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3836 Taft Court
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:__q) 1E- /1// Job Address: -Fa Permit Number: 901g0;74o(% ❑ No one available for inspection ime AM/PM Re -Inspection required: Yes CNO When corrections ,have been made, call for re -inspection at 303 -234 - Date: �� Inspector: �! / DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201802605 PERMIT NO: 201802605 ISSUED: 10/12/2018 JOB ADDRESS: 3836 Taft Ct EXPIRES: 10/12/2019 JOB DESCRIPTION: Residential solar -roof, flush mounted solar panels from electric energy production, 4.2 KW. *** CONTACTS *** OWNER (303)278-0334 HARRISON SHARON J SUB (303)954-0463 Nathan Billmaier 180308 CJR Partners *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,800.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. 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 I am the legal owner or have been authorized by t e le al owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this " It. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per o ed and that all wor to be performed is disclosed in this document an 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 app ication and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding 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 i nce or granti of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app ca co a or an dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat,ddgeRECEIVED COMMUNITY DEVELOPMENT SEP''� Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 pa -Az Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(oi).ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3836 Taft Ct. Wheat Ridge, CO. 80033 Property Owner (please print): Martin Harrison Phone: (303) 278-0334 Property Owner Email: hmands@comcast.net Tenant (Commercial Projects Only) na Property Owner Mailing Address: (if different than property address) Address: same as above City, State, Zip: Arch itectlEngineer E-mail: Phone: Contractor Name: CJR Partners dba SopriisSolaarr City of Wheat Ridge License #: b 3 r Phone: 303-954-0463 Contractor E-mail Address: utilityl @soprissolar.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Clay Chase Phone: 720-212-7809 CONTACT EMAIL(p/ease print) clay@soprissolar.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # ❑ COMMERCIAL ❑X RESIDENTIAL 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. Roof, flush mounted solar panels fro electric energy production. 2 Sq. FULF Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 8,800 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: 09-24-2018 Printed Name: Clay Chase DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: Building Division Valuation: '9,'qao TO R E n G i n E E R S VSE Project Number: U2668-0042-181 October 4, 2018 Sopris Solar ATTENTION: Nathan Billmaier 1266 S. Jason St. Denver, CO 80223 REFERENCE: Martin Harrison Residence: 3836 Taft Court, Wheat Ridge, CO 80033 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code: International Building Code, 2012 Edition Risk Category: II Design wind speed: 130 mph (3 -sec gust) per ASCE 7-10 Wind exposure category: B Design snow load on roof: 30 psf (non-reducible) Existing Roof Structure Roof structure: 2x4 manufactured trusses @ 24" O.C. City o" Roofing material: composite shingles Roof slope: 27° Wheat Ridge Connection to Roof,j atm 1179 Div�S� Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced. The member forces in the area of the solar panels are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. Therefore, the requirements of Section 3403.3 of the 2012 IBC are met and the structure is permitted to remain unaltered. 6S1 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com VSE Project Number: U2668-0042-181 Martin Harrison Residence TOR10/4/2018 E n G 1 n E E R S The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 3403.4 of the 2012 IBC. Thus the existing structure is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.), and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC :"16692 Clifton Palmer N N�' �, =10/04/2018 uc.s o� a Clifton Palmer, P.E. CO License: 0051669 - Expires: 10/31/2019 Project Engineer Enclosures CMP/afa City o,r Wheat Ridge 9 DivsS\ofi 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com JOB NO.: U2668-0042-181 SUBJECT: WIND PRESSURE E n O i n E E R S PROJECT: Martin Harrison Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 130 Notes: Exposure Category: B Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7° < 0:5 27° Hip? Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value) Zone 2 GCP: 1.7 (enter largest abs. value) Zone 3 GCP: 2.6 (enter largest abs. value) a: 7 Table 26.9-1 zg [ft]: 1200 Table 26.9-1 Kh: 0.70 Table 30.3-1 Kzr 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 25.8 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) ll)OUTPUT: p = qh GCP —GCP Equation 30.9-1 Zone 1 Pressure, p [psf]: 23.2 psf (1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 43.8 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 67.0 psf (1.0 W, Corner Zones* within a) (a= 3 ft) No city o', Wheat Riage JOB NO.: U2668-0042-181 YEC T SUBJECT: CONNECTION E n G i n E E R S PROJECT: Martin Harrison Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5116 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. TZib. Max. Uplift (0.6 Wind) Tributary Area Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force ( lbs ) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 13.9 4.0 11.0 153 Number of Screws: 1 2 26.3 4.0 11.0 289 Prying Coefficient: 1.4 3 40.2 4.0 11.0 442 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). city 0,, wheat Ric,ge �i/a179 Divis` T� E n G i n E E R S PROJECT: Martin Harrison Residence CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD Roof Pitch/12 Composite Shingles 1/2" Plywood Framing Insulation 1/2" Gypsum Clg. M, E & Misc ROOF LIVE LOAD (Lr) JOB NO.: U2668-0042-181 SUBJECT: GRAVITY LOADS Increase due to Original pitch loading 2.2 6.1 1.1 27 3.0 psf 0.5 psf 2.0 psf 1.5 psf DL 10 psf PV Array DL 3 psf 1.12 2.0 psf 1.12 1.0 psf Existing Design Roof Live Load [psf]20 ASCE 7-10, Table 4-1 City of Roof Live Load With PV Array [psf] B w/ Solar Panel Wheat Ridge SNOW LOAD (S): Existing Array o� J. Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, pR, [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 6.1 6.1 27 27 30 30 B B Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 II II 1.0 1.0 21 21 30 30 No No Figure 7-2b Figure 7-2b 1.00 1.00 21 21 30 30 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 OSCE 7-10, Table 7-3 OSCE 7-10, Table 1.5-1 4SCE 7-10, Table 1.5-2 OSCE 7-10, Equation 7.3-1 OSCE 7-10, Section 7.3.4 OSCE 7-10, Section 7.4 OSCE 7-10, Section 7.4 OSCE 7-10, Figure 7-2 OSCE 7-10, Equation 7.4-1 EcoR E n G I n E E R s PROJECT: Martin Harrison Residence Summary of Loads Maximum Gravity Loads: JOB NO.: U2668-0042-181 SUBJECT: LOAD COMPARISON Existing With PV Array D [psf] 10 13 Lr [psf] 20 0 S [psf) 30 30 Existing With PV Array D + Lr [psf) 30 13 ASCE 7-10, Section 2.4.1 D + S [psf) 40 43 ASCE 7-10, Section 2.4.1 Maximum Gravity Load [psfl:1 40 43 Maximum Member Forces: LOCATION House GEOMETRY Span(ft) 55.5 (Approximate) Solar Panel Array Start, a (ft) 14.8 (Approximate) Solar Panel Array Length, b (ft) 11.0 (Approximate) Truss/Rafter Spacing (ft) 2.0 MEMBER FORCES Vertical Reaction, Vl (Ibs) Vertical Reaction, VZ (lbs) Moment @ Center, M (lbs -ft) Existinq With PV Arrav Ratio 2240 2282 102% 2240 2264 101% 31085 31753 102% The member forces in the area of the solar array are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. Therefore, the requirements of Section 3403.3 of the 2012 IBC are met and the structure is permitted to remain unaltered. OK OK Wheat Ridge 1.11 :, , u U ,,City /� TAC /k17 VEE' PHOTOVOLTAIC SYSTEM SIZE I RESIDENTIAL ROOF FLUSH MOUNTED PHOTOVOLTAIC SYSTEM DC SYSTEM SIZE: 4.20 kW AC SYSTEM SIZE: 3.50 kW PHOTOVOLTAIC SYSTEM COMPONENTS ITEM DETAIL QTY MODULE PEIMAR, SG300M, 30OW 14 INVERTER APSYSTEMS, YCSOOi, SOOW 7 RACKING SYSTEM UNIRAC, SM LT (SOLARMOUNT LT) N/A AUTHORITY HAVING JURISDICTION BUILDING AUTHORITY City of Wheat Ridge Building Division ZONING/PLANNING AUTHORITY City of Wheat Ridge Building Division ELECTRICAL UTILITY COMPANY Wel Energy I KDJ family LC VICINITY MAP //I 1,01101a IS ner Date n � NW" of a P~ or opproro/ o/pyift tpd/hoWM andCWwuWt1&* -y of V* of the bwidrng code or of any CRy anMtaoeaoes. AlrAft prrsuaa M to give out"ft to obese w carat the prm"Ou of the &N my to" or other &'*nil of tlatCity show not be arottdt 3836 Taft Court Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections. and all other structure is by others. Electrical. mechanical, archdectural, and all other nonstructural aspects of the design are by others. ;VECTOR / E n a I n E E R 8 DESIGN CRITERIA DESIGN WIND LOAD 130 mph ELEVATION 5,364 ft DESIGN SNOW LOAD 30 psf. EXPOSURE CATEGORY 13 551W. c iLEwn -EV STE. !OI arr NE (BO I) 990-7775 oa,—uTA, Baoao --c—SE.— ...... ww.vcc—SE.— ...... K1669m: � ;•10/03/2018; � VSE Project Number: U2668-0042-181 on uea.no� aaY.v. Clifton Palmerr�Rs''�°E�N�e LLC. C -US or. zare.ra.a r:ttsr-aevn SHEET INDEX TITLE SHEET # COVER PAGE G-0.0 SITE PLAN PV -1.0 THREE -LINE DIAGRAM PV -4.0 PLACARDS PV -5.0 GROUNDING DETAILS PV -6.0 CALCULATIONS SHEET PV -7.0 ENGINEERING APPROVAL S-1.0 U -BUILDER REPORT S-1,1 STRUCTURAL DETAILS S-1.2 SPEC SHEET X-1.0 SPEC SHEET X-1.1 SOPRIS SOLAR _NERDY FOR T'HE FUIURE Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules 14 Module Tilt Angle 27° Module Azimuth 180, Home Area 2,730 sqft Home Built Year 2016 COVER PAGE G-0.0 ;o OP SITE PLAN SCALE: 3/32"=1.0' o N fV � o 0 22'-1" ,AY LAYOUT SCALE: 1/16"=1.0' Roof Mounted PV Array - 14x Modules Flush Mounted to — Pitched Shingle Roof Production Meter & Customer Generation AC Disconnect (Outside) �YECTOR E n O i n E E R 8 Existing Utility Meter, 651 w. — Paa<e °° 9rE. ,° P~ ~cWBO )1 990 PAPEP, U-86020 vccreesc Main Service Disconnect and Panel ° DO L (Outside) �pv • 0 .��ys, v�l m: 1 �aS �: 10/03/2018 i Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the y� existing framing. The design of the racking system,—nections, and all other structure is by others. Electrical, mechanical, /�4A1" ENG architectural, and all other nonstructural aspects of the design are by others - VSE Project Number: U2668-0042-181 Dyna, M Q ftt PAm o" - CIA. Pa " Clifton Palmer"CTddR SMUCTTUM EONCNE RINGS LLC, C+Us ore. zots.w,w 12:121246oa s SOPRIS SOLAR I4LHC2 Y i - UK i iit 1-U i UHL Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY �r of Modules to Tilt Angle v° Area' a;+, s ; + 2.730 sgft Built Yep 20.t6. - SITE PLAN PV -1.0 yr{.i ELECTRICAL SYSTEM NOTES 1 AN electrical components are UL listed where warranted. 2 PV system shall be installed in accordance with artida 690 of DELTA TEMP the 2017 National Electric Code. 3 Electrical lugs used with multiple conductors shall be rated MODULE COEFF for both multiple conductors and circular mil. 4 Bond bushings shall be used on concentric and eccentric CONDUIT metal knodwu s. 5 EMT conduit shall include expansion joints where required. 6 A grounding electrode system in accordance with NEC 690.47 and 250.50 through 250.53 and 250.166 shall be provided. 7 AN electrical grounds shall be connected to the main service ground at the existing main service. MODULE Voc CALCULATION MODULE TEST TEMP 2S°C DESIGN LOW TEMP - 18°C DELTA TEMP - 43°C MODULE Voc (STC) 39.6V MODULE COEFF - 0.32%/'C MODULE MAX VOLTAGE 45.OV 2004 1PH LEVER BY-PASS PV PRODUCTION METER.THE SELF-CONTAINED METERING WILL BE IN COMPLIANCE WITH THE MOST RECENT REVISION OF THE XCEL ENERGY STANDARD; SPECIFICALLY SECTION 4.11. THE PV PRODUCTION METER WILL BE REQUIRED TO HAVE THE PV GENERATION WIRED TO THE LINE SIDE TERMINALS (TOP OF METER BLOCK). THE METER SOCKET FOR THE PV PRODUCTION METER SMALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, OR STAINLESS STEN TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY LABELED 'PV PROD" IN ACCORDANCE WITH THE REQUIREMENTS FOR "METER IDENTIFICATION' IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD. PV PRODUCTION METER SHALL BE LOCATED WITHIN TEN (10) FEET OF THE EXISTING UTILITY METER. 30A RATED NOTES TO ELECTRICIAN 1) 1. - INDICATES LINE (UPPER) SIDE OF THE SERVICE DEVICE. 2) DO NOT BOND N -G WITH GREEN BONDING SCREW. DO NOT INSTALL A GEC 3) INSTALL A 20A 2P (SQUARE D HOM220) FOR THE BACK FEED BREAKER IN EXISTING MABs SERVICE PANEL EXISTING 0 MAIN SERVICE EXISTING DISCONNECT & UTILITY PANEL (200A) METER Home Area ID 240V MAKE/ MODEL 200A CONDUIT T rT � Lt L2 �. T 20A t SOPRIS SOAR Sopris Solar 1266 South Jason Street Denver, CO 80223 (303) 954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY 0 COMPONENTS LIST 14 Module Tilt Angle O WIRE SCHEDULE 180, Home Area ID SYSTEM COMPONENT MAKE/ MODEL ID CONDUIT CONDUCTORS NEUTRAL GND GND WIRE TYPE LENGTH 1 MODULE - 14 x Peimar SG300M, 30OW 1 Free Air - (2) #12 AWG PV Wire, Copper EGC n/a 2 INVERTER- 7 x APsystems YP500i, 50OW 2 Free Air - (2) #12 AWG TC, Copper (1) #12 AWG TC, Copper (1) #6 AWG Bare, Copper EGC n/a 3 JUNCTION BOX - Junction Box NEMA 3R 3 1/2" EMT and /or 10-3 Type (2) #10 AWG THWN-2, Copper (1) #10 AWG THWN-2, Copper (1) #10 AWG THWN-2, Copper EGC 50.0 R. NM -13 4 JUNCTION BOX - Junction Box NEMA 311 4 1/2" EMT (2) #10 AWG THWN-2r Copper (1) #10 AWG THWN-2r Copper (1) #10 AWG THWN-2, EGC 10.0 R. Co 5 CUSTOMER GENERATION AC DISCONNECT - SquareD DU221RB, 30A Rated, Non -Fusible 5 3/4" EMT (2) #6 AWG THWN-2, Copper WG THWN-2, (1) #6 AWG THWN-2, Copper (1Copp EGC 5.0 R. A10 er 6 SOLAR PRODUCTION METER - Milbank U4801 -XL -5T9, 200A Rated Sph 6 3/4" EMT (2) #6 AWG THWN-2, Copper (1) #6 AWG THWN-2, Copper (1) #10 AWG THWN-2, EGC 5.0 R. 4 -Terminal Copper t SOPRIS SOAR Sopris Solar 1266 South Jason Street Denver, CO 80223 (303) 954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules 14 Module Tilt Angle 27° Module Azimuth 180, Home Area 2,730 sgft Home Built Year 2016 THREE -LINE DIAGRAM PV -4.0 I CUSTOMER PV AC COMBINER GENERATION DO NOT ADD• • . AC DISCONNECTAw A WARNING PHOTOVOLTAIC AC DI• I ELECTRICAL SHOCK HAZARM"IMUM AC OPERATING CURREND 14.6 I DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND NOMINALOPERATING VOL240 LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION A WARNING i PV AC COMBINER ELECTRICAL SHOCK HAZARD----------- ------- ----- ----- DO NOT TOUCH TERMINALS I TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION I PV SYSTEM EXTERIOR I CONNECTED COVER I I I INTERIOR PANEL I CUSTOMER GENERATION AC DISCONNECT I &WARNING DUAL POWER SOURCE -------------------------------------I SECOND SOURCE IS PHOTOVOLTAIC SYSTEM I I CUSTOMER GENERATION i MAIN SERVICE PANEL METER/ OPEN AC DISCONNECT r-------------------------------------- BEFORE ----------------------------------- BEFORE REMOVING METER PV SYSTEM CONNECTED I I I I AWARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM c I 11 PV PRODUCTION METER UTILITY METER } SOPRIS SOLAR LIVLfiL y roti 'tit Y'uIUV-1t Sopris Solar 1266 South Jason Street Denver, CO 80223 (303) 954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules 14 Module Tilt Angle 27° Module Azimuth 180, Home Area 2.730 sgft Home Built Year 2016 PLACARDS PV -5.0 SM SOLAR MOUNT - ---- ----//---------- � Drily ane lag of modules 'ft Page " at t e yancs STANDARD SYSTEM GROUNDING; IL iaji AiUN GUIDE: PAGE --------------------------------------- ------------------------------- 41 G- - WEEBLUG CONDUCTOR • UNIRAC PM 0080025: Apply AntiSe— and insert a bolt n the .Numinum rail and through the clearance . - hole in the starkers steel flat washer. Pla¢ the stainless steel fia washer on the bolt, orientedso the dimples will contact the aluminum rail Plae the lug portion an the bolt and stainless steel Ratwashes ly"a U stainless steer flat washer, lock washer andr rnrt, Tighten the nut unhl the dimples am completely embedded into the rail and lug. GROUNDING LUG MOUNTING DETAILS: — - Detalts are Provided Tor bath the WEEK and Ibco products. The WEEBLug has a grounding symbol Located on the lug assembly. The Itsco fug has a green carred set screw for grounding indication purposes. Installation must be in accordance swth NFPA NEC 70. however the electrical designer of record should refer to the •� latest revision of NEC for actual grounding conductor cable size. GROIR nlU6-BOLTS ILSCO IAY-IN LUG CONDUCTOR• UNIRAC P/N 003009P: Alrenrt Grrwnding Lug GROUND LUG SOLTSRE DRILL SIZE Drill. deburr hole and bolt thru both rail walls per table. WEESLug 1/4•," 1, W aaa La IFSCO Lug a3031 xa 7/32, - • .. _ Torque value depends on conductor si^e NOTE: ISOLATE COPPER FROM ALUMINUM CONTACT TO PREVENT CORROSION See produce data sheet for torque value. SMSOLARBONDING CONNECTION GROUNDAPATON HPATHS: MMOUNT E ---------- -------------------------- ------------------------------------------------------------------------------------------ ' rr�A r [ r - L 'r., .1 r .- ..; .. -: eaorc.x.amva,n yaaa,w ori ae.w t. vticeea. ,arEaw r.paa,,. ,A eartTo ssgor •O .. 2- AW .raprcalc T..plt lflltf.. "0 BONDING RAIL SPLICE BAR OYa LLirywwn dhl�aM� s+uY. ar�,ma ra�ir a. vtuo�� e[kue.r✓. Sclut One spa"S xma raY qp b .1.n1. � "rl '� hM n.fi1 >r m lean arc aw aa+wla � p i•901T.8 �} ,, SEf Hf3Tf BONDING MICROBIVERTER MOUNT ® P.'r+r "awn rm+e rxr.avry oras mnai ®���nngr m r.Mr.. veeY t nor '�ak�,�rnrtlmralr,�rr�r T Mh.v wN l M. m prvmrtl SM rri RAR -TO L•FOOT WBONDING T -BOLT ® lam.m ur.vMar ceMn. - ® SnrM TqW IrM nnwrxn rd raarxw r,:Aw , mV. ounxra t ba m gaaaee Ser �Q ' 11YB[UG IRRl4TTA lila RACK SYSTEM GROUND enEFB .astn cmpn nrr:e +rloOtea rel re • ro;m� �.ti .,..w«na m w n rat 7 l: f SOPRIS SOLAR k��tk=ia�'r rUt-{ i'!•i1- i -U I:Iiit_ Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules sat Module Tilt Angle 27° Module Azimuth 180° Home Area 2,730 sqft Home Built Year 2016 GROUNDING DETAILS PV -6.0 a94, It © F� BONDING MIDCW4P ASSEMBLY ENDCIAMP ASSEMBLY 0 .a I,�,,. r �,,, ,n.•. L„ r .xu +..Me mKUmerre urwyr a+� Sr•aW rta^9r rntl sena xauheu aerl .u"p ua.Nem rtMTEm n+..r.d T -EW rrW Prrmwn uY anraualwn ®ro OorrO t noel car. rem Eros°amo ro a•.nvrmta SM rat • sr..xro Ktl rail-rr I lot . r w ma r.mx .mc rurw. r"e rrwur m rr�A r [ r - L 'r., .1 r .- ..; .. -: eaorc.x.amva,n yaaa,w ori ae.w t. vticeea. ,arEaw r.paa,,. ,A eartTo ssgor •O .. 2- AW .raprcalc T..plt lflltf.. "0 BONDING RAIL SPLICE BAR OYa LLirywwn dhl�aM� s+uY. ar�,ma ra�ir a. vtuo�� e[kue.r✓. Sclut One spa"S xma raY qp b .1.n1. � "rl '� hM n.fi1 >r m lean arc aw aa+wla � p i•901T.8 �} ,, SEf Hf3Tf BONDING MICROBIVERTER MOUNT ® P.'r+r "awn rm+e rxr.avry oras mnai ®���nngr m r.Mr.. veeY t nor '�ak�,�rnrtlmralr,�rr�r T Mh.v wN l M. m prvmrtl SM rri RAR -TO L•FOOT WBONDING T -BOLT ® lam.m ur.vMar ceMn. - ® SnrM TqW IrM nnwrxn rd raarxw r,:Aw , mV. ounxra t ba m gaaaee Ser �Q ' 11YB[UG IRRl4TTA lila RACK SYSTEM GROUND enEFB .astn cmpn nrr:e +rloOtea rel re • ro;m� �.ti .,..w«na m w n rat 7 l: f SOPRIS SOLAR k��tk=ia�'r rUt-{ i'!•i1- i -U I:Iiit_ Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules sat Module Tilt Angle 27° Module Azimuth 180° Home Area 2,730 sqft Home Built Year 2016 GROUNDING DETAILS PV -6.0 a94, MODULE & INVERTER SPECS AND CALCULATIONS ITEM NOTE/ CALC UNIT DETAIL LOCATION 1) CONDITIONS OF USE (COU): NUMBER OF MODULES WHEAT RIDGE TEMP. AMBIENT HIGH (T MAX) ASHRAE 2% °C 32 TEMP. AMBIENT LOW (T MIN) ASHRAE EXTR. MIN °C -18 TEMP. MODULE TEST (T TEST) MODULE SPEC °C 25 TEMP. DELTA LOW (T DELTA) T MIN -T TEST °C -43 MODULE MANUFACTURER MODULE SPEC PV WIRE PEIMAR MODULE PART NUMBER MODULE SPEC 24.00 SG300M MODULE MAX CURRENT (IMP) MODULE SPEC AMPS (DC) 9.40 MODULE OPEN CURCUIT CURRENT (USC) MODULE SPEC AMPS(DC) 9.93 INVERTER MANUFACTURER INVERTER SPEC N/A APSYSTEMS INVERTER PART NUMBER INVERTER SPEC TC -ER YC5001 INVERTER OPERATING VOLTAGE (VNOM) INVERTER SPEC VOLTS (AC) 240 INVERTER MAX OUTPUT CURRENT (IMAX) INVERTER SPEC AMPS (AC) 2.08 MAX CURRENT FOR BRANCH IMAX * #INVERTERS * 1.25 JAMPS (AC) J18.2 MAX CURRENT FOR SYSTEM JIMAX * #INVERTERS * 17 AMPS (AC) 3 .' GROUNDING CALCULATIONS AC EGC PER NEC 690.45A, TABLE 250.122 MAX OCPD IN SYSTEM 20A <= 60A - MIN #10 AWG CU USING #10 AWG CU FOR ALL AC EGC G�O v ...�4 a a Bui1d��" SYSTEM INFORMATION SYSTEM SIZE (KW DC) CONDUCTOR SIZING CALCULATIONS SYSTEM SIZE (KW AC) 3.50 MODULE MAX POWER (W) 1) CONDITIONS OF USE (COU): NUMBER OF MODULES (AMPACITY * TEMP. DERATE * FILL RATE) V5 REO'D (IMAX) MICROINVERTER RATED POWER (W) 2) TERMINALS (TERM): NUMBER OF MICROINVERTERS (AMPACITY AT TERMINALS vs REO'D (IMAX*1.25) MAXIMUM SYSTEM OUTPUT (A) 14.6 KEY SIZE CU/AL INSULATION CALC. TYPE AMPACITY (A) WITHOUT DERATES TEMP. FILL DERATE DERATE RESULT (A) REO'D (A OCD USED MAX) (A) #12 CU PV WIRE COU 25 0.96 1.00 24.00 12.41 I TERM 20 15.52 N/A #12 CU TC -ER COU 25 0.96 1.00 24.00 14.56 2 TERM 20 18.20 20 #10 Cu THWN-2 COU 40 0.76 1.00 30.40 14.56 TERM 35 18.20 20 3 #10 cu TYPE NM -B COU 35 0.96 1.00 33.60 14.56 TERM 30 18.20 20 #10 CU THWN-2 COU 40 0.96 1.00 38.40 14.56 ` TERM 35 18.20 20 #6 CU THWN-2 COU 75 0.96 1.00 72.00 14.56 5 - 6 TERM 1 65 18.20 20 GROUNDING CALCULATIONS AC EGC PER NEC 690.45A, TABLE 250.122 MAX OCPD IN SYSTEM 20A <= 60A - MIN #10 AWG CU USING #10 AWG CU FOR ALL AC EGC G�O v ...�4 a a Bui1d��" SYSTEM INFORMATION SYSTEM SIZE (KW DC) 4.20 SYSTEM SIZE (KW AC) 3.50 MODULE MAX POWER (W) 300 NUMBER OF MODULES 14 MICROINVERTER RATED POWER (W) 500 NUMBER OF MICROINVERTERS 7 BRANCH CONFIGURATION # MODULES QTY MICROINVERTER QTY I SG300M 14 YC5001 2 3 4 5 6 7 INTERCONNECTION CALCULATIONS BUS BAR RATING (A) 200 BUS BAR RATING x 1.2 (A) 240 MAIN BREAKER RATING (A) 200 MAXIMUN SOLAR BACK -FEED (A) 40 NUMBER OF MICROINVERTERS 7 MAXIMUM MICROINVERTER OUTPUT (A) 2.08 MAXIMUM SYSTEM OUTPUT (A) 14.6 MAXIMUM SYSTEM OUTPUT X 1.25 (A) 18.2 BACK -FEED BREAKER (A) 20 The 20A Back -Feed Breaker is Less than the 40A Maximum Allowable Solar Back -Feed of the Panel. 0 SOPRIS SOLAR vLHU r r CJI -i I tit rU I URE Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303) 278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Iber of Modules 14 ule Tilt Angle 27* Module Azimuth 180° Home Area 2,730 sgft ,orne Built Year 2016 CALCULATIONS SHEET PV -7.0 A F2 DOTEC CORP. CUSTOMIZED ENGINEERING SOLUTIONS September 21, 2016 To: Univac, Inc. 1411 Broadway Blvd NE Albuquerque, MN 97102.1545 Atm: Engineering Department, Re: Engineering Certification for Unirac's SolarMountTm Design & Engineering Guide and U -Builder DOTec Engineering has reviewed and certified Unirac's SM SolarMountTM "Design & Engineering Guide: Flush - To -Roof Design" and the "Installation Guide", including Unirac's three rail types, Solarmount Light, Solarmount Rail and Solarmount HD. All information, data, and analysis contained within the D & E Guide and U -Builder are based on, and comply with the following: 1. ASCE/SE1 7-10 Minimum Design Loads for Buildings and other Structures Il. 2015 international Building Code (TBC) III. 2015 International Residential Code (IRC) IV. Steel Construction Manual, 13th Ed., American Institute of Steel Construction V. Aluminum Design Manual, The Aluminum Association, 2005 This certification excludes connections to the building structures and the effects on the building structure components. This letter certifies that the structural calculations contained within Unirac's SolarMo)mt Design & Engineering Guide and U -Builder are in compliance with the above Codes. Please LmII if you have any questions or concerns. Sincerely, Dr. Ildefonso" Al" Gonzalez, RE- PhD Colorado 943996 DOTee Engineering, Inc. St. Charles, MO QQ pD0 Ll Fy O� N ••'1 sow'' GIF V ;'FO"; O Q4 0 43996e 9 • ;•mak, 1'� '%fi A The 1'110% Young Building • 424 3cRermn St • 5am101,1, . %10 63301. T&ph mc: 16361724-9872 • Facsimile: •6 3 61 410-3334 "w x.tX )Tcct: nenuertng.'ro � M SOPRIS SOLAR ENERGY FOR THE FUTUHt Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules 14 Module Tilt Angle 27' Module Azimuth leo° Home Area 2,730 sqft Home Built Year 2016 ENGINEERING APPROVAL S-1.0 o,. M '°'UNIRAC 0.55 U -BUILDER PROJECT REPORT o --"t .. PROJECT TITLE: NONE 352 395 1 437 PROJECT 10:COD41`846 0.50 225 266 Name Manor Harrison 342 378 Designed by None Address, 3836 Taft Coon 199 235 SOLARMOUNT-LT city. State. Wheal Ralge, CO. 80033 Redwood (close grain) 14 300 Wad Panels Module- Peimar SG300M 212 243 24587 300 Watts Spruce o.42 4 2 kWs ENGINEERING REPORT Plan review 235 Inspection 291 Produce Snt ARMOUNT-1T Loads Used for Design Modulo Manufacturer: Peenar • Building Code: ASCE 7-05 Model: SG300M - Wind Speed: 105 mph Module Watts: 300 watts - Ground Snow Load: 30 pst Module Length: 64.50' - Seismic (Ss): 0.20 Module Width: 3900' - Elevation: 5364 8 Module Thickness: 1 57. Wind Exposure: 8 Expansion Joints: Every 40' Loads Determined by Zip Rails Direction: EW • City. State: Wheat R,dge CO Building Height: 15 ft. - Wind Speed: 00 muh Roof Type: Shingle Speual Wmd Regum Total Weight: 603.00 lbs - Ground Snow Load: 0 pct Lag -Screw Withdrawal Design Values Pullout Capacity (Lbs. per In. Thread Depth) Specific 1/41n. 5/161n. 3/81n. 7/161n. 1/2 M. Wood Tvoe Gravity Diem. Diam. Dime. Di=L Diann. Southern pine 0.55 260 307 352 395 1 437 Douglas fir, larch 0.50 225 266 305 342 378 Lodgepole pine 0.46 199 235 269 302 334 Redwood (close grain) 0.43 179 212 243 273 302 Spruce o.42 173 205 235 264 291 Source: American Wood Council Notes: Sid"raln penetration; thread depth does not include tapered tip or the threadless portion of the screw shank. Table values include a 1.6 safety factor. Roof Point Load Up, Maximum Rail Span (Zone 1): Roof Point Load Down: StrengthlLoad Solocted Rail Span: S -facing Hoof Includes 1.6 safety factor (pounds) Maximum Rail Cantilever: !6 00 Total Number of Modules. 14 Roof Pitch: 6 12 Total KW: 4.2 KW Rowsi Cotumns: 21 7 no gaps) NS Dlmensbn: -10.811 EW Dimension: -23.1 8 Lag Pull-0ut Stren th Wood Type _5/16" Lag Pullout Capacity PO Cap lbs per In thread depth 2.5" thread U_ pliR Loads StrengthlLoad (pounds) S -facing Hoof Includes 1.6 safety factor (pounds) Douglas Fir 266 665 Lod epole in 233 582.5 164 164 405.5% 355.2%. Statement: All footings shall be attached with 5/16" Lag Bolts with a minimum of 2.5" of thread embedded in the roof truss. Conclusion: The specified bolt will have a pullout strength that exceeds the uplift loads. A SOPRIS SOLAR iWtitUf rUFf liC rui UilC Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303) 278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules 14 Module Tilt Angle 27° Module Azimuth 180° Home Area 2.730 sgft Home Built Year 2016 U -BUILDER REPORT S-1.1 0 Truss Section SCALE: NONE \VECTOR e n o I n e! R S 651 W. GALENA PARK BL v0. — 10l Pn NE /8011 990-1775 DRAPER. UrAM 84020 www. vecrCgse. role Dg.tary a5m0 w Ghon 1— ON:cN-cbb Palmi, Clifton Palmer OWFCT0R8irRUG%RALOENGINEERING 9 LLC' .q s Dalo'. M18 10.M 12.12:12- SOPRIS SOLAR :NEHGY FUH FHE FU fUHE Sopris Solar 1266 South Jason Street Denver, CO 80223 (303) 954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303) 278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/15/18 DESIGN SUMMARY V� �ON•M ��o%y3't�` Iber of Modules 14 ule Tilt Angle 27° ule Azimuth %v W51669m: n: e Area �'. 10/03/2018 .' Vector structural Engineering has reviewed Me existing structure 0 % �� with loading from the solar amay and lag screw connections to the exsting framing, The design of the racking system, connections, �Q and all other structure is by others. Electrical. mechanical. s/vNAI architectural, and all other nonstructural aspects of the design are by others. VSE Project Number: U2668-0042-181 Dg.tary a5m0 w Ghon 1— ON:cN-cbb Palmi, Clifton Palmer OWFCT0R8irRUG%RALOENGINEERING 9 LLC' .q s Dalo'. M18 10.M 12.12:12- SOPRIS SOLAR :NEHGY FUH FHE FU fUHE Sopris Solar 1266 South Jason Street Denver, CO 80223 (303) 954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303) 278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/15/18 DESIGN SUMMARY Iber of Modules 14 ule Tilt Angle 27° ule Azimuth 180° e Area 2,730 sqft e Built Year 2016 STRUCTURAL DETAILS S—i.2 ire .•� Buildlna Nominal GMM (Pxex) I 8830014 300 W Fink Test Pont, Tolerance 0145 W Vohpa at ft. ('9I ,IlUillli411iilll�illli411 �illl�illl►illl�illl�illli4111 370V Content is Pmax (ImP) 9 40 A Open Catuk Vo the Not) 396 V shelf Ur" Cunem (Isel 20A Breaker 9.93 A ANmrum system MUM 1000 V Maximum S— Fuse ih6:q 15A Ce9 Effxesm 21.65% MoOu,e EIT—ni 1044 % solar Cee, 80 (6x10) moray ogWu ffw NIX.T' • 45a2'C Solar Cele Sde 156056..!W Temperature Coekx4m m Pmaa 4.40 %^C PM Cora 3.2 mr / 0.12' thKA, bw lion 1empNdl pass Ten,puarure Coill of VX 032 %t'C Bark Coe IM (teeter-PET-Tedbl) Temperature CaeBkem of let 0047 %i'C Eixzp.Wl EVA (EM*oe wmA mW.) OWillFq Tempamtum d0'C • .85'C Fmttle Ared11M akenNNm alar double well Frame Arishm MaCk BaASheel firlsheld while DmAes 3 Bypau diode; w videGe Pailm dlmet6lpK 1700x1100.1200 mm t 67b3x4r itoxt' lf boa IP65 rated Pieces par Meet 27 Corrector MC4 or rompabble ceneedo, wdpm 516 K9 11138 It, cables length 900 — 135.4 - Capin SKtW 4 0 mrN / 0 ON W Dimensions 1642913200 mon !645.39x1.57" We Reg;tm Rawil Ctass 11UM 91 77) wwom 13 K9139 7lb Moa Lob cuffed to 5400 Pe 0 toad w".. W2-/$9' w;m* 9ammr3r- Lsr �6m W m= Boo ■400w:m' 200 wo,' !MOW-112 SECTION A -A ■ 25T gg 3' tlmm �A E 0.43' tOWWln2 N SPC o��jI� � 27 mm 106' - • t 2 IL ddrc 35mm ,. 54C ISoolM.'d feet Canmlmnr ft--- e :[J.I':r .r,' Modub r-waf-25'Y. A,, Mau 16 .'NOC7 Jdorf" OPeratxv Col Toosolmro S+ ARM m' Mr XT W.+wsPob F,ms "'Pallets—be sta Wnp m Avg X P E I M A R INPUT DATA (DC) MPPT Voltage Range Operation Voltage Range Maximum Input Voltage Startup Voltage Maximum Input Current OUTPUT DATA (AC) zz-asv 16V -52V SSV 22V 12AX2 Nominal Output Voltage 208V' 240V' Peak Output Power 548W 548W Maximum Continuous Output Power 600W SOOW Nominal Output Current 2.4A 2.08A Default Output Voltage Range 183V•229V" 211V -264V" Peak Output Current 2.63A 2.26A Nominal Output Frequency 60Hz Default Output Frequency Range 59.3Hz•60.5Hz" Maximum Units Per Branch G for 20A Breaker 7 for EFFICIENCY Peak Efficiency CEC Weighted Efficiency Nominal MPPT Eff I ,IlUillli411iilll�illli411 �illl�illl►illl�illl�illli4111 INPUT DATA (DC) MPPT Voltage Range Operation Voltage Range Maximum Input Voltage Startup Voltage Maximum Input Current OUTPUT DATA (AC) zz-asv 16V -52V SSV 22V 12AX2 Nominal Output Voltage 208V' 240V' Peak Output Power 548W 548W Maximum Continuous Output Power 600W SOOW Nominal Output Current 2.4A 2.08A Default Output Voltage Range 183V•229V" 211V -264V" Peak Output Current 2.63A 2.26A Nominal Output Frequency 60Hz Default Output Frequency Range 59.3Hz•60.5Hz" Maximum Units Per Branch G for 20A Breaker 7 for EFFICIENCY Peak Efficiency CEC Weighted Efficiency Nominal MPPT Eff 20A Breaker icienty Night Power Consumption ng FEATURES &COMPLIANCE Communication (Invert er to ECU) Emissions &Immunity (EMG) Compliance Safety &Grid Connection Compliance Monitoring -40°F to +149°F (-40°C to +65°C) -40°F to +185"F (-40°C to +85°C) 8.75" x 6.6" x LI" 22122 x 16722 x 2922 5.5 lbs (2.5kg) 12AWG NEMA 6 Natural Convect atl with the ETL Listed Merle. eWrnY 6.1317 Al+Rights Reserved APsyt.t'm. inn, APsystems • ALTE NE RG Y POWE 95.5% 95% 99.5% 120mW MECHANICAL DATA Operating Ambient Temperature Range Storage Temperature Range Dimensions (WxHxD) inches Dimensions (WxHxD) mm Weight AC Bus (trunk cable) Enclosure Rating Cooli ion - No Fans Power line Communication FCC PART 15, ANSI C63.4, ICES -003 IEEE1547, CSA C22.2 No. 107.1 Ol. NEC 2074 690.12, NEC 2017 69072 •'• Via EMA Software The default AC output Is 240V mode Programmable to 208V mode Spec4icatrors wbjec[ to change without notice -please 'Programmable per customer andulil,ty requnements C1V ensure you are using the most recent versron sound at "Mxets the standard reoulrements for Distributed Energy Resources Ge. /1O e. APsystems com (UL 17471 and itlenufi R i SOPRIS SOLAR ,Jtfi i.a Y i fat HU 1 Utit Sopris Solar 1266 South Jason Street Denver, CO 80223 (303) 954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY jr of Modules la a Tilt Angle 27` a Azimuth 760° Area 2,730 sgft Built Year 2016 SPEC SHEET X-1.0 411Catalog� Number: U4801 -XL -5T9 ct7 Item Description: 200A 5T RL HD LVR OU Ringless Meter Socket UPC Code: 784572288218 MILBANK' Meter Socket ENERGY AT WORK Standard: Brand Name: Milbank ct7 Type: Ringless Meter Socket Application: Meter Socket T� Standard: UL Listed Voltage Rating: 600 Volts Alternating Current Amperage Rating: 200 Continuous Ampere Phase: 1 Phase Frequency Rating: 60 Hertz Technical Characteristics Number Of Cutouts: 0 Terminal Type Cable Entry: Overhead and Underground Type of Duty Terminal: Lay in Line Side and Lay in Load Side Maximum Voltage Rating Mounting: Surface Mount MILBAW[ - Enclosure: Type 3R, G90 Galvanized Steel with Depth Powder Coat Finish Additional Specifications: Number of Jaws:5 Terminal Hub Opening and Closing Plates:Small Closing Plate Hub Opening and Closing Plates Small Closing Plate Hub Opening and Closing Plates:Small Closing Plate Hub Opening and Closing Plates:Small Closing Plate Hub Opening and Closing Plates:Small Closing Plate Utility requirements may vary. Always consult the serving utility for their requirements prior to ordering or installing this equipment. This product must always be installed by a licensed electrician. Installation of this equipment may require local electrical inspector approval. milbankworks.Gom Product Data Sheet D221 NRB ct7 SWITCH FUSIBLE GD 240V 30A 2P NEMA3R T� tw Schneider .. . List Pace S188.00 USD Availability Steck Item: This item is normally stocked in our distribution facility. Technical Characteristics Terminal Type Lugs Type of Duty General Duly Maximum Voltage Rating 240VAG Wire Size C14 to iib AWG(AIICu) Depth 3 75 Inches Height 9.63 Inches Width 7.25 Inches Action Single Th," Ampere Rating 30A Approvals UL Listed File: E2875 Enclosure Rating NEMA3R Enclosure Type Rainproof and Sleet/lce proof (IndooriOutdoor) Enclosure Material Galvannealed Steel Factory Installed Neutral Yes Fuse Type Cartridge (Class H, K or R) Disconnect Type Fusible Shoo Circuit Cunent Rating 100kA (max depending on fuse type) Mounting Type Surface Number of Poles 2 -Pole Shipping and Ordering Category 00106 - Safety Switch, General Duty. 30 - 200 Amp, NEMA3R Discount Schedule DE 1 A GTIN 00785901460589 Package Quantity 1 Weight 4 82 lbs Availability Code Stock Item This item is normally stocked in our distribubon facility. Returnability Y Country of Origin MX As standards. spsaficabons. and designs charge from time to lime. please ash for conlematipl of the infomlrlain gwan in On document 2011 Sc inexle, El. b+; PJi rgm reserved Schneider Z�EIectric SOPRIS SOAR HNERGY FOR f HE FU t UHE Sopris Solar 1266 South Jason Street Denver, CO 80223 (303)954-0463 Design@SoprisSolar.com www.soprissolar.com Owner Martin Harrison Utility -Interactive Photovoltaic System System Size = 4.20 kWdc 3836 Taft Court Wheat Ridge, CO 80033 (303)278-0334 hmands@comcast.net REV DESCRIPTION DATE 0 Initial Release 8/14/18 DESIGN SUMMARY Number of Modules 14 Module Tilt Angle 27" Module Azimuth 180° Horne Area 2.730 sqft Home Built Year 2016 SPEC SHEET x -i.1 C�fL ct7 ✓JS+I,JI ��- CT, 001 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Ut I ne Aaove Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201702393 PERMIT NO: 201702393 ISSUED: 06/22/2017 JOB ADDRESS: 3836 Taft CT EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential Re-roof to install Duration asphalt shingles 45 sq. *** CONTACTS *** OWNER (720)224-7143 HARRISON MARTIN R GC (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,809.00 FEES Total Valuation 0.00 Use Tax 352.99 Permit Fee 315.25 ** TOTAL ** 668.24 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding Aj�-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer&€'"s installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702393 PERMIT NO: 201702393 ISSUED: 06/22/2017 JOB ADDRESS: 3836 Taft CT EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential Re -roof to install Duration asphalt shingles 45 sq. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performe hd'tl�*all w�c rk to be per ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circl(!one) Date ' 1. Thispermit was issued based on the information provided in the permit application and accompanying plans and specifications and is sub Ject 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 1 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official M Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick G 2'2�1�_5 From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 13, 2017 11:12 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Field not completed. are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3836 taft ct martin harrison 7202247143 mandsh@comcast.net Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number monarch construction and roofing 100243 3039811265 Contractor Email Address blowrie@monarchroofs.com (permit pick-up instructions will be sent to this email) Retype Contractor Email blowrie@monarchroofs.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing duration Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 45 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? 0) TOTAL SQUARES of all 45 roofing material for this project Provide additional detail house is 6/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 16809 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant brie lowrie Email not displaying correctly? View it in your browser. 3 axasew crnnemz 4atteru Top 1% of roofing Contractors I,aKabvOUb. en eaYxa VrnWP_'iY@S.r�IL9iAfr iAX t9#:ni9kaail SRA?' .,�. � �- � � �x ,[{p��, yp�!.�(; SNAIL NO'73aLf1tHA GVArLLUlt r .x�bittM?F'r\ � 541i1C.Hfir4.tAfHA65t?fkM4C[rft Customer Name ii...T r Address .,.r.-� g e;:,!' Phone ^?3 O ZZ— �- 71 At. Phone Email x �L Insurance Conwity, 5/4 F } l t% JZJZ Ctaan F f) y 5 ? V � 1 Monarch Construction & Roofing. LLC will be referred to in this corlUsPt as taeae d- The scope of work and mafertah identified below are the scope of work recommended by t,9anarch Construction & Ro afry Monarch not obligated to perform any part of the aGOPe of wok a at is not appro et b+y the insu ince �. pony unlaSs YOU auris ze the work and free :e pay for this addibortatwwk }��zf�"iw;?7",.5'/S;t'r' soar1 10ry -A-&rl tut. ' } y Tear off all existing foyers LLayers) Tear atf-er layer of wool shake shingfes Install Decking (7116' OSB) 2_ sheets of GStj are included, each aiditlotraf sheet will be $&15 per sheet Instatt New Underiayment ;5I 301b Synth. t,,,sIII NA6,d �v t Stas#Wire Panted metals to code own Charcoal Tan Gray Willie other_ Vint yiilley{s) will be dosed wink fne& waterr shield M Valleys) will be open _ _ Ridge (s) to be caw-esot'dinated with shingle �{R' d efs) to be fitgh-Profl?e acrd ccr#pr- ,:'ginateri wqb Chili gie �:✓ Lill new pipa jacks Rr� flash Chimrtey($) and am wait abutment as needw �✓ CnstattRidge Verit"LR ?,,r1. a%3 # e e. rj s� a4+? mac{�c s+ • instal# fico & Water shield per cede, as well as all vents and skylights nstali f nails per sh ngtr as requtred by nfy coUnly codes. atellital Dish Alignment (each customer wig need to contact the prxvtder to re -align dish after root installation) fttt __. �C FJnat inspections will be comP#eted as c#tylcofAnties AdOW r # hive read the back of contractill! 23 #nL r S -Year workmanship warranty on rcpt ;g, all other epnstrUct#om trades wilt receive a 1 -Yr. workmanship warranty Extended Warranty Per Sq. $ Circle: Owns Corning Platinum GAF Other: _ ✓monarch Construction & Roofing will provide general lieNity insurant coy rage of $2,000,t } general aggregate, y� efform magnetic sweep of driveway and yard for ramovat of any atria entnve all trash and debris from wok listed •� :er{cs �i¢ xayr'. Gutters tom! ! ._t t Size: n4ndi or 64no Corot. —Replace, ?Yt .._..,�-opayinsurance funds include.atgagep ees ktt.�_Yrtcq • Complete the thfrd party authorization form) Int ._ . Special. Instructions__.___.___ Tire approximate cost of the services based On damages known atom hme thin egn7atd w entered s � &N detemnle1 by tnstcranrx Monarch wf { Perform the scope ofwork approval by the Insurance axnpany Monarch wig supptemant far priced krv, not §ncl xfwi or tams needsd to as - odes. which may iac• se iru6al dollar wood that insurance is paying out 6upplpany M dalrhs billed s by tvronaret list are # ur cou ry nor ries m casts baaune a part of this ronlract. The Ona? S approved by the ins - a company for aok#tomj wad: ar insurance approved soaps. Customer wilt be cope and pricy geed on between the ;nsurance company and Monarch shat) becocna the final centrad pnce for the +vered witIl t¢ e s o airy upgrades: dedProvided by non•racovembile ds ecatiaa or additional wade authorized try the customer that the insurance company d 7aes is rtotcwrered wNhRn the scope.otcovet provided by }oar insurance policy. Approximate Dates of 5"""! 900( Zk-d - _ these dallas of service are subject to change due to unusual delays in haveof materials, Payment delays, trsuranoe approval, ordinary weather detays, 01' by any uthor causal toyond pea priabte control of M hatch. t44ponation of communication to customer to show tentative >imes- watch wit pro Notice: If the prol'sthe coner plans c use prods of a e, erty and cw-9cratq InstFran tk>;Gy ias W purcuark to part 1 of entice d: 10, C. R.&, to pay for the roofwq work. pursuant to sectitm on th€t5. the Olarootsid rrAwpmw fyn pay, wave. rsbaffi or promise to Pay, waive. or rebate all w part of any dnsuranca deductible applicable to the insurance, arm for P$y+r�rrt on ttre errneract tasiderrtial prcpatty. iiwe) hereby authorize & instruct the insurance o 1pany & lien hotiers to includli the name of r".tatrprch Construction & Roofing LLC as c* -payee on any subsequart loss draft or checks after today's date as indcglad above, I (nae) authorize any legal repres&nbpya arloVor ant of Monarch Constructor to obtain informationnecessary fa complete any tundinst process ro:ata+e to dte calm number referenced above, t two) further atdhonta Mon dr p Gk uP.an pathany was cholla or cher) sin n Y�?f betrett and behaff P na€ct . 9p=jIo n $ Date.1 ./ .- . RaRL Imi i s Abnareh Coner€trt*n &ftoFbt LLc stair nold ur trust any pgrrent:from doe praavb rnvn r an7a War '^?' 6 Rnonnti L!C t,as d�e..atei.recon performw a tnao* of the rogf7n& work OP the 9mPerty- 9 mwafs at V,e C4KI W Pr W" el, 'le t( nix, l (we) agree, by signing below, to all the contract Conditions, troth front and back of thus agreement. Date of Aatarrre f / r Customer SxTrxstrtra(s _ �'"� , 1�.�.„.„,., ,� } C xtwtter 5� ill, I' � cL, c Monarch iZepeseMativa _ -� — --_ k A i CITY OF WHEAT RIDGE 9�(303) Building Inspection Division _:�(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rZOF Job Address: 393(n T -A CT Permit Number: 7-0) D o? TC1 3 U ❑ No one available for inspection: Time d V % QI JPM Re -Inspection required: Yes CKNko, When correctio s have been made, call for re -inspection at 303-234-5933 Date: � Inspector: ?-)--17-) 14 DO NOT REMOVE THIS NOTICE • City of Wheat Ridge Municipal Building 7500 W 29"' Ave, Wheat Ridge, CO 80033,8001 P: 303.235.2855 F: 303.237.8929 Owner/Occupant 3836 Taft Ct. IE: Previom, v d QPI NMMZN= This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved, In are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Bung Division. The plans and/or documents must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days, from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29h Avenue in Wheat Ridge. Imm'10 Melissa Mlackey Senior Pennit'rechnician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 mma.ci.wheatrid.co.us y.i.wheatride.co.us CITY OF WHEAT RIDGE ,A Building Inspection Division (303) 234-5933 Inspection line ,,]!��,(303� 235-2855 Office - (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: 2_0 0 No one available for inspection : Time IL, LDL Ak�PM), Re -Inspection required: Yes When corrections have been made, caff for re -Inspection at 303-234-5933 Date: q - 2-(j — V,-` �_ Inspector: FOR OFFICE E CASE 0 LX. ; ° rannir # I s ` n Building Permit Application Cher City Licensed Sub: tither City Ucensed Sub: City License City License Complete to all Information can BOTH, sides of this form Rev, 02/2014 Address: Doud Subdivision, Filing 2, Lot Applicable survey conditions: F (survey at foundation) NRS (survey prior to CO, if within 2 feet of setb DOUDI (landscaping) DOUD2 (setbacks) Lot Size: -1322. sq. Setbacks: Required Provided Front 20 ft Z9. Interior Side 'T 4, 1 APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. S7go - - nat ' re — Da*te .- M_ S. NIA NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Pemrit Application for the stated reason(s): Signature David F. Brossman. P.L.S. 6 _,j Stipulations: 7. _4 A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PR.IORToTHE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06,'2013 PUBLIC WORKS DEVELOPMENT REVIEW TOTAL REIIEW FEES (due at time of Building Pennit. issuance): PLEASE NOTE THAT I' ADDITION TO THE ABOVE FEES, THERE WILL, BE AD I I ITS AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMEN D T ONAL LICENSING RIGHT-OF-WAY, WITHIN PUBLIC From: Michael Abruzzi Sent: Monday, February 23, 2015 10:51 AM To: Meredith Edwards (medwards@stanpac.com) Cc: Mark Van rattan Subject: RE: plot plan for 3836 Taft Court Tracking- Recipient Read Meredith Edwards frnedwards@stanpac,corn) Mark Van Nattan Read: 2/23/2015 11:01 AM you submit the correct plot pan then I can continue on with the review. Michael Abruzzi Plans Examiner 7500 W. 29th Avenue Office Phone: 303-235-2878 Fax: 303-234-2857 it of h6a-tp * dge �Comomvwry DEM"" OPMEW CONFIDENTIAL" NOTICE: This e-mail contains business-confidential infiormation, It is intended only for the use of the individual or entity namw above. Ifyou are. not the intendtd recipient, you are notified that any disclosure, copying, distribution, clerronic storage or use of this communication is prohibited, If you received this communication in error, please notify us munediately by e-mail, attaching the original message, and delete the original message fiv)rn your computer, and any network to which your computer is connmto& Thank you. � 1 3 4 i t fl 3 5 A �,Mzk 0 iloi K - 0 * T& Me fif- - 'IMMAX LQ K M # PTJ F.T* M RUM Ni 2180 South Ivanhoe Street, Suite 5 Denv+ar, Colorado 80222-5710 303-769-8100 Fax 303- 7565 -2920 n C 0 wwwagwasseaarrom k 1L C IV' January 31, 2014 Wheat Ridge Building Department A P roved eG L BUIL9 0 FiiCSIA—L' —15XT—E ftwor-401421K01 ?111"jitingg Maimmils "a it Malframm �� 11010111111C.Q11 01011114RUZIM0 w APPROVED Subject to Field lnspftlions Wheat Ridge Building DerA, ,X , Date,,,. Standard Pacific of Colorado, Inc. Project Number 135295 January 31, 2014 Page 2 [T=IMV For sites with a risk assessment of high or very high, we recommend an interior floor system engineered for expansive soils be constructed. An alternative to the use of an engineered floor system, such as soil modification to reduce the risk assessment, may also be considered, In addition, an engineered interior floor system is recommended for all finished areas or any other areas where floor movements cannot be tolerated. Standard Pacific of Colorado, Inc. Project Number 135295 January 31, 2014 Page 3 Mfff analor , owner Desires TO-can-sTrI - - I 7`t 1 • I • slab movement, slabs supported by the expansive subsurface materials should be constructed using the following criteria: 6e separat , Forn exienorTratis ana a joint which allows free vertical movement of the slab, Z Slab bearing partitions should be constructed with a minimum 2-inch void space. Stairways bearing upon the slab should be constructed in such a way as to allow at least 2 inches • slab heave, In the event • slab heave, the movement should not be transmitted directly through the partitions to the remainder of the residence. III I I I I I III F Iff 1: F I I III I I I I I I • I! 11 Ir EMM33 t . •� slab; however, the void spaces recommended are not intended to predict total slab movement. Care should be taken to monitor and reestablish partition voids and flexible connections when necessary. We are available to provide further consultation regarding basement slab performance risk assessments. Standard Pacific of Colorado, Inc. Project Number 135295 January 31, 2014 Page 4 01 410 1 As a minimum, we recommend providing a subsurface drainage system around the lowest below grade area. The purpose of the drain is to collect water which may become trapped on the surface of the excavation and enter the basement or crawl space areas. A drain should be constructed similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity discharge or sump. carefully planned and maintained surface drainage, The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: Excessive wetting or drying of the open foundation excavation should be avoid as much as practical during construction. I 2. The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of • inches in the first 5 feet, This slope should be continuous across the backfill zone. Standard Pacific of Colorado, Inc. Project Number 135295 January 31, 2014 Page 5 & Plastic membranes should not be used to cover the ground surface immediate surrounding the foundation. These membranes tend to trap moisture and preve I I normal evaporation from occurring. We recommend the use of a we suppressant geotextile fabric. This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered, The conclusions and recommendations contained in this report shall not be Standard Pacific of Colorado, Inc, Project Number 135295 January 31, 2014 Page 6 considered valid for use by Others without written authorization from A. G. Wassenaar, Inc. addition, the state of practice in geotechnical engineering is constantly evolving, ThereforI,-- findings presented in this report should be reviewed and revised, if necessary, prior to actu construction. structure from the soil and foundation viewpoint, please call our office. Sincerely, "5,"— 0 X G. WASSENAAR, F � 1111 � 11 I VA • � F- OF P-T L I • ' f Jr MAMMIN Statement of Services BAKFIL.L. wTLiR° JV1IYF s ♦ � . �4 aim PIPE A T HIGH POINT. Ir BAKFOL.L. • •s s �r •• JULY 2010 Furnace Heat Rise --Used 58 Degrees on Program Evaporator Coil static Pressure V mum m aim amm KkOl arm ROMOLMR41MIUM MOM win In Evaporator Coil static Pressure V PERFORMANCE DATA oat DETAILED COOLING C.APACMES# CONTINUED C 0009 INN All f+Q A !! AID 23 S5 95 5 *h TOW cap&04 A4a tuh t F t t ** a t») )Pots m * Tot ** 67(19,4) 36.61 25.73 2,61 55.E 25,0 2.7 .2I) 2439 1 130 63(17.2)1 34.62 24.80 9 32e50 2.7 3.02 3.112 57'03,9) IVM 32,55 2.4 -- il - .38 31. x,12 (I. 2 73 1 40,90 21.97 Z -39.11 21.31 . 9. 262.61 3,13 67 (19.74) 37.5 27. 2.57 35.57 26.61 Fs W 3.36; 1200 63 ('17.2)t 29.26 215 33.6-4 25.66 2. 31.36 2444 , 1, 1 57 (119) 33.37 33,67 265 32 61 32.61 2. 33.2+" 31.27 3. 72 2 4(.46 22.1 2.66 X9.55 22.22 2.91 37.6 23.52 3.19 67 (19,4) 3732 2612 263 .f2 26.11 2. 34.39 27 3.16 1 6 (172)1'1 35M 27.77 263 x.47 27.77 31.6 26.24 9.t4 3.35 7" (130 34.E 34> 1 33.64» 2 3 Sensible Heat Cain = 24583 BTUs C Delivers 27190 BTUs with sensible plus % latent 24583/27190 =.904 or 9. over :,�;"�� Y.4 ...\Plan 5062.rhv Tuesday, February 18, 2014, 3.19 PM i ll t 3 1 Mi 1 s � � W inter. _ 1 0.21 °! 30 °J 70 34.16 Summer. 91 59 15% 50% 75 439.04 Main Trunk Run outs ! Calculate. Yes Yes Use Schedule: Yes Yes Roughness Factor. 0.00300 0.01000 [ pressure trop. 0.1000 €n.wg. /100 ft. 0.1000 intwg »1100 ft. Minimum Velocity. 550 ft. /min 450 ft. /min € I Maximum Velocity. 900 ft. /rain 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. E Winter Summer Infiltration Specified: 0.200 AC /hr 0.200 AC /hr 95 CFM 95 CFM Infiltration Actual: 0.279 AC /hr 0.279 AC /hr s Above Grade Volume: X 2& Cu.ft. X 28 403 Cu ft. 7,921 Cu.ft. /hr 7,921 Cu:ft. /hr 0.0167 X 0.0157 Total Building Infiltration: 132 CFM 132 CF Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltrations & Ventilation Sensible Gain Multiplier: 14.39 = (1.10 X 0.617 X 16.00 Summer Temp. Difference) � 1 Infiltration & Ventilation Latent Gain Multiplier: -21.70 = (0.68 X 0.817 X -39.04 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62,04 = (1.10 X 0.317 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.200 AC /hr (95 CFM) Summer Infiltration Specified: 0.200 AC /hr (95 CFM) i I Y :\ ... \plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM •► �;r• YA ...Plan 5052.rhv Tuesday, February 13, 2014, 3:19 PM feet e�_ ft. Net Sen t l taut Scapa Ta TO lTa �a Area Grin In Gainassl CFI GFt� M S _ __.- ._ . ___ _ ..w _ . _.... ..._,.. n _..._ .w., µ.a Building 2.05 2.05 2,688 5,507 24,583 - 1,865 24,583 48 925 1 1,100 System 1 2.05 2,05 2,688 5,507 24,583 -1,865 24,583 48,227 925+ 1,100 1,100 25x12 Humidification 1,797 Zone 1 5,507 24,583 -1,865 24,583 46,430 925 1,100 1,100 12x1 I-Rec Room 839 1,104 -90 1,104 4,582 91 49 91 7, 2 -Bath 4 52 9 w7 9 284 6 0 6 3 3-BR 4 196 469 -18 469 1,100 22 21 22 6 4 -tint basement 1,664 1,903 -225 1,903 10,606 211 85 211 6,6, "Great Room 246 2,893 -216 2,893 4,342 87 129 129 7,7 6-Kitchen/Nook 484 5,067 -275 5,067 4,244 85 227 227 8, 7-Dining 173 955 -112 955 1,470 29 43 43 7 8- (aster BR 306 3,702 -223 3,702 4,926 98 166 166 7 ,7, 7 9-WC 19 74 -32 74 269 5 3 5 3 10- Master Bath 291 1,102 -118 1,102 1,659 33 49 49 5, 11 -WIG 93 226 -67 226 656 13 10 13 4 1 -BIB 2 196 1,575 -54 1,575 2,556 51 70 70 6, 1 -Bath 2 44 59 0 59 80 2 3 3 _3 14- Laundry 94 470 -113 470 1,431 29 21 29 4 15 -BR 3 179 1,208 94 1,302 1,439 29 6 4 54 7 16 -Bath 3 60 430 -83 430 855 17 19 19 4 17 -PD 52 69 0 69 93 2 3 3 3 18-Study 150 1,973 -68 1,973 2,914 58 88 88 6, 19-Entry 93 815 -184 815 1,885 38 36 38 5 20 -Hall 276 481 -74 481 1,039 21 22 22 Sure of room airflows may be greater than system airflow because s stem roam alrflow a tian uses the - greater of heatln�or oaalln� YA ...Plan 5052.rhv Tuesday, February 13, 2014, 3:19 PM -- -D Name: S T -100, Feeds Into: Unf basement, Fitti 1 -01, Effective Length: 147.6 € Trunk 0.0003 18.6 527 0.000 Up. Pan 55 25 0.022 0.033 Rect 0,8 12 1461 03.333 Presize 1,096 5.1 0354 0.446 t -- -Duct acne. -110, Feeds Into: Unt basement, Effective Length: 3.7 Trunk 0.0003 15.2 307 0.000 Up. SMT -100 126 20 0.010 0.0030 � Rect 33 10 0.0 0.000 s Presize 427 18.3 0.354 0.446 } -- -Duct N ame. ST - 120, F eeds Into. Unf basement, Effective Length. 2.5 s Trunk 0.0003 18.6 322 0.000 Up. SMT- 1001 55 25 0.009 0.000 Rect 2.5 12 0.0 0.000 ? Presize 670 15 .4 0.354 0.446 -- -Duct Name. SR -100, Supplies Master BR, Fitt ings. 2 -1, 4 -k1, Effective Length. 42.8 Runout 0.0003 7 206 0.000 Up. ST -130 55 5.4 03.012 0.005 1 Rnd 2.7 7.7 402 0.005 Presize 55 4.9 0.345 0.455 -- -Duct Name: SR -110, Supplies: M aster RR, Fitti ngs. 2 -1, -G, 8•;A2, 8 -A2, Effective Length. 78.8 I Runout 0.0003 7 206 0.002 Up. ST -390 55 5.4 0.012 0.008 Rnd 14.2 7.7 64.6 0.009 Presize 55 26 0.340 0.460 -- -Duct Name: ST -130, F eeds Into: Unf basement, Effective Length: 0,8 Trunk 0.0003 6.7 198 01.000 Up: T -390 55 4 0.014 0.000 Rect 0.8 10 0.0 0.000 Presize 55 1.9 0350 0.450 -- -Du Nam SR Supplies: faster BR, Fitt ing s: 2 -1,4-G, Effective Length: 73.6 i Runout 0.0003 7 206 0.002 Up: ST -270 55 5.4 0.012 0.007 Rnd 16.0 7.7 57.6 0.009 € [ #J Presize 55 29.3 0341 0.459 3 I -- -Du Name: ST -140, Feeds Into: Unf basement, Effective Length: 4.8 Trunk 0.0003 12.9 142 0.000 E Up: ST -270 55 14 0.003 0.000 Rect 4.8 10 0.0 0.000 Presize 138 19.3 0.350 0.450 YA ;..\Plan 5062.rhv Tuesday, February 18, 2014 3:19 PM -- -Duct Name: SR -130, Supplies: WC, Fittings: 2.1, 4 -G, Effective Length: 27.2 Runout 0.0003 3 102 0.001 Up. T -290 128 2.4 0.010 0.001 land 11.8 3.3 15.3 O.Oo3 Presize 5 9.3 0348 0.452 I -- -Duct Name: ST -150, Feeds Into: Unf basement Effective Length: 1.5 Trunk 0.0003 15.2 285 0.000 Up: T -290 55 20 0.009 O.00O Rect 1.5 10 0.0 0.000 Presize 396 7.5 0.351 0.449 -- -duct acne: SIB -140, Supplies: Master Bath, Fittings: ; 2-1,4-H, Effective Length: 40.5 I Runout 0.0003 5 183 0.002 Up: SMT -100 55 3.9 0.015 0.004 lend 15,0 5.5 25.5 0.006 Presize 25 19.6 0.348 0.452 -- -Duct Nerve: SR -150, Supplies: Master Bath, Fittings: 2 -1, 4 -N, Effective Length: 40.5 Runout 0.0003 5 183 0.002 Up: ST -350 55 3.9 0.015 0.004 lend 15.0 5.5 25.5 0.006 Presize 25 19.6 0.346 0.454 --- Duct Name: ST -160, Feeds Into: Unf basement, Effective Length: 3.3 Trunk 0.0003 152 415 0.001 Up: T -350 55 20 0.019 0.000 Rect 3.3 10 0.0 0.001 Presize 577 16.7 0.351 0.449 ___Duct Name: SR -160, Supplies: WIC, Fittings. 2-1,4-G, Effective Length: 47.3 Runout 0.0003 4 149 0.002 11 Up: ST -110 128 3.1 0.01:3 0.004 f lend 16.2 4.4 31.1 0.006 Presize 13 16.9 0348 0.452 -- -Duct Name: ST -170, Feeds Into: Unf basement, Effective Length: 2.0 Trunk 0.0003 15.2 293 0.000 Up: ST -110 128 20 0.009 0,000 Rect ZO 10 0.0 0.000 Presize 414 10 0.354 0.446 -- -Duct dame: SR -170, Supplies: BR 2, Fittings: 2 -1, 4 -G, Effective Length: 56.5 - Runout 0.0003 6 178 0.002 Up: ST -400 55 4.7 0.011 0.005 lend 16.2 6.6 40.3 0.006 Presize 35 25.4 0.347 0.453 Y.1..APlan 5062.rhv Tuesday, February 18, 2014 3;19 PM -- -Duct Name: ST -180, Feeds Into: Unf basement, Effective Length: 2.0 0.0003 5 Trunk 0.0003 15.2 235 0.000 Up: ST -190 55 20 0.007 0.000 Rect 2.0 10 0.0 0.000 Presize 027 10 0.353 _ 0.447 -- -Duct Name: ST -190, Feeds Into: Unf basement, Effective Length: 0,7 � Trunk 0.0000 15.2 235 0,000 Up: ST -400 55 20 0.007 0.000 Rect 0.7 10 0.0 0:000 Presize 327 13 0.354 0.445 -- -Duct Name: T -200, Feeds Into: Unf basement, Effective Length: 9.3 Trunk 0.0003 152 210 0.001 t Up: ST -180 55 20 0.005 0.000 Rect 9.3 10 0.0 0.001 Presize 292 45.7 0353 0.447 -- -Duct Name: SR -180, Supplies. 8R 2, Fittings. 2-1,4-H, 8-A2,8-A2, Effective Length: 69.0 Runout 0.0003 ' 6 178 0.003 Up: T -180 55 4.7 0.011 0.005 } Rnd 23.2 6.6 45.9 0.008 Presize 35 36.4 0.346 0.454 -- -Du Name: SR -190, Supplies: Study, Fitting 2-1,4-G, 8-A2,8-A2, Effe Length: 72.6 Runout 0.0003 6 224 0.003 Up: ST - 220 55 4.7 0.017 0.009 Rnd 18.3 6.6 54.2 0.012 Presize 44 28.8 0.337 0.463 -- -Duct Name: SIB - 200, Supplies: Study, Fittings. 2 -1, 4-G, Effective Length: 67.9 Runout 0.0003 6 224 0.003 Up: T -380 55 4.7 0.017 0.008 Rnd 19.5 6.6 48.4 0.011 Presize 44 30.6 0.338 0.462 3 - -Duct Nerve: ST -210, Feed Into: Unf base Effective Length: 1.2 3 Trunk 0.0003 9.8 144 0;000 Up; ST -380 55 8 0.005 0.000 Rect 1.2 10 0.0 0.000 Presize 80 3.5 0.350 0.450 IF i q Runout 0.0003 5 279 Up. ST -210 128 3.9 0.028 Rnd 0.0 5.5 23.0 Presize 38 0 0.343 0.000 0.007 0.007 0.457 YA ,..Plan 5062.rhv Tuesday, February 18, 2014, 3;19 PM --- Duct me: ST-220, Feeds Into: leaf basement, Effective Length: 1. 0.0003 7 Trunk 0.0003 9.8 79 0,000 Up: ST -210 55 8 0.002 0.000 Reel 1.0 10 0.0 0.000 Presize 44 3 0.350 0.450 m -_ Duct acne: SR-220, Supplies: B 3, Fittings: 2 -1, 4-G, E Length: 44.7 0.0 Runout 0.0003 4 210 0.005 Up. ST -370 55 3.1 0.027 0.007 Rnd 19,5 4.4 25.2 0.012 Presize 19 20.4 0.339 0:451 -- -D Nance: ST-230, Feeds Into: Unf basement, Effe Length: 1.3 Up: ST -310 55 Trunk 0.0003 9.8 302 0.000 Up: ST -370 128 8 0.016 0.000 Rest 1.3 10 0.0 0.000 Presize 168 4 0351 0.449 Runout 0.0003 7 202 Up. ST -350 55 5.4 0.012 Rnd 19.7 7.7 57.4 Presize 54 36 0.343 0.0 09 -- -Du Name: ST - 240, Feeds Into: Unf basement, Effective Length 7.2 Trunk 0.0003 12.9 213 0.000 Up. ST -360 128 14 0.006 0.000 Ret 7.2 10 0.0 0.000 ? Pres 207 28.7 0351 0.449 6 -- -Duct Name: SR -240, Supplies: Hall, Fittings: 2-1,4-G, Effective Length: 44.1 } Runout 0.0003 5 161 0.001 Up: ST -310 55 19 0.012 0.005 Rnd 5.5 5.5 38.6 0.005 Presize 22 7.2 0.347 0.453 -- -Du Name: ST-250, Feeds Into: Unf basement, Effective Length: 1.8 i Trunk 0.0003 12.9 256 0.000 Up. ST -310 55 14 0.009 0.000 s Re t 1.8 10 0.0 0.000 Presize 249 7.3 0352 0.448 ---Du Name: SR -250, Supplies: Coning, Fittings: -1, 4 -H, 8-A2, 6 -A2, Effective Length: 91.3 Runout 0.0003 7 16+1 0.003 � Up. ST -120 55 5.4 0.008 0.004 Rnd 40.2 77 51.1 0.007 Presize 43 73.6 0.347 0.453 { { a I Y.1...lPlan 5062.rhv Tuesday, February 18, 2014, 3.19 PM -- -Duct Name. ST -260, Feeds Into: Unf basement, Effective Length. 3.5 Trunk 0.0003 15.2 451 0.001 Up: T -120 55 20 0.022 OMO Rect 3.5 10 0.0 0.001 # Presize 627 17.5 ' 0.050 0.447 --- Duct Name: SR -260, Supplies: Kitchen /Nook, Fittings: 2 -1; 4 -N, Effective Length: 60.6 Runout 0.0003 8 324 0.002 Up: ST -300 55 6.2 0.022 0.012 Rnd 71 8.7 52.0 0.014 Presize 113 16.1 0337 OA63 -- -Duct Name: ST -270, Feeds Into: Unf basement, Effective Length: 6.6 1 s Trunk 0.0003 12.0 199 0:000 # Up: ST -300 55 14 0.006 0.000 Rect 6.8 10 0.0 0.000 Presize 103 27.3 0350 0.450 --Duct Name: SR -270, Supplies. Kitchen /Nook, Fittings: 2-1,4-G, Effective Length: 94.1 4 Runout 0.0003 8 324 0.006 Up: ST -160 55 6.2 0.022 0.015 Rnd 27.3 8.7 66..7 0.021 Presize 113 57.2 0.330 0.470 -- -Duct Name: ST-266, Feeds Into: Unf basement, Effective Length: 4.8 Trunk 0.0003 15.2 334 0.001 Up: ST -160 55 20 0.013 0.000 Rect 4.8 10 0.0 0.001 Presize 464 24.2 0351 0.440 -- -Duct Name: SR -280; Supplies: Great Room, Fittings. 2-1,4-G, 8-A2,8-A2, Effective Length: 110.4 Runout 0.0003 7 243 0.006 Up: ST -280 55 5.4 0.016 0.012 Rnd 35.8 7.7 74.6 0.018 i Presize 65 653 0333 0.467 3 -- -Duct Name: ST -290, Feeds Into: Unf basement, Effective Length: 0.8 3 Trunk 0.0003 15.2 287 0.000 Up: T -280 55 20 0.010 0.000 1 Rect 0.8 10 0.0 0.000 Presize 399 42 0.351 0.449 --Duct Name: SR -290, Supplies: Great Room, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length. 113.1 Runout 0.0003 7 243 0.007 s Up: ST -340 55 5.4 0.016 0.011 t Rnd 45..8 7.7 67.3 0:018 f Presize 65 84 0.332 0.468 1 ` A ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM E -- -Duct acne: ST -300, Feeds Irate Unf basement, Effective Length: 3.2 f Trunk 0.0003 15.2 220 O.00O Up. T -340 55 20 0.006 0.000 Rect 3.2 10 0.0 O.00O ; Presize 306 15.8 0.350 0.450 1 _ -- Duct erase: SR -300, Supplies: Landry, Fittings: 2-1,4-G, Effective Length: 36.7 3 Runout 0.0003 4 332 0.003 Up: ST -200 128 3.1 0.001 0.016 1 Rnd 5.8 4.4 30.8 0.019 Presize 29 6.1 0.334 0.466 i j -- -Duct Name: ST -310, Feeds Into: Unf basement, Effective Length: 7. r Trunk 0.0003 12.9 279 0.001 Up: ST -200 55 14 0.011 0.000 Rect 7.2 10 0.0 0.001 Presize 271 28.7 0362 0.448 -- -Duct Name: SR- 310, Supplies: Bath 2, Fitting: 4 -G, Effective Length: 10.2 i i Runout 0.0003 61 0.000 Up: ST -170 55 2.4 0.005 0.000 I Rnd 3.7 33 6.5 0.000 Presize 3 2.9 0.353 0.447 -- -Duct Name: ST-320, Feeds Into: Unf basement, Effective Length: 1. 1 Trunk 0.0003 15.2 297 0.000 Up. ST- 170 128 20 0.009 0.000 Rect 1.3 10 0.0 0.000 Presize 412 63 0.354 0.446 -- -Duct Nance: S -320, Supplies: PDR, Fittings: 2 -1, 4 -G, Effective Length: 21.2 Runout 0.0003 3 61 0.000 Up. ST -230 55 2.4 0.005 0.001 Rnd 6.5 33 14.7 0.001 Presize 3 5.1 0.350 0.450 - -Duct Name: ST-330, Feeds Into: tint basement, Effective Length: 5.8 Trunk 0.0003 9.8 299 0.001 Up: ST -230 128 8 0.015 0.000 Rect 5.8 10 0.0 0.001 Presize 166 17.5 = 0350 0.450 -- -Duct Name: SR- 330, Supplies: Rec Room, Fittings: 2-1,4-AD, 6 -A2, 6 -A2 Effective Length: 109.5 Runout 0.0003 7 172 0.003 Up: ST -150 128 5.4 0.008 0.005 Rnd 41.0 7.7 68.5 0.009 Presize 46 75.1 0.342 0.458 Y.1;..tPlan 5062.rhv Tuesday, February 18; 2014, 3.19 PM 3 . Y 1!1 � X11 • 1" 1 i1 11# 1t' 1 Aid +► t 1J1 * � �1+ Y.! ...\Plea 5062,rhv Tuesday, February 13, 2014, 3:19 PM -- -Duct Name: ST -380, Feeds Into: Unf basement, Effective Length: 1.7 Trunk 0.0003 9,8 223 0.000 Up. ST -330 55 8 0.010 0.000 Rect 1.7 10 0.0 9.000 Presize 124 5 0.350 OA50 -- -Duct erne: SR -380, Supplies: Unf basement, Fittings: -1, 4-AD, Effective Length: 60.6 Runout 0.0003 6 357 0.004 Up. ST -140 128 4.7 0.035 0.017 Rnd 11.7 6.6 48.9 0.021 Presize 70 18.3 0.329 0.471 ---Duct Name: ST -390, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 12.9 113 0.000 Up. ST -140 55 14 0.002 0.000 Rect 1.8 10 0.0 0.000 Presize 110 7.3 0.350 0.450 -- -Duct Name. R -390 Supplies. Lint basement, Fittings: 2-1,4-AD, Effective Length: 67.1 Runout 0.0003 6 357 0.005 Up. ST -320 128 4.7 0.035 0.018 Rnd 14.5 6.6 52.6 0.023 Presize 70 22.8 0.330 0.470 -- -Duct Name: ST -400, Feeds Into. Unf basement, Effective Length: 1.8 Trunk 0.0003 152 261 0.000 Up. ST -320 55 20 0.008 0.000 Rect 1.8 10 0.0 0.000 Presize 362 9.2 0354 0.446 Report Units: Pressure: in.wg, Duct lengths; feet, Duct sizes: inch„ Airflow: CFM, Velocity: ft. /min, Temperature: 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 less 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 lose values for the supply retain 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: 31 Number of active runouts: 30 Total runout outlet airflow: 1,288 Main trunk airflow: 1,098 Largest trunk diameter. 18.6 ST -100 Largest runout diameter: 8 SR -260 Y:t ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Win I Smallest trunk diameter: 6.7 T -130 Smallest runout diameter: 3 SR-130 Supply fan external static pressure: 0.800 Supply fan device pressure losses: OMO Supply fan static pressure available: 0.500 Runout maximum cumulative static pressure loss: O 75 S1 -370 Return loss added to supply: 0.113 Total effective length of return ft.): 472.7 Low Total effective length of supply ft.): 268.9 SR-370 Overall total effective length ( t): 741.7 Low to SR-370 Design overall friction rate per 100 ft,: OM7 (Available SP x 100 I TEL) System duct surface area (No Scenario): 1279.1 Total system duct surface area: 1279.1 Y ... \Plan 5062,rhv Tuesday, February 18, 201 4, 3:19 PM -- -Duct Name: RT -118, Feeds From: Unf basement, Effective Length: 0.5 Trunk 0,0003 18.6 345 0.000 Up: RMT -100 75 25 0.010 0.000 Rect 0,5 12 0.0 0.000 Presize 718 3.1 -0.037 0.030 Trunk 0.0003 12.9 360 0.000 i Up: RT -140 75 14 0.017 0.000 Rect 2.7 10 0.0 0.000 Presize 350 10.7 -0.037 0,029 .- -Duct Name: RT -130, Feeds From: Unf basement, Effective Length: 2.7 Trunk 0.0003 12.9 369 0.000 Up: RT -110 75 14 0.017 0,000 Rect 2.7 10 0.0 0.000 Presize 359 10.7 -0.037 0.030 -- -Duct Name: RT -140, Feeds From: Unf basement, Effective Length: 1.2 Trunk 0.0003 18.6 172 0:000 Up: RT -110 75 25 0.003 0.000 Rect 1.2 12 0.0 0.000 Presize 359 7.2 - 0.037 0.030 -- -Duct Name: RT -150, Feeds From: Unf basement, Effective Length: 1.0 Trunk 0.0003 18.6 274 0.000 ! Up: RMT -100 75 25 0,007 0.000 Rect 1.0 12 0.0 0.000 Presize 570 6.2 -0.037 0.112 y - -Duct Name: RT«160, Feeds From: Unf basement, Effective Length: 12.8 3 Trunk 0.0003 10 616 0,007 # Up: RT -150 75 7.8 0.052 0.000 Rnd 12.8 10.9 0.0 0.007 Presize 336 33.6 -0.031 0.106 -- -Duct name: High, Returns From: Kitchen /Nook, Fittings. 6 -B, 6 -H, -B3C, Effective Length: 169.9 Runout 0.0003 12.9 369 0.000 Up: RT -120 75 14 0.017 0.029 Rect 0.5 10 169.4 0.029 Presize 359 2 -0.008 0.029 YA .,APlan 5062.rhv Tuesday, February 18 2014, 3 :19 PM R - - Duct Name. R T -100, Feeds From: Unf basement, Fittings* -Hi; 5 -L, Effective Length: 258.2 Trunk 0.0013 18.6 618 ` 0.000 Up Fan 75 25 0.029 0.075 Rect 0.5 12 257.7 0,075 Presize 1,288 3.1 -0.038 0.113 Y:\...\Plan 5062.rhv Tuesday, February 13, 2914, 319 P � i iii " i lii 1 ii ii# • ,, i i i i * i ii w i •- 1 i ! i iii i t * i# :# 1 i •. i 1 ! 1 # i1i • i i i i Y:\...\Plan 5062.rhv Tuesday, February 13, 2914, 319 P z YA ... \Plays 506 .rhv Tuesday, February 18, 2014, 319 PM Bear Entry boor: Door-R=2.8 21.4 526 0 168 168 1 1 R6.2 Door: Boor -U - .161 24 267 01 85 15815 -Ow -9. Wall- 903.2 3,115 0 39 39 Basement RI 1-9: Wall - Basement, Custom, 8 -11 1828.3 6,641 0 89 89 Basement wall 12F-Os w: Wall-Frame, R -21 insulation in 2 x 6 stud cavity, 2140.9 9,664 6 1,574 1 ,574 no board insulation, siding finish wood studs 1613 -38. Roof/Ceiling- Under Attic with Insulation on Attic 2757.5 4,947 0 3,295 3,295 Floor (also use for Knee Walls and Partition Ceilings ), Vented Attie, No Radiant Barrier, Dark Asphalt ' Shingles or Dark Metal, Tor and Gravel or Membrane, R-38 insulation 21 A -2: door - Basement, Concrete slab, any thickness, 2 2749.9 3,795 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide e Subtotals for structure: 38,242 0 17,895 17,895 People. 5 1,903 1,150 2,159 , Equipment. 0 1,200 1,200 I Lighting. 0 0 0 Y Ductwork. 0 0 0 0 1 Infiltration. Winter CFM: 132, Summer CFM. 132 8,188 -2,865 1,897 -968 Ventilation. Winter CFM: 0, Summer CFM; 0 0 0 0 0 ? Humidification (Winter) 4.901 gal /day : 1,797 0 0 0 AED Excursion _ .. ._ ... ._..., a. ....._ .,..,, _. .., ,. _. .. ...... ......... .. ... .... .... ..... .. .. .. .. _ , ? w . 0 2 ... .. .,..... .... 2,441 � .,_ ., ., .... Total Building Load Totals. 48,227 `1,865 24,583 22,718 l py S I Total Building Supply CFM: 1,100 CFM Per Square ft.. 0.200 Square ft. of Boom Area. 5,507 square ft. Per Ton: 2,909 Volume (W) of Cond. Space. 53,005 Total Heating Required Including Ventilation Air. 48,227 Btuh 48.227 MBH i I Total Sensible Gain. 24,583 Btuh 100 % Total Latent Gain. -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based On f Sensible + Latent) i a Ift a{ "�` i s N f r' Be sure to select a unit that meets both sensible an data at your design conditions. and ACCA Manual D. ary. irding to the manufacturer's performance I Y:\...\Plan 5O62.rhv Tuesday, February 18, 2014 3:19 PM I Atrium, Glazing- .31!.33, u -value 0.31, SHGC 0.33 437 9,347 0 12,645 12,645 = Rear Entry Door: Door -R =2.8 21.4 526 0 168 168 I R6.2 Door: Door- U=.161 24 267 0 85 8 i 15B 15 -Ow -9: all- 903.2 3,115 0 39 39 Basement R11 -9. Wall - Basement, Custom, R -11 1828.3 6,641 0 89 89 Basement wall 12F -0sw. Wall - Frame, R -21 insulation in 2 x 6 stud cavity, 2146x9 9,604 0 1,574 1,574 no board insulation, siding finish, woad studs 16B -38: Roof /Ceiling -Under Attic with Insulation on Attic 2757.5 4,947 0 3,295 3,295 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt E Shingles or Dark fetal, Tar and Gravel or Membrane; R -38 insulation 21A -32: Floor - Basement, Concrete slab, any thickness; 2 2749.9 3,795 0 0 0 i or more feet below grade, no insulation below floor, I any floor cover, shortest side of floor slab is 32' wide Subtotals for structure. 38,242 0 17,895 17,895 ' People. 5 1,000 1;150 2,150 I Equipment. 0 1,200 1,200 Lighting. 0 0 0 Ductwork. 0 0 0 0 I Infiltration. Winter CFM. 132, Summer CFM. 132 8,188 -2,865 1,897 -968 Ventilation. Winter CFM. 0, Summer CFM. 0 0 0 0 0 Humidification (Winter) 4.90 gal /day : 1,797 0 0 0 I AED Excursion _�,_..- _.._-_ .-.... _ _.,_. ...�, ,._.. ...... -,..__ ��,...11. _... .._ .� .__. . _ _._ 0 .. _. 0 ...,,.,. r_ ..�.... 2 441 �__._... 2,441 i System 1 Whole House System Load Totals; 48,227 -1,865 24,583 22,718 i Supply CFM: 1,100 CM Per Square ft.: 0.200 Square ft. of Room Area: 5,507 Square ft. Per Ton:. 2,909 Volume (ft3) of Cond. apace. 53,005 Total Heating Required Including Ventilation Air: 48,227 Btuh 48.227 MBH r Total Sensible gain: 24,583 Btuh 100 % Total Latent Gain: -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based O Sensible + Latent) Rhvac is an ACCA appr IT-lanual J and fflanual ! computer prog Calculati performed ACC' Manual J 8th Edition • s 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 s de r Y:! ...\Plan 5062.rhv Tuesday, February 18, 2014, 3.19 PM ; •• • System Type: standard Air Conditioner Outdoor Model: CA13NA036' *'(A,D) Indoor Model: CNPV *4221AL *+TDR Tradename: 13 SEER PURON A Outdoor Manufacturer: CARRIER AIR CONDITIONING AIRI Reference No.: 6396468 Nominal Capacity: 33000 Efficiency: 13 SEER Heath 1 System Type: Natural Gas Furnace f Model: 6SC213080S21 - -20 Tradenam Carrier i Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 76000 Efficiency: 92.1 At31 E I 3 i, l s l i I 1 I Y.\ .., \Plan 6062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 639.1 ft. System Number:: 1 Roam Width: 1.0 ft. Zone Number: 1 3.6 Area: 339.0 sq.ft. Supply Air: 91 CFM Meiling Height: 10.2 ft. Supply Air Changes: 0.6 AC/hr Volume: 6,530.0 'cu.ft.: Req.. Vent.,Clg: 0 CFM Number of Registers: 2 NW- is- Atrium sh e -0.33 O %S Actual Winter Vent.: 0 CFM 342 25.6 0 Percent of Supply,. 0 °tom 0310 21.4 342 Actual Summer Vent.: 0 CFM Floor-21A-32 1 X 339.1 339.1 0.020 Percent of Supply: 0 % 0 Subtotals for Structure: Actual Winter lnfil,: 4 CFM 4,326 0 Actual Summer lntil.: 4 CFM 10.2 SE-Wall-151315-ow-9 14.4 X 146 0.047 3.6 523 0.1 0 10 10.2 SW- Wall - 1515 -Owm9 17 X 10.2 156.0 0.047 3.3 522 0:0 0 3 NW- is- Atrium sh e -0.33 O %S 16 0,310 21.4 342 25.6 0 409 SW -GIs- Atrium shgc -0.33 O%S 16 0310 21.4 342 30.3 0 492 Floor-21A-32 1 X 339.1 339.1 0.020 1.4 1,155 0.0 0 Subtotals for Structure: 4,326 0 935 lnfil,: Win.: 4.1, Sum.: 4,1 90 2.053 256 0.657 -90 59 AED Excursion: 110 Room Totals: 4,562 -90 1,104 5.3 ft. System Number. 0.7 -ft. Zone Number: 52.0 sq ft. Supply Air: 10.2 ft. Supply Air Changes: 524.0 cu.ft. Re, Vent. Cl. 1 0 Actual Winter Vent.: 0 CFM Percent of Supply.: CFM Actual Summer Vent.: I I Percent of Supply: l 3 Actual Winter lnfil.: Actual Summer Infil,: Floor-21A-32 1 51.E , 51 0. . 6 020 1.4 _ .. 1 . ,. . 0.0 ..... 1 �,_ _ . � I E 5 CFM 0.5 r AC/hr 0 CFM 0 CFM 0 % 0 CF 0 % I 0 CFM 0 CFM Floor-21A-32 1 51.E , 51 0. . 6 020 1.4 _ .. 1 . ,. . 0.0 ..... 1 �,_ _ . 0._ Subtotals for Structure: 255 0 4 lnfil,: Win. 0. 3, Sum.; 0.3 7 2.921 10 0.015 -7 4 AED Excursion: 1 Room Totals: 234 _7 9 E I i } E 3 1 l I I l 3 6 ...\Plan 5062.rhv Tuesday, February 13, 2014, 3:19 PM Room Length: 14.7 ft. System Number: 1 16 0.310 21.4 342 25.6 Room Width: 13.3 ft. Zone Number: '; 1 0 Area: 196.0 sq.ft. Supply Air: 22 CFM Ceiling Height: , 10.2 ft. Supply Air Changes: 03 AC/hr Volume:; 1,988.0 cu.ft. Req.. Vent. CIg: 0 CFM t Number of Registers: 1 Actual Winter Vent.; 0 CFM ¢ Percent of Supply.: 0 % Actual Summer Vent.. 0 CFM t percent of Supply: 0 % Actual Winter Infil.: 'I CFM Actual Summer Infil.. 1 CFM 10.2 I NW - CPIs - Atrium hgc -0.33 O %S 16 0.310 21.4 342 25.6 0 400 Floor-21A-32 1 X 195.6 105.6 0,020 1.4 270 0.0 ... 0 0 Subtotals for Structure: 1,049 0 410 Infil.. Win.. 0.8, Sum.. 0.8 18 2.049 51 0.570 -18 12 AED Excursion .. .._._ .. ......_ . ....... ... , .. _ ,.. 47 I �. ...._� Room Totals: 1,100 -18 469 i i I i I I s s I i 1 f --- _,__— ----- .r Y:\ ...\Plan 5062.rhv Tuesday, February 18, 2014,3:19 PM Room Length: 1,663.8 ft. System Number: 1 } Room Width: 1.0 1t. Zone Number: 1 Area: 1,664.0 sg.ft. Supply Air: 211 CFM Ceiling Height: 10.2 ft. Supply Ayr Changes: O Y AC/hr Volume: 16,915.0 cu.ft. Reg. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 10 CFM NW- Wall - Basement R11 -9 1:2.7 1#�. 0.051 «7 472 O.1 O I 8 X 10.2 N -Wall- Basement R1 12.5 127.1 0.051 3.7 465 0.1 0 6 } X 10.2 E SF- Wall - Basement R11 -9 5 X 50.6 0.051 17 136 0.1 0 3 10.2 N -WalI- Basement R11 -9 8.3 X 64.7 0.051 3.7 310 0.1 0 5 { 10.2 1 SF- Wall - Basement R1 1-9 20 X 203.4 0.051 17 744 0.1 0 1 2 10.2 NF- Wall - Basement R11 -9 29 X 294.9 0.051 31 1,079 0.1 0 18 10.2 4 SE - Wall- Basement R11 -9 40:8 474.8 0.051 3.6 1,705 O.0 0 14 X 10.2 SW - Wall- Basement R1 -9 18 X 167A 0.051 3 .6 595 0.0 0 10.2 NW -Wall- Basement R1 1-9 14.3 145.7 0.051 3.7 533 0.1 0 9 X 10.E SW- Wall - Basement R1 1 -9 14.8 150.8 0.051 3.7 552 0.1 0 9 X 10.2 t SF- GIs - Atrium gc-0.33 O %S 16 0.310 21.4 342 30,8 0 492 SF -GIs- Atrium hgc -0.33 O S 16 0.310 21.4 342 30.8 0 492 SW -GIs- Atrium hgc -0.33 O °IBS 16 0.310 21.4 342 30.8 0 492 I Floor- 21A -32 1 X 16618 1663.8 0.020 1.4 2,296 0.0 y _ fl Subtotals for Structure: 9,963 0 1,565 I Infil.: Win.: 10.4; Sum.: 10.4 225 2.856 643 0.662 -225 149 AFC Excursion: 1 Room Totals: 10,606 -225 1,903 Y:t ...!Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM . .. . ....... ------------ om Loads - Room 5 - Great Rooms e Load Pro - - - --------- - - - -------- Calculation Mode: Htg, & c1g. Occurrences: 1 Room Length: 143 ft. System Number: I Room Width: 17.2 ft. Zone Number: I Area: 246,0 sq.ft. Supply Air: 129 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 15 AC/hr Volume: 2,235.0 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.: 19 CFM Actual Summer Infil.: 19 CFM NW-Wall-12F-Osw 14.3`X 9.1 130.1 0.065 4.5 584 0.7 0 96 1 1 SE-Wall-12F-Osw 14.3 X 9.1 130.1 0.065 4.5 584 0.7 0 96 SW- Wall- 1 2F -Os 17.2 X 9.1 105.9 0.065 4.5 475 0.7 0 78 SW-Gls-Atrium shgc-0.33 O%S 12.5 0.;310 21.4 267 30.7 0 384 SW-Gls-Atrium shgc-0.33 O%S 12.5 0.310 21.4 267 30.7 0 384 SW-Gls-Atrium shgc-0.33 O%S 25 0.310 21.4 535 30.7 0 768 it -10 UP- UP-Ceil-16B-38 2461 X 1 ....... . ... ---- -- .... .. . -- ........ . ... 246.1 0.026 1,8 4 41 I'll, 11111-1111 1 "1 11-11-11 1. 2 "I',-,ll,"-"-"'I "I',-, � -1--"�."--,--�11--"--- 0 294 1 I . ..... Subtotals for Structure: 3,153 0 2,100 1 Infil.: Win.: 19.2, Sum.: 19.2 416 2.857 1,189 0.663 -416 276 AED Excursion: 287 People :_200 er: 1 200 230 Room Totals: 4,342 -216 2,893 Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 1":t ...!Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM apps ..� "jj}f��`�•*���"�y'�p. h 1 waj��^"t'�l'.�..t t " rinV.ww wk /J .�� yh��y �(�.,ypw»»u j (jjq,: jj �'�ywyw.,yy+y�f /,i [j}w.wi � {�}4 Lo ad ��°}:�°[yy),rq'{, I [L j�f}.�y..�rtj$�p l V 4MFd V F R V b.44J R W �LW i /\de1F It ....i Y {yt' �,vm Wa \m6 Pro W RM+'t ..»..... ... «.. ^ »..„..,...N..,... : «_ j i t Calculation Mode: Htg. & clg. Occurrences. 1 Room Length: 484.3 ft. System plumber. 1 Room Width. 1.0 ft. Zone plumber. 1 i Area. 484.0 sgeft. Supply Air. 227 CFM `s Ceiling Freight: ! 9.1 ft. Supply Air Changes: 3.1 AC /hr Volume: 4,399.0 cu.ft. Req. Vent. Clg: 6 CFM x Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent,: 9 CFM Percent of Supply: 0 % Actual Winter Infil.: 13 CFM 1 Actual Summer Infil.: 13 CFM � pI- Wall- 12F -t}w 15.5` 9.1 14Ct7 C?.�€65 ' 631 CI.7 tl 1C13 SW- Wall- 12F-tlsw 14.9 X 9.1 54.8 SW- Cls- Atrium shgc -0.33 6 %S 80 0.065 4.5 243 0.310 21.4 1,711 03 0 4 r 30.7 6 2,459 UP- Cei1- 1613-38 484.3 X 1 484.3 0.026 1.8 869 1.2 _0 . 579 � Subtotals for Structure. 3,457 6 3,181 Infil.. Win.. 12.7, Sum.: 12.7 276 2,856 787 0.664 -275 183 AED Excursion: 563 Ecluipmento- p _ . _ .._ _ _ ., ..... ,.. _ _ _ _ __ e 3 ., . Room Totals. I 1 t 3 4,244 ., ............... .... ...., -275 5,867 ' E k II k t I .,.,., a..... ., ...�,., ....,s.u. „......,, ., ......,... «ea...».. 1":t ...!Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM -- -------- ... ......... ------- Loads - Room 7 - Procedure j Calculation Mode: Htg. & c1g. Occurrences: Room Length: 123 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: I Area 1710 sq.ft. Supply Air: 43 CFM Ceiling Height: 9.1 iL Supply Air Changes: 1.6 AC/hr Volume: 1,568.0 cu.ft. Re q. Vent. Clg: 0 CFM Number of Registers: I 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 lnfil,: 5 CFM NW-Wall- 1 2F-Osw 12.3 X 9.1 92 0.065 4.5 412 0.7 0 68 NW-Gls-Atrium shgc-0.33 O%S 20 0310 21.4 428 25.6 0 511 7 0.026 Subtotals for Structure: 1,150 0 786 Infil.: Win,: 5.2, Sum.: 5.2 112 2.858 320 0.661 -112 74 AD Excursion: 95 Room Totals: 1,470 -112 955 k p k p g _.w_._,_ --- ------ Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM E Room Length: 306.4 ft. System dumber: Room Width: 1.0 ft. Zone dumber: 1 Area: 306.0 sq.ft. Supply Air: 166 CFM I Ceiling Height: 9.1 ft. Supply Air Changes: 3.6 AC/hr € Volume: 2,783.0 cu.ft. ' Req. Vent. Clg: 0 CFM Dumber of Registers: 3 Actual Winter Vent.: 0 CFM E Percent of Supply.: 0 % � Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 19 CFM Actual Summer Infil.: 19 CFM 1 IOW- WaIlµ12F -Osw 14.3 9.1 103:6 0.065 4.5 492 O.7 O 81 SF - Wall- 12F -Osw 14.3 C 9.1 130:1 0.065 4.5 584 0.7 0 96 SW- Wall- 12F -Osw 18 X 9.1 108.4 0.065 4.5 486 0.7 0 80 NW-GIs-Atrium sh e -0.33 O %S 20 0310 21.4 428 25.6 0 511 I SW- GIs - Atrium shgc -0;33 O %S 15 0.310 21.4 321 30.7 0 461 W- GIs- Atriurn shgc -0:33 O%S 15 0,310 21.4 321 30.7 0 461 SW - Atrium hgc -0:33 O %S 25 0310 21.4 535 30.7 0 768 UP- Ceil -1 R -38 306.4 X 1 306.4 0.026 1.8 1.2 : 0 366 Subtotals for Structure. 3,717 0 2,824 E f Infil.: Win.: 19.5, Sum.: 10.5 423 2.856 1,209 0.661 -423 280 AFCt Excursion: 368 People. 206 latlper, 230 senlper: ., .. 1 .... 200 230 ! i Room Totals: 4,926 -223 3,702 J t Z E t i € � k 3 3 r:\ ...!Plan 51 62.rhv Tuesday, February 18, 2014, 3 :19 P Calculation Mode: Htg. & clg. .. 0 _ . �. Occurrences: 1 178 Room length: 3.5 ft. System lumber: 1 21 Room Width: 5,5 ft. Zone Number: 1 269 Area.: 19,O sq.ft. Supply Air: 5 CFM Ceiling Height: 9.1 ft. supply Air Changes: 1.8 AC/hr Volume: 17&0 cuff. Req. Vent. Clg: 6 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 9 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil- 1 CFM Actual Summer Infil.: 1 CM UP- Cell - 1813-38 19 X 1 . 19.2 0,026 ,. . _1_. _ _ _ 35 _ :. 1. _ .. 0 _ . �. _ _ 3 � Subtotals for Structure: 178 0 46 } Infil.: Win.: 1.5, Sum.: 1.5 32 2.863 91 0.661 -32 21 AED Excursion: 7 Room Totals: 269 -2 74 Y :\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM Room length. 291.2 ft. System Number. 1 0 Room Width. 1.0 ft. Zane Number. 1 30.3 Area: 291.0 sg.ft. Supply Aar: 49 CFM Ceiling Height; 9.1 ft. Supply Aar Changes: 1.1 AC/hr Volume. 2,645.0 cu.ft, Reg. Vent. Clg. 0 CFM f Number of Registers. 2 0.661 Actual Winter Vent.. 0 CFM .. .. ,. .. _ Percent of Supply.. 0 % Room Totals. j i i i i } Actual Summer Vent.. 0 CFM { Percent of Supply % Actual Winter Infil.. 5 CFM Actual Summer Infil.. 5 CFM SF -Cis- Atrium shgc -0.33 O %S 8 0.310 21.4 171 30.8 0 245 SF -CPIs- Atrium shgcµ0.33 O %S 8 0.310 21.4 171 30.3 0 246 UP- Ceil- 1613-38 2912 X 1 2912 0.026 1.8 522 1.2 0 346 Subtotals for Structure. 1,322 0 915 1 Y Ifil,. Wan:. 5.4, Sum.. 5.4 116 2.655 337 0.661 -118 78 AED Excursion: .. .. ,. .. _ .._... ..,_ �, .. ......_.. ._.,.. 109 e, . ... Room Totals. j i i i i } 1,659 -118 1,102 1 I i 9 f;\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM } r i 3 E i Z i v S E YA ...\Plan 50 2.rhv Tuesday, February 18, 2014, 3.19 PM � s 1 slim:.. • } r i 3 E i Z i v S E YA ...\Plan 50 2.rhv Tuesday, February 18, 2014, 3.19 PM Calculation MIode: Mtg. & clg, Occurrences; I I Room Length: 195.8 ft. System Number: 1 c Room Width; 1.0 -ft. Zone Number: 1 Area: 196.0 s.ft. Supply Air: 70 CM Ceiling Height: 9.1 ft. Supply Air Changes: 2.4 AC/hr Volume: 1,778.0 cuft. Reel. pent. Clg. 0 CF E Number of Registers; 2 Actual Winter Vert.. 0 CFM { Percent of Supply„ 0 % Actual Summer Vent.: 0 CFM Percent of Supply; 0 Actual Winter Infil.: 12 CFM Actual Summer Infil.: 12 CFM N -Wall 12 -O 16,5 X 9.1 140;6 t.065 4,5 672 0.7 ` 0 110 S- Wall- 126 -Ow 11.5 X 9.1 84.,4 0,055 4.5 379 0.7 0 62 S - ls- Atrium shg -0.33 O %S 20 0.310 21.4 428 30.8 0 615 U - Ceil -16S- 38 X 1 v 105.0 0.026 1.8 351 12 Q_... r.. 234 Subtotals for Structure: 1,630 0 1,021 x Infil.: Win.: 11.7, Sum.: 11.7 254 2.856 726 0.661 -254 168 ` A D Excursion: 156 Pe pl . C} 1 t /per, 2 t3 s rrfper _ _.._. , .. .. _., _ _ :__�. _ �_� .. _ 00 .... 230 r Room Totals: 2,556 -54 1,575 P l P 1 ll 3 ....w,wu.;_: AA., wr ,, �....._ ._..,,, . . _..w.;.;....<;. _v...... ..., :. ...,.,e�,. .., ..v.A..,..u..a.,.,..w,: .. ..e..:..__. ....__ ., „._._,..w.. : .,...,.. ...... _...,._.. ,... yy 4 I t a.a...w...d. ,a.........7 Y*\ .., \Flan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 33 ft. System Number: 1 Room Width: 6.3 ft. Zone Number: 1 Area: 44.0 sq.ft. Supply Air: 3 CFM Ceiling Height: 9A ft, Supply Air Changes: 0.4 AC/hr Volume: 4010 cu.ft. Req. Vent. CIg: 0 CF Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply,: 0 % I Actual Summer Vent.: 0 CFM 3 Percent of Supply: 0 % 1 Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Y:\ .... \Plan 5062.rhv Tuesday, February 18, 2014, :19 PM Room Length: 7.6 ft. System Number: 1 1 Room Width: 12.5 ft. Zone Number: 1 76 Area: 94..0 sq.ft. Supply Air: 29 CFI I Ceiling Height: 9.1 ft. Supply Air Changes: 2,0 AC/hr Volume: 36M eu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 9 % Actual Summer Vent.. 0 CM j Percent of S upply: 0 % Actual Winter Infil.: 6 CM Actual Sumner Infil.: 5 CFM NE-Door-Rear Entry Door 2.7 X 21.4 0 367 24.6 526 7.9 9 1 8 9P -Ceil- 1613-38 93.8 X 1 _ 93.8 0.026 1.8 168 12 8 112 Subtotals for Structure: 1 0 348 Infil.: Win.: 5.2, Sum.: 6.2 114 2.865 324 0.661 -113 76 AED Excursion: I Room Totals: f 1,431 -113 470 � :\ ,.,\Plan 6962.rhv , Tuesday, February 18, 2014, 3:19 PM Room Length: 179.3 ft. System Number: 1 UP- Ceil- 1 613- 08179.3 X 1 Room Width. 1.0 ft. Zone Number: 1 Area: 179.0 sq.ft. Supply Air: 54 CFM Coiling Height; 9.1 fL Supply Air Changes: 2.0 AC Volume: 1,628.0 cuft Re. Vent. Clg: 0 CFM ' Number of Registers: 1 1,439 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CF NW- l - Atrium shgc -0.33 O %S 20 0310 21.4 428 25.6 0 511 UP- Ceil- 1 613- 08179.3 X 1 179.3 (3.026 1.6 022 1.2 0 214 ± Subtotals for Structure. 1,186 0 788 Infil.: Win.: 4.9, Sum.: 4.9 106 2.859 303 0.661 -106 70 AEA? Excursion: 120 People: 2001 latlper, 230 seWper: 1 200 .. 230 Room Totals: 1,439 94 1,208 s i I i l E I l J 1 4 1 4 Y A ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM Calculation Mode: Htg, & clg. 4.5 Occurrences: 1 u Room Length: 60.4 ft. System Number: 1 25,6 Room Width: 1.0 ft. Zone Number: 1 108 Area: 60.0 q.ft. Supply Air: 19 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.1 AC/hr Volume: 549.0 cuft Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Room Totals: Percent of Supply.: 0 % 430 Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM NW-Wall-12F-Osw 9.2 X 9.1 75.3 0.065 4.5 33 5 Ud u 011) i NW-Gis-Atrium shgc-0.33 O%S 8 0,310 21.4 171 25,6 0 205 UP-Ceii-16B-38 60.4 X 1 60.4 U26 1,8 108 1.2 0 72 Subtotals for Structure: 617 0 332 Infil.: Win.: 3.8, Sum.: 3.8 83 2,858 238 0.661 -83 55 AED Excursion: 43 Room Totals: 855 -83 430 Y:\.,.\Plan 5062.rhv Tuesday, February 1 8, 2014; 3:19 PM Room Length: 9.2 ft. System Number: 1 Room Width: 5.7 fit. Zone Number. I Area: 52.0 sq.ft. Supply Air: 3 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.4 AC/hr Volume: 472.0 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 % I Actual Winter Infil.. 0 CFM Actual Summer Infil.. 0 CFM (:t ... \Plan 5052.rhv Tuesday, February 13, 2014, 3:19 PM . Roam length: 149.9 M System Number: 1 Room Width: 1.0 ft. Zane Number: 1 Area.: 150.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 19 AC/hr Volume: 1,362.0 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.: 12 CFM Actual Summer Infil 12 CFM 3 NW- WaII= 12F -Osw 11.8'C 9.1' 87:4 0.065 4,5 392 0. 0 64 E NE-Wall-12F-Osw 12.7 X 9,1 95 0.085 ` 4.5 426 0.7 0 70 SE_Wall- 12F -Os X 0.1 45.8 0.065 4.5 205 0.7 0 34 NW -GIs- Atrium shgc -0.33 O %S 20 0.310 21.4 428 25.6 0 511 NE -Gls- Atrium shgc -0.33 O °IBS 20 0.310 21.4 428 25.5 0 511 UP- Ceil- 16R -38 149.9 X 1 � w 149.9 0.026 _ 1.8 _ _ 269 _ _ 1.2 - 0 179 Subtotals for Structure: 2,148 0 1,369 Infil,: Win.: 12.4, Sum.: 12.4 268 2.856 766 0.664 °268 178 AFC} Excursion: 196 People. 200 lattper, 230 sen*r 200 w 230 I Room Totals. 2,914 -68 1,973 I A (:\ .,. \Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM k Room Length: 93.1 ft. System Number: 1 0.7 Room Width: 1.0 fit. Zone Number: 1 11.1 Area: 93.0 sq.ft. Supply Air: 38 CFM Meiling Height: 9.1 ft. Supply Air Changes: 2 .7 AC/hr Volume: 846.0 cu.ft. Reny. Vent. Clg: 0 CFM Number of Registers: 1 Subtotals for Structure. Actual Winter Vent.: 0 CFM i 1,358 0 Percent of Supply.: 0 % I 2.855 527 Actual Summer Vent.: 0 CFM AFD Excursion: Percent of Supply: 0 % 81 f ; Room Totals. Actual Winter Infil.: 9 CFM 1,885 -184 Actual Summer Infil.: 9 CFM S - Wall- 12F -Osw 12 X 9.1 109 0.065 4.5 =489 0.7 0 80 NE-Door-R6.2 Door 3 X 8 24 0.161 11.1 267 3.5 0 85 3 NIA -Gls- Atrium hgc -0.38 O IBS 12 0.310 21.4 257 25.6 0 307 UP -Cell- 1613-38 93 _ � . v _ _. 93 ._' 1 0.026 _ _1. . 167 � _ 1. _ _ t� _ M. 11l_. Subtotals for Structure. 1,358 0 612 Infil.: Win. :8: x Sum.: 8.5 185 2.855 527 0.661 -184 122 AFD Excursion: .... 81 f ; Room Totals. 1,885 -184 815 ; j # t i i i Z i Z i l Y :\ ...\Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM t Room Length: 276.2 ft. System plumber: ; 1 Room Width: 1.0 ft. Zone plumber: 1 Area: 276.0 sg.ft. Supply Air: 22 CFM I Ceiling Height: 9.1 ft. Supply Air Changes: 0 .5 AC /hr Volume: 25Mt` cu.ft. Reg. Vent. Clg: 0 CFM Number of Registers. 1 Actual Winter Vent.. 9 CFM Percent of Supply.: 6 % Actual Summer Vent.: 0 CFM Percent of Supply: 6 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 3 CFM S- Wall - IP4{1 8.2 9.1 74:1 09.165 332 {f.7 ` 0 I 54' s UP- it . 1 3 2,76.2 1 _ _ �� 1111- 11-11 . __ _,. 276.2 0.026 1 _ .. �.a . 4 _ 1 .� 330 1 Subtotals for Structure: 827 0 384 Infil.: Win.: ; .4, Sum.: 3.4 74 2.361 212 CI.661 -74 49 Ate► Excursion: m 8 Room Totals: 1,639 -74 461 t i I I I I f i t f a i Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -- -Zone I--- I Rec Room 839 4,582 91 7,7 - 1,104 -90 61 91 Bath 4 52 284 6 3 _ 9 _7 0_ 3 BR 4 196 1,100 22 6 469 -18 26 4 Unf basement 1,664 10,606 211 6,6 1,903 -228 106 211 5 Great Room 246 4,342 86 7,7 2,893 -216 161 129 6 Kitchen /Nook 484 4,244 85 8,8 5,067 -275 282 227 7 Dining 173 1,470 29 7 - 955 -112 53 43 8 Master BR 306 4.,926 98 7,7,7 - 3,702 -223 206 166 9 WC 19 269 5 3 - 74 -32 4 5 10 Master Bath 291 1,659 33 5,5 1,102 -.118 61 49 11 WIC 93 656 13 4 226 -67 13 1 12 BR 2 196 2,556 51 6,6 1,575 -54 88 70 13 Rath 2 44 80 2 3 - 59 0 3 3 14 Laundry 94 1,431 29 4 - 470 -113 26 29 15 BR 3 179 1,439 29 7 - 1,208 94 67 54 16 Rath 3 60 855 17 4 - 430 -83 24 19 17 PDR 52 93 2 3 R 69 0 4 3 18 Study 150 2,914 58 6,6 - 1,973 -68 110 88 19 Entry 93 1,885 38 5 _ 815 -184 45 38 20 Nadel -111111-111-1-1 276 1,039 21 5 - 481 -74 27. 22 Humidification 1,797 System 1 total w 5,507 48,227 .. , 925 - - _ 24,583 m.e _ 1,865 1,367 1,100 System 1 Main Trunk Size. 25x12 ►n. Velocity. 527 ft./min Loss per 100 ft.. 0.022 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from► Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Model: Indoor Model; Brand: Carrier • •• 9 2.1 AFUE lim 13 SEER 33000 33,000 Btuh 0 Btuh 6395468 "YA ...!Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM I �_ro � . t rr . � o .� � mTW.. �__ u ��.dmm . ��..:. �... k • w • #.. M ON rotation, UN you original orientation. St rduring the e s of . Air Type for Building Rotation Report." System 1: Last 1,;:s .j, u 90 1, Southeast 1,259 22,646 135 11 South Zane 1 19,345 180 Southwest 1,193 21,460 € 225 West 1,193 21,448 1 R c Roo *91 91 91 91 91 91 91 91 7,7 2 Bath 4 *6 6 6 - 6 6 6 6 6 3 3 BR 4 26 22 25 33 28 22 28 *33 6 4 Unf basement *211 211 211 211 211 211 211 211 6,6,6 5 Great Room 161 *181 140 91 131 160 145 110 7,7 6 Kitchen /Nook 282 *315 247 168 231 278 254 198 8,8 7 Dining 53 36 51 60 54 40 54 *60 7 8 Master BR 206 *211 181 138 175 194 191 159 7,7,7 9 WC *5 5 5 5 5 5 5 5 3 10 Master Bath *61 50 59 60 51 38 51 60 5,5 11 WIC *13 13 13 13 13 13 13 13 4 12 BR 2 *8 73 84 85 73 57 73 85 6,6 13 Bath 2 3 *3 3 3 3 3 3 3 14 Laundry *29 29 29 29 29 29 29 29 4 15 BR 3 67 51 65 72 66 52 66 *72 7 16 Bath 3 24 17 23 26 24 18 24 *26 17 PDR 4 *4 4 3 3 3 3 3 3 18 Study 110 108 *112 102 110 102 105 95 6,6 19 Entry 45 *54 47 38 44 48 41 38 5 20 Hall 27 *27 26 24 24 24 24 24 5 * Indicates highest CFM of all rotations. 45 0 Last 1,;:s .j, u 90 1, Southeast 1,259 22,646 135 11 South 1,076 19,345 180 Southwest 1,193 21,460 € 225 West 1,193 21,448 270 Northwest 1,246 22,413 315 North 1,147 20,631 * Indicates highest value of all rotations. +,m*taar -1,865 119 1,865 1.79 -1 ,865 1.87 -1,865 1.72 Y:\ ...\Plan 5062.rhv 5AA N _.r.._. Tuesday, February 18, 2014, 3:19 PM Building Rotation Tannage 1 I E 4 { 1 V .y I { Y j tk e 17 f ... ...... .. .............. ................ `. (A ...\Plan 5062.rhv Tuesday, February 18, 2014, 3;19 PM --------------- .. ..... .... ---- ---- 0"0 wiom ISM i f Building Rotation Hourly Net Gain 30,000 ............. ............. ................... .............. . ...................................... ........ ...... 29 1 " ...... ... N 28,000 ...... /,()UU ........... . ...... ...... .... ....... .... 26,000 ...... — 2 5,0 00 1 1, 24,000 .. . ... ................. ... ....................... 23,0001._.. .... ..... 22,000 ....... .. . 21,000 20,000 ..... .. ........... ..... m . 19,000 —4 18,000 ................................................................................ . ........ 17,0M 16,0001 ... ....... 15,000 14,000 ------- 8arn gam loam 11 am 12 pm 1 Pro 2pm 3pm 4pm 5pm 6pM 7p Time of Day Front door faces Northeast Frontdoorfaces East Frontdoorfaces Southeast Frontdoorfaces South Front door faces Southwest Front door faces West Front door faces Northwest Frontdoorfaces North YA.,APIan 5062.rhv Tuesday, February 1 8, 2014, 3:19 PM t �s oo NOM OF e.... CL # 0 0 #` °x i aAk iYM tr"a ., gm # # Y tA xcu« .. —4 ► # #IP # to CIL # #! 2% #P 1 42.00 ' oo e.... CL # 0 0 #` °x i aAk iYM tr"a ., gm # # Y tA xcu« .. —4 ► # #IP # to CIL # #! 2% #P 1 42.00 ' qM G3 . ' ,a EM ate. �.�.•..� " ° i — 100 CO ads 01 69,7 69 1 oo e.... CL # 0 0 #` °x i aAk iYM tr"a ., gm # # Y tA xcu« .. —4 ► # #IP # to CIL # #! 2% #P 1 42.00 ' qM G3 . ' ,a EM ate. �.�.•..� oo d' cn w, o� a 710' OV .4 0 m °x t tr"a ., gm 3 1 ' xcu« .. —4 .. u 5,UE/DE 29 a 2% 1 42.00 ' G3 . ' ,a EM ate. �.�.•..� " ° — 100 CO ads 01 69,7 69 1 * L 70,3 ° e ... rn d' cn w, o� a 710' OV quyQr Raav_w'y�. A "M 0 0 °x t tr"a ., 3 1 ' xcu« .. —4 .. {j4 quyQr Raav_w'y�. A "M 0 0 t tr"a ., 3 1 ' .. t s • ui �a r 0 00 @ EN III p� SETBACK OM w s w tarn 4 2,E ?q 'UE/DE > • 2w 66, Q', t ui r 0 00 w w tarn 4 2,E ?q 'UE/DE > a A i 2w 66, Q', 2 � 7% € . * ** p� �}y g * +�{� tQ 14 NF3 d* 7# G w e . fXkJr3E �1 „ 10 t? _ �s?3 j ° s✓ 10 c 0 q _ 24,5' 75.0' <JT Cl ,, 0 ,r 0 O City of W3.6atR I d C ,,,�g COMMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 301235,2857 March 20, 2014 OFFICIAL ADDRESS NOTIFICA Z2IR!EAjMNMP CODE CORRECTION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Standard PaciFic of Colorado Inc. A Delaware Ca ration OLD ADDRESS: None '90 abor Cr. Wheat Ri d e Co '0033 '0 NEW ADDRESS: 3 "0 't'ab � or Ct. 80033 Block 1_ Lo t25 3870 ab I or Ct. 80033 033 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 80033 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 Block 1 -Lor 6 3801 Taft Ct. Wheat Rtd e C{ 3 3830 T abor Ct. Tab block l _ I of 3819 `Taft Ct, Wheat I2id e CC) 3 Black 1 Lor 9 3829 Taff Ct. Wheat Rzd CC 3 Black t -Lot 10 3839 "Taft Ct. Wear Rid e CC? 33 Stock l _Lot 11 384 Tafr Ct. Wheat Rid e C) 33 Black 1 -Lor 12 38E9 Tafil Ct. Wheat laid >e C( 33 33 Block I Lot t4 3889 Taft Ct. Wheat Rid e CCU 33 'oc "o' '90 abor Cr. Wheat Ri d e Co '0033 '0 Block I - Lot 4 3 "0 't'ab � or Ct. W heat: e R id 80033 Block 1_ Lo t25 3870 ab I or Ct. Wheat Ri e 0 80033 C B l ack 1 Lot 26 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 S to c k Lot .1 1 7 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 384 Ta b 0 or Ct' t R ea 80 0 0033 d e �Q� : Mac k 2 I -ot 9 3830 T abor Ct. Tab i Co hea R �e 33 �( 8 � �ock I Lot 30 38 0 or Ct Wheat Co e R id 80�033 3 Black 2 - Ilot 3 383E `Taft Ct. Wheat. Rid e CCU 80033 Black 2 - Lat 4 3848 Taft Ct. Wheat Rid e fC} 3 3 33 WWWA-Wheatridgexo.us I 1] IM1 4 JIM I I I 101 (Block l,ot 1 2 3871 Tabor Q. Wheat Rid (Block 2 – Lot 13) 3861 Tabor Ct.,Wheat Ridge, co 8o033 Block 2 -• -Lot 14 3851 Taber Ct. Wheat Rid e CC) 80033 (Block 2 -.- Lot 15113841 Tabor Ct,,Wheat Ridg cO 80033 fRIA01- I – T tit I Al 'A R I I 'rnl nr Of 1X71-4 DA,.- f^t onlill SUIRDIVISION: Doud Overlook Subdivision aka Fireside at Youn field Subdivision LOT(S): KEY: SECTION: — JEFFERSON COUNTY RECEPTION #: 2013143668 9mmmusm NOTES: This is a courtesy notification, AUTHORIZED BY. DATE: JUL-11timu NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: R69W 601 ALUM. PPE W/ 3 -1/4 GRASS CAR EO STAMP LS 13212' N RANK 8O% PONT 14109 N-708326.7466 E- 1025512566 T35, P.2' I I I I 1 I i I I I I I� i� 1 I, M la IY� IW I I LOT 11 3819 0710 38M P p TV s s O 11858 11842 11828 NEST 39TH PLACE 0 2 1871 11851 RP 11831 G 2 11811 • 0 0 o s 398 H.O.A. C 3881 LOT 7 LOT 12 3884 3871 LOT 6 LANDSCAPING 3872 LOT 13 3881 LOT 5 C 3550 LOT 14 I 3851 3821 LOT 4 3848 LOT 15 3841 LOT 3 3836 1 <\ 1 0 LOT 22 11810 TRACT 8 E. 1/4 CORO" SEC. 20 T35, R69W 6TH P.Y. S AIW. i'Pf W/ 3 !BASS CAP l STAIIREEI ,313=13- N RAHOE E01 05310 ADDRESS PLAT PONT 14209 11212' N 9 RA" 0.1 a•0 DOUD OVERLOOK SUBDIVISION FILING NO. 2 BEING A REPLAT OF A PORTION OF DOUD OVERLOOK SUBDIVISION, --� LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE WEST HALF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, `s TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 48 LOTS, 5 TRACTS & PUBLIC R.O.W. — 14.872 ACRES I 1 r 1 LOT 23 3890 1 rI �1 I TRACT USE I A 1 HO.A LOT 16 3831 1 H.O.A. C t UTUTE3 LOT if D UTRITES DRAINAGE k EYEROENCY ACCESS LOT 2 E LANDSCAPING N.O.A. TRACT C 3889.5 LOT 14 C 3m I 3824 3821 LOT 24 3880 h LOT 25 3870 M I LOT 26 3880 LOT 27 3850 LOT 28 3840 LOT 29 3830 1 * I LOT 17 - - - - * I j I 1 3812 11831 O M LOT 8 LOT 1 _ LOT 30 MI 3819 O 11871 3820 1 C I y8T11 PU►_�� POINT a T LS ,ea7 _r LOT 7 w -' TW •1RACT 0 LOT 31 + Lr 11820 t — 'a UN v K I? 3610 BRASS CAP y1p 11880 c r�oR7risioo 1331:• N RANK NI2 I 11890 11880 1 N- 7056727126 E- 1025618715 I 3801 W N O 3800.5 1RACT SE 1/4 SEC. 20� CAP 1 0 of ��` `� 1M►Tf �— _—J DD05TM0 \ I I2' LIB I N I I 1 I I IR TRACT USE TABLE TRACT USE OWNER A LANDSCAPING HO.A 8 DETEMI110H POND k VTMUTES H.O.A. C t UTUTE3 H.O.A. D UTRITES DRAINAGE k EYEROENCY ACCESS H.O.A. E LANDSCAPING N.O.A. 1 N N.O.A. -HOME OWNERS ASSOCIATION 1� I I I IEOE10 1 Nlocx ,RrLR SICWaR COINER R4W. RMT -OF -MY "ammy Lm LOT LINE 0057N0 PLATS rz:71cm uw ROAD O911ER Lm I x I 1 -4 POINT Of OMSV ICDIENT BE CORRNf SEC 20 TM. RRf 6TH P.Y. AWL PPE W/ 3-1/4 BRASS CAP STATED. %S 13512' N RANK BOX PONT ism — — N-705701.5458 E.1052301675 I I— 'SCALE: 1" - 60' CPI Vry.AL tPAOM: _:..LI DEVELOPER ENGINEER \SURVEYOR rlr`■rsn.�6 *"DAIQDPACtfjcHomjs CA RROLL& LA NGE- MA N HARD •/•RV6,Nro anLelA1►a aoYRWPn V A .P. a •et1`..- ��ira: �WriWR.i...�ow1• LOT 16 i LOT 17 11874 ' 1182'0 LOT 16 { I 3901 I 11900 I I LOT 15 V 3899 1 1 I TRACT C 3889.5 LOT 14 1 I 3WO I f LOT 13 j 3879 LOT 12 i � � "� d 3889 I