2-TL-OUTD 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: `763 lr F k Job Address: .30 3,9 t" ✓e Permit Number: ❑ No one available for inspection: Ti e `:-..`�-j �/ AM/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234-5933 Date: g Inspector: M-7- 1 DO NOT REMOVE THIS NOTICE 7' ) 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 Job Address: T � 30 Permit Number: rel ❑ No one available for inspection: Time 5 �- !AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: k` Inspector: DO NOT REMOVE THIS NOTICE ♦� City of " jjgic COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 26, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): NT Perrins LLC NEW ADDRESS: Wheat Ridge, CO 80212 Lot 1 — 5690 W. 38' Ave., Unit D Lot 2 — 5690 W. 38 Ave., Unit C Lot 3 — 5690 W. 38' Ave., Unit B Lot 4 — 5690 W. 38 Ave., Unit A Lot 5 — 5660 W. 38" Ave., Unit D Lot 6 — 5660 W. 38 Ave., Unit C Lot 7 — 5660 W. 38' Ave., Unit B Lot 8 — 5660 W. 38' Ave., Unit A Lot 9 — 5630 W. 38 Ave., Unit D Lot 10 — 5630 W. 38 Ave., Unit C Lot 11— 5630 W. 38' Ave., Unit B Lot 12 — 5630 W. 38 Ave., Unit A Lot 13 — 3795 Depew St., Unit D SUBDIVISION: Perrins Row Filing No. 2 Jefferson County Reception Number for Plat: 2013143669 AUTHORIZED BY: DISTRIBUTION: Lot 14 - 3795 Depew St., Unit C Lot 15 — 3795 Depew St., Unit B Lot 16 — 3795 Depew St., Unit A Lot 17 — 3791 Depew St., Unit A Lot 18 — 3785 Depew St., Unit B Lot 19 — 3785 Depew St., Unit A Lot 20 — 3781 Depew St., Unit A Lot 21— 3781 Depew St., Unit B Lot 22 — 3781 Depew St., Unit C Lot 23 — 3781 Depew St., Unit D Lot 24 — 3791 Depew St., Unit D Lot 25 — 3791 Depew St., Unit C Lot 26 — 3791 Depew St., Unit B DATE: 2 — Z 5 - - / 5 1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT Services at smitchel(a�jeffco.us 5. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 6. Email to erlinda j.martinez@ sps.g and krissv.i.summerfield(a usps.gov 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Wheat Ridge Water District 11. Wheat Ridge Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division www.d.wheatridge.co.us 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity May DATE: Nk Permit#:201400120 Issued: 12/23/2014 Stipulations: New 1646 sf, 3 story Townhome. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupie All other licensing requirements for the City must be met. I * I I wlx� Owner: NT PERRINS LLC 5271 S YAMPA ST CENTENNIAL CO 80015-2327 Contractor: Gene Myers/Dan Connerly 1.558 PLATTE ST DENVER CO 80202 For the Following Purpose: Single Family - New Code Editions NO change shall be made in the USE of IC /2014 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Occupancy 2006 ICC/2005 NEC from the City of Wheat Ridge. Other 11:59 PM ev City Of Escrow/Letter of Credit ]�W h6atp- Ige Transmittal Sheet coo " ,< COMMUNay DEMOPMENT j Notes: City of W he' at 1. j I d MMENT Co~,,iNrrN DEVEL( ,,�ge .LandsMiag Escrow AgEttntent This agreement made this 19" day of December, 2014, by and between the City of Wheat Ridge and New Town Builders for escrow in the amount of eleven thousan ,& monw landscaping around the building is competed at 5630 W. 38 Avenue - units A, B, C and D In the event that landscaping is not installed by June 1, 2015, the City of Wheat Rid or its designee shall have the right to enter upon said property to construct and/or inst such improvernents or do other such work to accomplish that purpose as may be i1DQ.w&,iq, that the Citi& of Wheat Rid.: e shall first aive notice in writinx; to t I property , owner of its intent to do SO. - I General Contractor NTPERRINSjl,,C - L� 53 Platte Street Aq R , Suite aver CO 8Q2 720-975-3164 - -- _ aver -- Business Address / Phone 12/17/14---- Date ConinignitV Construction Manqof-r Title L4=&%VMMTz,-4r, r a i # Title: Date: /I- Insto9eo nvo6cu .t?. +Gross �fot gate �FUrrsber N6,�r odn t�oscr� .Hors Amount Ad ustent Amount 12/16/14 Landscape Escrows 151 -1610 Refundable Deposits 11,912.50 M 11,912.50 Check 0001229 Total 11,912.50 .00 11,912.50 2 ff�, � �#'� 5 wax Building Permit Application jvfl���� 5630D W 38th Ave lotte Mendez ft":850-320-5814 M= Address: Same as Above Q 110035 919-622-3772 tmorrisj@soIarcity.com___ sxtbton��; Electrical: Plumbing: Mechanical: WR City License # WR City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub City License # City License # Complete all information on BOTH sides of this form Installation of a grid-tied PV system, flush mounted to roof. Amps Squares Other SolarCity. 55 Cleaiview WRy, San Matoo, CA 94402 (&%8)SOL-CITY (765-2,4819) �www,sowcay,ctwn August 19, 2014 Project/Job # 8024844 RE: COVER LETTER Project: Perrin s Row . tot 9 Community 5630D W 38Th Ave, WheatrWge, CO 80212 Digitally signed by Sr1harl Raghavan To Whom It May Concern, Date-, 2014.08.19 11510-41 -07'00 1 i I ill'! i I I I I' 11 1F !i I i I I i I 1 11 1 1 11 'I Civil Engineer Main: 888.765.2489, x5470 I Signed� f Plan ct email: sraghavan@solarcity.com 301.51,'i C�earvkm Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL,-(` �I'Y f (650) 638-1029 sollardty,com ■ I Note: per IBC 1613.1; Seismic check is not required use Ss = 0,224 < 0.4g and Seismic Design Category (SD) = 8 < D Latitude: 39.769IS3, Longitude: -IOS.058401, Exposure Category: C +: Sol (C4 tTM PV ,.: Structur . µ .:. , t. . ,, x $�\ �� �11 l lt '] ��a t'+t ,1. k�k tx�,'xM -- �'�\ 1? \ } \ t 0 }il 1'sY �1. ytx 4 j 1}. t "2� \ � + 4 A�J•1 � 9 a*�.... } \��1,7�Xi'i' \ u,.Y)t.,x"�`S� ;� , ti. .x yx Itc+rtln lateal ACnt IQd7l s . , �'* �++ t nclrn Seam S ci SM Seam Onl . t1 ;M INI \ 1....:.,:n ,. .. l tt assn 24" O3 C PV ern y �lr IMtt�nt'"' rile Attachment System Tile Roofs 0 nl� �dA �1 t. y t � nti } a^ t 1tv'"1 tlly t ti � t 1t? t t t t 1 1 1 11 t 1 ai t tti:�tv„ ak v y, S, tti 1 .�"tllitt t t t� it t nl t 1t u Soannina Vents r In Burry Area of is with PV sf - Roof 1,840 sf Y 0.0 � 18 400 lbs .,r \i��S �. ���'��11 z - ���`+1 t� 1il�l�t3: �'�'�t a'`a �71 � n �,., aC\ `u ".," ' _� \:v \ai �ma�,�', `s�,� 1'^�.,�yuhA ?1 ,,v{ i.. 4 ,�� , �g,�.,}•�����)`'xg Inter It o Hat \Zl�a�,t15z , \ 686 sf 6.0 vsf 4,118 i s B PI = 41 Net Vel ' ht of Under Pv I �L%735 Ibs 2 1 1 y "l 1 1�1 J1 14 ri�mv 1 1� 41 t te 1�§ � �sk L 1Y '1 b1 1�� "Jra 51\ Roof Live Lod si,111 20.0 pst Table 4-1 Roof S10 .'.; , x Sloped Roof Reduction R 3/12 t r 'in 1 Section 4 1 u SolarCi " 'I "rLaSs: C 30155 C "lean iew Way tlrq�+;oNatxw: 8024844 L `f711x�TLY11�R4t 4trI13flC2P1i ' '14 Sala Mateo, CA 944 migrwr, J, Santiago 1 "nah9 (88,S) 765 2489 Conte. 8119 2014 11;01 tkiAM �'ex:catxxl: 5.5 jL3uild 10) Page: t tif• t � ` Spw) Pitch Qq 011L. OHR CANT t.. CAN] °R flys SV46119 b4(TTIPIY 34 -0-0 23 1 041.0 I -M 0-0- 0-0-0 t 24in 156Ibs 32 9 ._. _ (1.44.0 5-3.2 418 id` 4 10 'tG3 4r . a ___,. .. 7 C} 72 . ,. , _.. __, ,4 5 3 2 1Cb2 -12 P 2 Fi 2fk 2 »t 26.11 -4 _, 34-0.0 'l.5X3I 99 L 9 -A. t Y... +4.5x54 r 2,h, 5 x 5 / 7 IA I ! 3x2 } 4 ,.,,.. .,�., ,...,• i �.. 1 1 � x43 OX12 5x5 - ., .... 16 15 14 33 3.5x7.1& - 3rtd _ 6x14 1.5x:3 E 1250 0 240 2.0.0 5.3»2 4 1170 A S110 f94 7412_,.... ..: 494 1dF 2tt^2C1 ............ .. ... ._...- 26- 44 -.p, ........ -_ , ..._.. ..Qadln {sE'At t"Fl .. CSI Summary Deffection L/ ( ) Allowed 1.10 (PA,, [3hig C'Me MC:? {oW TC; 01M0 -7) %it" , ¢R 11 €D k,1 i24 t2 1tf i R.iMBd':A1¢4Yn(N)' Y) P4 'T'P312007 Oca 0,43 (t 1. U" U. 032 1Io9fie 12 (-:(240 IG('*) R.qa W&, incascxti.e; 4c: 'W"4" i {h2(940) Hora: n,; 0,19 an 1i) €F IkO L : 415 % ( "Mr Ftxtr;x %cc 1,5 MWtd4Na "f2 WNA,.+ln& (4:A4044,9,) [2 °P9?.t.Y „1 1.'3 0, +,1 -71,ld 3 #4.4- x2. -A,11) OS t- (4 :13- ll.,3- °8.R2.} j?.Ea.#,.3.11,x1.) fb�l.l3.5 -W.i tr:b 411142,6- 0.963 fleet ;.x,.x.SS9,? t11J- 12 „34,0.V (H, 7,041 AS On Reaction Summary 3 T T • B, C"t rx1>aF f3 w Sietiata ?riaWt v3 Yt - d R'3 W6dtta t3vx 16cxa",f hY»x Carty ai p h&tix 14'vzst t'. rs5a. M44x. C3. Iah Rdsrx. }&vFy .. t T "lik tit} 1 1 § i6t :idtW.$ 1.N' tU l,b9d t1.+L � 1hs 1 H Roo €Ll'.ti } 1 :.5 m 1,11W 2-78 iti. 1.:774 W • » (➢ ths. Material Summary Bracing Summary 'TV SPS 249d1r2,0 2x 4 Ne4w »d'4' i3tax e g Sh+aar@Yw of t'udms tat 1 - 4 , 0, htti , daider by Ohm, 7119 SPF 2.ifD€AA 2x ti. B( SPF 24430 2x 4 Ckmptb SC 1tt•+&'mD 1 3e1Yagh(X1 #xE PitCtXltS <2{ 10 Nflm d"'ign ey( 'Ale- 10,12 SPF Iti.50A,3 2. 4 wI dad SPF Stitt§ 2 x 4 —J t: 247 SPF 1er5itti.5 So 4 %4.32. SPFdF:;SOIL1 . 2, 4 6 -11 SPEP2 2x 4 h -tti 'aPFAP 2,, 4 S1u:1ea SPF 2400f,AR 2x 4 Loads Summary 1)7W tw" h. 3 tul llih plat W the dka6 n1N bais000l dv,Y d.hmttw IIXJ (To - 10 p4() x ?rhq)O IA” Fn ,&VowRa1':R` wIh e{.SC,'E7 - 355 mapt k& 8%1,4111.5 ith ?k!{','Wh WA3(341$4 dt,fiaW ntpui. 3fk p4 muad m— U4 W (Pri, %41rt; rat[ klallkF pod nx fk o. IiAK`bom A{XdEMSL`d wd lh,r } nd .,,. t oal bd N MAY wat bt tht, xpctl'mw% kW rF” v pe% 14t.)L- 1 -11. 2.)'11SAS uAn, bid..t b. % d.e Ai t%1tL'r41+o ofoubxkxttex?.1 tc)Xh, 3) h, nt {;,tkwwn in the "no. lowimgslfWOW on On, dx4Bt"i }!g khix fm,,� ha a6o bt9•at d1]n`@pwd bra 0.0 offity lfkW (7'6;11.,} of 20 pf 4) hInu @x418b 9dib ai14h, 9 loafi g do RwIRtAntm u kh 16C Ittl+1n M07A ba S of bi", Appliw 5) &t ft �W.c. wtlb MC UbIc 1607 1, n4sslmuen kit i»&'a day not Nipty: Load Case t7 N : Std Dead Load mcui a d e +cattscxit 3 4UC.,woni 2 Cbnxaitan nasc0 SFNri Cas t Ud UNI T ib 4!`xSth 'T"p Chd 32.»hk1 CYnrza F;reWe 1 P.d 3 pA 24 it, Member Forces Summary tdh,4 nt1 44aw SC 114111, R % { "C FA %ff [N btRC4{ xY p3fi gIIk. iP Sti E3lk(1 tP1 SG g Yka F orces TC xa -1 teMI 15 1bx. 4.;5 0 212 - 3 X9 §bs h.9 0 71 -93 0" :t -2 0,a 65 4,244 M, 5-5 0441 »5,152 IN 4149 0,05 .<5 R" 2-4 0,W7 -4 625 tt?, 1, -1 11.244 2 4114 W, HC t€).t ( Ya 459 2,3591b l a -t4 OJ ss €10 W, 1341 0 452 4,404 Sn:€ I 1 -1.'. 0,927 c 02 {'t Whs 1+4.35 0.390 4 462 Itt, t 2:1 o 74,a 4 {>69 ih9 Web, :217 x4.625 - 409 ft" $42 0115? iA N 16e 5941 Qf,7!s"+ 1.13+2 Stir 2.35 44.493 R9 p" .,4-12 0,672 3 »9il dlbw 4 fS tt,A20 -2,69?, 1b, 4 -35 19,.296 108 b+ 6-32 dYE09 1,N6 ', h., 940 0.436 - 3671h, 4...14 :1.511 =7P1$ 1h . 12,3} iY 07 54 $b, 5..44 v, 3115 ljoit d §t, 64 9) X# -2 9261h, Now— i k NV 4tl3 thl, mn, ha, J {tY£i{.alo',1 ,untxx I4C,rc i." do, tli C U13CYt h }YAbtlL1 }4iT 1'F3 t 2d)(iwi`.^iY.4 4t1A41 bl'. l4jifY Cq r"' 3.iid. 21 A4 1ea+t 4440.€ h't'b 1610,1 C§ fails tt4t 11UY`EY tYPtii6NPC0.'4 �Tk1k A pl 4P pf}!t}{ iSM t:15A x"11?. 1414 p Nl C$ pat ;4434 VII >Fdi33 W fdte ixkHkp hQ FTrx't%C lfntwt'at. { }' 1t4'spt'SiQktLV,i 4'ardaY MfaC P1uxTC t1(dYA. xnt ?5. t.AN %:Yidt htax� aIxot! ht, in +tMttil m,Ihi. 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WHERE ALL TERMINALS OF PV1 COVER SHEET fbilowing codes: 2006 IRC' A AMPERE E i" EN PV2 SITE PLAN AC AlLftRNATING CURRENT IECC & 2011 NEC, PV3 STRUCTURAL MEWS Qt iff likir POSITION, A SIGN WILL BE PROVIDM WARNING --Alpieps (69�Z-591) AM-IOS-(M) UOI-OWOSOI ROT- M(CSOI ZOW16 Y.) I miew ues Aem —o ssm 0 S I 1171d HIS VOISAS IWOM331S )11138vlo i ZIZ09 00 '300IN IV3HM I — Xd — Og w -- d - 9 - S - 054 - 8 – Y - 10S VOW - (Z t SMOH 'N VGIS,�S Ad INnovi imi oa on '6 101 *3AV HIK *M aN99 i .. /fill Ak L- — Ad ... ......... .. IYE�� I k (3 V38V NOIIVIIVISNI Ad d3HIO , MamilEmly'r-R, Oil iiiiil LOZ/61/9 Z Ad :31" MU "Lee m 1 4 AJI 10 9TTT \ I MAX. BETWEE FOOTINGS STAGGERED 1 --2' T N) ZEP INTERLOCK (E) 2x4 RAFTERS 0 4" SPACING F RONT VIEW Sc ^} r7c: q )^ " y"gi9 lt6 lIS, V JB-8024844 00 ��� III III��IN�pIIJI rrl� (E) ROOF DECKING J "x4" LAG BOLT (2" EMBED, MIN) (E) RAFTER `�— APPROVED BACKFILL SCHEDULE 40 PVC CONDUIT Sm "M MJ: Denver MENDEZ, CHARLOTTE 56 30 D W, a s WHEAT RIDGE +i mm All •# X 3055 Cearview Way San Mateo, CA MT REt DA TE T:(650) 638-1028 F:(65D) 638-1029 Nui M . : ��= ( 5) ( } LOWEST MODULE SUBSEQUENT MODULES X ,� ,� • • II I ,AT1110 R AFT E R, H OLE AN D DRILL PILOT PL ACE IIII���II�SHIING UllBLOCK. �NS X # i ! f. 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W.Va, tp . ....... —Y WYY._ Key Features silicon cells laminated with a white back sheet and framed 29 gv with black anodized aluminum. The black-framed CS6P-PX • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high reduces installation time quality aesthetic module with lowest system cost. • Lower system costs - can cut rooftop Best Quality installation costs in half Temperature Coeffim crd %rc 0C) • 235 quality control points in module production • Aesthetic seamless appearance • low profile • EL screening to eliminate product defects with auto leveling and alignment • Current binning to improve system performance - Accredited Salt wrist resistant • Built-in hyper-bonded grounding system - if it's 8 74A mounted, it's grounded Best Warranty Insurance • Theft resistant hardware # 25 years worldwide coverage ....... 1d92% - 100% warranty term coverage • Clara -low parts count - 3 parts for the mounting • Providing third party bankruptcy rights and grounding system • Non-cancellable • industry first comprehensive warranty insurance by • Immediate coverage AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies world Cte omprehensive Certifica s • industry leading plus only power tolerance: 0 5101 • IEC 61215, IEC 61730, lEC61701 ED2, UL 1703, • Backward compatibility with all standard rooftop and CEC Listed, CE and MCS ground mounting systems • 1S09001: 2008: Quality Management System . ISO/TSI 6949:2009: The automotive quality • Backed By Our New 10125 Linear Power Warranty management system Plus our added 25 vear insurance coveraos - IS01 4001 :2004: Standards for Environmental management system ME= CS6P-235/240/245/250/255PX Black-framed Temperature Characteristics 4 24QW Zin, I Front Cover l 2 29 gv 30,0v 30 +` Frame Material 7,90A 8,03A 8,17A 3A Temperature Coeffim crd %rc 0C) 36,9V Connectors C. 1V I _O Standard latioutipng (Modules per Pallet) 24pes � 8 59A 8 74A 1 Normal peratmaCeOTemperatif I 45i2'C .... 14,61% § ....... 1d92% 1 5,23% 15,54% , _ 15 EM Performance at Low Irradiance *V1 l 01,011 01.1 irradomius of 1000w/m ts,;G�;;W (AM 1,5 25'U) Engineering Drawings Power Tof or an c a +5w Under Standard lost Conamons (STC1 of Wadiance of I 000ANim', spectrum AM ➢ o and crr4teripenidnemi!&i" Nominal Maximum Pow r 1 TOW 174W I 78w 181W 1854b 27 2V 27,3V 2 5 638A 6,49A Open circudVonage I 21 4V 34 OV 1 34, 1 Short Circuit Current (lsc) 6.86A &96A 7 08A 7 19A g V Under ekinaw operating runi reomonowo, u"Adiance of 800 Wiin , spectruniAM 1 6, Ann inVo tammiraW10 20r,, -nd speed I min Mechanical Data CORTYpe CORArrimsennort 60(6x1o) Dimensions 1638 x 982 x 40mm (64s A, 38,7 x 1,57m) N Front Cover 32mm Tempered glass Frame Material Anodized Wummium alloy J_SoX d des Cable W 4MM'uEC)112A G(UL), 1000nim Connectors MC4 or MCA Comparable Standard latioutipng (Modules per Pallet) 24pes N oino joi iaAjj i?npoid 1 S14uaAalS lt'iOS GeV Z M 96elaem jamod jndlno ujnw xeA ,009'v 009v oozv Met Mzv OOZE '00ot? 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E (IUOa MW s ,30 4 0 lddVV P UOeJfPUOD 6LLkISOAIPU A6tauo jewLjdo O�Ow 'a GMUO IddN Juopuadopu� 41!M suoqoes Input Jenp e4.1 (IsaM PUP ISR3 :aidwexe Joj) 'SUoqoq13P juqlq; pp Ut poluepo sAwie-qns oml wojj suo jejuotjo JU9194yp o 4pm suoklel)elsw cloijow jo; ,n;osn Ajjvioodsa sr sqj (iddl 6 Wx 1 rN1 'Md J otM juapoodcapu! 4pm, s6mils oml sess000id jeqj mloas jndug jenp v sjaj;o japJAW Si41 44 [S!Suoo v Apodwd aqj 4o �OUO�0!,_49 Dt4j 40J 6UIjS0AJvtj Mow usa�oq leg ot4i Isow atp je4 6 01 Sjoumo-atuoq bmiquU'l Mewe sjoued wos do4orj� jo,mownu "od qwjj sR'I dAj 044 $4t),Iklla{dWOI 4&4 04.L bwjjsosetjd-9p6u s io Ap !Lw ss k;,L Building er it Application not be proossod. 1 Complete all information on BOTH sides of this form M ) i a. o 6 zvj u Y; lad O ry fj ril -70 Ic, oxol Epson m 0 ROME IN IS low mmml 0 M IN n � � IN IN No 4 MOM ONE EVA No 0 ME ■ ■ ■ 900-5LS-£0£ :xe3 • 50£ :WaJ J10y . IOL9 :au * LOZ08 opcs010D `aaeuaQ . anuaey IP6£ •g OOLS / / Job runs ss ype Pl NT 1120 1 131 ] :GABIE 1 1 Job Referen ce (optional) nv ecun: r.35u s Sep zr 2ulz Nnnt: 7.350 s Sep 212012 MiTek Industries, Inc. Wed May 22 1451:55 2013 Page 1 2 ID' VtQnwg3wX3YQvCGWTU9nNIzDyXN- zXb4LTrOHglhEHCRKPonW1 hw6woOSPesYu9H9HZDv21 X 0.11-0 14-" 15-9-0 14 -2E 1 4 n�o 2.50 f 12 27 10 i ce ! 5x6 WB= 45 6 3x4 1 2 25 24 23 22 21 20 19 18 17 16 15 3x4 = 3x4 11 Scale: 114"=l' 21 -0 -0 14-6-0 14-6-0 Plate Offsets (X,Y): [5:0- 3- 0,0 -3 -4] LOADING (pso SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.00 13 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TL) -0.01 14 n/r 120 BCLL 0.0 ' Rep Stress Incr Yes WB 009 Horz(TL) 0.00 15 n/a n/a BCD L 10.0 Code IRC2009ITP12007 (Matrix) Weight 91 lb FT = 0% LUMBER - - - BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: OTHERS 2x4 SPF No.2 9 -2 -13 oc bracing: 24 -25. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 14 -6 -0. Installation guide. (Ib) - Max Horz 25= 329(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 25, 16, 17, 18, 19, 20, 21, 22,23 except 15=- 124(LC 6), 24=- 288(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 25= 278(LC 6) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 13 -15 =- 212/268, 2 -25 =- 358/162 BOT CHORD 24 -25 =- 410/148 WEBS 2 -24 =- 137/503 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.Opsf, BCDL= 6.Opsf, h =25ft, 6 =45ft; L =24ft; eave =oft; Cat. II; Exp C. enclosed, MWFRS (all heights) and C -C Extenor(2) - 0 -11 -0 to 2 -1 -0, Interior(1) 2 -1 -0 to 15 -9 -0 zone, cantilever left and right exposed , end vertical left and right exposed,C -C for members and forces & MWFRS for reactions shown, Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1 -4 -0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 10) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15, 25, 16, 17, 18, 19, 20, 21, 22, 23, and 24. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o �G2��,�,ATTR' pe` — y NT_1120 SS 1 1 Jo b Reference o tional ProBuild, Joe Murphy Run: 7.350 s Sep 27 2012 Pr nt: 7.350 s Sep 27 2012 MiTek Industries, Inc. Wed May 22 1451:55 2013 Page 1 19,,0 ID. VtQnwg3wX3YQvCGWTU9nNIzDyXN -z- J 4 LTrOHgIhEHCRKPonW1hzvwoKSQUsYu9H9HzDv21 0 11 -0 3 a -0-u 10 -9-0 9 -2-8 1 -3-0 10 Scale = 1:20.8 3x4 11 19 -0-0 LOADING(pso SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.11 Vert(LL) 0.00 9 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.01 10 n/r 120 BCLL 0.0 ' Rep Stress Incr Yes WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 38 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly appli o r 6 -0 -0 oc bracing OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 9 -6 -0. Installation guide. (lb) - Max Horz 18= 167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 12, 13, 14, 15, 16 except 11=- 134(LC 9), 17=- 116(LC 6) Max Grav All reactions 250 lb or less at joint(s) 18, 11, 12, 13, 14, 15, 16, 17 FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9- 11=- 211/276 NOTES 1) Wind: ASCE 7 -05, 105mph (3- second gust), TCDL =6 Opsf; BCDL= 6.Opsf; h =25ft, B =45ft, L =24ft, eave =2ft, Cat. II; Exp C. enclosed; MWFRS (all heights) and C -C Corner(3) - 0 -11 -0 to 2 -1 -0, Exterior(2) 2 -1 -0 to 10 -9 -0 zone; cantilever left and right exposed ; end vertical left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1 -4 -0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 10) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 18, 11, 12, 13, 14, 15, 16, and 17. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o cuss cuss T TCLL y Plates Increase NT_7120 G3 Monopi Truss 5 1 FJobReference P R ld I M Rep Stress Incr Yes BCDL 10.0 (optional) •-• - •• nun: ioou s S7,27202 Print: / 360 5 Sep 27 2012 MITek Industries, Inc. Wed May 22 14:5157 2013 Page 1 1� ID:VtOnwg3wX3 OvCGWTU9nNIzDyXN- wwjgm9sepHYPTaMgSgqFbSm7Nk�9HJwjOD9zDt /1G 11 53-2 10 -2 -12 15-25 20-2-0 26-11-4 34 -0-0 35.3-0 11 4 -11 -10 4 -11 -10 4 -11.10 4.11 -10 6 -9-4 7 -0-12 13-0 0 -3-8 Scale = 1:58.3 2.50 12 3x4 II 11 12 4 1 802 II 6x12 MT20H WB= 2x4 I I 19-0-0 LOADING(psf) SPACING 2 -0 -0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 ' Rep Stress Incr Yes BCDL 10.0 Code IRC2009/TP12007 LUMBER TOP CHORD 2x6 SPF 210OF 1.8E *Except* T1: 2x4 SPF 240OF 2.OE, T2: 2x4 SPF 165OF 1.5E BOT CHORD 2x4 SPF 1650F 1.5E `Except' 61: 2x4 SPF 240OF 2.OE, 133: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 DF 1950F 1.7E 3 -0 -0 CSI DEFL in (loc) I /defl Ud TC 0.88 Vert(LL) -0.50 16 >816 240 BC 0.94 Vert(TL) - 1.0016 -17 >405 180 WB 0.97 Horz(TL) 0.26 13 n/a n/a (Matrix -M) REACTIONS (lb /size) 13= 1806/0 -5 -8 (min. 0-2-13),2=1765/0-5-8 (min. 0 -1 -15) Max Horz2= 360(LC 6) Max Upliftl3=- 443(LC 5), 2=- 417(LC 5) 21-0-0 PLATES GRIP MT20 197/144 MT20H 148/108 Weight: 163 lb FT = 0% F BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. WEBS 1 Row at midpt 8-14,10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3 =- 439/83, 34=- 4071/885, 4 -5 =- 44541966, 5- 6=- 4419/973, 6 -7 =- 38111844, 7 -8 =- 5305 /1225,8 -9 =- 2394 /540,9 -10 =- 2345/551,11 -13 =- 347/224 BOT CHORD 2- 20=- 1086/3897, 19- 20=- 1086/3897, 18-19=-1086/3897,17-18=-109714348, 8 -15 =- 262/1410, 14-15=-1309/5194.13-14=-609/2303 WEBS 4 -18 =- 66/480, 6 -17 =- 760/208, 7- 17=- 1196/381, 15 -17 =- 991/3966, 7- 15=- 406/1549, 8- 14=- 31281775, 10-14=-172/1213,10-13=-2685/660 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; B =45ft; L =34ft; eave =4ft; Cat. 11; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) - 0 -11 -0 to 2 -5 -13, Interior(1) 2 -5 -13 to 35 -3 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 2. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 30 = 5x10 = 2x4 II LOAD CASE(S) Standard 20 " 18 17 16 cuss ?uss Type NT_1120 G3G Monopitch Truss ProBuild, Joe Murphy - - 11H$ 1 v« Q 11 p 5 3 2 t a2 -12 15 2Fi 20-2-0 ail 4.71 -10 4 -11 -10 4 -11 -t0 0-M 4 -11 -10 1 8x12 II 6x12 MT20H VVB 3x4 - NAILED 5x10 NAILED 2x6 li 2x4 is NAILED NAILED NAILED NAILED 19 -0-0 11 12 21 -M 5-3-2 10 -2 -12 12-6 20-2-0 26 -11 -4 34 -" 5 3 2 411 -10 1 .... 4 11 -10 6 -9 -4 7-0-12 Plate Offsets (A,Y): [2:0 -8 -7 Edgel 0 -3-0 Edge j,_[14;0- 3- 8,0 -1- 8),[15 -10- 4,0-5- 01.[17:0 -1- 12.0 -2 -81 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.53 16 -17 >761 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.98 Vert(TL) -1.04 16 -17 >389 180 MT20H 148/108 BCLL 0.0 ' Rep Stress Incr Yes WB 0.96 Horz(TL) 0.25 13 n/a n/a BCDL 10.0 Code IRC20091TPI2007 (Matrix -M) Weight: 163 lb FT = 0% 1 - � LUMBER BRACING TOP CHORD 2x6 SPF 2100E 1.8E 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T1: 2x4 SPF 240OF 2.0E, T2: 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. BOT CHORD 2x4 SPF 240OF 2.0E 'Except* WEBS 1 Row at midpt 8-14,10-13 63: 2x4 SPF No.2, B2: 2x4 SPF 1650E 1.5E WEBS 2x4 SPF "Except' MiTek recommends that Stabilizers and required cross bracin g be W7: 2x4 SPF SPF 1650E 1.5E installed during truss erection, in accordance with Stabilizer SLIDER Left 2x8 DF 1950E 1.7E 3 -0 -0 Installation guide. REACTIONS (lb /size) 13= 1905/0 -5 -8 (min. 0 -2 -1), 2= 1899/0 -5.8 (min. 0 -2 -1) Max Horz 2= 360(LC 6) Max Upliftl3=- 537(LC 5), 2=- 543(LC 5) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3 =- 459/103, 3 -4 =- 4442/1233, 4 -5 =- 4951/1432, 5 -6 =- 4916/1441, 6 -7 =- 4245/1251, 7 -8 =- 5824/1713, 8 -9 =- 2562/696, 9- 10=- 2513/708, 11 -13 =- 346/224 BOT CHORD 2- 20=- 1420/4252, 19 -20 =- 1420/4252, 19 -26 =- 1420/4252, 18 -26 =- 1420/4252, 18 -27 =- 1557/4837, 27- 28=- 1557/4837, 17- 28=- 1557/4837, 8- 15=- 469/1627, 14 -15 =- 1789/5704, 13- 14=- 763/2468 WEBS 4 -18 =- 199/622, 6-17=-834/278,7-17=-1240/423, 15-17=-1413/4414,7-15=-489/1638. 8 -14 =- 3500/1127, 10- 14=- 295/1345, 10- 13=- 28791841 NOTES 1) Wind: ASCE 7 -05, 105mph (3- second gust), TCDL= 6.Opsf, BCDL= 6.Opsf, h =25ft, B =451ft; L =34ft; eave =oft; Cat. II; Exp C. enclosed; MWFRS (all heights) and C -C Exterior(2) - 0 -11 -0 to 2 -5 -13, Interior(l) 2 -5 -13 to 35 -3 -0 zone; cantilever left and right exposed end vertical left and right exposed,C -C for members and forces & MWFRS for reactions shown, Lumber DOL =1.60 plate grip DOL =1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 2. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) "NAILED" indicates 3 -10d (0.148 "x3 ") or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =l 15, Plate Increase= 1.15 26 -11 -4 34 -0-0 353-0 6.9-4 7 -0-12 2.50 F1 2 3x4 I I Scale= 1:59.3 Continued on page 2 20 " co 18 a Zu 17 Z9 30 16 y u av rc nu r. r.JOtl a Jn L! NlL MI I BK Ir1bUSrrlBS, inn Wa0 May 22 14:b1:b6 2013 Page 2 IO:VtOnwg3wX3YOvCGWTU9nNlz yXN -O6 HCzVtGabgF5kx0 ?YLU7fJGM7brfYilEsOymczDv2F LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1- 11 = -80, 11- 12 = -80, 16- 21 = -20, 13- 15 = -20 Concentrated Loads (lb) Vert: 17= -39(B) 26= -39(B) 27= -39(B) 28= -39(B) 29= -39(B) 30= -39(B) cuss cuss Type y y NT 1120 G3G Monopitch Truss 1 1 Proeuiw. oe Murohv r Job Reference (optional) y u av rc nu r. r.JOtl a Jn L! NlL MI I BK Ir1bUSrrlBS, inn Wa0 May 22 14:b1:b6 2013 Page 2 IO:VtOnwg3wX3YOvCGWTU9nNlz yXN -O6 HCzVtGabgF5kx0 ?YLU7fJGM7brfYilEsOymczDv2F LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1- 11 = -80, 11- 12 = -80, 16- 21 = -20, 13- 15 = -20 Concentrated Loads (lb) Vert: 17= -39(B) 26= -39(B) 27= -39(B) 28= -39(B) 29= -39(B) 30= -39(B) 1 - ID: VtOg3wX3YQvCGWiU9nNIzU nw yXN- slgbBruuLuo6iuWDZFsgtsSaXyKO24 &T fV12zDv2E 8 -7 -12 17 -0-0 25-4-4 34 -0-0 353-0 - 11 8.4.4 84.4 8-4-4 &7 -12 13-0 0 -3-8 2.50 12 19-" LOADING(psf) cuss runs ype CSI y Plates Increase L% l G4 Monopilch Truss 75-- 1 BC 0.90 ProBuild. Joe Murohv Rep Stress Incr e.._....�.. _ ...,.._ ... _. _ Job Reference (optional 1 - ID: VtOg3wX3YQvCGWiU9nNIzU nw yXN- slgbBruuLuo6iuWDZFsgtsSaXyKO24 &T fV12zDv2E 8 -7 -12 17 -0-0 25-4-4 34 -0-0 353-0 - 11 8.4.4 84.4 8-4-4 &7 -12 13-0 0 -3-8 2.50 12 19-" LOADING(psf) SPACING 2 -0 -0 CSI TCLL 47.0 Plates Increase 1.15 TC 0.90 TCDL 10.0 Lumber Increase 1.15 BC 0.90 BCLL 0.0 Rep Stress Incr Yes WB 0.83 BCDL 10.0 Code IRC2009/TP12007 (Matrix -M) LUMBER end verticals. BOT CHORD TOP CHORD 2x6 SPF 21OOF 1.8E WEBS 1 Row at midpt 9-11,6-12 BOT CHORD 2x4 SPF 2400F 2.0E `Except` 2 Rows at 1/3 pts 8 -11 132: 2x4 SPF 1650F 1.5E installed during truss erection, in accordance with Stabilizer WEBS 2x4 SPF No.2 *Except* Installation uide. W5: 2x4 SPF 1650E 1.5E SLIDER Left 2x6 SPF 2100F 1.8E 3 -0 -0 REACTIONS (lb /size) 11= 2543/0 -5 -8 (min. 0- 2 -12), 2= 2403/0 -5 -8 (min. 0 -2 -10) Max Horz 2= 409(LC 8) Max Upliftl 1 =-442(LC 5), 2=- 419(LC 5) 6x12 MT20H WB= Scale = 1:57.6 04 11 DEFL in (loc) I /deft Ud PLATES GRIP Vert(LL) -0.51 11 -12 >800 240 MT20 197/144 Vert(TL) -1.00 11 -12 >408 180 MT20H 1481108 Horz(TL) 0.20 11 n/a n/a Weight: 157 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7 -3 -15 oc bracing. WEBS 1 Row at midpt 9-11,6-12 2 Rows at 1/3 pts 8 -11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3 =- 1051/9, 3 -4 =- 6270/1040, 4 -5 =- 5741/875, 5 -6 =- 5682/888, 6 -7 =- 3549/536, 7 -8 =- 3374/554,9 -11 =- 578/245 BOT CHORD 2 -15 =- 1228/6022, 14 -15 =- 954/4893, 13 -14 =- 954/4893, 12 -13 =- 954/4893, 12 -21 =- 561 /2662, 21-22=-561/2662, 11-22=-561/2662 WEBS 4 -15 =- 5811278, 6 -15 =- 69/838, 6 -12 =- 1892/467, 8 -12 =- 154/1675, 8 -11 =- 3207/599 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; 13=45ft; L =34ft; eave =4ft; Cat. II; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) - 0 -11 -0 to 2 -5 -13, Interior(1) 2 -5 -13 to 35 -3 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 2. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 10x10 II OA9 — oxiZ Mrzun vw= 5x6 = 3x10 MT20H= o cuss cuss ype DEFL y (loc) NT_1120 7E1 Ud Special Truss g 1 TC 0.06 Vert(LL) -0.00 5 >999 240 Job Reverence (optional) u cv is ru i.o 5 ", cult MI -InOU5Q1e5,' W. . may zz 14:ovouzu1s wage 1 0 11 0 19 3 IO:VtOw,1 32 Q-o G �. WTU9nNIzDyXN��IgbpruuLuo6iuWDZFsjgtsgkXA7OE ?STW7VI2zDv2E 1 0 11-0 1 0-3-8 1-8 -8 2.50 12 ZX4 II 1906 19-0-0 Scale = 1:9.7 LOADING (psf) SPACING 2 -0 0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix -M) Weight: 7 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD REACTIONS (lb /size) 4= 59/Mechanical, 5= 197/0 -3 -8 (min. 0 -1 -8) Max Horz5 =63(LC 6) Max Uplift4= -25(LC 6), 5=- 113(LC 5) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; B =45ft, L =24ft; eave =oft; Cat. 11; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss russ ype Q y Pl y MT20 197/144 NT_1120 GE2 Monopitch Truss g 1 TCLL 30.0 Plates Increase 1.15 TC 0.06 Job Reference (optional) rnm. ov s aep Z1 [U 1Z MI I eK Inouslnes, Ir1c wea May z2 14:V LKJ zo13 Page 1 11.11 ID:VtQnwg3wX3 QvCGWTU9nNlzDyXN- KX( 9r - 0 -11 -0 0 38 1 -11 -0 0 11 -0 0 -3-8 1 -8 -0 2.50 12 4x6 = 3 3x4 = Plate Offsets ( X,Y): [6:0- 2- 0,0 -0-0� (loc) I /dell L PLATES GRIP Vert(LL) -0.00 5 >999 2 MT20 197/144 Vert(TL) -0.00 LOADING(psf) SPACING 2 -0 -0 CSI TCLL 30.0 Plates Increase 1.15 TC 0.06 TCDL 10.0 Structural wood sheathing directly applied or 1 -11 -8 oc purlins, except Lumber Increase 1.15 BC 0.01 BOT CHORD BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 installed during truss erection, in accordance with Stabilizer BCDL 10.0 Installation guide. Code IRC2009frP12007 (Matrix -M) LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS (lb /size) 5= 195/0 -5 -8 (min. 0 -1 -8), 7= 2710 -1 -8 (min. 0 -1 -8) Max Horz 5 =46(LC 6) Max Uplift5=- 106(LC 5), 7= -13(LC 6) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.7 DEFL in (loc) I /dell L PLATES GRIP Vert(LL) -0.00 5 >999 2 MT20 197/144 Vert(TL) -0.00 5 >999 1 Horz(TL) -0.00 7 n/a n /a Weight: 7 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1 -11 -8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05: 105mph (3- second gust), TCDL= 6.Opsf, BCDL= 6.Opsf, h =25ft, B =45ft, L =24ft: eave =oft, Cat. 11, Exp C, enclosed, MWFRS (all heights) and C -C Exterior(2) zone, cantilever left and right exposed , end vertical left and right exposed,C -C for members and forces & MWFRS for reactions shown, Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 7. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1 -11$ 1 -11� /d 40 80 LOAD CASE(S) Standard 11 Mfi d 12 -6 -14 QnergyLogic analysis. Insight. answers. 3 'a -a ENERGY CODE INSPECTION CHECKLIST Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1120 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.blg Rating Date: 01/10114 Building Information: Conditioned Area (sq ft): 1633 Conditioned Volume (cubic ft): 17330 Insulated Shell Area (sq ft): 4388 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. EnergyLogic, Inc's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings: [ ] 1. Attic: R -38 Blown Attic G1 (666 s.f.) R -25.0 continuous insulation, R -13.0 cavity insulation. Name: Flat Insulation Grade: 1 II III Face/Inset /APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: Comments /L Plan checker [ ] 2. Attic: R30 Blow Open G1 (73 s.f.) R -17.0 continuous insulation, R -13.0 cavity insulation. Name: Flat edge Insulation Grade: 1 II III Face/Inset Comments /L Above -Grade Walls: REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 [ J 1. Wall: x6 16oc BF /R23 G1 (616 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Front 2x6 Insulation Grade: 1 II III Face / Inset Comments /Location [ ] 2. Wall: x4 16oc FB /R13 G1 (770 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Left 2x4 common Insulation Grade: I II III Face/Inset Comments /Location [ ] 3. Wall: x6 16oc BF /R23 G1 (440 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Back 2x6 Insulation Grade: 1 II III Face / Inset Comments /Location [ ] 4. Wall: x6 16oc BF /R23 G1 (770 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Right 2x6 Insulation Grade: 1 II III Face / Inset Comments /Location [ ] 5. Wall: x6 16oc BF /R23 G1 (176 s.f.), Between conditioned space and garage R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Garage 2x6 Insulation Grade: 1 11 III Face / Inset Comments /Location Windows and Skylights: Window -to -Wall Area Ratio: 0.16 [ ] 1. Window: Low E 30 / 30 (139 s.f., South), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Front 2x6 Orientation: South Comments /Locatio [ j 2. Window: Low E 30 / 30 (98 s.f., North), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Back 2x6 Orientation: North REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments /Loca (J 3. Window: Low E 30 / 30 (84 s.f., East), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Right 2x6 Orientation: East Comments /Loca Doors: [ J 1. Door: R 6.2 no storm (22 s.f.), R -Value 6.2 Comments /L [ J 2. Door: R 5 Garage Entry (18 s.f.), R -Value 5.0 Comments /Location Frame Floors: [ J 1. Floor: F -Glass 16oc 12" G1 (469 s.f.), Between conditioned space and garage R -0.0 continuous insulation, R -50.4 cavity insulation. Name: Garage Insulation Grade: 1 II III Face/inset Comments /Location [ J 2. Floor: F -Glass 16oc 12" G1 (57 s.f.), Between conditioned space and ambient conditions R -0.0 continuous insulation, R -50.4 cavity insulation. Name: Cant Insulation Grade: 1 II III Face/Inset Comments /Location Slab Floors: [ ] 1. Slab: R1 0-S1 0'w/R1 0-P1 8"G1 (213 s.f.) R -10.0 perimeter insulation, R -10.0 under slab insulation. Name: Slab Insulation Grade: 1 II III Face / Inset Comments /Locatio Rim and Band Joists: REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 [ ] 1 Joist: Ambient (92 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -19.0 cavity insulation. Name: Ambient Insulation Grade: 1 II III Face / Inset Comments /Location 2. Joist: Party (46 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Party Insulation Grade: 1 II III Face / Inset Comments /Location Mechanical Equipment: 1 Heating: Fuel -fired air distribution, Natural gas, 92.1 AFUE Make and Model Number: 2. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number: 3 Water Heating: Conventional, Natural gas, 0.62 EF, 40.0 Gal. Make and Model Number Mechanical Ventilation System: Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 46 cfm, 24.0 hrs /day, 15.0 wafts. System description(make): Air Leakage Control: (] Blower Door Test at Final (] House is air - sealed so as to achieve 3.00 ACHSO or less at final blower door test. (Max CFM50 is: 867) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. INFILTRATION REQUIREMENTS FOR IECC. f 2009 IECC Infiltration limit for the design home is 7 ACHSO. 2012 IECC Infiltration limit for the design home is 3 ACH REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985- 2013Architectural Energy Corporation, Boulder, Colorado. 016 ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 5 Duct Leakage and Insulation: [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM /Rate at 1.000 CFM @ 25 Pascals [) Duct System 1 Total Duct Leakage is specified in REM /Rate at 1.000 CFM @ 25 Pascals DUCT LEAKAGE C REQ FOR IECC 2009 IECC Postconstruction Leakage Test: Duct Leakage t O utdoors— 8 CFM2 / 100 sq ft CFA. 2009 IECC Rough in Test with AHU: Total Duct Leakage —6 CFM25 / 100 sq ft CFA. 2009 IECC Rough in Test without AHU: Total Duct Le — 4 CFM 25 / 1 sq ft CFA. 2012 IECC Postconstruction Leakage Test Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test with AHU: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test without AHU: Total Duct Leakage — 3 C FM25 / 100 sq ft CFA. NOTES REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. w ,.... Arm . 1A ENERGY STAR VERSION 3 HOME REPORT Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1120 End Perrins Row Rating Org.: EnergyLogic, Inc Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End -Use Loads (MMBtu /year) ENERGY STAR As Designed Heating: 19.8 16.5 Cooling 9.8 7 Water heating: 11.0 10.8 Lighting &Appliances: 19.1 20.2 Total: 59.8 54.7 HERS Index of Reference Design Home 72 66 HERS Index w/o PV HERS Index Target (SAF Adjusted) 72 66 HERS Index Size Adjustment Factor: 1.00 HERS Index w10 PV <= HERS Index of Reference Design Home AND HERS Index <= HERS Index Target to comply. Mandatory Requirements for All ENERGYSTAR Version 3.0 Qualified Homes X❑ Duct leakage at post construction better than or equal to ENERGY STAR v3.0 requirements. X❑ Envelope insulation levels meet or exceed ENERGY STAR v3.0 requirements. X❑ Slab on Grade Insulation must be > R -5, and at IECC 2009 Depth for Climate Zones 4 and above. X❑ Envelope insulation achieves RESNET Grade I installation, or Grade II with insulated sheathing. X❑ Windows meet the 2009 IECC Requirements - Table 402.1.1. X❑ Duct insulation meets the EPA minimum requirements of R -6. XO Mechanical ventilation system is installed in the home. XD ENERGY STAR Checklists fully verified and complete. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Qualified Home. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation. Boulder, Colorado. ENERGY STAR VERSION 3 HOME REPORT New Town Builders Page 2 Pollution Prevented Type of Emissions Carbon Dioxide (CO2) - tons /yr Sulfur Dioxide (S02) - Ibs /yr Nitrogen Oxides (NOx) - Ibs /yr Energy Cost Savings ($ /year) Reduction Heating: 3.1 Cooling: 3.4 Water Heating: 8.4 Lights&Appliances: Tota I: The energy savings and pollution prevented are calculated by comparing the Rated Home to the ENERGY STAR Version 3 Reference Home as defined in the "ENERGY STAR Qualified Homes HERS Index Target Procedure for National Program Requirements, Version 3.0" promulgated by the Environmental Protection Agency (EPA). In accordance with RESNET Mortgage Industry National Home Energy Rating Systems Standards, building inputs affecting setpoints infiltration rates, window shading and the existence of mechanical systems may have been changed prior to calculating loads. REM /Rate - Residential Energy Analysis and Rating Software v14.3 © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. $273 $85 $11 $88 war (J) Nw1M�Op ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1120 End Perrins Row Rating Org.: EnergyLogic, Inc 0.00 Wheatridge, CO 80033 Raters Name: Peter Oberhammer Builders Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. Building Information Conditioned Area (sq ft): Conditioned Volume (cubic ft): Insulated Shell Area (sq ft): Number of Bedrooms: Housing Type: Foundation Type: Building Shell Ceiling w /Attic: Sealed Attic: Vaulted Ceiling: Above Grade Walls: Found. Walls (Cond): Found. Walls (Uncond) Frame Floors: Slab Floors: Mechanical Systems Heating Cooling Water Heating Programmable Thermostat: Ventilation System: Lights and Appliances Percent Interior Lighting: Percent Garage Lighting: Refrigerator (kWh /yr): Dishwasher Energy Factor: Ceiling Fan (cfrnMatt): 1633 17330 4388 3 Townhouse, inside unit Slab R -38 Blown Attic G1 U =0.026 None None x6 16oc BF /R23 G1 U =0.055 None None F -Glass 16oc 12" G1 U =0.024 R1 0-S 10'w /R 10- P18 "G1 U =0.044 Ratings HERS Index: 66 HERS Index w/o PV: 66 HERS Index Target (SAF Adjusted): 72 HERS Index of Reference Design Home: 72 Size Adjustment Factor: 1.00 Window/Wall Ratio: Window Type: Window U- Value: Window SHGC: Infiltration: Duct Leakage to Outside Total Duct Leakage: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Air conditioner, 30.0 kBtuh, 13.0 SEER. Conventional, Gas, 0.62 EF. Heat- Cool =Yes Exhaust Only: 46 cfm, 15.0 watts. 90.00 Clothes Dryer Fuel: 0.00 Clothes Dryer EF: 775.00 Clothes Washer LER: 0.60 Clothes Washer Capacity: 0.00 Range /Oven Fuel: 0.16 Low E 30/30 0.300 0.300 Htg: 3.00 Clg: 3.00ACHSO 1.00 CFM @ 25 Pascals 1.00 CFM @ 25 Pascals Electric 2.67 704.00 2.87 Electric REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. IN ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY New Town Builders Note: Where feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV <= HERS Index of Reference Design Home ARID HERS Index <= HERS Index Target to comp) Page 2 i REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. Mp11 �O^�e ti (DnergyLogic Na tYY6069 analysis. insight. answers. pp a \''t1 =ID` �,.•` 7 ��P 2009 IECC ANNUAL ENERGY COST COMPLIANCE Date January 10, 2014 Rating No.. Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1120 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.blg Rating Date 01/10/14 Annual Energy Cost ($) 2009 IECC As Designed Heating: 443 361 Cooling: 93 102 Water Heating: 184 184 SubTotal - Used to Determine Compliance: 720 64 7 Lights &Appliances: 678 672 Photovoltaics: -0 -0 Service Charge. 0 0 Total: 1398 1320 Window U- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.2): PASSES Duct Leakage (Section 403.2.2): PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 10.0°/x. Name: Peter Oberhammer Organization: EnergyLogic, Inc Signature: Date: January 10. 2014 * Design energy cost is based on the following systems: Heating: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. Window -to -Floor Area Ratio: 0.20 REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Blower door test: Htg: 3.00 Clg: 3.00 ACHSO In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. Page 2 REMIRate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ( Z)nergyLogic N , o wTC� t t� ~ O s analysis. Insight. answers. Ho. 199 8-069 p� Af�TAT 14~ 2012 IECC ANNUAL ENERGY COST COMPLIANCE Date: January 10, 2014 Rating No. Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1120 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1120 End Perrins Row.blg Rating Date: 01/10/14 Annual Energy Cost ($) 2 IE CC A D es ig ned Heating: 347 361 Cooling: 117 112 Water Heating: 184 184 SubTotal - Used to Determi Compliance: 648 657 Lights & Appliances: 678 672 Photovoltaics: -0 -0 Service Charge: 0 0 T otal: 1326 1329 ' Window U- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.1.2): PASSES Duct Leakage (Section 403.2.2): PASSES Mechanical Ventilation (Section 403.5): PASSES This home DOES NOT meet the annual energy cost requirements of Section 405 of the 2012 International Energy Conservation Code based on a climate zone of 5B. Name: Peter Oberhammer Signature: Organization: EnergyLogic, Inc Date: January 10, 2014 ' Design energy cost is based on the following systems: Heating: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985- 2013Architectural Energy Corporation, Boulder. Colorado. /:2 2012 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Page 2 Window-to-Floor Area Ratio: 0.20 Blower door test: Htg: 3.00 Clg: 3.00ACHSO In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2012 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. 7 c o 0 0 0 0 0 0 0 v n LO v O O o V N LO O T r �a a c 0 a) 0 Q m 0 0 0 E 0 0 0 0 c M v v N o C) a E E c c c c in o o m oo n y� v� a 0 0 0 0 _o E m U V e» m ' r Z Z ' C C C p O O O w a) U U U R O O ca c w M m N O 00 _ u :. T T T 1� CD 3 C 7 0 M N N co O O O . 0 Q C C C a0 in a o z Q N o �o cn w w w O a co o m m -CD d U CD m m w O c C c �, o c m m� 0 0 o rn ° v m U- .� E m 0 'D y N V) N ` w c c c J 7, Z r o tp 3 T U a) E N N N O) a) (D Z 2) O a] . 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O O U O) 0) 0) a) E m a3 Y _N _N +�+ O) O) LL C N M < _ 0 L �L I = N N O N LL C W m R J J � m ¢ .0 3: � LL 0 m C a O '� W O a) O >' E d a O E M H y> a S U 2 0 In .E a) U 0 C m ca o M O c a o O c 0 « m a 0 . O V N W = a o o m m m o L a 0 c c m a) a A M m C (0 a) �' d U co O E 'D . O > m f6 N W a7 v' X O ° -° y > C Co d > 0 O Q 2 U N u W 01 0 5 U o a) > E m � w y 0 m r c U E ' E Q E o :°. co c R m N 0 a o o r i C� a J a) W M � N C S ) > .c o y O m 0 0 -- o 0 oU N TO S M a) ° co ° CO W— - c w .° c @ �0 m CL � T Q N m m c C a) N N C ° 7 W 0 � c w O O Q Q , N C O O N o E- C � C U G W H w ;1 �61 0 r. s . fV Cn U ft I 00 I U) 0 D (D (D U) M , c 07 '(D. 0 -> C2- (D FD' X E 0 (n m :3 7r,3 ID 4 7 4 1,11� A \,Z-. xo APPROVED Subject to Field Inspections Wheat Midge B Ilding Dept. P�S Date: Sign _ Plan checker 25x12" up to 1st Flr 18X12" UP DN C � 18x12" x 2" uplto 1st Fir I UPDN Guest Entry I I ■1 SR- 220,8 ",167 CFM,Reg:14x6 NEWTOWN BUILDERS PERRIN'S ROW Plan 1120 T s K � � x Co Co Low,7 ",100 CFM,Grille:12x6 Laundry SR- 230,5 ",52 CFM,Reg:10x4 Low energy consumption criteria, Building design equiptment locations, and local building code requirements may hinder customer comfort preferences. Continous blower operation may be required to equalize temperature differences. North page Size: 8.5x11" Lower Level Scale: 1/8" = 1'0" JOK Drawn: Approved: Date: Job Number: 4" whisper green fan 100,5 ",32 CFM,Reg:10x4 F� _ dr 14x6" Transfer Grille Low,515 CFM,Grille:20x2O 25x12" From Below Kitche 12'0" of 1200 fn 1st floor ceili 16'0" of 20x10" In 1st flr Ce UP DN - T 110 CFM,Reg:14x6 ■1 UPDN Li APPROVED Subject to Fie ' Inspections I Wheat Rid( Iding Dept. Date: Signe _ �'" n check: - NEWTOWN BUILDERS PERRIN'S ROW Plan 1120 SR- 180,8 ",110 CFM,Reg:14x6 h - r:il♦ SR- 170,7 ",72 CFM,Reg:10x4 SR- 160,7 ",72 CFM,Reg:10x4 ° CFM GIVEN HERE ARE THE LARGEST BETWEEN SEASONS TIIAT WILL BE REQUIRED FROM ELITE SOFI'WARES MANUAL AND MAY USE COMMON ROOMS TO MAKE UP SUPPLY AIR CFM THAT IS REQUIRED AS SHOWN ON FLOOR PLANS. Page Size: 8.5x11" Main Floor Scale: 1/8" = 1'0" Drawn: Approved: Date: Job Number: I Rhvac - Residential &Light Commercial HVAC Loads Smith & Willis HVAC LLC (_Littleton, CO 80125 Project Report Gen eral Project Inform Project Title: Designed By: Project Date: Client Name: Company Name: Company Representative: Company Address: Company City: Company Phone: Company E -Mail Address: Desi n D Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: NewTown Perrin's Row Plan 1120 End Unit Bob Guenther Wednesday, October 19, 2011 Newtown Builders Smith And Willis Heating And Air LLC Bob Guenther 12340 Mead Way Littleton, CO. 80125 (303)688 -4487 ext 102 bob @smithandwillis.com Outdoor Dry Bulb Winter: 1 Summer: 91 [C heck Figure Elite software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Pa e Wheatridge, Colorado Front door faces West High 39 Degrees 5418 ft. 0.819 Outdoor Outdoor Indoor Indoor Wet Bulb Rel.Hum Rel.Hum Dry Bulb 0.19 80% 50% 70 59 15% 50% 75 Grains Difference 61.05 -39 Total Building Supply CFM: 825 CFM Per Square ft.: 0.527 Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (ft of Cond. Space: 14,881 Building Loads - - - Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Notes 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. is 7 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & L Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 8012 � Misce llaneous Repor System 1 System 1 Outdoor Input Data Dry Bulb Elite Software Development, Inc. ■ NewTown Perrin's Row Plan 1120 End Unit Page 2 Outdoor Outdoor Indoor Indoor Grains _W et Bulb Rel.Hum Rel.Hum Dry Bu Difference Winter: 1 0.19 80% 50% 70 61.05 Summer: 91 59 15% 50% 75 -39.07 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 650 ft. /min 450 ft. /min Maximum Velocity: 900 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.302 AC /hr 0.250 AC /hr 75 CFM 62 CFM Infiltration Actual: 0.341 AC /hr 0.295 AC /hr Above Grade Volume: X 14.881 Cu.ft. X 14,881 Cu.ft. 5,072 Cu.ft. /hr 4,395 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 85 CFM 73 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = (1.10 X 0.819 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.76 = (0.68 X 0.819 X -39.07 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.17 = (1.10 X 0.819 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (62 CFM) Summer Infiltration Specified: 0.250 AC /hr (62 CFM) Y:\ ... \Plan 1120 End Unit.rhv Supply Garage Return Garage Open Crawl 0.24 8 Yes YPC Wednesday, November 20, 2013, 3:14 PM 414.8 7R R Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 Load Preview Report Elite Software Development, NewTown Perrin's Row Plan 1120 End P. Scope Building System 1 Duct Latent Humidification Zone 1 1 -Guest Entry 2- Laundry 3 -Pwdr 4- Kitchen/Dining 5- Living 6-Loft/Bedroom 3 7- Bedroom 2 8- Master Bedroom 9 -Bath 10- Master Bath Sum of room airflows maybe greater than system airflow because system room airflow option uses the greater of heating or cooling. Y:\ ... \Plan 1120 End Unit.rhv Net fLz Sen Lat 2,550 Sen S Duct 1,564 17,606 -995 17.606 37,814 772 825 825 10x15 155 1,721 -293 1,721 8,161 167 81 167 8 53 829 -91 829 2,535 52 39 52 5 39 556 -79 556 1,562 32 26 32 5 362 4,691 -346 4,691 7,676 157 220 220 8,7 252 3,089 -284 3,089 6,065 124 145 145 7,7 213 1,994 38 2,032 3,746 76 93 93 7,7 148 1,638 84 1,722 2,552 52 77 77 7,7 212 2,416 59 2.475 3.685 75 113 113 7,7 54 81 0 81 126 3 4 4 4 76 592 -83 592 1,705 35 28 35 7 Y:\ ... \Plan 1120 End Unit.rhv Net fLz Sen Lat Net Sen S Duct Toni _ I /Ton Area Gain Gain Gain Loss Ht S g CFMj CIg CFM Act Size CFM 1.47 1,159 1,564 17,606 -1,413 17,606 _ 40,364 772 825 825 1.47 1,159 1,564 17,606 -1,413 17.606 40,364 772 825 825 18x12 -418 0 ■ - Wednesday, November 20, 2013, 3:14 PM I Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 Pa e. System 1 - System 1 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity I, � 1 M c C7 ro 1 m rsion) / Average Glass / 1.3 x Average / Hourly Glass / Hourly Total Net Sensible Gain Glass Gain Gain Gain Over 12 Hours FAED Calc Su mmary_ - -- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. System is on NE, SE, SW, NW rosette. Peak load exceeds 12 -hour average load by 43.3 %. AED Excursion (amount by which peak exceeds 1.3 x average): 935 Btuh Definition: A system has adequate exposure diversity if the peak -hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion greater than 1.3 x baseline and less than 1.5 x baseline) This application has glass areas that produced relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). Y:\ ... \Plan 1120 End Unit.rhv Q Wednesday, November 20, 2013, 3:14 PM 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm f R;ivac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End Littleton, CO 80125 Pa [Ma nual D Ductsize Data - Duct System 1 - Supply - --Duct Name, etc. Roughness Diameter Velocity SPL.DLi Type Temperature Width Loss /100 SPL. Upstream Length Height Fit.Eq.Len SPL.T� Shape CFM Area SP.Avail SPL.Cumul I Sizing -- -Duct Name: ST -290, Feeds Into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 15.2 148 0.000 Up: ST -280 55 20 0.003 0.000 Rect 0.5 10 0.0 0.000 Presize 205 2.5 0.336 0.464 -- -Duct Name: ST -280, Feeds Into: Kitchen /Dining, Effective Length: 4.8 Trunk 0.0003 15.2 199 0.000 Up: ST -220 55 20 0.005 0.000 Rect 4.8 10 0.0 0.000 Presize 277 24.2 0.336 0.464 -- -Duct Name: ST -270, Feeds Into: Kitchen /Dining, Effective Length: 0.7 Trunk 0.0003 15.2 306 0.000 Up: ST -230 55 20 0.011 0.000 Rect 0.7 10 0.0 0.000 Presize 425 3.3 0.336 0.464 -- -Duct Name: ST -190, Feeds Into: Kitchen /Dining, Effective Length: 1.0 Trunk 0.0003 15.2 508 0.000 Up: ST -320 55 20 0.027 0.000 Rect 1.0 10 0.0 0.000 Presize 706 5 0.337 0.463 -- -Duct Name: ST -260, Feeds Into: Kitchen /Dining, Effective Length: 2.8 Trunk 0.0003 15.2 456 0.001 Up: ST -190 55 20 0.022 0.000 Rect 2.8 10 0.0 0.001 Presize 633 14.2 0.337 0.463 -- -Duct Name: ST -250, Feeds Into: Kitchen /Dining, Effective Length: 1.0 Trunk 0.0003 15.2 402 0.000 Up: ST -260 55 20 0.018 0.000 Rect 1.0 10 0.0 0.000 Presize 558 5 0.337 0.463 -- -Duct Name: ST -240, Feeds Into: Kitchen /Dining, Effective Length: 2.2 Trunk 0.0003 15.2 399 0.000 Up: ST -250 55 20 0.017 0.000 Rect 2.2 10 0.0 0.000 Presize 554 10.8 0.336 0.464 -- -Duct Name: ST -230, Feeds Into: Kitchen /Dining, Effective Length: 0.7 Trunk 0.0003 15.2 358 0.000 Up: ST -240 55 20 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 497 3.3 0.336 0.464 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Effective Length: 0.5 Elite Software Development, Inc. Smith & Willis HVAC LLC ® NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 0.000 Up: ST -270 55 Pa e Manual D Duc Data - Duct Sys tem 1 - Supp/y (cont'd Rect 0.5 10 -- -Duct Name, etc. Roughness Roughness 0.000 Presize 387 2.5 Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit J Upstream Length Shape CFM Height Area Fit.Eq.Len SP.Avail SPL Tot SPL.Cumr Sizing 0.002 0.000 Rect 0.5 10 0.0 0.000 Presize 148 -- -Duct Name: ST -220, Feeds Into: Kitchen /Dining, Effective Length: 0.5 Runout Trunk 0.0003 15.2 279 0.000 Up: ST -270 55 20 0.009 0.000 Rect 0.5 10 0.0 0.000 Presize 387 2.5 0.336 0.464 -- -Duct Name: ST -210, Feeds Into: Kitchen /Dining, Effective Length: 0.5 0.485 Trunk 0.0003 15.2 107 0.000 Up: ST -290 55 20 0.002 0.000 Rect 0.5 10 0.0 0.000 Presize 148 2.5 0.336 0.464 -- -Duct Name: ST -200, Feeds Into: Kitchen /Dining, Effective Length: 0.5 Trunk 0.0003 15.2 79 0.000 Up: ST -210 55 20 0.001 0.000 Rect 0.5 10 0.0 0.000 Presize 110 2.5 0.336 0.464 -- -Duct Name: SR -100, Supplies: Pwdr, Fittings: 2 -I, 4 -AD, Effective Length: 62.2 Runout 0.0003 5 235 0.004 Up: ST -190 128 3.9 0.021 0.009 Rnd 18.0 5.5 44.2 0.013 Presize 32 23.6 0.324 0.476 -- -Duct Name: SR -160, Supplies: Living, Fittings: 2 -I, 4 -AD, Effective Length: 70.9 Runout 0.0003 7 269 0.003 Up: ST -280 55 5.4 0.019 0.011 Rnd 13.3 7.7 57.7 0.014 Presize 72 24.3 0.322 0.478 -- -Duct Name: SR -170, Supplies: Living, Fittings: 2 -I, 4 -AD, Effective Length: 76.5 Runout 0.0003 7 269 0.003 Up: ST -230 55 5.4 0.019 0.012 Rnd 13.3 7.7 63.3 0.015 Presize 72 24.3 0.321 0.479 -- -Duct Name: SR -180, Supplies: Kitchen /Dining, Fittings: 2 -I, 4 -AD, Effective Length: 83.5 Runout 0.0003 8 315 0.002 Up: ST -220 55 6.2 0.021 0.016 Rnd 10.4 8.7 73.1 0.018 Presize 110 21.8 0.318 0.482 -- -Duct Name: SR -200, Supplies: Kitchen /Dining, Fittings: 2 -I, 4 -AD, Effective Length: 51.2 Runout 0.0003 7 412 0.000 Up: ST -200 55 5.4 0.041 0.021 Rnd 0.0 7.7 51.2 0.021 Presize 110 0 0.315 0.485 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Fitting: 1 -H1, Effective Length: 128.1 Elite Software Development, l Smith & Willis HVAC LLC Littleton, C 80125 16 NewTown Perrin's Row Plan 1120 End Unit Pa e 7 Manu D Ductsize Data - Duct Sys 1 - Supply (cont'd Up: Fan 55 18 -Du Jame, etc. Roughness Diameterill V Velocity SPL.DU Type Temperature Width Loss /100 SPL. it Upstream Length Height Fit.Eq.Len SPL.To Shape CFM Area SP.Avail SPL.Cum` Sizing Up: SMT -100 55 18 0.028 -- -Duct Name: SMT -100, Feeds Into: Guest Entry, Fitting: 1 -H1, Effective Length: 128.1 Runout 0.0003 Trunk 0.0003 16 551 0.000 Up: Fan 55 18 0.028 0.036 Rect 0.5 12 127.6 0.344 Presize 826 2.5 0.341 0.459 -- -Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.2 Trunk 0.0003 16 551 0.000 Up: SMT -100 55 18 0.028 0.000 Rect 0.2 12 0.0 0.000 Presize 826 0.8 0.341 0.459 -- -Duct Name: SR -220, Supplies: Guest Entry, Fittings: 2 -I, 4 -AD, Effective Length: 90.9 Runout 0.0003 8 478 0.007 Up: ST -180 128 6.2 0.041 0.031 Rnd 16.0 8.7 74.9 0.037 Presize 167 33.5 0.301 0.499 -- -Duct Name: SR -230, Supplies: Laundry, Fittings: 2 -I, 4 -AD, Effective Length: 49.1 Runout 0.0003 5 381 0.005 Up: ST -170 128 3.9 0.049 0.019 Rnd 9.7 5.5 39.4 0.024 Presize 52 12.7 0.317 0.483 -- -Duct Name: ST -170, Feeds Into: Guest Entry, Effective Length: 2.2 Trunk 0.0003 16 551 0.001 Up: ST -110 55 18 0.028 0.000 Rect 2.2 12 0.0 0.001 Presize 826 10.8 0.341 0.459 -- -Duct Name: ST -180, Effective Length: 6.3 Trunk 0.0003 16 525 0.002 Up: ST -310 55 18 0.026 0.000 Rect 6.3 12 0.0 0.002 Presize 787 31.7 0.338 0.462 -- -Duct Name: ST -310, Effective Length: 4.8 Trunk 0.0003 16 525 0.001 Up: ST -170 55 18 0.026 0.000 Rect 4.8 12 0.0 0.001 Presize 787 23.8 0.340 0.461 -- -Duct Name: ST -320, Effective Length: 0.5 Trunk 0.0003 16 471 0.000 Up: ST -180 55 18 0.021 0.000 Rect 0.5 12 0.0 0.000 Presize 706 2.5 0.338 0.462 Y:\ ... \Plan 1120 End Unit.rhv Q Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC 7 ■ New Perrin's Row Plan 1120 End Unit Littleton, CO 80125 55 5.4 0.006 Page 8 Manual D D uctsize Da ta -Duct System 1 - Supply (co nt'd) 7.7 49.4 -- -Duct Nam Presize _ 28.3 0.332 etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul LSizing 0.326 0.474 -- -Duct Name: SR -190, Supplies: Master Bath, Fittings: 2 -I, 4 -H, Effective Length: 70.5 -- -Duct Name: SR -120, Supplies: Loft /Bedroom 3, Fittings: 2 -I, 4 -G, 8 -A2, 8 -A2, Effective Length: 96.4 Runout 0.0003 7 176 0.002 Up: ST -190 55 5.4 0.009 0.007 Rnd 19.3 7.7 77.1 0.009 Presize 47 35.4 0.329 0.471 -- -Duct Name: SR -130, Supplies: Bedroom 2, Fittings: 2 -I, 4 -G, Effective Length: 64.8 Runout 0.0003 7 142 0.001 Up: ST -210 55 5.4 0.006 0.003 Rnd 15.4 7.7 49.4 0.004 Presize 38 28.3 0.332 0.468 -- -Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 2 -I, 4 -G, Effective Length: 75.3 Runout 0.0003 7 213 0.002 Up: ST -290 55 5.4 0.013 0.007 Rnd 17.3 7.7 58.1 0.010 Presize 57 31.6 0.326 0.474 -- -Duct Name: SR -190, Supplies: Master Bath, Fittings: 2 -I, 4 -H, Effective Length: 70.5 Runout 0.0003 7 131 0.001 Up: ST -260 128 5.4 0.005 0.003 Rnd 15.5 7.7 55.0 0.003 Presize 35 28.4 0.333 0.467 -- -Duct Name: SR -210, Supplies: Bath, Fittings: 2 -I, 4 -H, Effective Length: 23.5 Runout 0.0003 4 46 0.000 Up: ST -250 55 3.1 0.002 0.000 Rnd 6.0 4.4 17.5 0.000 Presize 4 6.3 0.336 0.464 -- -Duct Name: SR -240, Supplies: Master Bedroom, Fittings: 2 -I, 4 -G, Effective Length: 84.1 Runout 0.0003 7 213 0.002 Up: ST -240 55 5.4 0.013 0.009 Rnd 17.3 7.7 66.8 0.011 Presize 57 31.6 0.326 0.474 -- -Duct Name: SR -250, Supplies: Bedroom 2, Fittings: 2 -I, 4 -G, Effective Length: 76.0 Runout 0.0003 7 142 0.001 Up: ST -270 55 5.4 0.006 0.004 Rnd 15.4 7.7 60.6 0.005 Presize 38 28.3 0.331 0.469 -- -Duct Name: SR -260, Supplies: Loft /Bedroom 3, Fittings: 4 -G, 2 -I, Effective Length: 79.4 Runout 0.0003 7 176 0.001 Up: ST -260 55 5.4 0.009 0.006 Rnd 15.7 7.7 63.7 0.007 Presize 47 28.7 0.330 0.470 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F ,O Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads . Elite Software Development, I Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 __ _ Page 9 Manual D Ductsi Data - Duct Sys 1 - Supply (coW d) -- -Duct Name etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul Sizing 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. Summary Number of active trunks: 17 Number of active runouts: 15 Total runout outlet airflow: 938 Main trunk airflow: 826 Largest trunk diameter: 16 SMT -100 Largest runout diameter: 8 SR -180 Smallest trunk diameter: 15.2 ST -290 Smallest runout diameter: 4 SR -210 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.308 Supply fan static pressure available: 0.492 Runout maximum cumulative static pressure loss: 0.499 SR -220 Return loss added to supply: 0.115 Total effective length of return ( ft.): 356.0 High Total effective length of supply ( ft.): 232.4 SR -220 Overall total effective length ( ft.): 588.4 High to SR -220 Design overall friction rate per 100 ft.: 0.084 (Available SP x 100 / TEL) System duct surface area (No Scenario): System duct surface area (Scenario 1): Total system duct surface area: 91.8 414.8 Garage (Linked to duct load) 506.6 0 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 Manua D Ductsize Da ta -Duct System 1 - Return - -Du mow etc. Roughness Diameter Type Temperature Width Upstream Length Height Shape CFM Area Sizing Elite Software Development, NewTown Perrin's TnO Row Plan 1120 End Pa Trunk 0.0003 12 388 0.000 Up: RT -140 75 12 Velocity SPL.Du Loss /100 SPL. Fit.Eq.Len SPL.Tot SP.Avail SPL.Cumul -- -Duct Name: RT -170, Feeds From: Kitchen /Dining, Effective Length: 2.0 Trunk 0.0003 15.2 Trunk 0.0003 12 388 0.000 Up: RT -140 75 12 0.020 0.000 Rect 2.0 10 0.0 0.000 Presize 323 7.3 -0.032 0.107 -- -Duct Name: RT -140, Feeds From: Kitchen /Dining, Effective Length: 7.0 Presize 938 16.7 Trunk 0.0003 12 388 0.001 Up: RT -190 75 12 0.020 0.000 Rect 7.0 10 0.0 0.001 Presize 323 25.7 -0.033 0.107 -- -Duct Name: Low, Returns From: Kitchen /Dining, Fittings: 6 -B, 6 -H, Effective Length: 84.0 Runout 0.0003 15.2 371 0.000 Up: RT -190 75 20 0.015 0.012 Rect 0.2 10 83.8 0.012 Presize 515 0.9 -0.022 0.012 -- -Duct Name: RT -180, Effective Length: 3.3 Trunk 0.0003 15.2 675 Trunk 0.0003 16 625 0.001 Up: RT -120 75 18 0.034 0.000 Rect 3.3 12 0.0 0.001 Presize 938 16.7 -0.035 0.110 -- -Duct Name: RMT -100, Feeds From: Guest Entry, Fittings: 5 -H1, 5 -N, Effective Length: 171.7 Trunk 0.0003 15.2 675 0.000 Up: Fan 75 20 0.043 0.074 Rect 0.3 10 171.3 0.075 Presize 938 1.7 -0.040 0.115 -- -Duct Name: RT -110, Feeds From: Guest Entry, Effective Length: 1.8 0.003 Presize 938 Trunk 0.0003 15.2 675 0.001 Up: RMT -100 75 20 0.043 0.000 Rect 1.8 10 0.0 0.001 Presize 938 9.2 -0.039 0.114 -- -Duct Name: RT -120, Effective Length: 7.7 Runout 0.0003 Trunk 0.0003 16 625 0.003 Up: RT -110 75 18 0.034 0.000 Rect 7.7 12 0.0 0.003 Presize 938 38.3 -0.037 0.111 -- -Duct Name: Low, Returns From: Guest Entry, Fittings: 6 -C, 6 -G, 12 -S, Effective Length: 50.1 Runout 0.0003 7 374 0.003 Up: RT -180 75 5.4 0.033 0.013 Rnd 10.4 7.7 39.7 0.017 Presize 100 19.1 -0.019 0.017 2z Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 Manual D Duc tsize Da ta - Duct Sys 1 - Return cont'd - -Duct Name, 1 W etc. Roughness Diameter Type Temperature Width Upstream Length Height Shape CFM Area [Sizing Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page 11 12 388 Velocity 16 559 SPL Duct Loss /100 S Fit.Eq.Len SP SP.Avail SPL. -- -Duct Name: RT -190, Effective Length: 4.2 0.0003 12 388 Trunk 0.0003 16 559 0.001 Up: RT -180 75 18 0.028 0.000 Rect 4.2 12 0.0 0.001 Presize 838 20.8 -0.034 0.109 -- -Duct Name: RT -150, Feeds From: Master Bedroom, Effective Length: 0.7 Trunk 0.0003 12.9 332 0.000 Up: RT -170 75 14 0.014 0.000 Rect 0.7 10 0.0 0.000 Presize 323 2.7 -0.032 0.107 -- -Duct Name: High, Returns From: Master Bedroom, Fittings: 6 -B, 8 -B3C, 6 -H, Effective Length: 157.6 Runout 0.0003 12 388 0.000 Up: RT -150 75 12 0.020 0.032 Rect 0.5 10 157.1 0.032 Presize 323 1.8 0.000 0.032 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. Number of active trunks: 8 Number of active runouts: 3 Total runout outlet airflow: Main trunk airflow: 938 938 Largest trunk diameter: 16 RT -180 Largest runout diameter: 15.2 Low Smallest trunk diameter: 12 RT -170 Smallest runout diameter: 7 Low Runout maximum cumulative static pressure loss: 0.032 High Return loss added to supply: 0.115 Total effective length of return ( ft.): 356.0 High System duct surface area (No Scenario): 65.6 System duct surface area (Scenario 1): 78.6 Garage (Linked to duct load) Total system duct surface area: 144.2 Notes pp yll— 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. t Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC :._ . ... Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page 12. Ma nual D Ductsize Data - Duct System 1 - Return (cont'd) _ Note . Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. ry Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, fn_d7 Smith & Willis HVAC LLC . NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 _Page 13 Total Building Summary Loads Component Area Sen Lat Sen Tota Description Quan Loss Gain Gain Gain New Town Window: Glazing- .3/.3, u -value 0.3, SHGC 0.3 292.8 6,062 0 7,660 7,660 New Town Door: Door -R =2.85 41.8 1,010 0 322 322 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 12D -Osw: Wall- Frame, R -15 insulation in 2 x 4 stud 863.6 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs 166 -38: Roof /Ceiling -Under Attic with Insulation on Attic 722 1,296 0 863 863 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 226- 10ph -t: Floor -Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, tile covering, R -10 insulation, passive, heavy moist soil 20P -38 -c: Floor -Over open crawl space or garage, 500.9 1,037 0 89 89 Passive, R -38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM: 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.95 gal /day : 2,550 0 0 0 AED Excursion: 0 0 935 935 Total Building Load Totals: 40,364 -1,413 17,606 16,193 Total Building Supply CFM: 825 CFM Per Square ft.: 0.527 Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (ft of Cond. Space: 14,881 Bu Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 Tons (Based On Sensible + Latent) Notes 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 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 [Building Pie Chart Floor 8% Roof 3% Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page 14 Humidification 6% Infiltration 13% Building Loss 40,364 Btuh Wall 30% Ductwork 22% Glass 15% Door 3% sion 6% Wall 14% Building Gain 16,193 Btuh )uctwork 12% Equipment 7% '-M• :•. Door 2% Glass 46% Y:\ ... \Plan 1120 End Unit.rhv zi 1 Wednesday, November 20, 2013, 3:14 PM Floor 1% �R hvac - Residential & Light Commercial HVAC Loads Elite Software Development, I ith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End leton, C0801 Page, [System 1 System 1 Sum Loa ds New Town Window: Glazing- 3/3, u -value 0.3, SHGC 0.3 292.8 6,062 0 7,660 7,660 New Town Door: Door -R =2.85 41.8 1,010 0 322 322 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 12D -Osw: Wall- Frame, R -15 insulation in 2 x 4 stud 863.6 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs 166 -38: Roof /Ceiling -Under Attic with Insulation on Attic 722 1,296 0 863 863 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 226- 10ph -t: Floor -Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers slab edge and extends straight down to 3' below grade, tile covering, R -10 insulation, passive, heavy moist soil 20P -38 -c: Floor -Over open crawl space or garage, 500.9 1,037 0 89 89 Passive, R -38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM: 85, Summer CFM: 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.95 gal /day : 2,550 0 0 0 AED Excursion: 0 0 935 935 System 1 System 1 Load Totals: 40,364 -1,413 17,606 16,193 Supply c;1 -nn: 825 CFM Per Square ft.: 0.527 Square ft. of Room Area: 1,564 Square ft. Per Ton: 1,159 Volume (W) of Cond. Space: 14,881 Total Heating Required Including Ventilation Air: 40,364 Btuh 40.364 MBH Total Sensible Gain: 17,606 Btuh 100 % Total Latent Gain: -1,413 Btuh 0 % Total Cooling Required Including Ventilation Air: 17,606 Btuh 1.47 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 1120 End Unit. rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Smith & Willis HVAC LLC ; ■ NewTown Perrin's Row Plan 1120 End Littleton, CO 80125 pa Equipment Dat - Sys tem 1 - System 1 Cooling System Type: Outdoor Model: Indoor Model: Tradename: Outdoor Manufacturer AHRI Reference No.: Nominal Capacity: Efficiency: Heating System Type Model: Tradename: Manufacturer Description: Capacity: Efficiency: Y:\ ... \Plan 1120 End Unit.rhv Standard Air Conditioner CA 13NA024 „ "(A, B) CNPV'3017A "' +TDR 13 SEER PURON AC CARRIER AIR CONDITIONING 4540832 23200 13 SEER Natural Gas Furnace 59SC2B060S17 -16 Carrier CARRIER CORPORATION Natural Gas or Propane Furnace 56000 92.1 AFUE 161 ( - Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Elite Software Development, In NewTown Perrin's Row Plan 1120 End Littleton, CO 80125 Sen Clg Lat Sen Pa ge 4 [ Detailed - Room Loads - Room 1 - Guest Ent (A verage Load Procedure) HTM Loss General Gain SE- Wall - 121 20.5 X 10 187.2 _V alue 0.065 Calculation Mode: Htg. & clg. Occurrences: 1 ___Gain 137 SW- Wall- 12D -Osw 2.8 X 10 Room Length: 154.7 ft. System Number: 1 1.3 0 Room Width: 1.0 ft. Zone Number: 1 4.5 142 Area: 155.0 sq.ft. Supply Air: 167 CFM 0.065 Ceiling Height: 10.0 ft. Supply Air Changes: 6.5 AC /hr NW- Wall- 12F -Osw 6.5 X 10 Volume: 1,547.0 cu.ft. Req. Vent. Clg: 0 CFM 0 Number of Registers: 1 Actual Winter Vent.: 0 CFM 767 1.3 0 Percent of Supply.: 0 % 0.350 24.2 430 Actual Summer Vent.: 0 CFM 6.7 Percent of Supply: 0 % NW- Door -New Town Door 3 X 8 Actual Winter Infil.: 16 CFM 580 7.7 0 Actual Summer Infil.: 13 CFM 0.300 '1e; .ea -U- Htg Sen Clg Lat Sen Deschption tiantity HTM Loss HTM Gain SE- Wall - 121 20.5 X 10 187.2 _V alue 0.065 4.5 840 0.7 0 ___Gain 137 SW- Wall- 12D -Osw 2.8 X 10 28.3 0.086 5.9 168 1.3 0 38 NW- Wall- 12F -Osw 4.2 X 10 31.7 0.065 4.5 142 0.7 0 23 SW- Wall- 12F -Osw 4.1 X 10 33.3 0.065 4.5 149 0.7 0 24 NW- Wall- 12F -Osw 6.5 X 10 41 0.065 4.5 184 0.7 0 30 NE- Wall- 12D -Osw 12.9 X 10 129.2 0.086 5.9 767 1.3 0 172 SE- Door -New Town Door 2.7 X 17.8 0.350 24.2 430 7.7 0 137 6.7 NW- Door -New Town Door 3 X 8 24 0.350 24.2 580 7.7 0 185 NW- GIs -New Town Window shgc- 10 0.300 20.7 207 23.5 0 235 0.30%S SW- GIs -New Town Window shgc- 7.5 0.300 20.7 155 28.3 0 212 0.30%S Floor - 2213-1 0ph 51 ft..Per. 51 0.481 33.2 1,693 0.0 0 0 Subtotals for Structure: 5,315 0 1,193 Infil.: Win.: 15.5, Sum.: 13.4 510 1.892 965 0.380 -293 194 Ductwork: 1,881 243 AED Excursion: 91 Room Totals: 8,161 -293 1,721 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential &Light Commercial HVAC Loads Elite Software Development, Smith & Willis HVAC LLC NW- GIs -New Town Window shgc- ■ NewTown Perrin's Row Plan 1120 j Inc End Littleton, CO 80125 Floor- 22B -10ph 16 ft.. Per. 16 0.481 33.2 531 0.0 Page [ Detai led Room Loads - Room 2 - La (Average Load Proced 1,652 0 608 FGeneral 158 1.889 299 0.379 _ 60 ANIL 584 Calculation Mode: Htg. & clg. Occurrences: 44 Room Totals: 2,535 Room Length: 52.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 53.0 sq.ft. Supply Air: 52 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.9 AC /hr Volume: 529.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description _ Q uantity Value HTM HTM Gai Gain SW-Wall- 1 2D-Osw 6 X 10 60 _L _ 0.086 5.9 356 1.3 0 80 NW- Wall- 12F -Osw 9.8 X 10 78.3 0.065 4.5 351 0.7 0 58 NW- GIs -New Town Window shgc- 10 0.300 20.7 207 23.5 0 235 0.30%S NW- GIs -New Town Window shgc- 10 0.300 20.7 207 215 0 235 0.30%S Floor- 22B -10ph 16 ft.. Per. 16 0.481 33.2 531 0.0 0 0 Subtotals for Structure: 1,652 0 608 Infil.: Win.: 4.8, Sum.: 4.2 158 1.889 299 0.379 -91 60 Ductwork: 584 117 AED Excursion: 44 Room Totals: 2,535 -91 829 Y:\ ... \Plan 1120 End Unit.rhv -- (Z) Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End Unit Lwlw C $ -- Page 19 Detailed Room Lo - Room 3 - Pwdr (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 6.3 ft. System Number: 1 Room Width: 6.2 ft. Zone Number: 1 Area: 39.0 sq.ft. Supply Air: 32 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 4.4 AC /hr Volume: 430.0 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.: 4 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sew Description Quan Value H TM Loss HTM Gai Gain' SE- Wall- 12F -Osw 6.3 X 11 60.6 0.065 4.5 272 0.7 0 45 NE- Wall- 12D -Osw 6.2 X 11 67.9 0.086 5.9 403 1.3 0 90 SE- GIs -New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.30%S Floor- 20P -38 1 X 39.1 39.1 0.030 2.1 81 0.2 0 7 Subtotals for Structure: 942 0 396 Infil.: Win.: 4.2, Sum.: 3.6 138 1.891 260 0.378 -79 52 Ductwork: 360 78 AED Excursion: 30 Room Totals: 1,562 -79 556 Y:\ ...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Elite Software Development, l ' Smith & Willis HVAC LLC New Perrin's Row Plan 1120 End Unit Littleton, CO 80125 Page 20 Det ailed Room Loads - Room 4 - K itchen /Dining (Average Load Procedure) Area General .. Htg Sen Clg Lat Sen Calculation Mode: Htg. & clg. Value Occurrences: 1 HT M Room Length: 361.7 ft. System Number: 1 4.5 Room Width: 1.0 ft. Zone Number: 1 59.9 Area: 362.0 sq.ft. Supply Air: 220 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.3 AC /hr Volume: 3,978.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM 0.065 4.5 90 Percent of Supply.: 0 % SW- Wall- 12F -Osw 0.7 X 11 7.4 0.065 Actual Summer Vent.: 0 CFM 0 5 NE- Wall- 12D -Osw 20.2 X 11 Percent of Supply: 0 % 1,317 1.3 0 Actual Winter Infil.: 18 CFM 0.300 20.7 186 Actual Summer Infil.: 16 CFM _ Area -U- Htg Sen Clg Lat Sen L cripf o Qua ntity Value HT Loss HT M Ga Ga SE- Wall - 1217-0sw 14 X 11 136 0.065 4.5 610 0.7 0 - 100 SW-Wall- 1 2F-Osw 6.7 X 11 59.9 0.065 4.5 269 0.7 0 44 SE- Wall- 12F -Osw 1.8 X 11 20.1 0.065 4.5 90 0.7 0 15 SW-Wall- 1 2F-Osw 9.7 X 11 76.4 0.065 4.5 343 0.7 0 56 NW- Wall- 12F -Osw 1.8 X 11 20.1 0.065 4.5 90 0.7 0 15 SW- Wall- 12F -Osw 0.7 X 11 7.4 0.065 4.5 33 0.7 0 5 NE- Wall- 12D -Osw 20.2 X 11 221.9 0.086 5.9 1,317 1.3 0 296 SE -GIs -New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.30%S SE- GIs -New Town Window shgc- 9 0.300 20.7 186 28.2 0 254 0.30%S SW- GIs -New Town Window shgc- 13.5 0.300 20.7 279 28.2 0 381 0.30%S SW- GIs -New Town Window shgc- 30 0.300 20.7 621 28.2 0 847 0.30%S UP- Ceil- 16B -38 19.3 X 1 19.3 0.026 1.8 35 1.2 0 23 Floor- 20P -38 1 X 341.4 341.4 0.030 2.1 707 0.2 0 61 Subtotals for Structure: 4,766 0 2,351 Infil.: Win.: 18.4, Sum.: 15.9 603 1.891 1,141 0.380 -346 229 Ductwork: 1,769 661 AED Excursion: 249 Equipment: 0 1,200 Room Totals. 7,676 -346 4,691 Y:\ ... \Plan 1120 End Unit.rhv lfi Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Elite Software Development, I Smith & Willis HVAC LLC New Perrin's Row Plan 1120 End Unit Littleton, CO 80125 Page 21 Deta Room Load - Ro om 5 - Living ( Loa Procedure) A Calculation Mode: Htg. & clg. 339 1 Occurrences: Room Length: 252.3 ft. 23.5 System Number: Room Width: 1.0 ft. 0 CFM Zone Number: Area: 252.0 sq.ft. 11 Supply Air: Ceiling Height: 11.0 ft. 0.380 Supply Air Changes: Volume: 2,776.0 cu.ft. 0 % Req. Vent. Clg: Number of Registers: 2 164 Actual Winter Vent.: 13 CFM 3,089 Clg Percent of Supply.: S_ H_T Gain Actual Summer Vent.: 0.7 0 - 89 Percent of Supply: 0 78 0.7 Actual Winter Infil.: 32 0.7 0 Actual Summer Infil.: & !S"-C-r Ar ea -U- Htg Sen iptio Qu Value HTM Lo ss SW- Wall- 12F -Osw 13 X 11 121 0.065 _ _ 4.5 543 NW- Wall- 12F -Osw 14 X 11 106.2 0.065 4.5 476 SW- Wall- 121 4 X 11 44 0.065 4.5 197 NW- Wall- 12F -Osw 6.3 X 11 61.6 0.065 4.5 276 NE- Wall- 12D -Osw 7.7 X 11 84.4 0.086 5.9 501 SW- GIs -New Town Window shgc- 10 0.300 20.7 207 0.30%S SW- GIs -New Town Window shgc- 12 0.300 20.7 248 0-30%S NW- GIs -New Town Window shgc- 30 0.300 20.7 621 0.30%S NW- GIs -New Town Window shgc- 17.8 0.300 20.7 369 0.30%S NW- GIs -New Town Window shgc- 8 0.300 20.7 166 0.30%S Floor- 20P -38 1 X 61.3 61.3 0.030 2.1 127 Subtotals for Structure: 3,731 Infil.: Win.: 15.1, Sum.: 13.0 495 1.891 936 Ductwork: 1,398 AED Excursion: Room Totals: 6,065 Y:\ ... \Plan 1120 End Unit.rhv 28.3 1 1 339 1 23.5 1 145 CFM I 706 23.5 3.1 AC /hr 419 23.5 0 CFM 188 0.2 0 CFM 11 0 % 2,301 0.380 0 CFM 188 0 % 436 j 15 CFM 164 13 CFM 3,089 Clg Lat S_ H_T Gain G 0.7 0 - 89 0.7 0 78 0.7 0 32 0.7 0 45 1.3 0 112 28.2 0 282 28.3 0 339 1 23.5 0 I 706 23.5 0 419 23.5 0 188 0.2 0 11 0 2,301 0.380 -284 188 436 j 164 -284 3,089 �3 Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, l Smith & Willis HVAC LLC ■ NewTown Perrin's Row Plan 1120 End Littleton, CO 801 Paae' Detail Room Loads - Ro 6 -_ Loft/Bedroom 3 (Average Load Procedure) General '. UP- Ceil- 16B -38 212 .5 X 1 212.5 0.026 1.8 381 1.2 0 254 Subtotals for Structure: 2,348 Calculation Mode: Htg. & clg. Infil.: Win.: 8.6, Sum.: 7.5 Occurrences: -162 1 Ductwork: 863 Room Length: 212.5 ft. AED Excursion: System Number: 1 People: 20 IaUper 230 s / per: 1 Room Width: 1.0 ft. Room Totals: Zone Number: 38 1 Area: 213.0 sq.ft. Supply Air: 93 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC /hr Volume: 1,700.0 cu.ft. 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 Infil.: 9 CFM Actual Summer Infil.: 7 CFM Item Area -U- Htg Se Clg L -- at Sen D - Qu a_nt4 Value HTM Loss HTM Ga Gain SE- Wall- 12F -Osw 10 X 8 55 0.065 - 4.5 247 0.7 0 40 NE- Wall- 12D -Osw 25.3 X 8 202.6 0.086 5.9 1,202 1.3 0 270 SE- GIs -New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 0.30%S UP- Ceil- 16B -38 212 .5 X 1 212.5 0.026 1.8 381 1.2 0 254 Subtotals for Structure: 2,348 0 1,270 Infil.: Win.: 8.6, Sum.: 7.5 283 1.893 535 0.379 -162 107 Ductwork: 863 281 AED Excursion: 106 People: 20 IaUper 230 s / per: 1 200 230 Room Totals: 3,746 38 1,994 - (2�) - Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. l Smith & Willis HVAC LLC UP- Ceil- 16B -38 148.1 X 1 ■ NewTown Perrin's Row Plan 1120 End Unit L Littleton, CO 80125 1,581 0 1,013 Infil.: Win.: 6.2, Sum.: 5.3 203 1.889 383 0.380 P age 23 J Detai Room Loads -Room 7 - Bedroom 2 (Average Load Procedure) — 231 General - 87 People: 200 lat/per, 230 sen /per: 1 - Calculation Mode: Htg. & clg. Occurrences: 84 1 Room Length: 148.1 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 148.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC /hr Volume: 1,185.0 cu.ft. 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 Infil.: 6 CFM Actual Summer Infil.: 5 CFM Item - - - -- -- Area - U- - Htg - - Sen -- Clg - -_. Lat Se Desc ription _ _Qu antity Value HTM Loss H TM Gain Ga SE- Wall- 12F -Osw 10.7 X 8 60.4 0.065 4.5 271 0.7 0 44 SW- Wall- 12F -Osw 14.7 X 8 117.4 0.065 4.5 526 0.7 0 86 SE- GIs -New Town Window shgc- 25 0.300 20.7 518 28.2 0 706 0.30%S UP- Ceil- 16B -38 148.1 X 1 148.1 0.026 1.8 266 1.2 0 177 Subtotals for Structure: 1,581 0 1,013 Infil.: Win.: 6.2, Sum.: 5.3 203 1.889 383 0.380 -116 77 Ductwork: 588 231 AED Excursion: 87 People: 200 lat/per, 230 sen /per: 1 200 230 Room Totals: 2,552 84 1,638 �s Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVA s 140.6 Elite Software Development, Inc. Smith & Willis HVAC LLC 631 0.7 New Perrin's Row Plan 1120 End Urnt Littleton, CO 80125 NW- Wall- 12F -Osw 11.3 X 8 55.6 Page 24 Detaile Room L - Room 8 - Master Bedroom ( Load Procedure) General . _ 0 41 j Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 211.6 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 212.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC /hr Volume: 1,693.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % 211.6 0.026 Actual Summer Vent.: 0 CFM 1.2 0 Percent of Supply: 0 % 46.5 0.030 Actual Winter Infil.: 7 CFM 0.2 0 Actual Summer Infil.: 6 CFM tem - -- - -- - - -- -Area - — _ Htg- - - Sen - - -- Clg- - -- Lat -- Sen 1 Descrip Quantity Value HTM Loss HTM Gain Gain SW- Wall- 12F -Osw 19.3 X 8 140.6 0.065 4.5 631 0.7 0 103 NW- Wall- 12F -Osw 11.3 X 8 55.6 0.065 4.5 250 0.7 0 41 SW- GIs -New Town Window shgc- 14 0.300 20.7 290 28.2 0 395 0.30%S NW- GIs -New Town Window shgc- 35 0.300 20.7 725 23.5 0 824 0.30%S UP- Ceil- 16B -38 211.6 X 1 211.6 0.026 1.8 380 1.2 0 253 Floor- 20P -38 1 X 46.5 46.5 0.030 2.1 96 0.2 0 8 Subtotals for Structure: 2,372 0 1,624 Infil.: Win.: 7.5, Sum.: 6.5 245 1.892 464 0.379 -141 93 Ductwork: 849 341 AED Excursion: 128 People: 200 IaVper, 230 sen /per: 1 200 230 Room Totals: 3,685 59 2,416 2G Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, In Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1120 End U Littleton, CO 80125 Page 2 Detailed Room Loads - Room 9 - Bath (Averag Load Procedure) ] Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.5 ft. System Number: 1 Room Width: 9.8 ft. Zone Number: 1 Area: 54.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.5 AC /hr Volume: 433.0 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.: 0 CFM Actual Summer Infil.: 0 CFM 11111111Wuan ea -U- Htg Sen Clg Lat Sen Value HTM Loss HTM Gain Gain UP- Ceil- 16B -38 54.1 X 1 54.1 _ 0.026 1.8 97 1.2 0 65 Subtotals for Structure: 97 0 65 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 29 11 AED Excursion: 4 Room Totals: 126 0 81 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVA 66.6 0.065 Elite Software Development, Inc. Smith & Willis HVAC LLC 0.7 0 49 NewTown Perrin's Row Plan 1120 End Unit Littleton, CO 80125 5.9 412 1.3 0 92 Page 26 Det ai l ed Room Loads -Room iO - Master Bath (Average Load Procedure) 0.300 ] General 23.5 0 188 0.30%S Calculation Mode: Htg. & clg. Occurrences: 1 UP- Ceil- 16B -38 76.3 X 1 76.3 Room Length: 76.3 ft. System Number: 1 91 Floor- 20P -38 1 X 12.5 Room Width: 1.0 ft. Zone Number: 1 0 2 Area: 76.0 sq.ft. Supply Air: 35 CFM 0 Ceiling Height: 8.0 ft. Supply Air Changes: 3.4 AC /hr 0.382 Volume: 610.0 cu.ft. Req. Vent. Clg: 0 CFM 393 Number of Registers: 1 83 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % 1,705 Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM ������uantity Area -U- Htg Sen Cig Value HTM Loss HTM Gain G NW- Wall- 12F -Osw 9.3 X 8 66.6 0.065 4.5 299 0.7 0 49 NE- Wall- 12D -Osw 8.7 X 8 69.4 0.086 5.9 412 1.3 0 92 NW- GIs -New Town Window shgc- 8 0.300 20.7 166 23.5 0 188 0.30%S UP- Ceil- 16B -38 76.3 X 1 76.3 0.026 1.8 137 1.2 0 91 Floor- 20P -38 1 X 12.5 12.5 0.030 2.1 26 0.2 0 2 Subtotals for Structure: 1,040 0 422 Infil.: Win.: 4.4, Sum.: 3.8 144 1.889 272 0.382 -83 55 Ductwork: 393 83 AED Excursion: 31 Room Totals: 1,705 -83 592 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commerclal HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 , Room Cooling and Heating Loads Bar Graphs Elite Software Development, Inc NewTown Perrin's Row Plan 1120 End Unit Page 27 1 ■ Cooling Im Loft/BE Bedl Master Bedr Ba Master Bath Btuh Y:\ ... \Plan 1120 End Unit.rhv 8,000 10,000 NMI ■ Heating z9 Wednesday, November 20, 2013, 3:14 PM 0 2,000 4,000 Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Room Cooling Loads Bar Graphs Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page 2 , ■ Sensible IT Loft/BE Bed Master Bedl BE Master Bath 3,000 4,000 5,000 Btuh Y:\ ... \Plan 1120 End Unit.rhv ■ Latent Wednesday, November 20, 2013, 3:14 PM 0 1,000 2,000 Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 [ ystem 1 Room Loa Summary 4pr Htg Room M A rea Sens ame Btu -- -Zone 1 - -- 1 Guest Entry 155 8,161 2 Laundry 53 2,535 3 Pwdr 39 1,562 4 Kitchen /Dining 362 7,676 5 Living 252 6,065 6 Loft/Bedroom 3 213 3,746 7 Bedroom 2 148 2,552 8 Master Bedroom 212 3,685 9 Bath 54 126 10 Master Bath 76 1,705 Humidification 2,550 Duct Latent ■ Elite Software Development, Inc. NewTown Perrin's Row Plan 1120 End Unit Page 29 Min Run Run Clg Clg Min A� Htg Duct Duct Sens Lat Clg Sys CFM Size Vel Btuh Btuh CFM C J 167 8 1,721 -293 96 167 52 5 829 -91 46 52 32 5 - 556 -79 31 32 157 8,7 4,691 -346 260 220 124 7,7 3,089 -284 171 145 77 7,7 1,994 38 111 93 52 7,7 - 1,638 84 91 77 75 7,7 - 2,416 59 134 113 3 4 - 81 0 4 4 35 7 - 592 -83 33 35 System 1 total 1,564 40,364 772 System 1 Main Trunk Size: 18x12 in. Velocity: 551 ft. /min Loss per 100 ft.: 0.028 in.wg -418 17,606 -1,413 977 825 Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Y:\ ... \Plan 1120 End Unit.rhv Natural Gas or Propane Furnace 92.1 AFUE 56000 n/a n/a n/a 13 SEER 23200 23,200 Btuh 0 Btuh 4540832 0 Wednesday, November 20, 2013, 3:14 PM sib Total Btuh Net Required: 1.47 109%/-9% 17,606 -1,413 17,606 Actual: 1.93 100%/0% 23,200 0 23,200 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SC2B060S17 -16 CA13NA024 " "(A,B) Indoor Model: CNPV`3017A " +TDR Brand: Carrier 13 SEER PURON AC Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Y:\ ... \Plan 1120 End Unit.rhv Natural Gas or Propane Furnace 92.1 AFUE 56000 n/a n/a n/a 13 SEER 23200 23,200 Btuh 0 Btuh 4540832 0 Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inca Smith & Willis HVAC LLC ■ NewTown Perrin's Row Plan 1120 End Unit' Littleton, CO 80125 - -- - Page 30 Building Rotation Report J All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called "Always use Auto for System Air Type for Building Rotation Report." Ind Rooms . Indicates highest CFM of all rotations. f BuiiU Rotation Front door 0° [Rm- Room Rot. No. N ame C F_M_ System 1: 135 Zone 1: 180° 1 Guest Entry '167 2 Laundry 52 3 Pwdr 32 4 Kitchen /Dining 260 5 Living 171 6 Loft /Bedroom 3 111 7 Bedroom 2 91 8 Master Bedroom 134 9 Bath 4 10 Master Bath 35 . Indicates highest CFM of all rotations. f BuiiU Rotation Front door Deg rees Faces_ 00 -- West 45 0 Northwest 90 0 North 135 Northeast 180° East 225 Southeast 270 South 315 Southwest ` Indicates highest value of all rotations. 45 ° 90 ° 135 ° -- 180 ° -- 225 ° — 2 - 76 6- -- 316 ° - — HOW Rot. Rot. Rot. Rot. Rot. Rot. Rot. Dt CFM CFM CF M CFM CFM CFM CFM Si 167 167 167 167 167 167 167 8 52 52 56 52 52 52 '57 5 32 32 32 32 32 32 '32 5 `267 243 202 228 245 240 222 8,7 133 162 172 173 148 179 '183 7,7 93 109 113 97 78 97 '114 7,7 73 90 94 79 59 78 '95 7,7 110 128 133 134 118 137 '140 7,7 `5 4 4 4 4 4 4 4 35 35 36 35 35 35 '36 7 Supply Sensible Latent IVY CFM Gain Gain To '977 ' 17,614 ' -1,414 "1.47 852 15,360 -1,417 1.28 937 16,883 -1,415 1.41 931 16,769 -1,415 1.40 916 16,507 -1,415 1.38 824 14,849 -1,415 1.24 939 16,918 -1,415 1.41 976 17,580 -1,414 1.46 yz Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 Buildi Rotation Report (cont'd) Building Rotation Tonnage 1.46 1.44 1.42 1.40 1.38 M C 136 $ ....... a c 6 1.34 CS 1.32 1.30 1.28 1.26 1.24 1.22 W1 - Buildi Elite Software Development, Inc. New Perrin's Row Plan 1120 End Unit Page 31 Y:\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM R - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 Building Rotation Report (cont'd) Building Rotation Hourly Net Gain zl,000 20,000 1 s.000 �--�— Frontdoorfaces West - * Frontdoorfaces Northwest --+— Frontdoorfaces North • Frontdoorfaces Northeast —"— Frontdoorfaces East —�-- Frontdoorfaces Southeast —� - Frontdoorfaces South —�-- Frontdoorfaces Southwest Y:\ ... \Plan 1120 End Unit.rhv Elite Software Development, In NewTown Perrin's Row Plan 1120 End Unit Page 32 �Y Wednesday, November 20, 2013, 3:14 PM Manual S, D New Town Perrin's Row Plan 1120 EQUIPMENT: Furnace = Carrier Model 59SC2A060S 17-16 (60000 BTU) Air Conditioner = Carrier Model CA 13NA024 * * * *(A,B) (2 Ton) Evaporator Coil = Carrier Model CNPV *3017A * * +TDR (2.5 Ton) Duct Data from Program Summary 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. Summa Number of active trunks: 17 Number of active runouts. 15 Total runout outlet airflow: Man trunk airflow: 938 826 Largest trunk diameter Largest runout diameter: Smallest trunk diameter: Smallest runout diameter: 16 8 15.2 4 SMT -100 SR -220 ST -290 SR -210 Supply fan external static pressure 0 800 080-16 Supply fan device pressure losses: 0.308 100-22 Supply fan static pressure available 0.492 High Heat Runout maximum cumulative static pressure loss: 0.499 SR -220 Return loss added to supply: 0 115 80. DM Total effective length of return ( ft.): 356.0 High Total effective length of supply ( ft.): 232.4 SR -220 Overall total effective length ( ft.): 588 -4 High to SR -220 Design overall friction rate per 100 ft -: 0.084 (Available SP x 100 / TEL) Furnace Heat Rise Used 58 degrees on Program Heatm CapW4 md ENkkwy 040-10 040-12 060-12 080-16 080 -20 1100 -16 100-22 120-22 Input High Heat (BTUH) 40 DDC 40 000 60,000 60,000 80. DM 80.000 100.000 100D00 120. DEG Output High Heat ) , Elk iency CerbW Temperature Rase Range IF (°C) High Heat 35-65 f 19 - 36) 35-65 (19 - 36) 40-70 (22 - 39) 40-70 M - 39 40-70 (22 - 39) 35-65 (19 - 36) 40 - 70 (22 - 39) 40-70 (22 - 39) 45-75 (25 - 42) Furnace Blower data S� AIR DELIVERY - CFM (BOTTOM RETURN WITH FILTER► UNIT SIZE RETURN -AIR CONNECTION SPEED TAPS 2 EXTERNAL STATIC PRESSURE (IN. 0.1 0.2 0.3 0.4 0.5 0.6 0_7L 0.8 0.9 1.0 040 -10 SID&BOTTOM Black 1160 1120 1070 1020 965 905 835 765 695 630 Blue 970 940 905 865 825 770 715 655 585 515 Yellow 920 890 855 820 770 720 665 600 545 465 Red 730 705 670 630 580 535 495 445 380 335 040 -12 SIDEBOTTOM Black 1310 1255 1205 1150 1100 1045 985 930 870 805 Yellow 1215 1165 1120 1070 1025 970 915 860 800 740 Orange 1065 1030 1000 960 920 875 830 780 725 670 Blue 1005 980 950 920 880 840 790 745 695 640 Red 750 740 720 700 670 640 615 j 585 550 500 060 -12 SIDEiBOTTOM Black 1295 1265 1230 1195 1155 1110 1055 990 895 795 Blue 1035 1010 980 940 905 865 805 740 655 580 Yellow 965 940 915 885 B55 805 750 685 610 530 705 675 570 520 470 405 335 SIDEIBOTTOM Black 1760 1705 1635 1575 150 1 0 13 5 1270 1180 1090 Yellow 1415 1400 1365 1335 1290 1240 1180 1040 965 060 —i6 Orange 1065 1060 1050 1035 1010 975 940 890 835 770 Blue 1010 1000 990 975 955 925 885 845 785 720 Red 770 745 730 710 685 660 625 585 545 500 080 -16 SIDE/BOTTOM Black 1800 1770 1735 1685 1630 1570 1495 1415 1330 1230 Yellow 1445 1430 1410 1385 1350 1305 1255 1195 1120 1045 Orange 1250 1240 1225 1200 1170 1130 109 040 975 91 Blue 1090 1080 1060 1035 1010 970 930 885 835 765 Red 5 880 860 810 780 750 710 665 615 560 080-20 BOTTOM or TWO -SIDES 3a lack 2310 2235 2146 2050 1960 __19U0_ 1755 1650 1 1430 Yellow 1720 1700 1670 1625 1570 1505 1435 1360 1275 1185 Orange 1515 1500 1480 1445 1405 1350 1290 1225 1155 1075 Blue 1150 1135 1105 1080 1050 1020 980 935 880 815 Red 945 915 885 805 770 720 670 610 100 -16 SIDE/BOTTOM Black 1725 1700 1665 1510 1445 165 1265 1160 Blue 1500 1475 1450 A2390282380 1330 1260 1180 1095 1010 Yellow 1235 1215 1190 1 75 1020 805 Red 1035 1005 955 825 770 715 650 575 100 -22 BOTTOM or TWO -SIDES 34 Black 2690 2595 2490 2170 2050 1930 1810 1675 Yellow 2180 2145 2095 2045 1980 1905 1820 1725 1615 1490 Orange 1790 1795 1785 1765 1735 1690 1630 1555 1460 1350 Blue 1640 1640 1635 1620 1595 1565 1510 1450 1365 1270 Red 1365 1360 1360 1345 1330 1300 1265 1215 1155 1080 120 -22 BOTTOM or TWO -SIDES 3.4 Black 2645 2545 2445 2340 2230 2110 1990 1810 1685 1580 Blue 2430 2355 2275 2185 2090 1980 1850 1700 1600 1500 Yellow 1850 1825 1795 1760 1705 1625 1540 1465 1380 1280 Orange 1610 1595 1575 1550 1500 1455 1405 1345 1270 1185 1445 _1W_ 14M 1 1390 1 13W 1315 1265 1 1215 1150 1 1 Evaporator Coil Static Pressure PERFORMANCE DATA (cunt.) COIL S TATIC PRESSURE DROP (in. «.c.) PURON and R -22 REFRIGERANTS ® • 1 1'1 1•i 1 : 1T1 ••1.1 1 1 1 1 . 1 1 I : 1 1 ' 1 J 1 0 1 " , I U01 1 i JIM .1 1 'JUL, 1 1 • 11'.1 1 2w, 1 1 1•:L• [ I��iiifi�i�ii •�iii��i�+�•iW`�_l_l_l_________ r n „ 1 1 1' 1 f' [= 1 a ' f. 1 tt_ 1 Ii • 1 1 • 1 • 1 1 • 1® 1® 1® 1® 1®__________ :� 1 /'• 1 1 ". MUM Ik II w- um n u , • • ti 1 1 : 1 1 . 1 1 • • 1: 1®© 1®� 1 1 1 J : ________ 1 1'' • 1 1 ":. 1 •':1• 1 1 I S • iYYll�ivi, 1 • �7i� 1 1{ 1 1 1 1 1. 1 1 ' /�,���f1�,��■��1®����yy�/�®����.�� 1 T' 1®. 1® 1®.. ��_�vy_______ -_ 1 1 1 I:i �i•iYiV••iY•ii 1 1 1 •C I y1•l� 1 Y% � /�______ • J 1 li 1 1 ! 1 /• • 1 1 . • 1 1: 1 1 • • 1®. 1® 1®. 1 : 1 1 1 1®• �. • ______ J • 1 ''i 1 1 »' 1 1 1 1 [I . �,�� 1 '/ I �c� I i I I :T: 1 C• • CL�• ____ -_ Cooling Data 3 "7 DETAILED COOLING CAPACITIES# CONTINUED EVAPORATOR AIR CONDENSER ENTERING AIF 75 (23 9) 85 (29.4) 95 (35) CFM F) Capacity MBtuh Total System Kyy• Capacity MBtuh Total System KW Capacity MBtuh Total System KW" Total SCns2 Taal Sens: Total CUdoor Sensl 57 (13.9) 27.09 1 1327 1.6 1 25 82 12.82 145 24 E3 12 41 2 06 62 (16.7) 2489 16.41 1.65 23.83 15.99 1.84 2271 1556 2.05 700 63 (17.2)tt 23.39 15.98 1.64 22.38 15.55 1 B4 2129 15 11 205 67(19.4) 23.01 19.56 1.64 22.03 19.14 1.84 2099 1867 2.05 72(22-2) 22.46 2246 1.64 2166 21.66 1 93 2079 2079 205 57 (13.9) 27.52 1392 1.69 2615 13.46 1,99 24 91 1304 2.10 62 (16.7) 2525 1744 1.68 2416 17.03 1 88 2300 1660 209 800 63 117 2)11 23.76 1695 168 2272 16.53 1.87 21 60 1608 209 67 (19.4) 23.47 20.99 1.68 22.49 20.52 1.87 21 52 21 52 209 72 (22.2) 2330 2130 1.68 2244 2244 1.87 21 53 21 53 209 57(13-9) 2779 14.53 1 73 2641 14.07 192 2510 1363 2 13 62 (167) 2551 1845 172 2438 18.03 1.91 2321 1759 213 900 63 (17 2)tt 24.03 17.89 1.72 22.96 17.47 1.91 2182 1701 212 67 (19.4) 1 23.97 23.97 1.72 2307 23.07 191 2211 2211 212 72 (22.2) 1 23 96 23 96 1 72 23 07 23.07 1 91 2211 2211 212 Sensible Gain= 17603 BTUs AC Delivers 21290 BTUs at Design 17603/21290 =.826 or 17.4 % Over- 1.5 ton only delivers 16150 BTUs- Had to use this one. Item Value Model Type Standard Air Conditioner Model Number (Combined) CA13NA024" "`(A,B) +CNPV "3017A "' +TDR Outdoor Model Number CA13NA024 .... (A,B) Indoor Model Number CNPV'3017A`" +TDR Tradename 13 SEER PURON AC Outdoor Manufacturer CARRIER AIR CONDITIONING Indoor Manufacturer Description Comment Nominal Capacity 23200 Nominal Capacity High Speed 0 Nominal Capacity Low Speed 0 SEER 13 SEER High Speed 0 SEER Low Speed 0 EER 11 EER High Speed 0 EER Low Speed 0 Sound 0 AHRI Reference Number 4540832 Qualifying Tier Sensible Capacity 23200 Latent Capacity 0 Compressor Warranty Coil Warranty Parts Warranty Labor Warranty , Microprocessor Warranty 39 SR- 120,7',47 CFM,Reg:10x4 ,4 eg:l 0x SR- 250,7',38 CFM,Reg:10x4 SR- 130,7',38 CFM,Reg:10x4 Proposed: Frame in 14x10" high duct in closet 24x6" Transfer Grille NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1 120 ,323 CFM,Grille:14x14 Bedroom SR- 210,4 ",4 CFM,Reg:10x4 SR- 140,7',57 CFM,Reg:10x4 Page Size: R . c 5 Ve 1/8" - 1 , 0 ,. Drawn: Approved: Date: Job Number: YO ' SR- 240,7',57 CFM,Reg:10x4 SR- 190,7' CFM,Reg:10x2