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HomeMy WebLinkAbout2777 Depew StreetGODWIN ENGINEERING AND DESIGN, LLC 4732 Nichols CreekRoad, Milton, FL 325831 (850)712-4219 1 chad(&godwineng.com January 20, 2021 To: City of Wheat Ridge Building Permits 7500 W. 29th Ave Wheat Ridge, CO 80033 Re: Peak- Residential Roof Mount PV Installation 2777 Depew Street Wheat Ridge, CO 80214 Plans Examiner, This letter is regarding the installation of a new roof mounted Solar PV system on the existing residential structure at the address above. I have analyzed/reviewed the attached plans and have determined that the roof mounted PV system is in compliance with the applicable sections of the following Codes as amended and adopted by the City of Wheat Ridge: 2018 International Building Code, IBC 2018 International Residential Code, IRC ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures 2020 National Electrical Code Per 2018 IBC, the Roof Mounted PV system will be subject to the following design criteria: Design Wind Speed(V„ lt) - 105mph 3sec gust, Ground Snow load(Pg) - 30psf, Exposure Category - C The PV System consist of PV modules, railing, and connection hardware. The system will add a dead load of approximately 3 psf to the roof. The existing roof structure consist of 2" x 6" roof trusses 24" O.C. The existing structure will be adequate for supporting the additional PV dead load, snow and wind loads. The securement method of the PV system is to be flush mounted to the asphalt shingle roof with Unirac railing and the Roof -Tech RT mini mount. The attachments can be attached up to 48" apart and should be staggered, where possible, to allow distribution of the design loads evenly to the structure. The mounts shall be installed with a min. 2 x 5.0 x 60mm wood screws with minimum 2- 5/16" thread length directly to roof truss. Please note that only a portion of the roof structure was reviewed. The engineer of Responsible Charge shall not be responsible for any existing flaws and/or defects that may currently exist or may be caused by the proposed installation. Please contact me if you have any questions. Donnie C OVv". c.. ' • ASF (100 Sincerely,D. Chad Godwin, PE 52767 52767 ZExp.10/31/2021 ' • ... ..? ' Godwin 2021.01.20 12:23:42 191 E F PEAK PV PROJECT - 12.24kWdc Parcel ID (AIN): 39-254-24-027 PIN (Schedule): 300022545 Owner(s) PEAK DAG PEAK MALGORZATA BRODZINSKA Owner Mailing Address 2768 W 22ND AVE DENVER CO 80211 Property Address 02777 DEPEW ST WHEAT RIDGE CO 80214 Block: 012 Eot:0004 Section: 25, Township: 3, Range: 69 Subdivision Name: PRINCES RESUB OF LAKESIDE BILKS 11 & 12 Zoom to 1 PROPERTY ASSESOR MAP - PROJECT LOCATION M: SCOPE OF WORK THESE PLANS ARE FOR THE INSTALLATION OF A ROOF MOUNTED PHOTOVOLTAIC (PV) SYSTEM. THE PV SYSTEM WILL BE INTERCONNECTED WITH THE Xcel UTILITY GRID THROUGH EXISTING ELECTRICAL EQUIPMENT AND WILL OPERATE IN PARALLEL VIA LOAD SIDE CONNECTION WITH NET ENERGY METER. GOVERNING BUILDING CODES 1. 2018 INTERNATIONAL BUILDING CODE, IBC 2. 2018 INTERNATIONAL RESIDENTIAL CODE, IRC 3. 2018 INTERNATIONAL FIRE CODE, IFC 4. 2020 NATIONAL ELECTRICAL CODE, NEC 5. IEEE 1547 6. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHERSTRUCTURES 7. ULSTANDARDS 7.1. RACKING - UL 2703 7.2. PV MODULE - UL 1703 7.3. INVERTER - UL 1741 1. AHJ - Wheat Ridge Building Division 2. UTILITY -Xcel 3. BUILDING RISK CATEGORY II 4. DESIGN WIND SPEED (ULT)- 105MPH 5. DESIGN SNOW LOAD - 30PSF 6. EXPOSURE CATEGORY - C 7. MEAN ROOF HEIGHT -30 8. ROOF SLOPE -12° mmµ e. m� nduaddons- p,,, wa7aou.a.Ra,. � ♦61, _ City of TTT�����_ ]MW hea RE d APPROVED Reviewed for Code ConpIamw Plans Examiner Date of Gnn: rhe lnrwne nlopwmRn eppmwroJNwlssYxr/rmaoro arvaaa anC<nmYvmnwu NUN lqr Epo ynlllA%.ean uYC,a'elO�p�y WlaOM (O anYMMe povlsbru o/Me busMM9 ttMe wal ad nN aJlmxx,. hrnlM � pre,umngbpin ouManNro WlMwwreel rheprwWan eJM.aurans ,a,e.m ma.,uoMeaOMeee,oj Me L'Xy,hon int he nN0. ear uro 0214 1 rise ze Ge-. �f- ZWEDen a J ve IS Lauewooe Cr U-1- .� �= Tow�cen,. J nsr. _ So 2 AERIAL MAP - PROJECT LOCATION UN.: Sheet List Table PV SYSTEM SPECIFICATIONS Sheet Number Sheet Title 1. PV MODULE: 34x REC360AA BILK; 12.24kWdc PV01 COVER 2. INVERTER: SE1140OH-US PV02 NOTES 3. RACKING: Unirac Lite Mini -RT 4. ROOF TYPE: SHINGLE PV03 E_PV SITE PLAN 5. AZIMUTH: 1800 PV04 LINE DIAGRAM PV INSTALLATION OVERVIEW PV05 S_PV SITE LAYOUT ELECTRICAL PV06 PV ATTACH PLAN a. POINT OF CONNECTION: LOAD b. MAX INV OUTPUT CURRENT: 47.SA R01 MODULE DATASHEET c. PV AC DEDICATED OCP DEVICE RATING: 47.SA125% = 59.375A, 60A R02 INVERTER DATASHEET OCP R03 OPTIMIZER DATASHEET d. UTILITY AC DISCONNECT REQ'D: YES R04 RACKING DATASHEET STRUCTURAL R05 RACKING DATASHEET a. MAX ALLOWABLE SPACING BETWEEN ATTACH POINTS: 4FT b. MIN. NUMBER OF ATTACHMENT POINTS: 82 R06 RACKING DATASHEET c. WEIGHT PER ATTACHMENT POINT: 22.3LBS/ATTACH d. PV DEAD LOAD: 2.86PSF e. LENGTH OF RAIL REQUIRED: 232FT Approval Notes: Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Defeew St, Wheat Ridge, CO 80214 (303)653-2868 Dag@ddagpeak. com Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PVSYSTEM SPECIFICATIONS 1. PV MODULE 34 z RE BAABL 1224k c 2 UAERTER SE11400H US 3. RACKNG U racGle OF Mini 4. ROOF TYPE SHINGLE 5. AZIMUTH 180- 6 ROOF SLOPE I2° File Name 01_PEAK _COVER(1) OWG Sheet Number and Title. PV01- COVER Sheet Size. ANSI full bleed B (17 00 x 11 00 Inches) Design Coal Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwmeng earn 1) PIN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) O20I.AND FESIGoRWIN.EaccILEEIId. Pvm 1 2 3 4 5 6 7 8 9 10 11 Contractor Info INSTALLATION NOTES ELECTRICAL NOTES STRUCTURAL NOTES 1. THE EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 1. INSTALLATION TO BE COMPLIANT WITH NFPA 1 & NFPA70 (NATIONAL 1. PV SYSTEM CONSIST OF THE PV MODULES, RAILING, AND PHOTON BROTHERS MANUFACTURES INSTALLATION INSTRUCTIONS. ELECTRICAL CODE) CONNECTION HARDWARE 7705 W 108th Ave A 2. THE ACTUAL LOCATION OF THE ARRAY AND PLACEMENT OF THE 2. THE INVERTER HAS INTEGRATED GROUND AND NO DC GEC IS 2. RACKING SYSTEM & PV ARRAY SHALL BE INSTALLED ACCORDING Westminster, CO 80021 MECHANICAL ANCHORS ARE SUBJECT TO VARIANCES DEPENDING ON REQUIRED. THE DC CIRCUIT IS ISOLATED AND INSULATED FROM TO CODE -COMPLIANT INSTALLATION MANUAL SITE CONDITIONS AND/OR ROOF OBSTRUCTIONS. THE CONTRACTOR GROUND AND MEETS THE REQUIREMENTS OF 690.35 (UNGROUNDED 3. THE ATTACHMENTS SHOULD BE STAGGERED, WHERE POSSIBLE, SHALL VERIFY ALL DIMENSIONS AND SPECIFICATIONS BEFORE PHOTOVOLTAIC POWER SYSTEMS) TO ALLOW DISTRIBUTION OF THE DESIGN LOADS EVENLY TO THE COMMENCING. 3. THE EXACT LOCATION OF NEW ELECTRICAL EQUIPMENT AND CONDUIT STRUCTURE. 3. ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM RUN RELATING TO THIS PROJECT IS SUBJECT TO CHANGE AND WILL 4. ALL ROOF PENETRATIONS SHALL BE FLASHED AND SEALED BY NEMA3-R RATING. BE DETERMINED ON SITE BY THE CONTRACTOR APPROVED METHOD PER ROOF TYPE MANUFACTURE Project Type - Photovoltaic 4. ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4. THE PV SYSTEM IS EQUIPPED WITH A RAPID SHUTDOWN SYSTEM AND 5. TYP. ROOF SUPPORT STRUCTURE; 2" X 4", 24" O.C. 5. ALL WORK SHALL COMPLY WITH THE BUILDING CODES SET FORTH BY SATISFIES THE REQUIREMENTS OF THE NEC SEC. 690.12 6. REFER TO TABLE 1.1 FOR MAX OVERHANG FROM LAST Project Location: THE GOVERNING JURISDICTION. 5. ALL EQUIPMENT TO BE LISTED OR LABELED FOR ITS APPLICATION(UL ATTACHMENT. 6. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY THE OR OTHER APPROVED LISTINGS) 7. PV ARRAY SHALL BE A MINIMUM 3" ABOVE THE ROOFING RESIDENCE PEAK RESIDESLD B NATIONAL FIRE CODE, NFC AND THE NATIONAL ELECTRICAL CODE, NEC. 5.1. PV MODULE - UL1703 MATERIAL. 2777 St, DepeGENERAL 5.2. INVERTER - UL1741 PV SITE NOTES 5.3. RACKING SYSTEM - UL2703 LOAD INFORMATION Wheat Ridge, CO 80214 1. PV ARRAY NOT TO DISRUPT ATTIC VENTS OR PLUMBING VENTS. ARRAY 6. GROUNDING 1. THE COMBINED LOADS WITH THE PV ROOF EQUIPMENT INSTALLED (303) 653-2868 TO SPAN OR EXTEND TERMINATION PLUMBING VENTS WITHOUT ANY 6.1. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE ARE NOT LARGER THAN THE COMBINED LOADS AS REQUIRED BY Dag@dagpeak.com IMPACT ON THEIR FUNCTIONALITY. REQUIREMENTS OF NEC ARTICLES 250 & 690 THE BUILDING CODE FOR THE ROOF WITHOUT PANELS. 2. PANELS WILL NOT EXCEED THE OVERALL HEIGHT OR ROOF PITCH OF 6.2. MODULE BONDING METHOD SHALL BE INTEGRATED GROUNDING 2. NUMBER OF ATTACHMENT POINTS: 82 Parcel Number: 39-254-24-027 THE EXISTING STRUCTURE. MID CLAPS. REFER TO MANUFACTURES SPECIFIC INSTRUCTIONS 3. WEIGHT PER ATTACHMENT POINT: 22.3LBS/ATTACH Assessor Phone # (303) 235-2855 FOR PROPER BONDING TECHNIQUES. 4. PV DEAD LOAD: 2.86PSF ABBREVIATIONS 6.3. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR 5. DESIGN SNOW LOAD (E) - EXISTING PURPOSE, AND GROUNDING DEVICES SHALL BE RATED FOR 5.1. GROUND SNOW LOAD - 30PSF PV SYSTEM SPECIFICATIONS (N) NEW DIRECT BURIAL 6. ALLOWABLE DESIGN LOADS FOR PV MODULE: 1. PV MODULE: 34x REC360AA BLK; TYP - TYPICAL 6.4. EGC SHALL BE SIZED IN ACCORDACE WITH 250.122 AND ARRAY 6.1. WIND = 62PSF 2. INVERTER INVERTER: SE11400H-US NTS - NOT TO SCALE EGC'S SMALLER THAN 6AWG SHALL COMPLY WITH 250.120(C) 6.2. SNOW= 125PSF 3. RACKING: Unirac Lite RT Mini MIN - MINIMUM 7. ALL CONDUCTORS ARE COPPER, UNLESS SPECIFIED OTHERWISE 4. ROOF TYPE: SHINGLE MAX -MAXIMUM 8. ALL CONDUIT, RACEWAYS, AND JUNCTION BOXES SHALL BE SIZED 800 5. ROOFAZIMULOPE 6. ROOF SLOPE 120 AC ALTERNATING CURRENT ACCORDING TO THE APPLICABLE CODE IF THE SIZE IS NOT SPECIFIED. DC DIRECT CURRENT 9. SIGNAGE SHALL BE APPLIED ACCORDING TO GOVERNING BUILDING File Name: PV PHOTOVOLTAIC CODES AND LOCAL JURISDICTIONS SPECIFIC REQUIREMENTS. MOD - PV MODULE 10. EQUIPMENT INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR 02_PEAK_NOTES(1).DWG INV DC/AC PV INVERTER EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC. POC - POINT OF CONNECTION(PV) 11. CALCULATION OF MAXIMUM CIRCUIT CURRENT FOR THE SPECIFIC RSB - RAPID SHUTDOWN BOX CIRCUIT SHALL BE CALCULATED IN ACCORDANCE WITH 690.8(A)(1) Sheet Number and Title: CB -CIRCUIT BREAKER (EX. 20A/2P CB - 20AMP 2 -POLE CIRCUIT BREAKER) THROUGH (A)(5). CONDUCTOR AMPACITY SHALL BE SIZED TO NOT PV02 - NOTES C CONDUIT CARRY LESS THAN THE LARGER OF 690.(8)(1) OR (2) Sheet Size: OCP - OVERCURRENT PROTECTION 12. DC PV SOURCE AND DC OUTPUT CURRENT CIRCUITS ON OR INSIDE A OCPD- OVERCURRENT PROTECTION DEVICE BUILDING SHALL BE CONTAINED IN METAL RACEWAYS, TYPE MC ANSI full bleed B (17.00 x 11.00 Inches) MSD - MAIN SERVICE DISCONNECT METAL -CLAD CABLE THAT COMPLIES WITH 250.118(10), OR METAL DISC - DISCONNECT ENCLOSURES FROM THE POINT OF PENETRATION OF THE SURFACE Drawing history MSP - MAIN SERVICE PANEL OF THE BUILDING OR STRUCTURE TO THE FIRST READILY ACCESSIBLE no. I drawn by I revision I date SP SUB PANEL DISCONNECTING MEANS.(690.31(G)) 01 1 DCG I ---- 1/15/21 PLP - PROTECTED LOADS PANEL 13. ACCESS TO BOXES; JUNCTION, PULL, AND OUTLET BOXES LOCATED MLO - MAIN LUG ONLY BEHIND MODULES OR PANELS SHALL BE SO INSTALLED THAT THE Design MB MAIN BREAKER WIRING CONTAINED IN THEM CAN BE RENDERED ACCESSIBLE E EGC - EQUIPMENT GROUNDING CONDUCTOR DIRECTLY OR BY DISPLACEMENT OF A MODULE(S) SECURED BY Godwin Engineering and Design, LLC GEC - GROUNDING ELECTRODE CODUCTOR REMOVABLE FASTENERS AND CONNECTED BY FLEXIBLE WIRING 8378 Foxtail Loop GES - GROUNDING ELECTRODE SYSTEM SYSTEM.(690.34) Pensacola, FL 32526 14. PV POINT OF CONNECTION. THE OUTPUT OF AN INTERCONNECTED D. Chad Godwin, PE ELECTRIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN Chad@godwineng.com 705.12(A),(B),(C), OR (D). SYMBOLS L� UTILITY METER F PV MODULE DC/AC UTILITY INTERACTIVE INVERTER DISCONNECT - CB DOUBLE POLE - - CB SINGLE POLE C" Of �^ FUSE w-- FUSED DISCONNECT a G u 02020 GODWIN ENGINEERING pV02 AND DESIGN, LLC 1/15/2021 2:47 PM MT I.] C BJ E F NEC LABEL NOTES: 1. THE WARNING SIGN(S) OR LABEL(S) SHALL COMPLY WITH NEC 110.21(B) 2. LABELS SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY ARE INSTALLED. 3. LABELS TO BE A MIN LETTER HEIGHT OF 3/8" AND PERMANENTLY AFFIXED. 4. LABELS SHALL ALSO COMPLY WITH THE SPECIFIC REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LABEL 1 -NEC 69013(B) LOAD SIDES MAY BE ENERGIZED IN APPLY TO DISCONNECTS THE OPEN POSITION N UTILITY PHOTOVOLTAIC UTILITY REQUIRED LABEL DISCONNECT APPLY TO PV AC DISCONNECT PHOTOVOLTAIC SYSTEM CONNECTEE LABEL 2 -NEC 690 31(G)(4) APPLY TO EXPOSED RACEWAYS, CABLE TRAYS, OTHER WIRING METHODS, COVERS, ENCLOSURES OF PULL BOXES, AND TBOXES. SPACING BETWEEN LABELS OR MARKINGS SHALL NOT BE MORE THAN 1 OFT APART. PHOTOVOLTAIC SYSTEM DC DISCONNECT LABEL 3-69053 MAX SYSTEM VOLTAGE 48OVDC APPLY TOOF MAX CIRCUIT CURRENT: 20A DISCONNECT/INVERTER PHOTOVOLTAICSVSTEM AC DISCONNECT LABEL 4 - NEC 690 54 RATED AC OUTPUT CURRENT: 475A APPLY TO MAIN PV AC NOMINAL OPERATING VOLTAGE: 240VAC DISCONNECT WARNING DUAL POWER SUP PLY LABEL 5 -NEC 70512(B)(3) SOURCES UTILITY GRID AND PV APPLY TOASP SOLAR ELECTRICSVSTEM WARNING: POWER SOURCE OUTPUT LABEL 6- NEC 705.12(B)(2)(3)(b) CONNECTION: DO NOT RELOCATE APPLY TO BACK -FED BREAKER, THIS OVERCURRENT DEVICE IF APPLICABLE SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH T THE "OFF" POSITION T SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY LABEL 7- NEC 69056(C)(1)(a ) APPLY TO LABEL ON OR NO MORE THAN 3FT FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED AND SHALL INDICATE THE LOCATION OF ALL IDENTIFIED RAPID SHUTDOWN SWITCHES IF NOT AT THE SAME LOCATION CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF MOUNTED PV ARRAY WTH SAFETY DISCONNECTS AS SHOWN PV SYSTEM EQUIPPED WTH RAPID SHUTDOWN UTILITY REQUIRED LABEL LABEL 10 -NEC 705.10 DIRECTORY OR PLAQUE APPLY TO LOCATION APPROVED BY ALU DIRECTORY OR PLAQUE PROVIDING LOCATION OF MSD AND PV DISCONNECT STRING 2 = 10 PV SITE PLAN W/ MODULE LAYOUT Stele'. 1/16"=10.. VJ W n W 0 III Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster, CO 80021 Project Type - Photovoltaic Proiect Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303) 653-2868 Dag@dagpeak.com Parcel Number: 39-254-24-027 Assessor Phone # (303) 235-2855 PV SYSTEM SPECIFICATIONS 1. PV MODULE: 34 x REC360M ELK, 1224MNdc 2. INVERTER: SE1140OH-US 3. RACKING: Unirac Lite_RT Mini 4. ROOF TYPE: SHINGLE 5. AZIMUTH:180° 6. ROOF SLOPE 12' File Name: 03_2017NEC_E_PV SITE LAYOUT. Sheet Number and Title: PV03- E_PV SITE PLAN Sheet Size: ANSI full bleed B (17.00 x 11.00 Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng.com ©2020 GODWIN ENGINEERING PV03 AND DESIGN, LLC 1 12 3 4 5 6 7 8 9 10 Electrical Calculations - Photovoltaic System Project Details PV Module Data SolarEdge Inverter Data Optimizer Data PV Source Circuit Calculations Project Name PEAK PV Model Number 360AA BLK Model Number SE1140OH-US Optimizer P400 # of strings 3 Inverter A Project Location Wheat Ridge, CO Nominal Output @ STC, Pmp 360 Wdc Max DC Power(STC) 17650 Wdc DC input Power 400 Wdc String # 1 2 3 Max # of Modules/String 16 Module - 34 REC 360AA BLK Open Circuit Voltage, Voc 44.1 Vdc DC Max Voltage 480 Vdc Max Input Voltage 80 Vdc Modules per string 12 12 10 Maximum System Power (W) 12,240 A Inverter- 1 SolarEdge SE1140OH-US Max Power Point, Vmp 37.7 Vdc DC Max input Current 30.5 A MPPT Range 8-80 Vdc Watts/String 4320 4320 3600 Voltage Correction Factor, Low 1.1176 Utility - 240 Vac Short Circuit Current, Isc 10.23 A AC Max Output Power 11400 Wac Max DC input Current 12.5 A Operating Current 10.8 10.8 9.0 Voltage Correction Factor, High 0.9736 DC Rating 12.24 kW Max Power Point Current, Imp 9.55 A Nominal Output Voltage (Vac) 240 Vac Max Output Current 15 A # of strings SolarEdge Fixed String Voltage 400 AC Rating 10.3 kW VOC Temp Coeff 0.24 %/°C AC Max Output Current 47.5 A Max Output Voltage 60 Vdc String # Maximum System Voltage 480 Min. Ambient Temp, °C -24 -11.2 °F Dimensions, LXWXH (in) 67.75 x 40 x 1.18 CEC Weighted Efficiency 99 % Min. # of Opt's/String 7 Modules per string Source Circuit Current 15 Max. Ambient Temp, °C 36 96.8 °F Weight 43 lbs Dimensions, LXWXH (in) 21.3x14.6x7.3 Max # of Opt's/String 25 Watts/String Max Source Circuit Current 19 Weight 38.8 lbs Max Watts/String 6000 Operating Current XCEL PV PRODUCTION METER NOTES: 5. A 200A SELF-CONTAINED LEVER BYPASS METER SOCKET TO BE PROVIDED FOR XCEL PV PRODUCTION METER. 1. THE SELF-CONTAINED METERING WILL BE IN COMPLIANCE WITH THE CURRENT REVISION OF THE XCEL ENERGY 6. A PLACARD AT THE UTILITY NET METER WILL DESCRIBE THE LOCATION OF THE AC DISCONNECT AND THE STANDARD; SPECIFICALLY SECTION 4.11, OR AS MAY BE AMENDED PRODUCTION METER IF THEY ARE NOT GROUPED TOGETHER. 2. THE PV PRODUCTION METER WILL BE REQUIRED TO HAVE THE PV GENERATION WIRED TO THE LINE SIDE 7. 200A/240VAC UTILITY METER TO BE LABELED WITH PLACARD "PHOTOVOLTAIC SYSTEM CONNECTED" TERMINALS (TOP OF METER BLOCK) 8. THE AC DISCONNECT SHALL BE ACCESSIBLE, LOCKABLE, VISIBLE FROM NET METER, AND LABELED WITH B 3. THE METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, PLACARD "UTILITY PHOTOVOLTAIC DISCONNECT" OR STAINLESS STEEL TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY " PV PROD" IN Approval Notes: ACCODANCE WITH THE REQUIREMENTS FOR " METER IDENTIFICATION" IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD, OR AS MAY BE AMENDED. 1) PNarray system to have grounding system installed per Part III of 4. THE PV PRODUCTION METER SHALL BE LOCATED WITHIN TEN (10) FEET OF THE EXISTING UTILITY METER. IF Article 250er 2020 NEC Article 690.47 A THERE IS ANY REASON THIS CANNOT BE ACCOMPLISHED, THE APPROVAL OF THE PROPOSED PV PRODUCTION p p ( )' METERING WILL NEED TO BE OBTAINED BY THE LOCAL ELECTRIC METER SHOP. 2) If LIFER ground in not available provide or Verify Supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) UTILITY REQ'D PV AC DISCONNECT(N) SERVICE UTILITY METER E PV INVERTER N 60A, NON-FUSED,240Vac 200A, 120/240Vac,1�,3W SOLAREDGE SE1140OH-US GENERAL DUTY, NEMA 3R, PV MODULE N 47.5A MAX AC OUTPUT MANUAL, LOCKABLE, LOAD -BREAK W/ INTEGRATED DC DISCONNECT DISCONNECT SWITCH PHOTOVOLTAIC SYSTEM AND EQUIPPED WITH CONNECTED RAPID SHUTDOWN UTILITY PHOTOVOLTAIC J DISCONNECT C UTILITY METER/MSP COMBO(E) U_ 1o Q 200A, 200A MB,120/240Vac, EATON Q ! 3� REDUCE TO 175A o ADD 60/2 C.B FOR PV 17 1`.W�`I Iw ----------------■■� A LU POINT OF CONNECTION (POC) D I LOAD SIDE CONNECTION DEDICATED BREAKER m ' ' 705.12(8)(3)(2) '7 T- 200A BUSBAR T T 200A*120% = 240A 7I I 17 17 17 1i"'i CPV 47.5A * 125% = 59.375A 175A(MB) + 59.375A(PV) = 234.375A <= 240A T� _._....... GROUNDING ELECTRODE (E) E F GI P400 SOLADECK TYP. PV PRODUCTION METER SOCKET 200A,120/240VAC,MIN. NEMA 3R "CUSTOMER GENERATION PRODUCTION METER / OPEN AC DISCONNECT BEFORE REMOVING METER" Conduit and Conductor Schedule Tag Description and Conductor Type Min. Conductor Distance above roof Number of Typical Conduit Type Min. Conduit Max one way length (ft) Amb. Temp. Adder for Rooftops (°F) 40 Gauge Design temperature (°F) Conductors Design temperature (°F) Size A Mods to j -box, PV Wire 12AWG 132-140 3 x (+,-) FREE AIR MFG CABLE 20 B j -box to Inv., PV Wire 10AWG <4 310.15(B)(3)(a) 3 x (+,-,) (G) 12/4 MC *MC CABEL 30 C Inv to POC, THWN-2 6AWG 690.8(A)(5) L1, LZ, N, (G) PVC, EMT, or FMC 3/4" 10 Notes: Overcurrent Protection (A) 60 NEC 690.45-46, (G) can be #8AWG THWN-2 310.15(B)(2)(a) Amb. Temp Correction Factor Table 250.66, Table 250.122 For Conduit sizing refer to Chapter 9 Tables, NEC 100% 310.15(B)(3)(a) (3) #6AWG CU MIN. #10AWG CU GND THHN/THWN-2 3/4" PVC TYP. NEMA 14-50 OUTLET 208-250 VAC, 50A OCP PV Source Ckt Inverter Out Ckt Distance above roof 1/2 in. -31/2 in. 310.15(B)c PV Disconnect (AC) Amb. Temp. Adder for Rooftops (°F) 40 Design temperature (°F) 94 Design temperature (°F) 136.8 Max Ambient Temp. Range (°F) 87-95 310.15(B)(2)(a) Adjusted Temp. Range for Roof 132-140 310.15(B)(2)(a) Temp. Rating of Conductor 75°C Temp. Rating of Conductor 90°C No. of Current Carrying Cond. <4 310.15(B)(3)(a) No. of Current Carrying Cond. <4 310.15(B)(3)(a) AC Max Output Current 47.5 690.8(A)(3) Max Source Circuit Current 15 690.8(A)(5) AC Max Output Current * 125% 59.4 690.8(8) Max Source Circuit Current * 125% 18.8 690.8(8)(1) Overcurrent Protection (A) 60 Amb. Temp Correction Factor 0.71 310.15(B)(2)(a) Amb. Temp Correction Factor 0.94 310.15(B)(2)(a) Raceway Fill Adjustment Factor 100% 310.15(B)(3)(a) Raceway Fill Adjustment Factor 100% 310.15(B)(3)(a) Cond. Gauge (AWG) 10 110.15(B)(16) Cond. Gauge (AWG) 6 310.15(8)(16) Cond. Allowable Ampacity (Amps) 40 Cond. Allowable Ampacity (Amps) 65 Cond. Adjusted Ampacity (Amps) 28 40*0.71*1=28.4 Cond. Adjusted Ampacity (Amps) 61 65*0.94*1=61.1 11 Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster, CO 80021 Project Type - Photovoltaic Proiect Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303) 653-2868 Dag@dagpeak.com Parcel Number: 39-254-24-027 Assessor Phone # (303) 235-2855 PV SYSTEM SPECIFICATIONS 1. PV MODULE: 34 x REC360AA BLK; 12.24kWdc 2. INVERTER: SE1140OH-US 3. RACKING: Unirac Lite RT Mini 4. ROOF TYPE:SHINGLE 5. AZIMUTH:180° 6. ROOF SLOPE:12° File Name: 04 -PEAK -LINE DIAGRAM.DWG Sheet Number and Title: PV04 - LINE DIAGRAM Sheet Size: ANSI full bleed B (17.00 x 11.00 Inches) Drawing history no. drawn by revision date 01 DCG Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng.com © 2020 GODWIN ENGINEERING AND DESIGN, LLC 1/15/2021 2:53 PM A B 1 2 3 4 5 6 7 8 9 10 11 Contractor Info PV Dead Load Module and Racking Specs # of Modules Module Wmod Array Wmods Micro/optimizer Wmic PV Rail WPV rail Total Weight Wtotal Total Area AT Dead Load DPS 34 lbs lbs lbs lbs lbs ft2 psf Module Model Number Dimensions, LxWxH (in) Width Height Module Area 360AA BLK 43 67.75 x 40 x 1.18 1462 40 in in ft2 136 67.75 232 18.82 1830 PV Racking Rail, Clamps, Mounts Total Rail Length, L Micro/opt, W Unirac w/ RT mini 639.86 1 plf ft lbs per 2.86 232 4 PV Attachment Summary Max Allowable Spacing # of attachment points Weight/attachment 4 ft lbs 82 22.3 END CLAMP PV RAIL PHOTON BROTHERS STANDARD PV 7705 W 108th Ave RAIL M Westminster, CO 80021 `ID PV MODULE ---- PV ROOF MOUNT ____-_= ______________ COMPOSITION SHINGLE TYPICAL 2" x 4" ROOFING ROOF TRUSS SYP S.G. = 0.55 00 24" O.C. _ LID N TYPICAL 2" x 4" Project Type - Photovoltaic ROOF TRUSS PV MODULE-,,--'-' ODULE SYP, SG = 0.55 RT MINI Project Location: 24" O.C. PEAK RESIDENCE LAG SCREW 2777 Depew St, REFER TO TABLE 1 7 REFER TO TABLE 1.1 Wheat Ridge, CO 80214 FOR MAX OVERHANG FOR IN. LAG DIA. ANDILAG LENGTH (303) 653-2868 FROM LAST ATTACHMENT 3'-4" *MOUNT CAN BE INTO Dag@dagpeak.com ROOF TRUSS OR ROOF DECK BUILDING DESIGNPROPL9TTIES S"MatWas IlriT ALLOW. CLAMPING AREA - TOP DOWN 13 CONNECTION DETAIL - SIDE VIEW Parcel Number: 39-254-24-027 BASK WIND SPEED 1' 11R . mph A Sure 26.5 -IC, page 249a ROOF PITCH a adegrees Scale: deA Scale: 3/8" = V-0" Scale: 1:16 Assessor Phone # (303) 235-2855 MEAN ROOF HEIGHT h is * I ft ROOF SETBACK a 3 h AMUSTMEhIrFACTORFOR BUMNG END CLAMP PV MODULE INTEGRATED COMPOSITION SHINGLE HEIGHTAN EXPOSURE A 1.21 Flgure30.5-1, pg 347 GROUNDING MID CLAMP ROOFING TOPMA"WALFACTOR K 1 Igure26.8-1, pg 252 PV SYSTEM SPECIFICATIONS E)WOSURE I C 1. PV MODULE: 34 x REC360AA BLK; C EFFECTIVE WINRE D AA 10 sf ,, �;.� :.:...«f r. 12.24kWdc ""' ' "�'"'""""" �'"°"nn 2. INVERTER: SE11400H-US ZONE ZONE ZONE ll ;' . I.' s; "� 3. RACKING: Unirac Lite -RT Mini VARIA9IT DESCRIPTION SYMBOL VAWE VALUE WIJF UNIT REMNCE:AME7.10 4. ROOF TYPE:SHINGLE NET DESIGNWINDPRESSURE (UPLIFT) P_00 -19.9 -34.7 -51-3 PSI Flgure10.5.1,og346 a sr_ s �< 5. AZIMUTH:180° re30.5.1.346 NET DE57GNWINDPRSSl1RE�I7O15'N} P,,,,, 20.3 20.3 2D3gst F gu p8 .vr ..Iry,+m ••u��•n+.sw•n ,amldKs: NET DESIGN VANDPRESSURE (UPl P. -24.09 -41.99 -62-07 psf alor.rlol�v,_„�=)Sf[I,rP,,,l� .I LAG SCREW 6. ROOF SLOPE:12° NET DEUGNVANDPRESSURE iDOWN) P,,,.,� 24.96 24.56 24.56 psf calculallon:Pz,ei,,,e#I1V4XP_M TYPICAL 2" x4" REFER TO TABLE 1.1 PV ROOF MOUNT KIT ROOF TRUSS FOR MIN. LAG DIA. DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT L -FOOT W/ FLASHING SYP, SG = 0.55 AND LAG LENGTH File Name: DEAD LOAD D 2-86 2.86 2.86 psf 24" O.C. WLOAD 5 30 30 30 psf CONNECTION DETAIL - FRONT VIEW 06_PEAK SHINGLE_QPEAK RTMINI.DW DESIGN GNIh'INDLO�D W -24.06 -41.43 -62.67 psf ASD DESIGN LOADiLPUFTI Pte,,,, •16.90 •30.81 •45.37 PSI QkuU&hnPa„,=D•SQ"O.GjWiasd} Scale: 3/4" = 1' DOMFORCE CASE I P.. 33 33 33 Psf caveat M P_,=IbO+1-OS Sheet Number and Title: DOWNFORCECASE 2 Ps,,, 27.421 2742 27.42 pIf carn4atlon:Py..,=1.t1D+1.OW DDOMtQACEUSE 3 P.,.„ 1 43.79 43.78 43.791 psf calararlon:P,,,,,=1.0D10-75s+0,7SW PV06 - PV ATTACH PLAN DESIGN FACTORS & CAICUTATIONS FOR THE USE OF L-FOOTANCHORS DESCRIPTEON SYMBOL VALUE VALUE WQUE UNIT Sheet Size: MODULE WIDTH B 128 3.28 3.28 ft TOFALDFSIGNLOAD IUPLIFTI P -16-94 -30.81 -46.37 psf ANSI full bleed B (17.00x 11.00 Inches) TOTAL DESIGN LCWD(DOWMFORCE) P 27 42 27.42 27.42 psf 1-011 TED DiSTAMULOAD {UPLIFT} w -77.77 -50.52 -76.04 pB Calculation: lculation: w = PW2 w.,nnt..n ov.. DISFRIBUTED LOAD (DOWNFORCE) w 44.97 44.97 44.97 pB aLeulation w = PW2 '' "" a "� °' 's g history RAILSPANBETWEENANGHORSPONTS L 4 2ft PV ROOF MOUNT KIT Drawing evi no. drawn by revision date POI NT LOAD {UPLIFT} R -111-10 -207.x11 -T57-ax les awdatlon:A=PLB/2,`....r�.+°" ' 01 DCG 1/15/21 POINT LOAD (DOWWOREF1 R 179-89 179.89 89.96 let Calculation: R =PUV2 •►..max•.,., -� L -FOOT CONNECTED BY lag sc rew to �`I�, PV RAIL. E SWofic Grauxy G D-55 0.55 0.55 Tale 11.1k NDS 2005, page 68 l5outhern Pinel Design Min. Dia. of Leg St rew D 0.3125 0,3125 0.3125 In Pullout Value of W 30&&17 306.87 306.971hsfn W=180001i1D1' Godwin Engineering and Design, LLC 9ofLag screws 2 2 2 8378 Foxtail Loop Thread Length T, 2.3125 2-3125 2.3125 In Tablel2,NDS 2005 Pensacola, FL 32526 Design Pullout Value per Mount W, 709 6+1 709.636 704.636 W, = W' ITof Lags'I, PV MODULE D. Chad Godwin, PE SAI FACTOR SF 15.39 3.51 4.67 CaWMIon: SF=W„R (Upllfil .w.r>w wr...a. •..r�.I....I...e. wi�..uW..�,.rwNnV.N+..+'•-���M ROOF T R U S S LW/.+Y �'.A�\VM eW IN/rr l.+/A.ti'+•/ rW Iqw l Ir1rJa�Y. I.J ren\/. Ire •..r wMnaH FfT. •. I 11 I 11 ty of . 17 -0 13 -2 a C.11,16 age 1111% r1 tare. 1111.0{r' �• s u ` Pf TYP. RAIL LENGTHS RAIL SPLICE G -_ iiM{ ■ � �... • -■ CIM.I. DLIV. Ill MM.]YVIAWY. �.... }.w•al�a1•r�11 ■w.[.yj D MODULE ATTACHMENT PLAN W/ RAIL LENGTHS ©2020 GODWIN ENGINEERING Scale: 3/16" = V-0" AND DESIGN, LLC PV06 1/15/2021 2:47 PM 191 E F REE ALPHOC BLACK SERIES REE ALPHOC BLAEKRIES PROOLICT DATASHEET cEHT1ncATlaNs -"� ---M-- E16m520161EC617302016.UL DsuL6n3o rl 'IEC 62804 PID 172112s [67 ve 11A .211111 assvu w IECOM Salt Mort R s 9 IECU715 Ammonia Ressra..a VLI703 Ins Typz Class2 IEE627e2 Dynamic Memamral L°aa [be bans z Well =i.onaf3smml As4040.2NCC20B C,do Wore Load 150140013004.1509001301$ Ohl I12007 AA.CE 0 "s WARRANTY anned _ 20yroundeau...... ry MaxlmumannualpoWerdegressanaf0.23%p.a. Gwranlees92%of ppweraRer25years Ee nq[ma torr eM1 raaaae. MECHANICAL DATA to D Ins: fi)0 IOxl21n(I)ZIxI01fix30mm N - IR8,01,11.9 +GENEIRALDATA 355 cnbox: o nPo M°' °runs^`"m'"IN 3sarL36y�stlwdes,IPSJrated �� agile (19.548) IZOM1aIf-.tells MfA RED tell type'. M1ehannoth°neellhcM1nol°gy m°Isfl rtlmxwlrnlEC6Z290 -0/6 -0/�5 'See nsta al °nmanua form°unt ng nstrun ons 2 6radrigeof20celle in series12AW614mmaleyere39.47ou 8 il2.1 Operzti°nalhmpeaWpe -4o reSC � La6le' aram4pen."CNip61a a IOODV Glass: anmre0eccmnwrfaaecrea<ment SEWMMe4wK8M eesignlpndpbsnew Pa 9.60 HigMyretlstarrt C°^^°@tors' war—olle.4mdo' FT 7DO D461b5ydgftp JDaopalw6mz/ag R( Baekeneec poly..@mmvucfion 44.5 Ip6Bnnlywaena noun.. Designload(- j:wintl 2E66Pa(55blbs/zp hr No—�' Anoeazedalummum(blatk) Origin _ IQ1e EOOalit MOCIall8351bs/sq fij _ Use ra Z86 zo9 212 v As11a 7ss¢p =f1. 1 IECU715 Ammonia Ressra..a VLI703 Ins Typz Class2 IEE627e2 Dynamic Memamral L°aa [be bans z Well =i.onaf3smml As4040.2NCC20B C,do Wore Load 150140013004.1509001301$ Ohl I12007 AA.CE 0 "s WARRANTY anned _ 20yroundeau...... ry MaxlmumannualpoWerdegressanaf0.23%p.a. Gwranlees92%of ppweraRer25years Ee nq[ma torr eM1 raaaae. MECHANICAL DATA to D Ins: fi)0 IOxl21n(I)ZIxI01fix30mm N - IR8,01,11.9 +GENEIRALDATA 355 cnbox: o nPo M°' °runs^`"m'"IN 3sarL36y�stlwdes,IPSJrated W-gbb MAXIMUMRATINGS agile (19.548) IZOM1aIf-.tells MfA RED tell type'. M1ehannoth°neellhcM1nol°gy -071 *5 rtlmxwlrnlEC6Z290 -0/6 -0/�5 'See nsta al °nmanua form°unt ng nstrun ons 2 6radrigeof20celle in series12AW614mmaleyere39.47ou il2.1 Operzti°nalhmpeaWpe -4o reSC 013iuchins1e—InlasswnM1 La6le' aram4pen."CNip61a Maxlmomsystemvollege: IOODV Glass: anmre0eccmnwrfaaecrea<ment SEWMMe4wK8M eesignlpndpbsnew Pa 9.60 HigMyretlstarrt C°^^°@tors' war—olle.4mdo' Maximom.es.load('l: 7DO D461b5ydgftp JDaopalw6mz/ag R( Baekeneec poly..@mmvucfion 44.5 Ip6Bnnlywaena noun.. Designload(- j:wintl 2E66Pa(55blbs/zp hr Forme. Anoeazedalummum(blatk) Origin Mndeln5iragnppre Maximum... laad(-l: Maxzenez Fuzeran2577 MOCIall8351bs/sq fij _ g ELECTRICAL DATA@STC Product Code RECxxxAA Black MoompersecerrenE 25A all... a1Power Pn,p(wp7 355 9E0 365 370 3751 Cala.stirsescad yfatlomFl1 A Watt Class Son. ng Wf -071 *5 0/e5 -0/6 -0/�5 'See nsta al °nmanua form°unt ng nstrun ons 2 �q 9f TEMPERATURE RATINGS' o EMPIEob TURIErRATINmpemiure Nominal Power Vol. age Vn„ry) -ailed 38.0 38,3 3971 Nominal Power I ,,eue,hr 955 9.60 966 9R' No 4PC '2'Q a - Anchor..triInge V,(A E37�4 44A 443 44.5 —� 446SM1 LemPera.uremeffidentofP -0.26%/'C ' Creartf rent la(A) 1023 10,26 1030 1840 T p r ¢ Wer"",,, 024h CP lEfficiency(%) Z86 zo9 212 114 Torlel-oloccorgican oru 904%/2 ValunalebraaNNrtmiartlons lSl Galrmas ompor so Pi da-Chase°a°napmautll°n 'iM1mempuaumroctitlntssvmdamrinnrealucs ,n AMlilmhimu lO.hveropr ELECTBICALDATA@NMOi Product Crell BECxxxAA Black LOW LIGHTBEHAVIBOR m N mull.PmplWp) 270 274 278 282 285 Typizallowlmdlancaenif---naofm°dulertAL m N : m V se v (v) 352 355 358 361 364 e NintrucaPswerturrent logs) 767 7T 7,76 C 780 785 x' S rc Ope Dacts, V IV) 414 416 417 419 420 sten ShocCusultCurrend 111 823 826 829 &32 840 § p r waae='leri - ,—.. n,w 1Mnob,- ` kmlwfM/m'1 . t Funded °y corepl 1996 SEC d' 8 st y solard 1 frond II 18i eallyb gligually pg d extending Y C REC down M1 Id IF reliablef clean \y + )Y rent SEC nwm d p tl [ 9 Ity Wp orted by the 1 i warranty "G i [nholder, HEC' DI . 1 k Eke. .21a sorcn itiitrwaY a. instioners, 2000 PmP4 Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Defeew St, Wheat Ridge, CO 80214 (303)653-2868 dag@dagpeak. com Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECIFICATIONS 1. PV MODULE 34 z REC360AA BULK EnhAdc N 2 INVERTER 8E1400H U8 3. RACWNG U kacGle RTMini 4. ROOF TYPE SHINGLE 5. AZIMUTH 180° 6. ROOFSLOPE I2 - File Name R01H 0 PEAK G5 305330 OWG Sheet Number and Title. R01MODULEDATASHEET Sheet Size. ANSI lull bleetl B (P 00 s 11 OO Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola FL 32520 D. Chad Godwin, PE Ch d@g tl Ineng boor @2020 caoww ENGINEERING R01 AND DESIGN. FIC 191 E F N w •ee• •ee• e e Optimized installation with HD -Wave technology ! Specifically designed to work with 1 Extremely small power optimizers / Record-breaking efficiency / Built-in module -level monitoring if Fixed voltage inverter for longer strings / Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data, ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) / UL1741 SA certlfed, for CPUC Rule 21 grid compliance ADDITIONAL FEATURES gsasa no -ea A ige(wnma9. Sonar naxonall Ira . hard shumwm upon X OW 0l-1. STANDARD COM PIIANCE ULP41. U1Pa156 UL16900. C5A=.. 9wrix. AFCI Ouogi A RL M INSTALLATION SPECIFICATIONS �Inp�n Ca�J'.ir>im/gn11sr9%/ WGa ge 1' Malmun/ "D µNG r 1-2 Aiilgs/166 AWG / Single Phase Inverter 1' Ml113 xnn,1149 AWG 1--1 With HD -Wave Technology/ for North America 177 x 116 x60/ 450 a 370 1174 Single Phase Inverter Z SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US/SE10000H-US/SE1140OH-US z2/N 2sVn4 26z/n.9 with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / ` M T 10 OUTPUT sl Is' s' — .11' 1 a'1 Ne,. AT Power Onto, 1. In111dov SCW "";n axv ]dA IWGn 33m ezaev saw®zwv Is nervim's' IGDwe2Gev Ma,mum Klbver Oulryl 3M 3mo as.w 33W ®H6tl SW SWO@1�V WIN ,6%q "d40��w vA CAMP, 0nageMln Nm:M x D" aabrg , - ACDulou .1iMi.Aom.M_ Int -1 la SE760OH-US / SE1000OH-US / SE1140OH-US 9 eden�5y „Np.- I„ �„ LA AC FmPl,enq w,Mnan saa.s9. w.s^ MaxMnum Lominuoua WlgR cwm,"AW lu 16 PI zs 3z 12 ns Maaimum Con4nuous WIST, CunmIOZWV I6 - rid - - d.o Gipl iMesnmO 1 unly Mmibiy, hlaMly Vm¢Non. CaumryConfiguratk ThraMlGs N w •ee• •ee• e e Optimized installation with HD -Wave technology ! Specifically designed to work with 1 Extremely small power optimizers / Record-breaking efficiency / Built-in module -level monitoring if Fixed voltage inverter for longer strings / Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data, ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) / UL1741 SA certlfed, for CPUC Rule 21 grid compliance ADDITIONAL FEATURES gsasa no -ea A ige(wnma9. Sonar naxonall Ira . hard shumwm upon X OW 0l-1. STANDARD COM PIIANCE ULP41. U1Pa156 UL16900. C5A=.. 9wrix. AFCI Ouogi A RL M INSTALLATION SPECIFICATIONS �Inp�n Ca�J'.ir>im/gn11sr9%/ WGa ge 1' Malmun/ "D µNG r 1-2 Aiilgs/166 AWG 1' Nil pd -a AWG 1' Ml113 xnn,1149 AWG r, 6meMionsmM Sakly SmlN wwraD) 177 x 116 x60/ 450 a 370 1174 )t3al16xi3/SdOx3]Ox165 wcgMwnn SaleN swMl z2/N 2sVn4 26z/n.9 me/776 ^e0e rvaMs <251 <50 coago NNIPA Mlon .loon, ATcela0lre 5yl¢ -ISA Pa 1-15. u..i- AFF /-.10'COplloW aabrg NEW 0 Ili with sale, swmN - ROHS Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303)653-2868 dag@ddagpeak. Tom Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECT FI CATIONS 1. PV MODULE 34 Z REC36OAABLK 12240Vc 2 INVERTER SE11400H US 3. RACWNG Unirac Dle RTMini A. ROOF TYPE SHINGLE 5. AZIMUTH 180' 6. ROOF SLOPE 12' File Name R02_I NVERTER_SE-H oWG Sheet Number and Title. R02- INVERTER DATASHEET Sheet Size. ANSI full bleed B (17 00 s 11 00 Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng. cam 02020 GODWIN ENGINEERING R02 AND DESIGN, Luc r, solaredge.com solar - e • �,..-� �a. ". r,".« - ""'*r'u°" '"" -"�' ROHS Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303)653-2868 dag@ddagpeak. Tom Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECT FI CATIONS 1. PV MODULE 34 Z REC36OAABLK 12240Vc 2 INVERTER SE11400H US 3. RACWNG Unirac Dle RTMini A. ROOF TYPE SHINGLE 5. AZIMUTH 180' 6. ROOF SLOPE 12' File Name R02_I NVERTER_SE-H oWG Sheet Number and Title. R02- INVERTER DATASHEET Sheet Size. ANSI full bleed B (17 00 s 11 00 Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng. cam 02020 GODWIN ENGINEERING R02 AND DESIGN, Luc 191 E F Power Optimizer MID O For North America P320 / P340 / P370 / P400 / P405 / P505 M TO v N M PV power optimization at the module -level / Specifically designed to work with SolarEdge nverters / Up to 25% more energy / Superior efficiency (99.5%) / Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading / Flexible system design for maximum space utilization solaredge.com / Fast installation with a single bolt / Next generation maintenance with module - level monitoring / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVR59) / Module -level voltage shutdown for installer and firefighter safety solar- • • / Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 ev ingc dP 60 no RED PUT, `Mc (Wc a.loveral rimae rel M'PTopemagg range 9 a a 60 a 90 lzs ms lz_ e3 We M�murt fiartQrcutt Qu'enl -1 101 Id Aa Wr. WeNh-it EIAPAS sae sae Pe .—SED, canon OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Menirtu, OU' Cunenl IS AS, Mmrrurall Mld9e 59 PS We OUTPUT DURING STAN Day (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Salelyculpur Wttageper .ipl Utic er0plmlzer STANDA_ RD COMPLIANCE EMC- FCC Pers Raze e, 1 6 2, IEC61OCC 6 3 ,at, Iclaull :cafe I sn",1111, Melcull uL36Vd, Wagon—_ 16 INSTALLATION SPECIFICATIONS _ Nhaeurgin, Nlal "Ech 1W0 on, tallage Conponsle Inverters All Seal Slagle Phase are Three Phase inverters onaa;0�a;w.L. E; Taz19z333/ R3xP9zd9SC vv9x'f2x39/ rzs.ls3.ns rsls.v �rn7in SIs6x3 Slr63x19 51064/23 WNgk Qn[lutlinq aha) Al ]50/V 98/19 1060/23 311,lb In°u[ConnsPor gas Singeoicual 'Pe" lar lmla-0th ",CEO r/P a¢nm'M re PSI,, m°naaor Double l'sleteOT MCd Ooroutwm length 0921+ 11,19 TIP apareMg emrerlAll 0C SEE 00 tai v'F 1. PrNin ant, IPi AboA6P Relative HumcM D too `6 ewo—rvnm hull PIT or. Modlar.tn ePle lasNo, tneanct-nlln.ed NEC EELS ano, osopit oftni D, unit ,,, the, pal nr od End—ta.,e an' IT ,-,rove m0ewa, one nt ndto nnevm... a�n e, c—Par fore rdltmamptaua.em. scTna Sward, Ann l.epooae. Dori o'a>°.-00111�Terlar11 Dl-FonATtenn� a nalerr,,,dsaue. " viColn,- ?e�ar-aweaerowsn,,wr,apet vvm5;ron°w5W mm1— mmPIC pit ro .rte I m,ORl vnn ranla m a Than 111. vswl xr CTS 11 loan t, re, on , D. dPDT— near®n as grin lei P.O[WI 0 Ed -A. same— .°;.`�noe �at,o.r�,Te�4��.. AnloarraTemovdMr,—I.duara,eaburugaolP1.'�..°s. G. ROHS IMnRk Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 CE RA, St, Wheat Ridge, CO 80214 (303)653-2868 dag@dagpeak. com Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECIFICATIONS T PV MODULE 34 x REC360AA LEK 122dINdc 2 INVERTER SE11400H US 3. FROWNS Unirac Gla RTMini d. ROOF TYRESHINGLE 5. A➢MUTLE 180- 6. ROOF SLOPE I2- File Name. ROHR OPTIMIZER DATASH EET.DWG Sheet Numher and Title. R03- OPTIM IZER DATASHEET Sheet Size. ANSI full bleed B (17 00 s 11 00 Inches) Design Godeen Engineering and Design, LLC 8378 Fol Loop Pensacola, FL32526 D. Chad Gotten, PE Chad@godwinengmm 02020 GODWIN ENGINEERING R03 AND DESIGN, LEG �MSOLARMOUNT M18180- U N I RAC E3 SOLARMOUNT AgeUNIRAC P.Imllgh Yllmmwh NV designed ' got installers OTT OPTIMIZED COMPONENTS ed to reduce installation steps INTEGRATED BONDING & PRE -ASSEMBLED PARTS Ctmpaalls arepreassanpkdstl tWMtm lomdwpinsfaNlgn StepsaA sart MlxfkaliW r wire awgramduW&mnaWg Podns@Imnalmmppamaamgmamrgslrapsorpompgprgmsb d grounding ap oir UT mJapNC Wagon IM1BIIdN f& undartwAinvo1ra underground do Mr. automated an easier installation. 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OPTIMIZED COMPONENTS an VFFISATILITY • DESIGN TORI.S a DUALITY PIRIOVVQER PROTECT YOUR REPUTATION WITH QUALITY RACKING SOLUTIONS BACKED BY ENGINEERING EXCELLENCE AND A SUPERIOR SUPPLY CHAIN 1/15/2021 2:48 PM K E nnl' ��pp��';; o ii:U,I 1RMWr »� ooF z $oQwz� E 0 F v a Sune5 ,2019 zJQO Q-4 z OO Y� QQa MST a3 m O �ILQ}N Q� �L0a tq�J}N R'L E� A �l w Re: SOLARMOUNT RootTcch RT Mini O an GNO VT1V15NI 31dV?J 1V `< OO ry_I W_ To Whom It May Concern, 11" Od0101 IXVW ..L µ0m17111 I P 0 m The interface and hardware between the Rooflech RT -Mini and the Unimc SOLARMOUNT L -foot are compatible and ry -L 0 - - can be used in conjunction with each other as shown in picture below. z H 1c. ,' O qjR wQ0 Z- 'wJ ti�4nw U'u W L7' O F z p J 0 W c did Z rcNR� / I J QJ O Z Q ED a z ,o ryz --------- -- - UZ F� E IYP .b Q ~O� Shrimp has not analyzed or tested SM racking products in conjunction with this solution. The installer is solely pz Q �tl�W9 .- _ UU QLL O� Q c o a 3 W m o Zz s - OFG responsible for: m 2q g c K Q N u� U 3 p N • Complying with all applicable local or national building codes, including code requirements that are more d N ys W j O J K R i V O0op 3d0"15 MNOa N I o 0 strenuous than the guidelines set forth in the install manuals; � x u..�.. a Q N • Ensuring that the products arc appropriate for We particular installation and the installation environment, Z N m ZZ z • Ensuring that the roof, its rafters, its insulation, connections, and any other structural support members can V su ort the arm under all code level loading conditions this total building assembly is referred to as the building PP Y 8 C g Y g SNOIl 7V15NI A7 a ld/esOIV — structure); -tiva do do of wnwIXVw , RI v • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure, and topographic factor should + ^f mmm'Imm qT O rn be confirmed with the local building official or a licensed professional engineer P 0,doV on E 0 Please contact Unimc with any questions. a N o 11 %,�y�c"wa?LL9mT,l;, Q a =to s Regards, o iti o L ///�1zC Cori %OPt%804 , , — a / Q 0 Connor Motnson 4 rA Residential Product Manager z Univac, Inc. • www.unirac.com O O �w0 OOr z� OOQ w?ly Q 1411 Broadway Blvd. NE • Albuquerque, NM • 87102-1545 • Ph: (505) 242-6411 • Fax: (505) 242-6412 Q JJQ Q O 4 O O z I§�m x ZW f9 % x�R 3E1019 Wil �7 w3 KS �f 11 Contractor Info PHOTON BROTHERS 7705 w108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Defeew St, Wheat Ridge, CO 80214 (303)6532868 Dag@ddagpeak com Parcel Number: 39-254-24-027 Assessor Phone #(303)2352855 PV SYSTEM SPECIFICATIONS 1. FVMODULE 34 z REC360AABLK, 1224kWtic 2 INVERTER SE11400H US 3. RACKING Uniac LR -PT Mini 4. GO0ELOPE :SHINGLE 5. AZIMUTH 180- 6 ROOF SLOPE :12 - File Name R04_R00E-TECH_RT MINI_LETTER. Sheet Number and Title. R06 - RACKING DATAsw EET Sheet Size. ANSI full bleed R (17 00 x 11 00 Inches) Design Godwin Engineering and Design, LLC 8378 Fined Loop Pensacola FIT 32526 D. Chad Godwin, PE Chad@godwineng com 02020 caowlN ENGINEERING Ros AND DESIGN To Dina Kemp From: no-reply@ci.wheatridge.co. us Sent: Thursday, January 21, 2021 11:57 AM To: CommDev Permits Subject: Online Form Submittal: Solar PV Installation Categories: Dina Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 2777 Depew St Property Owner Name Dag Peak Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD* 303-653-2868 dag@dagpeak.com Electronic Payment Form.odf CONTRACTOR INFORMATION Contractor Business PHOTON BROTHERS INC Name 1 Wheat Ridge Contractor's 160040 License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-507-2977 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address chelseabours@gmail.com Retype Contractor Email chelseabours@gmail.com Address DESCRIPTION OF WORK Scope of Work roof mounted solar pv KW 12.24 # of Panels 34 Location of Panels house roof Structural required No Upload engineer letter or DN20-328 PEAK PE LETTER 012021. pd pages on 8 1/2" x 11" only Solar Installation Plan Set DN20-328 PEAK PLAN SET 011 52021.pdf on 11"x17" only. Project Value (contract 36000 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 work Yes may not begin on this N 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. Person Applying for Chelsea Bours Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Dina Kemp From: no-reply@ci.wheatridge.co. us Sent: Thursday, January 21, 2021 11:57 AM To: CommDev Permits Subject: Online Form Submittal: Solar PV Installation Categories: Dina Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 2777 Depew St Property Owner Name Dag Peak Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD* 303-653-2868 dag@dagpeak.com Electronic Payment Form.odf CONTRACTOR INFORMATION Contractor Business PHOTON BROTHERS INC Name 1 Wheat Ridge Contractor's 160040 License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-507-2977 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address chelseabours@gmail.com Retype Contractor Email chelseabours@gmail.com Address DESCRIPTION OF WORK Scope of Work roof mounted solar pv KW 12.24 # of Panels 34 Location of Panels house roof Structural required No Upload engineer letter or DN20-328 PEAK PE LETTER 012021. pd pages on 8 1/2" x 11" only Solar Installation Plan Set DN20-328 PEAK PLAN SET 011 52021.pdf on 11"x17" only. Project Value (contract 36000 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 work Yes may not begin on this N 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. Person Applying for Chelsea Bours Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. GODWIN ENGINEERING AND DESIGN, LLC 4732 Nichols CreekRoad, Milton, FL 325831 (850)712-4219 1 chad(&godwineng.com January 20, 2021 To: City of Wheat Ridge Building Permits 7500 W. 29th Ave Wheat Ridge, CO 80033 Re: Peak- Residential Roof Mount PV Installation 2777 Depew Street Wheat Ridge, CO 80214 Plans Examiner, This letter is regarding the installation of a new roof mounted Solar PV system on the existing residential structure at the address above. I have analyzed/reviewed the attached plans and have determined that the roof mounted PV system is in compliance with the applicable sections of the following Codes as amended and adopted by the City of Wheat Ridge: 2018 International Building Code, IBC 2018 International Residential Code, IRC ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures 2020 National Electrical Code Per 2018 IBC, the Roof Mounted PV system will be subject to the following design criteria: Design Wind Speed(V„ lt) - 105mph 3sec gust, Ground Snow load(Pg) - 30psf, Exposure Category - C The PV System consist of PV modules, railing, and connection hardware. The system will add a dead load of approximately 3 psf to the roof. The existing roof structure consist of 2" x 6" roof trusses 24" O.C. The existing structure will be adequate for supporting the additional PV dead load, snow and wind loads. The securement method of the PV system is to be flush mounted to the asphalt shingle roof with Unirac railing and the Roof -Tech RT mini mount. The attachments can be attached up to 48" apart and should be staggered, where possible, to allow distribution of the design loads evenly to the structure. The mounts shall be installed with a min. 2 x 5.0 x 60mm wood screws with minimum 2- 5/16" thread length directly to roof truss. Please note that only a portion of the roof structure was reviewed. The engineer of Responsible Charge shall not be responsible for any existing flaws and/or defects that may currently exist or may be caused by the proposed installation. Please contact me if you have any questions. Donnie C OVv". c.. ' • ASF (100 Sincerely,D. Chad Godwin, PE 52767 52767 ZExp.10/31/2021 ' • ... ..? ' Godwin 2021.01.20 12:23:42 191 E F PEAK PV PROJECT - 12.24kWdc Parcel ID (AIN): 39-254-24-027 PIN (Schedule): 300022545 Owners) PEAK DAG PEAK MALGORZATA BRODZINSKA Owner Mailing Address 2768 W 22ND AVE DENVER CO 80211 Property Address 02777 DEPEW ST WHEAT RIDGE CO 80214 Black: 012 Lot:0004 Section: 25, Township: 3, Range: 69 Subdivision Name: PRINCES RESUB OF LAKESIDE BLKS 11 & 12 Zoom to 1 PROPERTY ASSESOR MAP - PROJECT LOCATION M: SCOPE OF WORK THESE PLANS ARE FOR THE INSTALLATION OF A ROOF MOUNTED PHOTOVOLTAIC (PV) SYSTEM. THE PV SYSTEM WILL BE INTERCONNECTED WITH THE Xcel UTILITY GRID THROUGH EXISTING ELECTRICAL EQUIPMENT AND WILL OPERATE IN PARALLEL VIA LOAD SIDE CONNECTION WITH NET ENERGY METER. GOVERNING BUILDING CODES 1. 2018 INTERNATIONAL BUILDING CODE, IBC 2. 2018 INTERNATIONAL RESIDENTIAL CODE, IRC 3. 2018 INTERNATIONAL FIRE CODE, IFC 4. 2020 NATIONAL ELECTRICAL CODE, NEC 5. IEEE 1547 6. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHERSTRUCTURES 7. ULSTANDARDS 7.1. RACKING - UL 2703 7.2. PV MODULE - UL 1703 7.3. INVERTER - UL 1741 1. AHJ - Wheat Ridge Building Division 2. UTILITY -Xcel 3. BUILDING RISK CATEGORY II 4. DESIGN WIND SPEED (ULT)- 105MPH 5. DESIGN SNOW LOAD - 30PSF 6. EXPOSURE CATEGORY - C 7. MEAN ROOF HEIGHT -30 8. ROOF SLOPE -12° A. � r I��jJ T s 0. oI« UN.: .aaa .,.�... Sheet List Table PV SYSTEM SPECIFICATIONS Sheet Number a., 1. PV MODULE: 34x REC360AA BILK; 12.24kWdc PV01 COVER 2. INVERTER: SE1140OH-US mmµ e. NOTES 3. RACKING: Unirac Lite Mini -RT 4. ROOF TYPE: SHINGLE avae E_PV SITE PLAN 5. AZIMUTH: 1800 PV04 LINE DIAGRAM PV INSTALLATION OVERVIEW PV05 S_PV SITE LAYOUT ♦61, _ City of TTT�����_ ]MW hea RE d APPROVED Reviewed for Code Comoliance w� ZS.Zt»21 Plans Examiner Date of eeen: rhe lnrwne nloWmRn eppmwroJNwrssYxr/rmmro arvaaa anC<nmYvmnwu NUN lqr EporinlllA%.pTUYCra'el e�p�y WlaOM (O anY M Me povlsbra o/ Me busMM9 ttMe wal ad �nY aJlmxx,. hrn1M m pree,mmjbpm oufhanNrovRNeh wwrrcel rhepwwan eJM.evugas ,ake.m ma..unhpaaneep,an.uN,Mu,wthe..na waea. 9e 6jDwn.a"""a., _ Po4ge,CO80411 eesem.1 ..o v .•...•> Denver •'e r®®awa - At ie OO Laeewooe. �. i alum" u 2 AERIAL MAP - PROJECT LOCATION UN.: Sheet List Table PV SYSTEM SPECIFICATIONS Sheet Number Sheet Title 1. PV MODULE: 34x REC360AA BILK; 12.24kWdc PV01 COVER 2. INVERTER: SE1140OH-US PV02 NOTES 3. RACKING: Unirac Lite Mini -RT 4. ROOF TYPE: SHINGLE PV03 E_PV SITE PLAN 5. AZIMUTH: 1800 PV04 LINE DIAGRAM PV INSTALLATION OVERVIEW PV05 S_PV SITE LAYOUT ELECTRICAL PV06 PV ATTACH PLAN a. POINT OF CONNECTION: LOAD b. MAX INV OUTPUT CURRENT: 47.SA R01 MODULE DATASHEET c. PV AC DEDICATED OCP DEVICE RATING: 47.SA125% = 59.375A, 60A R02 INVERTER DATASHEET OCP R03 OPTIMIZER DATASHEET d. UTILITY AC DISCONNECT REQ'D: YES R04 RACKING DATASHEET STRUCTURAL R05 RACKING DATASHEET a. MAX ALLOWABLE SPACING BETWEEN ATTACH POINTS: 4FT b. MIN. NUMBER OF ATTACHMENT POINTS: 82 R06 RACKING DATASHEET c. WEIGHT PER ATTACHMENT POINT: 22.3LBS/ATTACH d. PV DEAD LOAD: 2.86PSF e. LENGTH OF RAIL REQUIRED: 232FT Approval Notes: Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Popew St, Wheat Ridge, CO 80214 (303)653-2868 Dag@ddagpeak. com Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECIFICATIONS 1. PV MODULE 11 Z REC360AA ILK 24 c z wVERTER SE11400H Us 3. RACKNG Unirac Gie RTMini 4. ROOF TYPE SHINGLE 5. Real 180° 6. ROOF SLOPE I2° File Name 01_PEAK _COVER(1) OWG Sheet Number and Title. PV01- COVER Sheet Size. ANSI full bleed B (17 00 x 11 00 Inches) Design Coal Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwmeng earn 1) PIN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) O20I.AND GODEsmm cclLEeawc FP -,l 1 2 3 4 5 6 7 8 9 10 11 Contractor Info INSTALLATION NOTES ELECTRICAL NOTES STRUCTURAL NOTES 1. THE EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 1. INSTALLATION TO BE COMPLIANT WITH NFPA 1 & NFPA70 (NATIONAL 1. PV SYSTEM CONSIST OF THE PV MODULES, RAILING, AND PHOTON BROTHERS MANUFACTURES INSTALLATION INSTRUCTIONS. ELECTRICAL CODE) CONNECTION HARDWARE 7705 W 108th Ave A 2. THE ACTUAL LOCATION OF THE ARRAY AND PLACEMENT OF THE 2. THE INVERTER HAS INTEGRATED GROUND AND NO DC GEC IS 2. RACKING SYSTEM & PV ARRAY SHALL BE INSTALLED ACCORDING Westminster, CO 80021 MECHANICAL ANCHORS ARE SUBJECT TO VARIANCES DEPENDING ON REQUIRED. THE DC CIRCUIT IS ISOLATED AND INSULATED FROM TO CODE -COMPLIANT INSTALLATION MANUAL SITE CONDITIONS AND/OR ROOF OBSTRUCTIONS. THE CONTRACTOR GROUND AND MEETS THE REQUIREMENTS OF 690.35 (UNGROUNDED 3. THE ATTACHMENTS SHOULD BE STAGGERED, WHERE POSSIBLE, SHALL VERIFY ALL DIMENSIONS AND SPECIFICATIONS BEFORE PHOTOVOLTAIC POWER SYSTEMS) TO ALLOW DISTRIBUTION OF THE DESIGN LOADS EVENLY TO THE COMMENCING. 3. THE EXACT LOCATION OF NEW ELECTRICAL EQUIPMENT AND CONDUIT STRUCTURE. 3. ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM RUN RELATING TO THIS PROJECT IS SUBJECT TO CHANGE AND WILL 4. ALL ROOF PENETRATIONS SHALL BE FLASHED AND SEALED BY NEMA3-R RATING. BE DETERMINED ON SITE BY THE CONTRACTOR APPROVED METHOD PER ROOF TYPE MANUFACTURE Project Type - Photovoltaic 4. ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4. THE PV SYSTEM IS EQUIPPED WITH A RAPID SHUTDOWN SYSTEM AND 5. TYP. ROOF SUPPORT STRUCTURE; 2" X 4", 24" O.C. 5. ALL WORK SHALL COMPLY WITH THE BUILDING CODES SET FORTH BY SATISFIES THE REQUIREMENTS OF THE NEC SEC. 690.12 6. REFER TO TABLE 1.1 FOR MAX OVERHANG FROM LAST Project Location: THE GOVERNING JURISDICTION. 5. ALL EQUIPMENT TO BE LISTED OR LABELED FOR ITS APPLICATION(UL ATTACHMENT. 6. ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY THE OR OTHER APPROVED LISTINGS) 7. PV ARRAY SHALL BE A MINIMUM 3" ABOVE THE ROOFING RESIDENCE PEAK RESIDESLD B NATIONAL FIRE CODE, NFC AND THE NATIONAL ELECTRICAL CODE, NEC. 5.1. PV MODULE - UL1703 MATERIAL. 2777 St, DepeGENERAL 5.2. INVERTER - UL1741 PV SITE NOTES 5.3. RACKING SYSTEM - UL2703 LOAD INFORMATION Wheat Ridge, CO 80214 1. PV ARRAY NOT TO DISRUPT ATTIC VENTS OR PLUMBING VENTS. ARRAY 6. GROUNDING 1. THE COMBINED LOADS WITH THE PV ROOF EQUIPMENT INSTALLED (303) 653-2868 TO SPAN OR EXTEND TERMINATION PLUMBING VENTS WITHOUT ANY 6.1. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE ARE NOT LARGER THAN THE COMBINED LOADS AS REQUIRED BY Dag@dagpeak.com IMPACT ON THEIR FUNCTIONALITY. REQUIREMENTS OF NEC ARTICLES 250 & 690 THE BUILDING CODE FOR THE ROOF WITHOUT PANELS. 2. PANELS WILL NOT EXCEED THE OVERALL HEIGHT OR ROOF PITCH OF 6.2. MODULE BONDING METHOD SHALL BE INTEGRATED GROUNDING 2. NUMBER OF ATTACHMENT POINTS: 82 Parcel Number: 39-254-24-027 THE EXISTING STRUCTURE. MID CLAPS. REFER TO MANUFACTURES SPECIFIC INSTRUCTIONS 3. WEIGHT PER ATTACHMENT POINT: 22.3LBS/ATTACH Assessor Phone # (303) 235-2855 FOR PROPER BONDING TECHNIQUES. 4. PV DEAD LOAD: 2.86PSF ABBREVIATIONS 6.3. GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR 5. DESIGN SNOW LOAD (E) - EXISTING PURPOSE, AND GROUNDING DEVICES SHALL BE RATED FOR 5.1. GROUND SNOW LOAD - 30PSF PV SYSTEM SPECIFICATIONS (N) NEW DIRECT BURIAL 6. ALLOWABLE DESIGN LOADS FOR PV MODULE: 1. PV MODULE: 34x REC360AA BLK; TYP - TYPICAL 6.4. EGC SHALL BE SIZED IN ACCORDACE WITH 250.122 AND ARRAY 6.1. WIND = 62PSF 2. INVERTER INVERTER: SE11400H-US NTS - NOT TO SCALE EGC'S SMALLER THAN 6AWG SHALL COMPLY WITH 250.120(C) 6.2. SNOW= 125PSF 3. RACKING: Unirac Lite RT Mini MIN - MINIMUM 7. ALL CONDUCTORS ARE COPPER, UNLESS SPECIFIED OTHERWISE 4. ROOF TYPE: SHINGLE MAX -MAXIMUM 8. ALL CONDUIT, RACEWAYS, AND JUNCTION BOXES SHALL BE SIZED 800 5. ROOFAZIMULOPE 6. ROOF SLOPE 120 AC ALTERNATING CURRENT ACCORDING TO THE APPLICABLE CODE IF THE SIZE IS NOT SPECIFIED. DC DIRECT CURRENT 9. SIGNAGE SHALL BE APPLIED ACCORDING TO GOVERNING BUILDING File Name: PV PHOTOVOLTAIC CODES AND LOCAL JURISDICTIONS SPECIFIC REQUIREMENTS. MOD - PV MODULE 10. EQUIPMENT INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR 02_PEAK_NOTES(1).DWG INV DC/AC PV INVERTER EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC. POC - POINT OF CONNECTION(PV) 11. CALCULATION OF MAXIMUM CIRCUIT CURRENT FOR THE SPECIFIC RSB - RAPID SHUTDOWN BOX CIRCUIT SHALL BE CALCULATED IN ACCORDANCE WITH 690.8(A)(1) Sheet Number and Title: CB -CIRCUIT BREAKER (EX. 20A/2P CB - 20AMP 2 -POLE CIRCUIT BREAKER) THROUGH (A)(5). CONDUCTOR AMPACITY SHALL BE SIZED TO NOT PV02 - NOTES C CONDUIT CARRY LESS THAN THE LARGER OF 690.(8)(1) OR (2) Sheet Size: OCP - OVERCURRENT PROTECTION 12. DC PV SOURCE AND DC OUTPUT CURRENT CIRCUITS ON OR INSIDE A OCPD- OVERCURRENT PROTECTION DEVICE BUILDING SHALL BE CONTAINED IN METAL RACEWAYS, TYPE MC ANSI full bleed B (17.00 x 11.00 Inches) MSD - MAIN SERVICE DISCONNECT METAL -CLAD CABLE THAT COMPLIES WITH 250.118(10), OR METAL DISC - DISCONNECT ENCLOSURES FROM THE POINT OF PENETRATION OF THE SURFACE Drawing history MSP - MAIN SERVICE PANEL OF THE BUILDING OR STRUCTURE TO THE FIRST READILY ACCESSIBLE no. I drawn by I revision I date SP SUB PANEL DISCONNECTING MEANS.(690.31(G)) 01 1 DCG I ---- 1/15/21 PLP - PROTECTED LOADS PANEL 13. ACCESS TO BOXES; JUNCTION, PULL, AND OUTLET BOXES LOCATED MLO - MAIN LUG ONLY BEHIND MODULES OR PANELS SHALL BE SO INSTALLED THAT THE Design MB MAIN BREAKER WIRING CONTAINED IN THEM CAN BE RENDERED ACCESSIBLE E EGC - EQUIPMENT GROUNDING CONDUCTOR DIRECTLY OR BY DISPLACEMENT OF A MODULE(S) SECURED BY Godwin Engineering and Design, LLC GEC - GROUNDING ELECTRODE CODUCTOR REMOVABLE FASTENERS AND CONNECTED BY FLEXIBLE WIRING 8378 Foxtail Loop GES - GROUNDING ELECTRODE SYSTEM SYSTEM.(690.34) Pensacola, FL 32526 14. PV POINT OF CONNECTION. THE OUTPUT OF AN INTERCONNECTED D. Chad Godwin, PE ELECTRIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN Chad@godwineng.com 705.12(A),(B),(C), OR (D). SYMBOLS L� UTILITY METER F PV MODULE DC/AC UTILITY INTERACTIVE INVERTER DISCONNECT - CB DOUBLE POLE - - CB SINGLE POLE C" Of �^ FUSE w-- FUSED DISCONNECT a G u 02020 GODWIN ENGINEERING pV02 AND DESIGN, LLC 1/15/2021 2:47 PM MT I.] C BJ E F NEC LABEL NOTES: 1. THE WARNING SIGN(S) OR LABEL(S) SHALL COMPLY WITH NEC 110.21(B) 2. LABELS SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY ARE INSTALLED. 3. LABELS TO BE A MIN LETTER HEIGHT OF 3/8" AND PERMANENTLY AFFIXED. 4. LABELS SHALL ALSO COMPLY WITH THE SPECIFIC REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LABEL 1 -NEC 69013(B) LOAD SIDES MAY BE ENERGIZED IN APPLY TO DISCONNECTS THE OPEN POSITION N UTILITY PHOTOVOLTAIC UTILITY REQUIRED LABEL DISCONNECT APPLY TO PV AC DISCONNECT PHOTOVOLTAIC SYSTEM CONNECTEE LABEL 2 -NEC 690 31(G)(4) APPLY TO EXPOSED RACEWAYS, CABLE TRAYS, OTHER WIRING METHODS, COVERS, ENCLOSURES OF PULL BOXES, AND TBOXES. SPACING BETWEEN LABELS OR MARKINGS SHALL NOT BE MORE THAN 1 OFT APART. PHOTOVOLTAIC SYSTEM DC DISCONNECT LABEL 3-69053 MAX SYSTEM VOLTAGE 48OVDC APPLY TOOF MAX CIRCUIT CURRENT: 20A DISCONNECT/INVERTER PHOTOVOLTAICSVSTEM AC DISCONNECT LABEL 4 - NEC 690 54 RATED AC OUTPUT CURRENT: 475A APPLY TO MAIN PV AC NOMINAL OPERATING VOLTAGE: 240VAC DISCONNECT WARNING DUAL POWER SUP PLY LABEL 5 -NEC 70512(B)(3) SOURCES UTILITY GRID AND PV APPLY TOASP SOLAR ELECTRICSVSTEM WARNING: POWER SOURCE OUTPUT LABEL 6- NEC 705.12(B)(2)(3)(b) CONNECTION: DO NOT RELOCATE APPLY TO BACK -FED BREAKER, THIS OVERCURRENT DEVICE IF APPLICABLE SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH T THE "OFF" POSITION T SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY LABEL 7- NEC 69056(C)(1)(a ) APPLY TO LABEL ON OR NO MORE THAN 3FT FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED AND SHALL INDICATE THE LOCATION OF ALL IDENTIFIED RAPID SHUTDOWN SWITCHES IF NOT AT THE SAME LOCATION CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF MOUNTED PV ARRAY WTH SAFETY DISCONNECTS AS SHOWN PV SYSTEM EQUIPPED WTH RAPID SHUTDOWN UTILITY REQUIRED LABEL LABEL 10 -NEC 705.10 DIRECTORY OR PLAQUE APPLY TO LOCATION APPROVED BY ALU DIRECTORY OR PLAQUE PROVIDING LOCATION OF MSD AND PV DISCONNECT STRING 2 = 10 PV SITE PLAN W/ MODULE LAYOUT Stele'. 1/16"=10.. VJ W n W 0 III Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster, CO 80021 Project Type - Photovoltaic Proiect Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303) 653-2868 Dag@dagpeak.com Parcel Number: 39-254-24-027 Assessor Phone # (303) 235-2855 PV SYSTEM SPECIFICATIONS 1. PV MODULE: 34 x REC360M ELK, 1224MNdc 2. INVERTER: SE1140OH-US 3. RACKING: Unirac Lite_RT Mini 4. ROOF TYPE: SHINGLE 5. AZIMUTH:180° 6. ROOF SLOPE 12' File Name: 03_2017NEC_E_PV SITE LAYOUT. Sheet Number and Title: PV03- E_PV SITE PLAN Sheet Size: ANSI full bleed B (17.00 x 11.00 Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng.com ©2020 GODWIN ENGINEERING PV03 AND DESIGN, LLC 1 12 3 4 5 6 7 8 9 10 Electrical Calculations - Photovoltaic System Project Details PV Module Data SolarEdge Inverter Data Optimizer Data PV Source Circuit Calculations Project Name PEAK PV Model Number 360AA BLK Model Number SE1140OH-US Optimizer P400 # of strings 3 Inverter A Project Location Wheat Ridge, CO Nominal Output @ STC, Pmp 360 Wdc Max DC Power(STC) 17650 Wdc DC input Power 400 Wdc String # 1 2 3 Max # of Modules/String 16 Module - 34 REC 360AA BLK Open Circuit Voltage, Voc 44.1 Vdc DC Max Voltage 480 Vdc Max Input Voltage 80 Vdc Modules per string 12 12 10 Maximum System Power (W) 12,240 A Inverter- 1 SolarEdge SE1140OH-US Max Power Point, Vmp 37.7 Vdc DC Max input Current 30.5 A MPPT Range 8-80 Vdc Watts/String 4320 4320 3600 Voltage Correction Factor, Low 1.1176 Utility - 240 Vac Short Circuit Current, Isc 10.23 A AC Max Output Power 11400 Wac Max DC input Current 12.5 A Operating Current 10.8 10.8 9.0 Voltage Correction Factor, High 0.9736 DC Rating 12.24 kW Max Power Point Current, Imp 9.55 A Nominal Output Voltage (Vac) 240 Vac Max Output Current 15 A # of strings SolarEdge Fixed String Voltage 400 AC Rating 10.3 kW VOC Temp Coeff 0.24 %/°C AC Max Output Current 47.5 A Max Output Voltage 60 Vdc String # Maximum System Voltage 480 Min. Ambient Temp, °C -24 -11.2 °F Dimensions, LXWXH (in) 67.75 x 40 x 1.18 CEC Weighted Efficiency 99 % Min. # of Opt's/String 7 Modules per string Source Circuit Current 15 Max. Ambient Temp, °C 36 96.8 °F Weight 43 lbs Dimensions, LXWXH (in) 21.3x14.6x7.3 Max # of Opt's/String 25 Watts/String Max Source Circuit Current 19 Weight 38.8 lbs Max Watts/String 6000 Operating Current XCEL PV PRODUCTION METER NOTES: 5. A 200A SELF-CONTAINED LEVER BYPASS METER SOCKET TO BE PROVIDED FOR XCEL PV PRODUCTION METER. 1. THE SELF-CONTAINED METERING WILL BE IN COMPLIANCE WITH THE CURRENT REVISION OF THE XCEL ENERGY 6. A PLACARD AT THE UTILITY NET METER WILL DESCRIBE THE LOCATION OF THE AC DISCONNECT AND THE STANDARD; SPECIFICALLY SECTION 4.11, OR AS MAY BE AMENDED PRODUCTION METER IF THEY ARE NOT GROUPED TOGETHER. 2. THE PV PRODUCTION METER WILL BE REQUIRED TO HAVE THE PV GENERATION WIRED TO THE LINE SIDE 7. 200A/240VAC UTILITY METER TO BE LABELED WITH PLACARD "PHOTOVOLTAIC SYSTEM CONNECTED" TERMINALS (TOP OF METER BLOCK) 8. THE AC DISCONNECT SHALL BE ACCESSIBLE, LOCKABLE, VISIBLE FROM NET METER, AND LABELED WITH B 3. THE METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, PLACARD "UTILITY PHOTOVOLTAIC DISCONNECT" OR STAINLESS STEEL TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY " PV PROD" IN Approval Notes: ACCODANCE WITH THE REQUIREMENTS FOR " METER IDENTIFICATION" IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD, OR AS MAY BE AMENDED. 1) PNarray system to have grounding system installed per Part III of 4. THE PV PRODUCTION METER SHALL BE LOCATED WITHIN TEN (10) FEET OF THE EXISTING UTILITY METER. IF Article 250er 2020 NEC Article 690.47 A THERE IS ANY REASON THIS CANNOT BE ACCOMPLISHED, THE APPROVAL OF THE PROPOSED PV PRODUCTION p p ( )' METERING WILL NEED TO BE OBTAINED BY THE LOCAL ELECTRIC METER SHOP. 2) If LIFER ground in not available provide or Verify Supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) UTILITY REQ'D PV AC DISCONNECT(N) SERVICE UTILITY METER E PV INVERTER N 60A, NON-FUSED,240Vac 200A, 120/240Vac,1�,3W SOLAREDGE SE1140OH-US GENERAL DUTY, NEMA 3R, PV MODULE N 47.5A MAX AC OUTPUT MANUAL, LOCKABLE, LOAD -BREAK W/ INTEGRATED DC DISCONNECT DISCONNECT SWITCH PHOTOVOLTAIC SYSTEM AND EQUIPPED WITH CONNECTED RAPID SHUTDOWN UTILITY PHOTOVOLTAIC J DISCONNECT C UTILITY METER/MSP COMBO(E) U_ 1o Q 200A, 200A MB,120/240Vac, EATON Q ! 3� REDUCE TO 175A o ADD 60/2 C.B FOR PV 17 1`.W�`I Iw ----------------■■� A LU POINT OF CONNECTION (POC) D I LOAD SIDE CONNECTION DEDICATED BREAKER m ' ' 705.12(8)(3)(2) '7 T- 200A BUSBAR T T 200A*120% = 240A 7I I 17 17 17 1i"'i CPV 47.5A * 125% = 59.375A 175A(MB) + 59.375A(PV) = 234.375A <= 240A T� _._....... GROUNDING ELECTRODE (E) E F GI P400 SOLADECK TYP. PV PRODUCTION METER SOCKET 200A,120/240VAC,MIN. NEMA 3R "CUSTOMER GENERATION PRODUCTION METER / OPEN AC DISCONNECT BEFORE REMOVING METER" Conduit and Conductor Schedule Tag Description and Conductor Type Min. Conductor Distance above roof Number of Typical Conduit Type Min. Conduit Max one way length (ft) Amb. Temp. Adder for Rooftops (°F) 40 Gauge Design temperature (°F) Conductors Design temperature (°F) Size A Mods to j -box, PV Wire 12AWG 132-140 3 x (+,-) FREE AIR MFG CABLE 20 B j -box to Inv., PV Wire 10AWG <4 310.15(B)(3)(a) 3 x (+,-,) (G) 12/4 MC *MC CABEL 30 C Inv to POC, THWN-2 6AWG 690.8(A)(5) L1, LZ, N, (G) PVC, EMT, or FMC 3/4" 10 Notes: Overcurrent Protection (A) 60 NEC 690.45-46, (G) can be #8AWG THWN-2 310.15(B)(2)(a) Amb. Temp Correction Factor Table 250.66, Table 250.122 For Conduit sizing refer to Chapter 9 Tables, NEC 100% 310.15(B)(3)(a) (3) #6AWG CU MIN. #10AWG CU GND THHN/THWN-2 3/4" PVC TYP. NEMA 14-50 OUTLET 208-250 VAC, 50A OCP PV Source Ckt Inverter Out Ckt Distance above roof 1/2 in. -31/2 in. 310.15(B)c PV Disconnect (AC) Amb. Temp. Adder for Rooftops (°F) 40 Design temperature (°F) 94 Design temperature (°F) 136.8 Max Ambient Temp. Range (°F) 87-95 310.15(B)(2)(a) Adjusted Temp. Range for Roof 132-140 310.15(B)(2)(a) Temp. Rating of Conductor 75°C Temp. Rating of Conductor 90°C No. of Current Carrying Cond. <4 310.15(B)(3)(a) No. of Current Carrying Cond. <4 310.15(B)(3)(a) AC Max Output Current 47.5 690.8(A)(3) Max Source Circuit Current 15 690.8(A)(5) AC Max Output Current * 125% 59.4 690.8(8) Max Source Circuit Current * 125% 18.8 690.8(8)(1) Overcurrent Protection (A) 60 Amb. Temp Correction Factor 0.71 310.15(B)(2)(a) Amb. Temp Correction Factor 0.94 310.15(B)(2)(a) Raceway Fill Adjustment Factor 100% 310.15(B)(3)(a) Raceway Fill Adjustment Factor 100% 310.15(B)(3)(a) Cond. Gauge (AWG) 10 110.15(B)(16) Cond. Gauge (AWG) 6 310.15(8)(16) Cond. Allowable Ampacity (Amps) 40 Cond. Allowable Ampacity (Amps) 65 Cond. Adjusted Ampacity (Amps) 28 40*0.71*1=28.4 Cond. Adjusted Ampacity (Amps) 61 65*0.94*1=61.1 11 Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster, CO 80021 Project Type - Photovoltaic Proiect Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303) 653-2868 Dag@dagpeak.com Parcel Number: 39-254-24-027 Assessor Phone # (303) 235-2855 PV SYSTEM SPECIFICATIONS 1. PV MODULE: 34 x REC360AA BLK; 12.24kWdc 2. INVERTER: SE1140OH-US 3. RACKING: Unirac Lite RT Mini 4. ROOF TYPE:SHINGLE 5. AZIMUTH:180° 6. ROOF SLOPE:12° File Name: 04 -PEAK -LINE DIAGRAM.DWG Sheet Number and Title: PV04 - LINE DIAGRAM Sheet Size: ANSI full bleed B (17.00 x 11.00 Inches) Drawing history no. drawn by revision date 01 DCG Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng.com © 2020 GODWIN ENGINEERING AND DESIGN, LLC 1/15/2021 2:53 PM A B 1 2 3 4 5 6 7 8 9 10 11 Contractor Info PV Dead Load Module and Racking Specs # of Modules Module Wmod Array Wmods Micro/optimizer Wmic PV Rail WPV rail Total Weight Wtotal Total Area AT Dead Load DPS 34 lbs lbs lbs lbs lbs ft2 psf Module Model Number Dimensions, LxWxH (in) Width Height Module Area 360AA BLK 43 67.75 x 40 x 1.18 1462 40 in in ft2 136 67.75 232 18.82 1830 PV Racking Rail, Clamps, Mounts Total Rail Length, L Micro/opt, W Unirac w/ RT mini 639.86 1 plf ft lbs per 2.86 232 4 PV Attachment Summary Max Allowable Spacing # of attachment points Weight/attachment 4 ft lbs 82 22.3 END CLAMP PV RAIL PHOTON BROTHERS STANDARD PV 7705 W 108th Ave RAIL M Westminster, CO 80021 `ID PV MODULE ---- PV ROOF MOUNT ____-_= ______________ COMPOSITION SHINGLE TYPICAL 2" x 4" ROOFING ROOF TRUSS SYP S.G. = 0.55 00 24" O.C. _ LID N TYPICAL 2" x 4" Project Type - Photovoltaic ROOF TRUSS PV MODULE-,,--'-' ODULE SYP, SG = 0.55 RT MINI Project Location: 24" O.C. PEAK RESIDENCE LAG SCREW 2777 Depew St, REFER TO TABLE 1 7 REFER TO TABLE 1.1 Wheat Ridge, CO 80214 FOR MAX OVERHANG FOR IN. LAG DIA. ANDILAG LENGTH (303) 653-2868 FROM LAST ATTACHMENT 3'-4" *MOUNT CAN BE INTO Dag@dagpeak.com ROOF TRUSS OR ROOF DECK BUILDING DESIGNPROPL9TTIES S"MatWas IlriT ALLOW. CLAMPING AREA - TOP DOWN 13 CONNECTION DETAIL - SIDE VIEW Parcel Number: 39-254-24-027 BASK WIND SPEED 1' 11R . mph A Sure 26.5 -IC, page 249a ROOF PITCH a adegrees Scale: deA Scale: 3/8" = V-0" Scale: 1:16 Assessor Phone # (303) 235-2855 MEAN ROOF HEIGHT h is * I ft ROOF SETBACK a 3 h AMUSTMEhIrFACTORFOR BUMNG END CLAMP PV MODULE INTEGRATED COMPOSITION SHINGLE HEIGHTAN EXPOSURE A 1.21 Flgure30.5-1, pg 347 GROUNDING MID CLAMP ROOFING TOPMA"WALFACTOR K 1 Igure26.8-1, pg 252 PV SYSTEM SPECIFICATIONS E)WOSURE I C 1. PV MODULE: 34 x REC360AA BLK; C EFFECTIVE WINRE D AA 10 sf ,, �;.� :.:...«f r. 12.24kWdc ""' ' "�'"'""""" �'"°"nn 2. INVERTER: SE11400H-US ZONE ZONE ZONE ll ;' . I.' s; "� 3. RACKING: Unirac Lite -RT Mini VARIA9IT DESCRIPTION SYMBOL VAWE VALUE WIJF UNIT REMNCE:AME7.10 4. ROOF TYPE:SHINGLE NET DESIGNWINDPRESSURE (UPLIFT) P_00 -19.9 -34.7 -51-3 PSI Flgure10.5.1,og346 a sr_ s �< 5. AZIMUTH:180° re30.5.1.346 NET DE57GNWINDPRSSl1RE�I7O15'N} P,,,,, 20.3 20.3 2D3gst F gu p8 .vr ..Iry,+m ••u��•n+.sw•n ,amldKs: NET DESIGN VANDPRESSURE (UPl P. -24.09 -41.99 -62-07 psf alor.rlol�v,_„�=)Sf[I,rP,,,l� .I LAG SCREW 6. ROOF SLOPE:12° NET DEUGNVANDPRESSURE iDOWN) P,,,.,� 24.96 24.56 24.56 psf calculallon:Pz,ei,,,e#I1V4XP_M TYPICAL 2" x4" REFER TO TABLE 1.1 PV ROOF MOUNT KIT ROOF TRUSS FOR MIN. LAG DIA. DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT L -FOOT W/ FLASHING SYP, SG = 0.55 AND LAG LENGTH File Name: DEAD LOAD D 2-86 2.86 2.86 psf 24" O.C. WLOAD 5 30 30 30 psf CONNECTION DETAIL - FRONT VIEW 06_PEAK SHINGLE_QPEAK RTMINI.DW DESIGN GNIh'INDLO�D W -24.06 -41.43 -62.67 psf ASD DESIGN LOADiLPUFTI Pte,,,, •16.90 •30.81 •45.37 PSI QkuU&hnPa„,=D•SQ"O.GjWiasd} Scale: 3/4" = 1' DOMFORCE CASE I P.. 33 33 33 Psf caveat M P_,=IbO+1-OS Sheet Number and Title: DOWNFORCECASE 2 Ps,,, 27.421 2742 27.42 pIf carn4atlon:Py..,=1.t1D+1.OW DDOMtQACEUSE 3 P.,.„ 1 43.79 43.78 43.791 psf calararlon:P,,,,,=1.0D10-75s+0,7SW PV06 - PV ATTACH PLAN DESIGN FACTORS & CAICUTATIONS FOR THE USE OF L-FOOTANCHORS DESCRIPTEON SYMBOL VALUE VALUE WQUE UNIT Sheet Size: MODULE WIDTH B 128 3.28 3.28 ft TOFALDFSIGNLOAD IUPLIFTI P -16-94 -30.81 -46.37 psf ANSI full bleed B (17.00x 11.00 Inches) TOTAL DESIGN LCWD(DOWMFORCE) P 27 42 27.42 27.42 psf 1-011 TED DiSTAMULOAD {UPLIFT} w -77.77 -50.52 -76.04 pB Calculation: lculation: w = PW2 w.,nnt..n ov.. DISFRIBUTED LOAD (DOWNFORCE) w 44.97 44.97 44.97 pB aLeulation w = PW2 '' "" a "� °' 's g history RAILSPANBETWEENANGHORSPONTS L 4 2ft PV ROOF MOUNT KIT Drawing evi no. drawn by revision date POI NT LOAD {UPLIFT} R -111-10 -207.x11 -T57-ax les awdatlon:A=PLB/2,`....r�.+°" ' 01 DCG 1/15/21 POINT LOAD (DOWWOREF1 R 179-89 179.89 89.96 let Calculation: R =PUV2 •►..max•.,., -� L -FOOT CONNECTED BY lag sc rew to �`I�, PV RAIL. E SWofic Grauxy G D-55 0.55 0.55 Tale 11.1k NDS 2005, page 68 l5outhern Pinel Design Min. Dia. of Leg St rew D 0.3125 0,3125 0.3125 In Pullout Value of W 30&&17 306.87 306.971hsfn W=180001i1D1' Godwin Engineering and Design, LLC 9ofLag screws 2 2 2 8378 Foxtail Loop Thread Length T, 2.3125 2-3125 2.3125 In Tablel2,NDS 2005 Pensacola, FL 32526 Design Pullout Value per Mount W, 709 6+1 709.636 704.636 W, = W' ITof Lags'I, PV MODULE D. Chad Godwin, PE SAI FACTOR SF 15.39 3.51 4.67 CaWMIon: SF=W„R (Upllfil .w.r>w wr...a. •..r�.I....I...e. wi�..uW..�,.rwNnV.N+..+'•-���M ROOF T R U S S LW/.+Y �'.A�\VM eW IN/rr l.+/A.ti'+•/ rW Iqw l Ir1rJa�Y. I.J ren\/. Ire •..r wMnaH FfT. •. I 11 I 11 ty of . 17 -0 13 -2 a C.11,16 age 1111% r1 tare. 1111.0{r' �• s u ` Pf TYP. RAIL LENGTHS RAIL SPLICE G -_ iiM{ ■ � �... • -■ CIM.I. DLIV. Ill MM.]YVIAWY. �.... }.w•al�a1•r�11 ■w.[.yj D MODULE ATTACHMENT PLAN W/ RAIL LENGTHS ©2020 GODWIN ENGINEERING Scale: 3/16" = V-0" AND DESIGN, LLC PV06 1/15/2021 2:47 PM 191 E F REE ALPHOC BLACK SERIES REE ALPHOC BLAEKRIES PROOLICT DATASHEET cEHT1ncATlaNs -"� ---M-- E16m520161EC617302016.UL DsuL6n3o rl 'IEC 62804 PID 172112s [67 ve 11A .211111 assvu w IECOM Salt Mort R s 9 IECU715 Ammonia Ressra..a VLI703 Ins Typz Class2 IEE627e2 Dynamic Memamral L°aa [be bans z Well =i.onaf3smml As4040.2NCC20B C,do Wore Load 150140013004.1509001301$ Ohl I12007 AA.CE 0 "s WARRANTY anned _ 20yroundeau...... ry MaxlmumannualpoWerdegressanaf0.23%p.a. Gwranlees92%of ppweraRer25years Ee nq[ma torr eM1 raaaae. MECHANICAL DATA to D Ins: fi)0 IOxl21n(I)ZIxI01fix30mm N - IR8,01,11.9 +GENEIRALDATA 355 cnbox: o nPo M°' °runs^`"m'"IN 3sarL36y�stlwdes,IPSJrated �� agile (19.548) IZOM1aIf-.tells MfA RED tell type'. M1ehannoth°neellhcM1nol°gy m°Isfl rtlmxwlrnlEC6Z290 -0/6 -0/�5 'See nsta al °nmanua form°unt ng nstrun ons 2 6radrigeof20celle in series12AW614mmaleyere39.47ou 8 il2.1 Operzti°nalhmpeaWpe -4o reSC � La6le' aram4pen."CNip61a a IOODV Glass: anmre0eccmnwrfaaecrea<ment SEWMMe4wK8M eesignlpndpbsnew Pa 9.60 HigMyretlstarrt C°^^°@tors' war—olle.4mdo' FT 7DO D461b5ydgftp JDaopalw6mz/ag R( Baekeneec poly..@mmvucfion 44.5 Ip6Bnnlywaena noun.. Designload(- j:wintl 2E66Pa(55blbs/zp hr No—�' Anoeazedalummum(blatk) Origin _ IQ1e EOOalit MOCIall8351bs/sq fij _ Use ra Z86 zo9 212 v As11a 7ss¢p =f1. 1 IECU715 Ammonia Ressra..a VLI703 Ins Typz Class2 IEE627e2 Dynamic Memamral L°aa [be bans z Well =i.onaf3smml As4040.2NCC20B C,do Wore Load 150140013004.1509001301$ Ohl I12007 AA.CE 0 "s WARRANTY anned _ 20yroundeau...... ry MaxlmumannualpoWerdegressanaf0.23%p.a. Gwranlees92%of ppweraRer25years Ee nq[ma torr eM1 raaaae. MECHANICAL DATA to D Ins: fi)0 IOxl21n(I)ZIxI01fix30mm N - IR8,01,11.9 +GENEIRALDATA 355 cnbox: o nPo M°' °runs^`"m'"IN 3sarL36y�stlwdes,IPSJrated W-gbb MAXIMUMRATINGS agile (19.548) IZOM1aIf-.tells MfA RED tell type'. M1ehannoth°neellhcM1nol°gy -071 *5 rtlmxwlrnlEC6Z290 -0/6 -0/�5 'See nsta al °nmanua form°unt ng nstrun ons 2 6radrigeof20celle in series12AW614mmaleyere39.47ou il2.1 Operzti°nalhmpeaWpe -4o reSC 013iuchins1e—InlasswnM1 La6le' aram4pen."CNip61a Maxlmomsystemvollege: IOODV Glass: anmre0eccmnwrfaaecrea<ment SEWMMe4wK8M eesignlpndpbsnew Pa 9.60 HigMyretlstarrt C°^^°@tors' war—olle.4mdo' Maximom.es.load('l: 7DO D461b5ydgftp JDaopalw6mz/ag R( Baekeneec poly..@mmvucfion 44.5 Ip6Bnnlywaena noun.. Designload(- j:wintl 2E66Pa(55blbs/zp hr Forme. Anoeazedalummum(blatk) Origin Mndeln5iragnppre Maximum... laad(-l: Maxzenez Fuzeran2577 MOCIall8351bs/sq fij _ g ELECTRICAL DATA@STC Product Code RECxxxAA Black MoompersecerrenE 25A all... a1Power Pn,p(wp7 355 9E0 365 370 3751 Cala.stirsescad yfatlomFl1 A Watt Class Son. ng Wf -071 *5 0/e5 -0/6 -0/�5 'See nsta al °nmanua form°unt ng nstrun ons 2 �q 9f TEMPERATURE RATINGS' o EMPIEob TURIErRATINmpemiure Nominal Power Vol. age Vn„ry) -ailed 38.0 38,3 3971 Nominal Power I ,,eue,hr 955 9.60 966 9R' No 4PC '2'Q a - Anchor..triInge V,(A E37�4 44A 443 44.5 —� 446SM1 LemPera.uremeffidentofP -0.26%/'C ' Creartf rent la(A) 1023 10,26 1030 1840 T p r ¢ Wer"",,, 024h CP lEfficiency(%) Z86 zo9 212 114 Torlel-oloccorgican oru 904%/2 ValunalebraaNNrtmiartlons lSl Galrmas ompor so Pi da-Chase°a°napmautll°n 'iM1mempuaumroctitlntssvmdamrinnrealucs ,n AMlilmhimu lO.hveropr ELECTBICALDATA@NMOi Product Crell BECxxxAA Black LOW LIGHTBEHAVIBOR m N mull.PmplWp) 270 274 278 282 285 Typizallowlmdlancaenif---naofm°dulertAL m N : m V se v (v) 352 355 358 361 364 e NintrucaPswerturrent logs) 767 7T 7,76 C 780 785 x' S rc Ope Dacts, V IV) 414 416 417 419 420 sten ShocCusultCurrend 111 823 826 829 &32 840 § p r waae='leri - ,—.. n,w 1Mnob,- ` kmlwfM/m'1 . t Funded °y corepl 1996 SEC d' 8 st y solard 1 frond II 18i eallyb gligually pg d extending Y C REC down M1 Id IF reliablef clean \y + )Y rent SEC nwm d p tl [ 9 Ity Wp orted by the 1 i warranty "G i [nholder, HEC' DI . 1 k Eke. .21a sorcn itiitrwaY a. instioners, 2000 PmP4 Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Defeew St, Wheat Ridge, CO 80214 (303)653-2868 dag@dagpeak. com Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECIFICATIONS 1. PV MODULE 34 z REC360AA BULK EnhAdc N 2 INVERTER 8E1400H U8 3. RACWNG U kacGle RTMini 4. ROOF TYPE SHINGLE 5. AZIMUTH 180° 6. ROOFSLOPE I2 - File Name R01H 0 PEAK G5 305330 OWG Sheet Number and Title. R01MODULEDATASHEET Sheet Size. ANSI lull bleetl B (P 00 s 11 OO Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola FL 32520 D. Chad Godwin, PE Ch d@g tl Ineng boor @2020 caoww ENGINEERING R01 AND DESIGN. FIC 191 E F N w •ee• •ee• e e Optimized installation with HD -Wave technology ! Specifically designed to work with 1 Extremely small power optimizers / Record-breaking efficiency / Built-in module -level monitoring if Fixed voltage inverter for longer strings / Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data, ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) / UL1741 SA certlfed, for CPUC Rule 21 grid compliance ADDITIONAL FEATURES gsasa no -ea A ige(wnma9. Sonar naxonall Ira . hard shumwm upon X OW 0l-1. STANDARD COM PIIANCE ULP41. U1Pa156 UL16900. C5A=.. 9wrix. AFCI Ouogi A RL M INSTALLATION SPECIFICATIONS �Inp�n Ca�J'.ir>im/gn11sr9%/ WGa ge 1' Malmun/ "D µNG r 1-2 Aiilgs/166 AWG / Single Phase Inverter 1' Ml113 xnn,1149 AWG 1--1 With HD -Wave Technology/ for North America 177 x 116 x60/ 450 a 370 1174 Single Phase Inverter Z SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US/SE10000H-US/SE1140OH-US z2/N 2sVn4 26z/n.9 with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / ` M T 10 OUTPUT sl Is' s' — .11' 1 a'1 Ne,. AT Power Onto, 1. In111dov SCW "";n axv ]dA IWGn 33m ezaev saw®zwv Is nervim's' IGDwe2Gev Ma,mum Klbver Oulryl 3M 3mo as.w 33W ®H6tl SW SWO@1�V WIN ,6%q "d40��w vA CAMP, 0nageMln Nm:M x D" aabrg , - ACDulou .1iMi.Aom.M_ Int -1 la SE760OH-US / SE1000OH-US / SE1140OH-US 9 eden�5y „Np.- I„ �„ LA AC FmPl,enq w,Mnan saa.s9. w.s^ MaxMnum Lominuoua WlgR cwm,"AW lu 16 PI zs 3z 12 ns Maaimum Con4nuous WIST, CunmIOZWV I6 - rid - - d.o Gipl iMesnmO 1 unly Mmibiy, hlaMly Vm¢Non. CaumryConfiguratk ThraMlGs N w •ee• •ee• e e Optimized installation with HD -Wave technology ! Specifically designed to work with 1 Extremely small power optimizers / Record-breaking efficiency / Built-in module -level monitoring if Fixed voltage inverter for longer strings / Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data, ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) / UL1741 SA certlfed, for CPUC Rule 21 grid compliance ADDITIONAL FEATURES gsasa no -ea A ige(wnma9. Sonar naxonall Ira . hard shumwm upon X OW 0l-1. STANDARD COM PIIANCE ULP41. U1Pa156 UL16900. C5A=.. 9wrix. AFCI Ouogi A RL M INSTALLATION SPECIFICATIONS �Inp�n Ca�J'.ir>im/gn11sr9%/ WGa ge 1' Malmun/ "D µNG r 1-2 Aiilgs/166 AWG 1' Nil pd -a AWG 1' Ml113 xnn,1149 AWG r, 6meMionsmM Sakly SmlN wwraD) 177 x 116 x60/ 450 a 370 1174 )t3al16xi3/SdOx3]Ox165 wcgMwnn SaleN swMl z2/N 2sVn4 26z/n.9 me/776 ^e0e rvaMs <251 <50 coago NNIPA Mlon .loon, ATcela0lre 5yl¢ -ISA Pa 1-15. u..i- AFF /-.10'COplloW aabrg NEW 0 Ili with sale, swmN - ROHS Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303)653-2868 dag@ddagpeak. Tom Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECT FI CATIONS 1. PV MODULE 34 Z REC36OAABLK 12240Vc 2 INVERTER SE11400H US 3. RACWNG Unirac Dle RTMini A. ROOF TYPE SHINGLE 5. AZIMUTH 180' 6. ROOF SLOPE 12' File Name R02_I NVERTER_SE-H oWG Sheet Number and Title. R02- INVERTER DATASHEET Sheet Size. ANSI full bleed B (17 00 s 11 00 Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng. cam 02020 GODWIN ENGINEERING R02 AND DESIGN, Luc r, solaredge.com solar - e • �,..-� �a. ". r,".« - ""'*r'u°" '"" -"�' ROHS Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Depew St, Wheat Ridge, CO 80214 (303)653-2868 dag@ddagpeak. Tom Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECT FI CATIONS 1. PV MODULE 34 Z REC36OAABLK 12240Vc 2 INVERTER SE11400H US 3. RACWNG Unirac Dle RTMini A. ROOF TYPE SHINGLE 5. AZIMUTH 180' 6. ROOF SLOPE 12' File Name R02_I NVERTER_SE-H oWG Sheet Number and Title. R02- INVERTER DATASHEET Sheet Size. ANSI full bleed B (17 00 s 11 00 Inches) Design Godwin Engineering and Design, LLC 8378 Foxtail Loop Pensacola, FL 32526 D. Chad Godwin, PE Chad@godwineng. cam 02020 GODWIN ENGINEERING R02 AND DESIGN, Luc 191 E F Power Optimizer MID O For North America P320 / P340 / P370 / P400 / P405 / P505 M TO v N M PV power optimization at the module -level / Specifically designed to work with SolarEdge nverters / Up to 25% more energy / Superior efficiency (99.5%) / Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading / Flexible system design for maximum space utilization solaredge.com / Fast installation with a single bolt / Next generation maintenance with module - level monitoring / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVR59) / Module -level voltage shutdown for installer and firefighter safety solar- • • / Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 ev ingc dP 60 no RED PUT, `Mc (Wc a.loveral rimae rel M'PTopemagg range 9 a a 60 a 90 lzs ms lz_ e3 We M�murt fiartQrcutt Qu'enl -1 101 Id Aa Wr. WeNh-it EIAPAS sae sae Pe .—SED, canon OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Menirtu, OU' Cunenl IS AS, Mmrrurall Mld9e 59 PS We OUTPUT DURING STAN Day (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Salelyculpur Wttageper .ipl Utic er0plmlzer STANDA_ RD COMPLIANCE EMC- FCC Pers Raze e, 1 6 2, IEC61OCC 6 3 ,at, Iclaull :cafe I sn",1111, Melcull uL36Vd, Wagon—_ 16 INSTALLATION SPECIFICATIONS _ Nhaeurgin, Nlal "Ech 1W0 on, tallage Conponsle Inverters All Seal Slagle Phase are Three Phase inverters onaa;0�a;w.L. E; Taz19z333/ R3xP9zd9SC vv9x'f2x39/ rzs.ls3.ns rsls.v �rn7in SIs6x3 Slr63x19 51064/23 WNgk Qn[lutlinq aha) Al ]50/V 98/19 1060/23 311,lb In°u[ConnsPor gas Singeoicual 'Pe" lar lmla-0th ",CEO r/P a¢nm'M re PSI,, m°naaor Double l'sleteOT MCd Ooroutwm length 0921+ 11,19 TIP apareMg emrerlAll 0C SEE 00 tai v'F 1. PrNin ant, IPi AboA6P Relative HumcM D too `6 ewo—rvnm hull PIT or. Modlar.tn ePle lasNo, tneanct-nlln.ed NEC EELS ano, osopit oftni D, unit ,,, the, pal nr od End—ta.,e an' IT ,-,rove m0ewa, one nt ndto nnevm... a�n e, c—Par fore rdltmamptaua.em. scTna Sward, Ann l.epooae. Dori o'a>°.-00111�Terlar11 Dl-FonATtenn� a nalerr,,,dsaue. " viColn,- ?e�ar-aweaerowsn,,wr,apet vvm5;ron°w5W mm1— mmPIC pit ro .rte I m,ORl vnn ranla m a Than 111. vswl xr CTS 11 loan t, re, on , D. dPDT— near®n as grin lei P.O[WI 0 Ed -A. same— .°;.`�noe �at,o.r�,Te�4��.. AnloarraTemovdMr,—I.duara,eaburugaolP1.'�..°s. G. ROHS IMnRk Contractor Info PHOTON BROTHERS 7705 W 108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 CE RA, St, Wheat Ridge, CO 80214 (303)653-2868 dag@dagpeak. com Parcel Number 39-254-24-027 Assessor Phone # (303) 2352855 PV SYSTEM SPECIFICATIONS T PV MODULE 34 x REC360AA LEK 122dINdc 2 INVERTER SE11400H US 3. FROWNS Unirac Gla RTMini d. ROOF TYRESHINGLE 5. A➢MUTLE 180- 6. ROOF SLOPE I2- File Name. ROHR OPTIMIZER DATASH EET.DWG Sheet Numher and Title. R03- OPTIM IZER DATASHEET Sheet Size. ANSI full bleed B (17 00 s 11 00 Inches) Design Godeen Engineering and Design, LLC 8378 Fol Loop Pensacola, FL32526 D. Chad Gotten, PE Chad@godwinengmm 02020 GODWIN ENGINEERING R03 AND DESIGN, LEG �MSOLARMOUNT M18180- U N I RAC E3 SOLARMOUNT AgeUNIRAC P.Imllgh Yllmmwh NV designed ' got installers OTT OPTIMIZED COMPONENTS ed to reduce installation steps INTEGRATED BONDING & PRE -ASSEMBLED PARTS Ctmpaalls arepreassanpkdstl tWMtm lomdwpinsfaNlgn StepsaA sart MlxfkaliW r wire awgramduW&mnaWg Podns@Imnalmmppamaamgmamrgslrapsorpompgprgmsb d grounding ap oir UT mJapNC Wagon IM1BIIdN f& undartwAinvo1ra underground do Mr. automated an easier installation. 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OPTIMIZED COMPONENTS an VFFISATILITY • DESIGN TORI.S a DUALITY PIRIOVVQER PROTECT YOUR REPUTATION WITH QUALITY RACKING SOLUTIONS BACKED BY ENGINEERING EXCELLENCE AND A SUPERIOR SUPPLY CHAIN 1/15/2021 2:48 PM K E nnl' ��pp��';; o ii:U,I 1RMWr »� ooF z $oQwz� E 0 F v a Sune5 ,2019 zJQO Q-4 z OO Y� QQa MST a3 m O �ILQ}N Q� �L0a tq�J}N R'L E� A �l w Re: SOLARMOUNT RootTcch RT Mini O an GNO VT1V15NI 31dV?J 1V `< OO ry_I W_ To Whom It May Concern, 11" Od0101 IXVW ..L µ0m17111 I P 0 m The interface and hardware between the Rooflech RT -Mini and the Unimc SOLARMOUNT L -foot are compatible and ry -L 0 - - can be used in conjunction with each other as shown in picture below. z H 1c. ,' O qjR wQ0 Z- 'wJ ti�4nw U'u W L7' O F z p J 0 W c did Z rcNR� / I J QJ O Z Q ED a z ,o ryz --------- -- - UZ F� E IYP .b Q ~O� Shrimp has not analyzed or tested SM racking products in conjunction with this solution. The installer is solely pz Q �tl�W9 .- _ UU QLL O� Q c o a 3 W m o Zz s - OFG responsible for: m 2q g c K Q N u� U 3 p N • Complying with all applicable local or national building codes, including code requirements that are more d N ys W j O J K R i V O0op 3d0"15 MNOa N I o 0 strenuous than the guidelines set forth in the install manuals; � x u..�.. a Q N • Ensuring that the products arc appropriate for We particular installation and the installation environment, Z N m ZZ z • Ensuring that the roof, its rafters, its insulation, connections, and any other structural support members can V su ort the arm under all code level loading conditions this total building assembly is referred to as the building PP Y 8 C g Y g SNOIl 7V15NI A7 a ld/esOIV — structure); -tiva do do of wnwIXVw , RI v • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure, and topographic factor should + ^f mmm'Imm qT O rn be confirmed with the local building official or a licensed professional engineer P 0,doV on E 0 Please contact Unimc with any questions. a N o 11 %,�y�c"wa?LL9mT,l;, Q a =to s Regards, o iti o L ///�1zC Cori %OPt%804 , , — a / Q 0 Connor Motnson 4 rA Residential Product Manager z Univac, Inc. • www.unirac.com O O �w0 OOr z� OOQ w?ly Q 1411 Broadway Blvd. NE • Albuquerque, NM • 87102-1545 • Ph: (505) 242-6411 • Fax: (505) 242-6412 Q JJQ Q O 4 O O z I§�m x ZW f9 % x�R 3E1019 Wil �7 w3 KS �f 11 Contractor Info PHOTON BROTHERS 7705 w108th Ave Westminster CO 80021 Project Type- Photovoltaic Project Location: PEAK RESIDENCE 2777 Defeew St, Wheat Ridge, CO 80214 (303)6532868 Dag@ddagpeak com Parcel Number: 39-254-24-027 Assessor Phone #(303)2352855 PV SYSTEM SPECIFICATIONS 1. FVMODULE 34 z REC360AABLK, 1224kWtic 2 INVERTER SE11400H US 3. RACKING Uniac LR -PT Mini 4. GO0ELOPE :SHINGLE 5. AZIMUTH 180- 6 ROOF SLOPE :12 - File Name R04_R00E-TECH_RT MINI_LETTER. Sheet Number and Title. R06 - RACKING DATAsw EET Sheet Size. ANSI full bleed R (17 00 x 11 00 Inches) Design Godwin Engineering and Design, LLC 8378 Fined Loop Pensacola FIT 32526 D. Chad Godwin, PE Chad@godwineng com 02020 caowlN ENGINEERING Ros AND DESIGN To 1* � � i City of Wheat Ridge �� Residential Solar PERMIT - 202100128 PERMIT NO: 202100128 ISSUED: 05/05/2021 JOB ADDRESS: 2777 Depew St EXPIRES: 05/05/2022 JOB DESCRIPTION: Solar installation of roof mounted solar PV, 12.24 kW, 34 panels. *** CONTACTS *** OWNER (3 0 3) 653 -2868 PEAK DAG SUB (303)513-9269 DAVID RAICHART 160040 PHOTON BROTHERS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31600.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 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, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. 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N N o, C CL rD E: m IV. 01 a CL 19H f�D fD fD. d d 0 O h rt 27 (' 3 3 5C C .t H rt m m D .a rt S En OJ .a r 'D D' •G M m En �19' w 01 Vi - 0u = OQ R rn d a a _ O C. fD r+ fl. ° ° 3a c g o=i m A "a co 3 rt in IA' d cr"n f�D -rts o n 3 a ° a, o 9 M °In 3 M CL m o• a 0 _ @f9 r @ O � C �. � C7cr m n O � 3 a 1* � � i City of Wheat Ridge �� Residential Solar PERMIT - 202100128 PERMIT NO: 202100128 ISSUED: 05/05/2021 JOB ADDRESS: 2777 Depew St EXPIRES: 05/05/2022 JOB DESCRIPTION: Solar installation of roof mounted solar PV, 12.24 kW, 34 panels. *** CONTACTS *** OWNER (3 0 3) 653 -2868 PEAK DAG SUB (303)513-9269 DAVID RAICHART 160040 PHOTON BROTHERS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31600.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 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, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/05/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 2777 KENDALL STREET WMAT RIDGE, CO 80214 (303) 423-8982 Fax: (303) 423-0067 FIELD OBSERVATION REPORT City of Wheat Ridge Building Department 7500 West 29"' Avenue Wheat Ridge, CO 80215 Engineer's Job No.: 3176 Permit No. - 201500344 Project Address.- 2777 Kendall Street Wheat Ridge, CO 80214 Type of observation: General contractor: Robert Malouff Date of observation: I certify that the above items were observed by a qualified person under my supervision on the date indicated and that the items listed and dated were in conformance with the requirements of the engineered plans prepared for this project. Robert L. Malouff, P.E. City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, Co 80033-8001 P: 301235-2855 F: 303.237.8929 January 12'h, 2016 Owner/Occupant 2777 Depew St. Wheat Ridee. CO 8 -**33 Owner/Occupant, UUMMice WIWI Vic j Taing iFivisidons Mocument retention policy, the asso ated plans an or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents 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 am. and 3:!0qTxwwRWMZ0MWMRt,-Fj6oj�,, at the Building Division offices located at 7500 W29th Avenue in Wheat Ridge. IMEM Melissa Mackey Sem or Pe it Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 Amm.6wheatridle.co.us www.ci.wheatridgcco.us Certificate Of Occupancy Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201401164 Issued: 07/24/2015 Stipulations: New Single Family Home - 3966 Finished sf and 1.050 Unfinished sf. This certificate verifies that the building constructed and/orl the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied - All other licensing requirements for the City must be Owner: MW REAL ESTATE 2777 DEPEW ST WHEAT RIDGE CO 80214 Contractor: For the Following Purpose: Single Family - New Code Editions ,Z012 ICC/2014 N :2'2006ICC/2011 N 2006 ICC/29.05 N Other NO change shall be made in the USE of this building without prior notice and a new Certificate Of Occupancy from the City of Wheat Ridge. Fe u lingector Zoning A, inistrator CTj RTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES Michael P. Sheridan, P-E 9927 Hurty Avenue Conifer, Colorado (303) SU4707 March 7, 2015 r . "- C. z/ 0 / / 6" V For Wheat Ridge Building Department Ridge, Colorado Pertnit #: - 10 k k� F ---- Electrical Contractor Company Name: Phone #: State License #: Master #: Signature of Authorized Agent D I Plumbing Contractor I sm Date Mechanical Contractor t-ompany Name: Phone: Wheat Ridge License #: Signature of Authorized Agent Date F 1 111 4 1 111PRIJI I I 11� I� I et e Mel I ina Macka From: Sara Hopkins <sara@ cop ipes.com> Sent: Wednesday, February 04, 2015 3:01 PM To: Melissa Mackey Subject: Licencing 1111, llni�11111g�11111 111111111gigpi qvill I I I � I I C I it I I IN Im" MWENOWN.Tay.mv M- Ile a coi to MaKe sure Ina e piumm ng wor - ae o usaswell. Please letme knowwhatall I needtodosothatwearegoodtogoonthis. My cell is 720-327-7923, and the office number is listed below. Richards state master expires at the end of the month and once I renew it I will send you a copy of that also. T(I '( Sara 310 POns lice Tanager of Coforado (Pipe,&,r, (Pfione:30.3,227,3146 TavC, .303.744..1314 COLORA v4 PIPE&PLUMBIN SVR',VVC`�R - VVATCA, - eL"MOfN0 T(I parer. €x ylfvn AM Pf P *.r v � . rc, x 1" i ♦: # tit Sq. FULF 49 Btu's Gallons Amps Squares Other 'l I 'll �`:.. N P 1..., , 1 :Y 4 ?. �g (if different than property addre Addre C ity, State, zi Cc) ' RW td F �Mo FY Complete all h on UU M sides of this form 4 5, (Check all that apply) NEW COMMERCIAL STRUCTURE n ELECTRICAL SERVICE UPGRADE 0KK Make Htg Clg nla Outside db ( °F) 1 91 Method Simplified Inside db ( °F) 70 75 Construction quality Average wt,040010 Design TD ( °F) 69 16 Fireplaces 0 D aily range - I i Inside humidity (lo) 50 50 Wheat Ridge Buil a t e Moisture difference (grub) 61 -4 Make nla Trade nla Model nta AHRI ref nla n1a Area 0 Stuh 0 OF 0 cfm 0 cfmtStuh 0 in H2C nla 2274 ROOM NAME Area Htg load Clg load APPRA Gig AVF (ftZ) (Btuh) ( * �.,) to : i s pe i,? rls(cfm) Base /Main 2274 32732 2Q1 ° tf i � P 1120 w s Upper Floor 1128 18987 884 A ,jb� Entire House 3402 5 171 9 ate 1558 2004 Other equip loads 4885 �. a Equip. a@ 1.00 R M Latent cooling 3i��r��i 3327 ��� ,,. )�l; TOTALS ° 3402 56604 33277 1558 ° 2004 Load Short Farm Job: 2 777 Depew, Wheat Ridge Date: 9/30114 ., Base /lain B R and R Heating & Cooling Inc. 10 05 E 75th Ave Denver • 80229 Ph one: M Project Information 4EATING EQUIPMENT C OOLING EQ UIPMENT Fake Goodman Mfg, Make Goodman Mfg. Trade GOODMAN Trade GOODMAN Model GKS90703BX Cond GS 160361 F AHEM ref 2002156 Coil CAPF 636B6D 1146 14476 AHRI ref 5963579 92.1 AFUE Btuh 69 000 w 51520 Btuh •r OF 8 cfm 0.50 cfm/ M (cfm) R � 26880 Btuh 6720 Bash 33600 Btuh 1120 cfm 0.055 cfm/Btuh 0.50 in H2O 1.00 (cfm) ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft (Btuh) (Btuh) (cfm) (cfm) Basement 1146 14476 2223 391 123 Dining 128 3343 3676 104 204 Entry/Strs. 169 2916 2454 79 136 Kitchen 210 1882 1864 51 103 Livivng 309 5665 7435 153 412 Office 188 3949 2536 107 141 Pantry 42 0 0 0 0 Powder 37 0 0 0 0 Wet Bar 44 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Base/Main 2274 32732 20189 884 1120 Other equip loads 3084 0 Equip. @ 1.00 RM 20189 Latent cooling 0 "Tr)TAI C^ B 79 ?A lG09C 1 1^40^ 1 nn• 1 A inn Load Short Form Job: 2777 Depew, Wheat Ridge Date: 9/30114 Upper Floor By: R and R Heating & Cooling Inc. intormation For 2777 Depew, Wheat Ridge lagaffi��� Make Goodman Mfg. Area Make Goodman Mfg, Dig load Htg AVF Trade GOODMAN Trade GOODMAN (Btuh) (Btuh) Model GKS90453BX (cfm) Bath Cond GSX160241F 51 1210 AHRI ref 2002155 43 70 Coil CAPF3636D6D 63 1178 716 42 AHRI ref 5753020 Bedroom 1 Efficiency 92,1 AFUE 3907 Efficiency 12.0 EER, 14.5 SEER Heating input 46000 Btuh Sensible cooling 18880 Btuh Heating output 34240 Btuh Latent cooling 4720 Btuh Temperature rise 56 *F Total cooling 23600 Btuh Actual air flow 674 cfm Actual air flow 884 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0,50 in H20 Static pressure 0.50 in H2O Space thermostat 0 0 Load sensible heat ratio 0.98 ROOM NAME Area Htg load Dig load Htg AVF Dig AVF (fe) (Btuh) (Btuh) (cfm) (cfm) Bath 51 1210 1066 43 70 Bathroom 63 1178 716 42 47 Bedroom 1 210 5401 3907 192 256 Bedroom 2 198 4602 3484 163 228 Laundry 20 396 853 14 56 Master Bath 104 2814 1514 100 99 Master Bedroom 210 3386 1965 120 129 MBR Closet 70 0 0 0 0 Upper Hall 202 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Upper Floor 1128 18987 13505 674 884 Other equip loads 1861 Equip. @ 1M RSM 13505 Latent cooling 282 T(ITAs 4Z t L- Design Conditions Location: Indoor: Heating • Cooling Denver, CO, US Area Indoor temperature (T) 70 75 Elevation: 5285 ft Cig HTM Design TD (*F) 69 16 Latitude: 40ON Btuhlif-T Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 611 -34,0 Dry but b (OF) 1 • Infiltration: Dailyrange (OF) - 27 ( H Method Simplified 0.065 V*tbulb(*F) - 60 Construction quality Average 511 VVind speed (mph) 150 T5 Fireplaces 0 21,0 , 13 wrights .. oftRight-SufteV Universal 2015 15A02 RSUI 3114 Pa 2Q14- Sep- 3013: 6 ge I ."ndslBrendanOsbome(2777Depew,Wn eat Ridge).rup talc =MA Front Decor faces: S Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain St' Btuhlif-T ft BILhIft' Stuh ettb/w Stuh Walls 12F-Osvv: Frm wall, 318" wood shth, r-21 cav ins, 112" gypsum board int n 634 0.065 21,0 4.48 2841 0,81 511 Irish, 2"x6" wood frm, Wo.c, stud e 260 0.065 21,0 4,48 1166 0.81 210 s 777 0.065 21.0 4,48 3485 OZI 626 w 367 0M5 29.0 4.48 1646 0.81 296 all 2038 0.065 21.0 4.48 9138 0,81 1642 Concrete Base: concrete wall, r -11 ins, 8" thk n 440 0Z83 11.0 5.73 2520 031 310 a 315 0.083 11.0 5,73 1804 0.71 222 s 412 0,083 11,0 5,73 2360 0,71 291 w 315 0.083 11.0 573 1804 011 222 all 1482 0.083 11.0 513 8487 071 1046 Partitions 12F-Osw: Fret wall, 318'" wood shth, r-21 cav ins, 112" gypsum board int 283 0.065 21,0 448 1267 0,33 92 fresh, 2"x6" wood firm, 16" o.c. stud Windows L.ow ®E 30 - 35: Standard Low-E; NFRC rated (S (3D =0.35); 6.67 ft head n 147 0.300 0 20.7 3033 11.5 1687 ht n 16 0.300 0 20.7 331 11,5 184 e 235 0,300 0 20,7 4865 37,8 8878 S 171 0.300 0 20.7 3540 19.0 3253 s 44 0.300 0 20.7 911 19.0 837 w 263 OMO 0 20.7 5444 37,8 9936 all 876 0.300 0 207 18123 283 24774 Doors 11 DO: Door, wd so type n 20 0,390 0 26,9 549 920 188 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1452 0M6 38,0 1,79 2604 122 1778 gypsum board int fnsh 5 0.026 38,0 1,79 9 1,22 6 all 1457 0M6 38,0 1.79 2613 1,22 1784 , 13 wrights .. oftRight-SufteV Universal 2015 15A02 RSUI 3114 Pa 2Q14- Sep- 3013: 6 ge I ."ndslBrendanOsbome(2777Depew,Wn eat Ridge).rup talc =MA Front Decor faces: S • ,► �a Qn1ponent Constructions Job: 2777 Depew, w heat Ridge Date: /30114 . mm, Upper Floor By: „ cm*1 hm R and R Heating & Cooling Inc. 1005 E 75th Ave., Denver, CO 80229 Phom (303)289-3441 Fax: (303)289-9989 Project Informatio Doors (none) Ceilings ,Yypsum boar 93 Design Conditions 201 1915 • . 1065 Ind 0300 Cooling C O , US Area Indoor Insul R Htg HTM Elevation: Cig HTM Design r 1180 19.0 1084 6 .. . 0 207 • •. -. • .. Moisture difference 332 0.300 Dry 207 6862 27.2 9025 D. • 1 rra gy psum board int Method Simplified 0 Wetbulb(OF) 60 Construction quality Average 0 Wind speed (mph) 15O T5 Fireplaces 0 21O Doors (none) Ceilings ,Yypsum boar 93 0300 0 201 1915 11.5 1065 126 0300 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain 1180 19.0 1084 6 0300 0 207 1159 37.8 Walls 332 0.300 0 207 6862 27.2 9025 1128 1 rra gy psum board int n 400 0 21 4,48 179 0295 0 fnsh, 74" wood frm, 16" o.c. stud e 192 O065 21O 4,48 861 OS1 155 045 s 435 U65 f 448 1951 0 ,81 351 2 62 O06 21.0 4A8 1175 0.81 211 60 1289 1lw 0 10 Doors (none) Ceilings ,Yypsum boar 93 0300 0 201 1915 11.5 1065 126 0300 0 207 2608 37,8 4760 57 0300 0 203 1180 19.0 1084 6 0300 0 207 1159 37.8 2116 332 0.300 0 207 6862 27.2 9025 1128 0:026 38.0 119 2024 1.22 1382 74 0295 0 7.65 565 1.75 129 236 0.034 30.0 1.97 465 045 107 +'� rights ft Right -Suit 2014- Sep -30 93:45:13 Universat 2015 15.0.02 RSU13114 Page 3 WXX .._ndstBrendan Qsbome(2777 Depewr.Wheat Ridge).rup Date - MJ8 Front Door faces: S I « t0 12F-0sw: Frm wall, 318" wood shth, r-21 cav ins, 112" gypsum board int 283 0.065 Iffir MO! 1267 OM 92 fresh, 2"x6"" wood frm, 16" ox, stud Location: Indoor: Heating Cooling Denver, CO, US Windows Indoor temperature (OF) 70 75 Elevation: 5285 ft 54 0.300 0 Design TD (OF) 1118 69 16 ht n Latitude: 40ON 0.300 0 20,7 Relative humidity 11.5 50 50 109 Outdoor: Heating Cooling 201 2256 Moisture difference (gr/lb) 611 -34.0 Dry bul (OF) 1 91 0 Infiltration: 2360 19,0 2169 s Dailyran•e (OF) - 27 (H 0 Method Simplified %0 837 Wet bu ('F) - 60 0,300 0 Construction quality Average 37.8 7820 Wind speed (mph) 150 T5 0,300 0 Fireplaces 0 MO 15749 Doors 11 DO: Door, wd sc type n 20 Construction descriptions 0 Or Area U-value Insult R Ht9 HTM Loss C19 HTM Gain fe BtuhAll-T W- F/Bfth BU. Btuh Btuhtftl stun Walls 580 1,22 396 gypsum board int fnsh 5 0,026 38.0 1,79 12F-Osw: Frm wall, 3/&'wood shth, r-21 cav ins, 1/2" gypsum board int n 234 0,065 21,0 4A8 1049 0,81 189 frish, 2"x6" wood frm, 16" o.c, stud 1,22 e 68 0,065 21O 4,48 305 081 55 S 342 0,065 4,48 1534 0,81 276 0 w 105 0,065 21 O 4A8 471 0,81 85 all 749 U65 21O 4,48 3359 0,81 604 Concrete Base� concrete wall, r-1 I ins, 8" thk n 440 0.083 110 5.73 2520 0,71 310 e 315 0,083 11.0 1804 0,71 222 $ 412 OM3 110 573 2360 071 291 w 315 0.083 110 573 1804 0,71 222 all 1482 OM3 11'0 533 8487 0,71 1046 I « t0 12F-0sw: Frm wall, 318" wood shth, r-21 cav ins, 112" gypsum board int 283 0.065 21.0 4,48 1267 OM 92 fresh, 2"x6"" wood frm, 16" ox, stud Windows Low-E 30 - 351 Standard Low-E; NFRC rated (SHGC=0.35); 6,67 It head n 54 0.300 0 20.7 1118 11.5 622 ht n 16 0.300 0 20,7 331 11.5 184 e 109 0.300 0 201 2256 37.8 4118 S 114 0,300 0 201 2360 19,0 2169 s 44 0.300 0 201 911 %0 837 w 207 0,300 0 207 4285 37.8 7820 all 544 0,300 0 207 11261 MO 15749 Doors 11 DO: Door, wd sc type n 20 0390 0 26.9 549 920 188 Ceilings 16B-38ad- Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 112" 323 0.026 38.0 1,79 580 1,22 396 gypsum board int fnsh 5 0,026 38.0 1,79 9 1 22 6 all 328 0,026 38.0 1.79 589 1,22 402 Floors 21A-32t: Bg floor, light dry soil, 8' depth 1146 0,020 0 138 1582 0 0 2014-Sep-3013A513 wrightsoft' Right -Suit e(ll) universal 2015 15,0,02 RSUI 3114 Page 4 ndslBrendan Osbome(2777 Depew,Wheat Ridge),rup Cale - MJ8 Front Door faces: S 2777 Depew, Wheat Ridge Location: Indoor. Heating Cooling Denver, CO, US Indoor temperature ( °F) 70 75 Elevation: 5285 ft Design TD ( °F) 69 16 Latitude: 40 *N Relative humidity ( %} 50 50 Outdoor: Heating Cooling Moisture difference (grllb) 61.1 -34.0 Dry but b( °) 1 91 Infiltration: Dailyrange ( °F) a 27 ( H ) Method Simplified t bulb ( °F) 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Gain Construction descriptions or Area U -value Insul R Htg NTM Loss Cig HTM R' .AYE -"F tt'-MF BMW Btuh Bkh Btuh Walls Concrete Base: concrete wall, r -19 ins, 8 °" thk n 440 0.083 11,0 5.73 2520 0.71 310 e 395 0.083 11.0 5,73 1804 071 222 s 412 0.083 91.0 513 2360 0,71 291 w 315 0.083 11,0 513 1804 071 222 all 1482 0.083 11.0 573 8 0,71 1046 Partitions (none) Windows Low -E 30 - 35: Standard Low -E, NFRC rated (SHCC= 0.35), 6.67 ft head n 16 0300 0 203 331 11.5 184 ht s 44 0.300 0 20.7 911 19.0 837 all 60 0.300 0 207 1242 97.0 1021 Doors (none) Ceilings 168 -38ad: Attic ceiling, asphalt shingles roof mat, r -38 ceil ins, 1f2 " 14 0.026 38.0 1.79 25 1.22 17 gypsum board int fnsh 5 0.026 38.0 1.79 9 1.22 6 all 19 0.026 38.0 119 34 1,22 23 Floors 21A -32t: Eg floor„ light dry soil, 8" depth 1146 0,020 0 1.38 1582 0 0 Construction descriptions Component Kitchen Date: r By: s HTM Gain : Cooling Heating 1005 E, 75th Ave,, Denver, CO 80229 Phone: (303)289-3441 Fax: (303)289-9989 Walls Depew, Wheat O 8wood gypsum board 85 0,065 Location: Indoor: s Cooling Denver, CO, us Indoor temperature ( 70 75 Elevation, 5285 ft Design M ( O F) 69 16 Latitude: i humidity 10 O 1+5 21 OM5 Outdoor: Heating Cooling Moisture difference (gr/lb) 61A -34O Dry bulb (OF) 1 91 Infiltration: i. •° Meth Simplified • +0 Construction quality Average Wind speed • M 7.5 Fireplaces f Construction descriptions O, . HTM Loss s HTM Gain Walls O 8wood gypsum board 85 0,065 4 ♦Y'i frm, 16" 9 d w 15 0,065 21O 4.48 l 0.81 all 10 O 1+5 21 OM5 21,0 4,48 446 O81 80 ;. t Low- 30 - 35: Standard Low-E; NFRC rated ( SHC = 0.35); 6.67 ft head s 39 0.300 0 20.7 797 %0 732 ht Comp onent Constructions J Job: 2777 Depew, Wheat Ridge i R O ff i ce Date,: 9/30/14 y: +� Heatin #}ate Co oli n g I nc . $'Kent' & C"'X *179 $R"a%, R a nd R Heating & Cooling nc 1005 E. 75th Ave., Denver, CO 80229 Phone: (303)289 -3441 Fax: (303)289 -9989 For: 2777 Depew, Wh Ridge IN I Location: Indoor: Heating Cooling Denver, C O, US Indoor temperature ( °F) 70 7 Elevation. 5285 ft Design TD ( "F) 69 16 Latitude. 40ON Relative humidity ( °Itr) 50 50 Outdoor: Heating Cooling Moisture difference (grub) 61.1 -34.0 Ivry bulb ( °F) 1 91 Infiltration: Daily range ( °F) - 27 (H Method Simplified VVet bulb ( °F) - 60 Construction quality average Wind speed (mph) 15,0 7.5 Fireplaces 0 Gig HTM Gain Construction desc Or Area U- value Insui R Htg HTM Loss ft BUI V - Btullw Stun BtI Btuh Walls 12F -Osw: Fret wall, 3/8" woad shth, r-21 c v ins, 112" gypsum board int n 81 0.065 21,0 4.48 3613 0.81 65 fnsh, 2 "x6" wood frm, 16" o.c. stud e 65 0.065 21,0 4.48 292 0.81 52 S 89 0,065 21.0 4.48 399 0.81 72 all 235 0.065 21.0 4.48 1054 0.81 189 Partitions (none) Windows Low -F 30 - 35: Standard Low-E; NFRC rated (SN G= 0.35); 6.67 it head e 49 0,300 0 207 1014 37.8 1851 ht S 49 0300 0 20.7 1014 19.0 932 all 98 0.300 0 201 2029 28.4 2783 Doors (none) Ceiling (none) Floors (none) 2014-Sep-30114513 Page rightsoft Right-SufteO Universal201515.0,02RSU13114 .nds \Brendan Osbome(2777 Depew,VVheat Ridge).rup Laic = MJ8 Front Door faces: S s ... Sri tSOft" 2014 ®Sep -301145:13 Right -Su ited U n6versal 21315 15.o.C32 RSU t 3114 Page 9 .,nds \Brendan Osborne (2777 Depew, eat Ridge).rup Laic = M39 Front Door faces: S a ° =!M90 =# Location: Indoor: Heating Cooling Denver, Indoor •' Elevation 5285 ft Design TD (T) 69 16 Latitude: 40ON Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 611 -34,0 Dr bulb (OF) 1 91 Infiltration: Dailyrange Simplified Wetbulbff) - 60 Construction quality Average Wind speed (mph) 150 T5 Fireplaces 0 s ... Sri tSOft" 2014 ®Sep -301145:13 Right -Su ited U n6versal 21315 15.o.C32 RSU t 3114 Page 9 .,nds \Brendan Osborne (2777 Depew, eat Ridge).rup Laic = M39 Front Door faces: S a ° r Floors f Location: Indoor: « Cooling Denver, CO, US Indoor . - a Elevation: 52- .• Latitude: 40'N •- 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 61A -34,0 Dry bulb 91 Infiltration: Dailyrange (T) - 27 (H Method Simplified '. bulb 60 Construction quality Average Wind speed « 15O 7.5 Fireplaces C19 HTM Gain Construction descriptions Or Area U-value Insul R Htg HTM Loss Walls 12F-Osw Frm wall, 318" ♦ ** gypsum board int e 3 0,065 M 4.48 13 i M * *• M stud Partitions 12F-Osw: Frm wall, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int 148 0,065 21 O 4.48 662 0,33 48 ** * • * Windows Low-E 30 - 35: Standard Low-E; NFRO rated (SHGC=0.35); 6,67 ft head e 60 0300 0 207 1242 37,8 2267 ht Doors r Floors f Component Constructions Master Bedroom Job: 2777 Depew, Wheat Ridge Date: 9/30114 By: R and R Heating & Cooling Inc. 207 1005 E 75th Ave,, Denver, CO 80229 Phone: (30 03)289-9989 Project Information RNZ��I= Windows Low-6 30 - 35: Standard Low-E; NFRC rated (SHGC=0,35); 6.67 ft head n ht s all 30 0.300 0 207 621 Location: 345 Indoor: Heating Cooling Denver, CO, US 279 Indoor temperature (OF) 70 75 Elevation: 5285 It 0 Design 1D (OF) 69 16 Latitude: 40*N Relative humidity t 50 50 Outdoor: Heating Cooling Moisture difference r/lb 61.1 -34O Dry but b (OF) 1 91 Infiltration: Dailyrange (T) - 27 (H Method Simplified Vlktbulb('F) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss C19 HTM Gain ff R&M-T ft'-FOth etuhm stuh BMW Btuh Walls 12F-Osw: Frm wall, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int n 93 0,065 21.0 4A8 417 0,81 75 frish, 2"x6" wood frm, 16" o,c. stud s 110 O065 21,0 4A8 491 0,81 88 all 203 0,065 21 O 4A8 908 0,81 163 Windows Low-6 30 - 35: Standard Low-E; NFRC rated (SHGC=0,35); 6.67 ft head n ht s all 30 0.300 0 207 621 11.5 345 14 0,300 0 203 279 19,0 257 44 0.300 0 203 900 118 602 0 Ceilings 168-38ad g, asphalt shingles roof mat, r-38 cell ins, 1/2" �typsunn board int fnsh III]IW Floors (none) Component Constructions Job: 2777 Depew, Wheat Ridge Date: 9130114 Master Bath By: R and R Heating & Cooling Inc. 1005 E. 751h Ave., Denver, CO 80229 Phone: (303)289-3441 Fax� (303)289-9989 Project Information nffiww� • I= N. Low- E 30 - 35: Standard Low-E; NFRC rated (SHGC=0,35); 6.67 ft head w 18 0,300 0 ht 1,79 187 1 22 128 u. wrightSOft' Right-SufteO Universal 2015 150,02 RSUI 3114 Z6 1 ."nds\Brendan Osborne(2777 Depew,Wbeat Ridge).rup Calc - MJ8 Front Door fares: S Location: Indoor: Heating Cooling Denver, CO ' US Area Indoor temperature (*F) 70 75 Elevation: 5285 ft CIg HTM Design TD (OF) 6• 16 Latitude: 40ON BkihAr-*F Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 611 -34.0 Dry but b (T) 1 91 Infiltration: Daily range (OF) - 27 H Method Simplified O065 Wet bulb (OF) - 60 Construction quality Average 82 Wind speed (mph) 15.0 7.5 Fireplaces 0 21,0 N. Low- E 30 - 35: Standard Low-E; NFRC rated (SHGC=0,35); 6.67 ft head w 18 0,300 0 ht 1,79 187 1 22 128 u. wrightSOft' Right-SufteO Universal 2015 150,02 RSUI 3114 Z6 1 ."nds\Brendan Osborne(2777 Depew,Wbeat Ridge).rup Calc - MJ8 Front Door fares: S Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft BkihAr-*F ftl-'FaU) ftbift stuh Btuh#? Btuh Walls 12F-Osw Frm wall, 31&'w•od shth, r-21 cav ins, 1/2" gypsum board int n 102 O065 21,0 4.48 457 0,81 82 frish, 2"x6" wood Irm, 16" o.c, stud W 61 0,065 21,0 4,48 271 081 49 all 163 0,065 21,0 4.48 729 0.81 131 N. Low- E 30 - 35: Standard Low-E; NFRC rated (SHGC=0,35); 6.67 ft head w 18 0,300 0 ht 1,79 187 1 22 128 u. wrightSOft' Right-SufteO Universal 2015 150,02 RSUI 3114 Z6 1 ."nds\Brendan Osborne(2777 Depew,Wbeat Ridge).rup Calc - MJ8 Front Door fares: S A � 2014-Sep-30 13:4513 Z& + wrightSoft' Right-Suftee) Universal 201 55.0.02 RSUI 3114 Page 13 ,.,ndsk8rendanOsbome(2777Depew,M eat Ridge).rup Cafc -Wil Front Door faces: S Design Conditions Location: Indoor: Heating Cooling Denver, CO, US Indoor temperature (OF) 70 75 Elevatiow 5285 It Design TD (T) 69 16 Latitude: x humidity 50 50 Outdoor: Heatina Cooling Moisture difference (gr/lb) 61A -34O Dry bul (OF) 1 91 Infiltration: Dailyrange (OF) - 27 ( H Method Simplified VVet bulb (*F) - 60 Construction quality Average Wind speed (mph) 150 T5 Fireplaces 0 Construction descriptions Or Area U-value Insui R Htg HTNI Loss Cig HTM Gain ft BtuhMI-T W-'FlBtLh Btkjh1T Btuh BkjhAr etuh Walls 12F-Osw,- Frm wall, 318" wood shth, r-21 cav ins, 1/2" gypsum board int s 102 0,065 21O 4,48 457 081 82 fnsh, 2"xT wood frm, 16" o.c. stud W • U65 21,0 4.48 269 OZ1 48 all 162 O065 21,0 M *. 0,81 131 A � 2014-Sep-30 13:4513 Z& + wrightSoft' Right-Suftee) Universal 201 55.0.02 RSUI 3114 Page 13 ,.,ndsk8rendanOsbome(2777Depew,M eat Ridge).rup Cafc -Wil Front Door faces: S 2777 Cepew, Wheat ridge gypsum board int fnsh Floors (none) s Location: Indoor: Heating Cooling Denver, CO, US Indoor temperature ( °F) 70 75 Elevation: 5285 ft Design TD (T) 89 16 Latitude: 40ON relative humidity 50 50 Outdoor: Pleating Cooling Moisture difference (gr /lb) 611 -34.0 Dry bulb ( °F) 1 91 Infiltration. Daily range ( °F) - 27 (F Method Simplified Wet bulb ( °F) - 50 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Jill Clg HTM gain I I NINE IN— Construction descriptions Or Area U -value Insul R Htg HTM Loss W aturtW -T ftx -'r Btuh WNW Btuh Walls 12F -Osw. Frm wall, 318 " wood shin, r -21 cav ins, 112 " gypsum board int s 30 0.065 21.0 4.48 135 0.81 24 fnsh, 2 "x6° wood frm, 16" ox. stud Partitions (none) Windows Low -E 30 - 35: Standard Low-E; NFrC rated (SHGC = 0.35); 6.67 ft head s 21 0.300 0 203 435 %0 399 ht Doors (none) Ceilings 16S -38ad: Attic ceiling, asphalt shingles roof mat, r -38 cell ins, 112 "° 51 0.026 38.0 179 91 122 62 gypsum board int fnsh Floors (none) Component Constructions Job: 2777 Depew, Wheat Ridge D ate: .. } ; - Be 1005 E, 75th Ave., Denver, CO 80229 Phone: (303)289-3441 Fax� (303)289-9989 Project Information 4 � � M Doors (none) Ceilings 16B -38ad; Attic ceiling, asphalt shingles roof mat, r -38 cell ins, 112" gypsum board int fnsh 0300 I O f IIM"I c�nditir na 621 19.5 345 0300 In door: .. C oo li ng Denver, CO, US 1587 In door 0 203 Elevation: 5285 It 37.8 Design TD (OF) 69 16 Latitu f 1853 29.0 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 61.1 -34.0 Dry but ! 91 I n fi ltrati o n: Daily M M M Simplified V\/et bu (* F) - 60 Construction quality Average Wind 4re4 4.. 15 Fir C !' ' l 4. Or y L oss 4 HTM Gain Walls 12F-Osw: Frrn wall, 3/8" 4iM gypsum oar i n 1 05 O0 21,0 44 0, 85 w 121 OM5 21 4 54 0,81 97 all 322 M 21, . 0, 259 � � M Doors (none) Ceilings 16B -38ad; Attic ceiling, asphalt shingles roof mat, r -38 cell ins, 112" gypsum board int fnsh 0300 0 207 621 19.5 345 0300 0 201 869 37.8 1587 0300 0 203 362 37.8 661 0300 0 203 1853 29.0 2593 210 0.026 38.0 210 0.034 30.0 179 377 122 257 1.97 413 045 95 szu rr. C onstruction de Des ign Conditions 20,7 311 L ocation: Loss •r• • Cooling Denver R US 869 Indoor r 1 15 Elevation: 5285 ft 0 Design TD (*F) 69 16 Latitu 72 � `" r '. 0 r • ••a r Cooling Mo r r •, 61A -34O Dry bulb 91 Infiltratio 363 0.81 Dailyran fnsh, 2NT wood frm, 16" ox, stud R Met hod Simplified 0.065 VVet bulb(*F) r# Constructi quality Aver 58 Win speed r 1 7 Firepla 1 r C onstruction de Or 0 20,7 311 , HTM Loss , HTM Gain 0 207 869 37.8 1587 15 0.300 0 203 Walls 19,0 285 72 0.300 0 203 1490 28,4 r rrR gypsum rs. • int n 81 0.065 R 4A8 363 0.81 65 fnsh, 2NT wood frm, 16" ox, stud e 72 0.065 21,0 4,48 323 O81 58 S 111 0.065 r 4A8 498 0 81 89 all 264 0 Y 448 1184 0.8 r 15 0.300 0 20,7 311 19.5 173 42 0,300 0 207 869 37.8 1587 15 0.300 0 203 319 19,0 285 72 0.300 0 203 1490 28,4 2045 198 0.026 38.0 25 0295 0 179 356 122 243 7.65 194 1,75 44 0 Low_B 30 - 35: Standard Low-E; NFI C rated (SHGC= 0.35); 6.67 It head n 18 11011 0 207 362 Location: 201 Indoor: Heating Cooling 0 Denver, CO, US 869 Indoor temperature (OF) 70 75 21 Elevation: 5285 ft 0 Design w► 435 37.13 793 Latitude r 81 Relative (%) 0 20.7 1666 O o • .. . . Dry bulb ( i x M• (none) Daily • Simplified Wet bulb (OF) - 60 Construction quality Average Wind speed (mp Fireplaces 16B-38ad: Attic ceiling, asphalt Shingles roof mat, r -38 cell ins, 112 " 202 0.026 38.0 1.79 363 1.22 CI9 HTM Gain Construction descriptions Or Area U-value Insul R Htg HTM Loss Floors Walls 12F-Osw: Frrn wall, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int n 19 0,065 21,0 4,48 83 0,81 15 18 1.75 4 board int fnsh w 21 0,065 21,0 4,48 94 0,81 17 6 all •x 0,065 i 4,48 285 0,81 51 0 Low_B 30 - 35: Standard Low-E; NFI C rated (SHGC= 0.35); 6.67 It head n 18 0300 0 207 362 11.5 201 ht e 42 0.300 0 201 869 37.8 1587 w 21 0300 0 20.7 435 37.13 793 all 81 0300 0 20.7 1666 321 2582 Doors (none) Ceilings 16B-38ad: Attic ceiling, asphalt Shingles roof mat, r -38 cell ins, 112 " 202 0.026 38.0 1.79 363 1.22 248 gypsum board int fnsh Floors 19A- Obscp: Part floor, carpet fir fnsh, frm flr, 12" thkns, 112" gypsum 2 0.295 0 7.65 18 1.75 4 board int fnsh 19A- 30bscp: Part floor, carpet fir fnsh, r-30 ins, frm fir, 10 " thkns, 5t8" 6 0.034 30.0 1.97 32 0.45 3 gypsum board int fnsh Component Constructions; Job:. 2777 Depew, Wheat Ridge Dining Date: 9130114 By' and R Heating calm Inc. 1005 E, 75th Ave., Denver, CO 80229 Phone: (303)289 -3441 Fax: (303)289 -9389 MONO For. 2777 Depew, Wheat Ridge Location: Indoor: Pleating Cooling Denver, CO, US Indoor temperature (T 0 75 Elevation 5285 ft Design TD ( °F) 69 16 Latitude: 40 °fit Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr /lb) 61.1 -34.0 Dry bulb ( °F) 1 91 Infiltration: Dailyrange (T) - 27 ( H Method Simplified !bulb( OF) - 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces Ctg HTM Gain Construction descriptions Or Area U -value tnsul R Htg HTM loss m• °F tf• «r etu,mr EuUh mW stun Walls 12F -Osw: Frm wail, 318 " wood shth, r -21 cav ins, 1 /2° gypsum board int n 15 0.065 21.0 4.48 67 0.81 12 fnsh, 2 "x6" wood frm, 16 " o:c, stud s 67 0.065 21,0 4.48 298 0.81 54 w 60 0.065 21.0 448 269 0,81 48 all 142 0.065 21.0 4.48 635 0.81 114 Partitions (none) Windows low4E 30 - 35: Standard low -E; NFRC rated (SHGC= 0.35); 6.67 ft head n 48 0300 0 207 994 11.5 553 ht s 18 0300 0 203 362 19.0 333 w 63 0.300 0 20.7 1304 37.8 2380 all 129 0300 0 207 2660 25.4 3266 Doors (none) Ceilings (none) Floors (none) 2014-Sep-3013:45:13 rIt?'" Right -Suet Universal 2015 15.0.02 RSU13114 Page 18 .,ndskBrendan Oshome(2777 De ,Wheat Ridge).rup talc = MA Front Door faces: Location. Indoor: Heating Cooling Denver, CO, US Indoor temperature (T) 70 7 Elevation: 5285 ft Design 1D (OF) 69 16 Latitude: 40a Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (grllb) 611 -34.0 Dry but b (T) 1 91 Infiltration. Dailyrange(°F) - 27 (H } Method Simplified Wet bulb (OF) - 60 Construction quality Average Wind speed (mph) 15,0 T5 F=ireplaces 0 Ctg HTM Gain Construction descriptions or Area u -value tnsul R Htg HTM Lass fe -T fll -'F Eft" Bwh Bt&ffe Ruh Walla (none) Partitions (none) Windows (none) Doors (none) Ceilings 16S- bad: Attic ceiling, asphalt shingles roof mat, r -38 cell ins, 112 "° 20 0.026 38.0 119 36 1.22 24 gypsum board int fnsh Floors 19A- 30bscp: Fart floor, carpet fir fnsh, r -30 ins, frm fir, 10" thkns, 518 " 0 0.034 30.0 1.97 39 0.45 9 Construction descriptions Or Area �S1t1 t>ME11Ct~F Lass Cig HTM Gain • t - /W -T ftl -'F ktht do t Cooling - • US Indoor Elevati i f t 0.065 21.0 D e s ign 69 16 Latitude: 40ON Relative humidity 50 50 ttt H ea ti ng C oo li ng Moisture • erence t lt.... • 40 Dry bulb 91 Infiltrati Daily range (T) - 27 ( H Method Simplified \�kt 60 Construction qualit Av 19.0 171 Wind speed (mph) 1 50 T5 Fireplaces 0 Construction descriptions Or Area U -value insul R Htg HTM Lass Cig HTM Gain fe - /W -T ftl -'F ktht Wile Brun Btuhtlf Stun Watts 1F -Osw: Frm wall,. 3f8 "' woad shth, r -21 cav iris, 1t2" gypsum board int s 39 0.065 21.0 4.48 175 0.81 31 fresh, 2 "x6 " wood frm, 16" o.c. stud Partitions (none) Windows Law - 30 - 35: Standard Low -S: NFRC rated (H C =0.35); 6.67 ft head s 9 0.300 0 203 186 19.0 171 ht Doors (none) Ceilings (none) Floors (none) 2014- Sep - 3013:45:13 ** 6g t ft' Right-SufteO Universal 201515.0.02RSU13114 Page 20 ...ndstBrendan Osbome(2777 Depew,VVheat Rtdge).rup Ca4c = J8 Front Door faces: S Component Constructions Job: 2777 ee pew, Wheat Ridge g> Date: 3130114 Pantry By: R and R Heating & Cooling Inc. 9005 C. 75th Ave., Denver, CO $ 0229 Phone: (303)289-3441 Fax: (303)289 -9989 For: 2777 Depew, Wheat Ridge Location: Indoor: Heating Cooling Denver, CO, US Indoor temperature (T) 717 75 Elevation: 5285 It Design TD ( °F) 69 16 Latitude: 40ON Relative humidity ( %) 517 50 Outdoor: Heating Cooling Moisture difference (grub) 61.1 -34.0 Dry but b ( °F) 1 91 Infiltration: Daily range (T) - 27 ( H ) Method Simplified V�k tbulb(OF) - 613 Construction quality Average Wind speed (mph) 1&0 7.5 Fireplaces 6 Gig HTM Gain Construction descriptions or Area U -value lnsul R Htg HTM Loss RR M' - "F PCB -`Ffth Bftblff gtuh ftht Btuh Walls 12F -Osw: Frm wail, 318 " wood shah, r-21 cav ins, 112" gypsum board int s 63 0.065 21.0 4.48 283 0,81 51 fn h 2 "x6 "' wood frm, 16" o.c, stud Partitions (none) Windo (none) Doors (none) Ceilings (none) Floors (none) wrightsoft' Right-Su d universal2015 15.0,02 RSU13114 nds\Brendan Osborne (2777 ODepew,Meat Ridge),rup Calc = MJ8 Front Door races: S 2014- Sep-30 13.45:13 Page 21 1 Component Constructions Job: 2777 Depew, Wheat Ridge Crate: 130/14 k L i ivn By: arN acwk ¢re „° R and R Heating & Cooling Inc. 1005 E 75th Ave.. Denver, CO 80229 Phone: (303)289-3441 Fax: (303)289.9989 For. 2777 Depew, Wheat Ridge i Location: Indoor: Heating Cooling Denver, CO, US Indoor temperature (`"F) 70 75 Elevation: 5285 ft Design TD ( °F) 63 1 Latitude: 40ON Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (grub) 61.1 -34.0 Dry bulb ( °F) 1 91 Infiltration: Dilyrange ( °F) - 27 ( H ) Method Simplified Wet bulb (T) 60 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 NON Cig HTM Gain Construction descriptions Or Area U -value Insul R Htg HTM loss Ill Ar -T ft* -'F0Jh Ruhr Btuh B11141hy 8tuh Walls 12F -0sw: Frm wall, 318” wood shth, r -21 cav ins, 112" gypsum beard int n 138 0.065 21.0 4.48 619 0.81 'I'll fnsh, 2 "°x6" wood frm, 16" ox. stud w 30 0.065 21.0 4.48 135 0.81 24 all 168 0.065 21.0 448 753 0.81 135 Partitions 1 F -Osw: Fret wall, 318 °" wood shth, r -21 cav ins, 112" gypsum board int 135 0,065 21.0 4.48 605 0.33 44 fnsh, 74" wood fret, 16" o.c. stud Windows Low -E 30 - 35: Standard Low-E; NFRC rated (SH C =0.35); 6.67 it head n 6 0300 0 203 124 11.5 6 ht w 144 0.300 0 207 2981 37,8 5440 all 150 0,300 0 203 3105 363 5509 Doors (none) Ceilings 168 -38ad: Attic ceiling, asphalt shingles roof mat, r -38 cell ins, 1t2" 309 0.026 38.0 1.79 555 1.22 379 gypsum board int frisk Flours (none) 2014-Sep-30 13:4 r ightt of1t' Right -Suit Universal 2015 15.0,02 RSUI3114 Pag e e 22 2 ...ndst8rendan Osborne(2777 Depew,Wheat Ridge)xup Calc - MJ8 Front Door faces: S Job: 2777 Depew, Wheat Ridge awtd Component Constructions Date: 9130114 Bathroom B R and R Heating & Cooling Inc. FLoAect intormation For 2777 Depew, Wheat Ridge gypsum board int frish Floors; (none) 2014- Sep - 3013145:13 wrightsoft Right-Sufte& Universal 2015 15,0,02 RSU13114 Page 23 A8� . nds\Brendan Osbome(2777 Depew,Wheat Ridge),rup Calp. = MJ8 Front Door faces: S Location: Indoor: Heating Cooling Denver, CO, US Insul R Indoor temperature (OF) 70 75 Elevation: 5285 ft Design TD (OF) 69 16 Latitude: 40*N Mir, Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 611 -34,0 Dry but • (OF) 1 91 Infiltration: 83 0,065 Dailyrange (OF) - 27 (H Method Simplified 66 VVet bu (O F) - 60 Construction quality Average Wind speed (mph) 15,0 T5 Fireplaces 0 gypsum board int frish Floors; (none) 2014- Sep - 3013145:13 wrightsoft Right-Sufte& Universal 2015 15,0,02 RSU13114 Page 23 A8� . nds\Brendan Osbome(2777 Depew,Wheat Ridge),rup Calp. = MJ8 Front Door faces: S Construction descriptions Or Area U-value Insul R Htg HTNI Loss C19 HTM Gain tv Bkhffi --'F fF-'F0uh MAW Mir, RohN Brun Walls 12F-Osw: Frm wall, 318" wood shin, r-21 cav ins, 1/2" gypsum board int s 83 0,065 21.0 4.49 370 0,81 66 frish, 2"x6" wood frm, 16" o,c, stud Partitions (none) Windows Low-E 30 - 35: Standard Low-E; NFRC rated (SHGC=0.35) 6,67 It head s 8 0.300 0 203 155 15.0 143 ht Doors (none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 call ins, 112" 63 0,026 38.0 119 114 1,22 78 gypsum board int frish Floors; (none) 2014- Sep - 3013145:13 wrightsoft Right-Sufte& Universal 2015 15,0,02 RSU13114 Page 23 A8� . nds\Brendan Osbome(2777 Depew,Wheat Ridge),rup Calp. = MJ8 Front Door faces: S Pr Entire House • R Heating & Cooling Ini Job: 2777 Depew, Wheat • ..- Date: a 1005 E, 75th Ave,, Denver, s 80229 Phonc (303)289-3441 Fax: (303)289-9989 �'��++ Infta�rllatiC>r .. ,. Calculations approved by ACCA to meet all requirements of Manual J 6th Ed, Weather: Denver, CO, US Winter [design Conditions Summer design Conditions Outside db 1 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 69 OF Design TO 16 OF Daily range H Relative humidity 50 % Moisture difference -34 gr /lb H Summary Sensible Cooling Equipment Load Sizing Structure 51719 Btuh Structure 33277 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 4685 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 56604 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 33277 Btuh Method Simplified Latent Cooling Equipment Lead Suing Construction quality Average Fireplaces 0 Structure -656 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft) 3402 3402 Equipment latent load 0 Btuh Volume (f) 30621 30621 Air changes /hour 0.26 0.15 Equipment total load 33277 Btuh Equiv. AVF (elm) 143 77 Req. total capacity at 0.30 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btu Heating output 0 Stuh latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm /Btuh Air flow factor 0 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 6th Ed, Project Summary BaselMain Ran " Heating& C Ini «b t ,. Wheat Ridge Date: 9/3 i .. CO 80229 Pho P'rc `ect Information ........... n - «- - ..- I esi n Inform Weather: D enver , CO , Winter Design Conditions Outside db 1 OF Inside db 70 OF Design TD 69 OF Heating Summary Structure 32732 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btu Humidification 3064 Btuh Piping 0 Btuh Equipment load 35816 Btuh 101 r Summer Design Conditions Outside db 91 OF Inside db 75 °F Design TD 16 OF Deily range H Equiv. AVF (cfm) Relative humidity 5 % Moisture difference -34 gr /lb Sensible Coaling Equipment Load Sizing Structure 20139 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh 92.1 AFUE Heating Coolin Area (�) 2274 2274 Volume (ft) 20465 20465 Air ch anges /hour 0.26 0.14 Equiv. AVF (cfm) 90 4 Heating Equipment Summary Make Goodman Mfg. Req, total capacity at 0.80 SHR 21 ton Trade GOODMAN Make Goodman Mfg. Model GKS90703BX Cond GSX160361F AHRI ref 2002156 Coil CAPF3636136D 92.1 AFUE 69000 Btuh 51520 Btuh 64 OF 884 cfm 0.027 cfm /Btuh 0.50 in H2O Use manufacturers data y Rate /swing multiplier 1.00 Equipment sensible load 20189 Btuh Latent Cooling Equipment Load Sizing Structure -921 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 0 Btuh Equipment total load 20189 Btu Req, total capacity at 0.80 SHR 21 ton Coaling Equipment Summary Make Goodman Mfg. Trade GOODMA Cond GSX160361F Coil CAPF3636136D AHRI ref 5983570 Efficiency 11.8 EER, 14 SEER Sensible cooling 26880 Btuh Latent cooling 6720 Btuh Total cooling 33600 Btuh Actual air flow 1120 cfm Air flow factor 0.055 cfm /Btuh Static pressure 0.50 in H2O Load sensible heat ratio 1.00 Project Summary Upper Floor Rand R Heating&Coolinglnl Job: 2777 Depew,11heat Ridge Date: 9130114 By: 1005 E, 75th Ave., Denver, CO 80229 Prow (303)289-3441 Fax: (303)289-9w9 P!gjqct Information in Notes: lffiws� ««- I Design Information I TT- • � Winter Design Conditions Outside db I *F Inside db 70 OF Design TD 69 OF Heating Summary Structure 18987 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 1801 Btuh Piping 0 Btuh Equipment load 20787 Btuh Method Simplified Construction quality Average Fireplaces 0 92.1 AFUE Heating Cooling Area (W) 1128 1128 Volume (ft 10156 10156 Air changes/hour 0.31 0,17 Equiv. AVF (cfm) 53 28 Heating Equipment Summary Make Goodman Mfg. in H20 Trade GOODMAN % Model GKS90453BX -34 AHRI ref 2002155 Sensible Cooling Equipment Load Sizing 92.1 AFUE 46000 Btuh 34240 Btuh 56 OF 674 cfm O035 cfm/Btuh O50 in H20 12,0 EER, 14.5 SEEI 18880 4720 23600 884 0.065 0.50 O,98 gqwp Pill Pl; 1 111 11 11111 11111i I AT 770 r •� Outside db 91 OF Inside db 75 OF Design TD 16 OF Daily range H Btuh Relative humidity 50 % Moisture difference -34 gr/lb Sensible Cooling Equipment Load Sizing Structure 13505 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Stuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1,00 Equipment sensible load 13505 Btuh Structure 262 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 262 Btuh Equipment total load 13767 Btuh Req. total capacity at 0.80 SHR 1.4 ton Cooling Equipment Summary Make Goodman Mfg, Trade GOODMAN and GSX160241F Coil CAPF3636D6D AHRI ref 5753020 Btuh Btuh Btuh cfm cfm/Btuh in H2O 2014-Sep-30 13:45:13 AE58k + wrightSOft' Right-SufteO Universai 2015 15.0,02 RSU13114 Page 3 _nds\8rendan Osbome(2777 Depew,Meat Ridge),rup Calc - MJ8 Front Door faces: S %=mZ77 Entire House R W • Heating s Cooling tit .. Denver, CO 80229 a. r... (303)289-3441 8 •s I .p. Wheat Ridga. . D t 1 Roam name 1 0 Entire House Base /Main 2 Exposers Wall 42790 29761 4883 If 27094 18497 12 308,3 It 3 Roam height 5637 9 „0 If b) Ream ventilation 9.0 if 0' 0 4 Roam dimensions 0 0 13 Internal gains: Occupants ( 230 4 920 0 5 Room area Applianceslother 3402.3 ft' 22719 W 1000 Subtotal (lines 6 to 13) Ty Construction 33277 U -vatue Or HTM Area (f t') 20189 Load Area (ft') 0 0 Load 0 number (Btuh/ftl-'SF (Btuft /W) or perimeter (6) (Blunt or perimeter (ft) (Btuh) 0 0 Heat Cool Gross Nlpls Heat Cool Gross N /PIS Haa1 Loaf 6 15 12F -0sw 0 0.455 n 4,48 0.81 780 0 0 /0 634 0 2841 511 288 1 234 33277 1049 189 1 32732 Low-E 30 - 35 0.300 n 20,70 11.51 147 0 3033 1687 54- 0 1118 622 Concrete Base 0.083 n 5,73 071 4586 440 2520 310 456 444 2520 310 Low-E 30 - 35 0,300 n 20.70 11.51 16 0 331 184 16 0 331 184 11 12F 0,065 a 4.48 0.81 495 260 1166 210 177 68 305 55 Low-E 30 - 35 0. e 20,70 37.78 235 0 4865 8678 109 0 2256 4118 Concrete Base 0.083 e 5.73 0.71 315 315 1804 222 315 315 1804 222 12F -0sw O. 065 s 4.48 0.81 948 777 3485 626 456 342 9534 276 Low-E 30.35 0,300 s 201.70 19,02 171 0 3540 3253 114 0 2360 2169 Concrete Base 0,083 s 533 0.71 456 412 2360 291 456 412 2360 291 Low -E 30 - 35 0.300 s 20.70 19.02 44 0 914 837 44 0 911 837 12F -0sw 0.065 w 4,48 0,81 630 367 1646 296' 312 105 471 85 Low-E 30 - 35 0300 w 20.70 37.78 263 0 5444 9938 207 0' 4285 7820 W Concrete Base 0.083 w 513 0.71 315 315 1804 222 315 315' 1804 222 12F --0sw 0. - 4,48 0,33 303 283 1267 92 303 283 1267 92 1100 0,390 n 26,91 920' 20 20 549 188 20 20 549 188 C 16B -36ad 0.026 139 122 1452 1452 2604 1778 323 323 580 396 C 168 -38ad 0,026 1.79 1.22 5 5 9 6 5 5 9 6 F 19A -0bsco (Y295 7,65 1.75 74 74 565 129 0 0 0 0 F 19A-30bsep 0.034 1,97 0.45 236 236 465 107 0 0 0 0 F 21A-32t 0.020 1,38 0.00 1146 1146 1582 0 1146 1146 1582 0 6 c) AED excursion 1 0 417 Envelope loss/gain 42790 29761 27094 18497 12 at Infiltration 8929 1095 5637 692 b) Ream ventilation 0' 0 0 0 13 Internal gains: Occupants ( 230 4 920 0 0 Applianceslother 1500 1000 Subtotal (lines 6 to 13) 51719 33277 32732 20189 Less external toad 0 0 0 0 ' Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51719 33277 32732 20189 15 Duct toads 0 0 0 % 0 0 0 0 /0 0 0 /0 0 0 Total roam load 1 1 51719 33277 1 1 32732 20189 Air required (cfm) 1 1 1558 884 1120 ul ti f r v A GA 12 m2gtgll MgiLewlgnts 2f Mgpull j §tb gd. wtrf+, h t +r 2014- Sep•30 13:4513 Right -Butt Universe[ 2095 15.0,02 RSU13114 AC Page 1 .ndstBrendan Osbome {2777 Depew,WUheat Ridgetsup Cato = MJ8 Front Door faces: S -J@) Worksheet Right Entire House R and R Heating & Cooling Inc. 1005 E. 75th Ave., Denver, CO 80229 Phone: (303)2W3441 Fw (303)289-9989 Job: 2777 Depew, Wheat Ridge Date: 9130114 By: I Room name 01 Upper Floor 1 1 2 Exposed wall Envelope loss/gain 1 156961 116811 1800 ft 3 Room height a) infiltration 3291 9,0 ft 4 Room dimensions b) Room ventilation 0 0 5 Room area Internal gains: Occupants Q 230 4 11284 ft' Ty Construction U-value or HTM Area (ft') Load Area Load 189871 number I (Btuhlftl-'F' (Bt utvft of perimeter (ft) Less external load (Btuh) or perimeter 0 Heat Cool Gross I WPIS 0 Heat Coot Gros. NIPIS Heat Cool 6 YL- 12F-0sw 0 0,066 n 448 0.81 492 14 400 1792 18987 322 15 Low-E 30 - 35 0% 0,300 n 2010 11,51 93 0 1915 Total room load 1065 189871 9 13505 Sor Concrete Base 0.083 n 573 0,71 0 884A a84 0 0 0 Low-E 30.35 0,300 n 2070 11,51 0 0 0 0 11 \t 12F-0sw 0.065 e 448 0.81 318 192 861 155 Low-E 30 - 35 0 300 a 20,70 37.78 126 0 2608 4760 w Concrete Base 0,083 a 5,73 0.71 0 0 0 0 12F-0sw 0.065 a 4,48 081 492 435 1951 351 Low! 30 - 35 0,300 a 20,70 15.02 57 0 1180 1084 t--G Concrete Base 0 a 5,73 011 0 0 0 0 Low-E 30 - 35 0.300 s 2010 19,02 0 0 0 0 t—G 12F-Osw 0,065 w 448 081 318 262 1175 211 Low-E 30 - 35 0300 w 20,70 37,78 56 0 1159 2116 w Concrete Base 0,083 w 5.73 0,71 0 0 0 0 12F-0sw 0,065 - 4.48 0,33 0 0 0 0 11DO 0,390 n 26.91 9,20 0 0 0 0 C 168-38ad 0M6 1.79 1,22 1128 1128 2024 1382 C 16B-38ad 0.026 1,79 1 .22' 0 0 0 0 F 19A-Obsco 0.295 7,65 115 74 74 565 129 F 19A-30bscp 0.034 1,97 0,45 236 236 465 107 F 21A-32t OVO 1,38 0,00 0 0 0 0 151 C) AED excursion 01 1 1 1 Envelope loss/gain 1 156961 116811 12 a) infiltration 3291 404 . .. .... ........ b) Room ventilation 0 0 13 Internal gains: Occupants Q 230 4 920 Applianceslother Soo Subtotal (lines 6 to 13) 189871 13505 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 18987 13505 15 Duct loads 0% 0% 0 0 Total room load 189871 9 13505 Sor 1 Air required (cfm) 674 - 1674 884A a84 I TM , - Fl right CS Right-SufteO Universal 2015 15�0,02 RSUI 3114 2014- Sep - 3013:45:13 Paget ,.,nds\BrendanOsbome(2777Depew,Meat Ridge] ,nap Cale -MJ8 Front Door faces: S Job: 2777 Depew, Wheat Ridge Date: 0 1 Room name 1 417 Base/Main Basement 2 Exposed wall 27 18497 308,3 ft 11345 1839 12 171.3 ft 3 Roam height 3133 9.0 ft b) Room ventilation 9,0 ft O heat/cool 4 Roam dimensions 0 0 13 Internal gains: Occupants 230 0 0 0 1.0 x 1146.3 ft 5 Room area Appliances/other 2273,9 ftz 1146.3 ft 0 Subtotal (lines 6 to 13) Ty Construction 70189 U -value Or � NTM1 � Area (ft?) � Load Area (f 0 Load 0 number (Stuhlft" - °F (Btuhlft.) or perimeter (ft) (Btuh) or permeter (t1) (Brun) Redistribution 0 0 Neat Cool Gross NIPfS Subtotal Neat Cool Gross N1PJS Neat Cool 14478 6 it 12F -Osw 0% 0,066 n 4,48 0.81 286 0% 234 0 1049 Total room load 189 0 32732 1 0 0 0 14478 2223 Low -B 30 - 35 Air required (cfm) 0,300 n 20.70 11,51 54 0 391 111f 622 0 0 0 0 Concrete Base 0.083 n 5,73 011 456 440 2520 310 456 440 2520 310 Low -E 30 - 35 0.300 n 20.70 11.51 16 0 331 184 16 0 331 184 11 1 2F 0.065 a 4.48 0.81 177 68 305 55 0 0 0 0 L E 30 « 35 0300 e 7030 37.78 109 0 2256 4118 0 0 0 0 w Concrete Base 0.083 e 573 011 315 315 1804 222 315 315 1604 222 12F -Osw O,065 s 4.48 0.81 456 342 1534 276 0 0 0 0 Low-E 30 - 35 0.300 s 2010 19.02 114 0 2360 2169 0' 0 0 0 Concrete Base 0.083 s 5.79 0.71 456 412 2350 291 456 412 2360 291 Low - 30 - 35 0.300 s 20,.70 19.02 44 0 911 837 44 0 911 $37 12F -Osw 0.065 w 4,48 0,81 312 105 471 85 0 0 0 0 d ow -E 30 > 35 OZOO w 20.70 37.78 207 0 4285 7820 0 0 0 0 W Concrete Base 0.083 w 5,73 0,71 315 315 1804 222 315 315 1804 222 12F -0sw 0, 4.48 0,33 303 283 1267 92 0 0 0 0 11030 0.390 n 26.91 9,20 20 20 549 188 0 0 0 0 C 168.38ad 0.026 1.79 122 323 323 580 396 14 14 25 17 C 168-38ad 0,026 1.79 1.72 S 5 9 6 5 5 9 6 F 19A -Obsco 0.295 0.00 0.00 of 0 0 0 0 0 0 0 F 19A- 30bscp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0:020 1.38 0.00 1146 1146 1582 0 1146, 11461 1582 0 6 c) AE7 excursion 11 11 ---d 1 417 -251 Envelope lossigain 27 18497 11345 1839 12 a) Infiltration 5637 692 3133 384 b) Room ventilation O 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 32732 70189 14478 2223 Less extemal toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 32732 20189 14478 2223 15 Duct loads 0% 0 °l0 0 0 -0% 0% 0 0 Total room load 32732 1 20189 14478 2223 Air required (cfm) 884 112 391 123 1 I f n a roved by ACCA to m 11 gil LIg uiEgments of n€ J 8 h wrrtgh t oft` 2014- Sep - 3013;45;13 Right-Sult Universal201515.0.02 RSU13114 Page3 ... nds\Brendan Osborne(2777 Depew,Wneat Ridge).rup Cale = M1J8 Front r €aces: S R W B aselMain • H ea ti ng w C ♦! Denver 0 80229 Phone: i • • Depew Wheat Ridge Date: t 1 Room name Dining Entrydstrs. 2 Exposed wail 80,0 It 7.0 It 3 Room height 9.0 it heat/cool 9.0 ft heat/cool 4 Room dimensions 9.3 x 98.7 It 1.0 x 169.3 ft 5 Room area 127.6 ft 169.3 ft' Ty Construction LJ -value Or HTM � Area (ft') Load Area (ft Load number (Btuhlft? - "F (Btuhttt') or perimeter dt) (Blob) or perimeter (ft) � (Etuh ) H Coo! Grass NINE Heat Coot Gross td1FtS Heat Cool 6 12F -Osw 0,065 n 4.48 0,81 63 15 67 12 0 0 0 0 Low -E 30 - 35 0.300 n 20.70 11,51 48 0' 994 553 0 0 0 0 Concre Base 0.083 n 533 0.71 0 0 0 0 0 0 0 0 Low -E 30 - 35 0.300 n 2010 11.51 0 0 0 0 0 0 0 0 11 12F 0.065 e 4.48 0.89 0 0 0 0 63 3 13 Low -E 30 - 35 0.300 e 2010 3738 0 0 0' 0 60 0 1242 2267 W Concrete Base 0.083 a 5.73 0.71 0 0 0 0 0 0 0 0 12F -0sw 0.085 s 4.48 0.81 84 67 298 54 0 0 0 0 Low -E 30 - 35 0,300 s 2010 19.02 18 0 362 333 0 0 0 0 Concrete Base 0.083 s 5.73 0.79 0 0 0 0 0 0 0 0 Low - 30 - 35 0.300 s 20.70 19,02 0 0 0 0 0 0 0 0 1F-Osw 0.06 w 448 0,81 123 60 269 48 0 0 0 0 Low -E 30 - 35 O. 300 w 20,70 37.78 63 0 1304 2380 0 0 0 0 w Concrete Base 0.083 w 513 019 0 0 0' 0 0 0 0 0 12F -Osw 0.065 - 4.48 0.33 0 0 0 0 168 146 662 48 11DO 0.390 n 28.91 920 0 0 0 0 20 20 549 188 C 16B -38ed O.026 1.79 1.22 0 0 0 0 0 0 0 0 C 168 -38ad 0.026 1,79 1.22 0 0 0 0 O' 0 0 O F 19A -Obsco 0.295 0.00 0.00 0 0 0 0 0 0 0 0 F 19A- 30bsep 0,034 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.38 OLOO 0 0 0 0 0 0' 0 0 6 c) AED excursion 229 148 Envelape loss1galn 3295 3609 2466 2361 12 a) infiltration 549 67 126 16 b) Room ventilation 0 0 0 0 13 Internal gains; Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (tines 6 to 13 ) 3848 3676 2594 2377 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0' 0 321 77 14 Subtotal 3848 9676 2916 2454 15 Duct loads _0% 0% 0 0 _0 % 0% 0 0 Total room d 3843 3676 2998 1 2454 Air required (cf) 104 204 79 136 lclatir)ns r v ci b X AQQA Lo mjpj III MUirempn1a of nu i J §1h Ed. tltetra 2014- Sep-30 13:46.13 Right-SufteO Universal 2015 15,0,02 RSU13114 Page .,ndsk8rendan Osbome {2777 Depew, Wheat Ridge).rup Catc = MJ8 Front Door faces: s R ight-A) r w • R H eat i ng a. Coo 1005 E, 76th Ave,, Denver, CO 80229 Phone� (303)289-3441 Fax� (303)289-9989 Job: 2777 Depew, Wheat Ridge Y . , 1 Room name Kitchen LNivng 2 Exposed watt 15.3 ft 3s.3 ft 3 Room height 9.0 ft heat/ l 9.0 ft heavc0ot 4 Room dimensions 133 x 15.3 ft 16.0 x 19.3 ft 5 Room area 209.6 ft' 309.3 ft' T y Construction U -value Or NTM Area (ft) Load Area (ft) Load number (Btuhdit'-RF (Btuhtft') or perimeter (ft) (Stun) or perimeter (ft) (Stun) Neat Cool Gross PJEPfS Neat Cool Gross NIM Neat Cool 6 12F- 0.065 n 4,48 0.81 0 0 0 0 144 138 619 111 Low-E 30 - 35 0, n 20.70 11.51 0 0 0 0 6 0 124 69 Concrete Base 0.0$3 n 5.73 0.71 0 0 0 0 0 0 0 0 Low -E 30 - 35 0,300 n 20,70 11.51 0 0 0 0 0 0 0 0 11 12F -0sw 0.065 a 4.48 0.81 0 0 0 0 0 0 0 0 Low-E 30 - 35 0.300 e 20,70 3736 0 0 0 0 0 0 0 0 w Concrete Base 0,0$3 e 5.73 031 0 0 0 0 0 0 0 0 12F -0sw O. 065 s 4.48 0.81 123 85 379 68 0 0 0 0 Low-E 30 - 35 0.300 s 2010 19.02 39 0 797 732 0 0 0 0 Concrete Base 0.083 s 5.73 031 0 0 0 0 0 0 0 0 Low -E 30 - 35 0.300 s 20,70 19.02 0 0 0 0 0 0 0 0 12F -Osw 0065 w 4.48 0,81 1s 9s 67 12 174 30 135 24 Low-E 30 - 35 B300 w 20.70 371$ 0 0 0 0 144 0 2981 5440 w Concrete Base 0.083 w 5.73 0.71 0 0 0 0' 0 0 0 0 12F -OSw 0.065 - 4,48 0.33 0 0 0 0 135 135' 605 44 I IDO 0.390 n 26,91 9.20 0 0 0 0 0' 0 0 0 C 16B -38ad (i.026 179 1.22 0' 0 0 0 309 309 555 379 C 168 -38ad 0.026 1,79 1,22' 0 0 0 0 0 0 0 0 F 19A -Obscn 0.295 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bsep 0,034 - 0,00 0.00 0' 0 0 0 0 0 0 0 F 21A -32t 0,020 1,38 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 1 1289 Envelope lass/gain 1243 660 1 5019 7356 12 a) Infiltration 280 34 646 79 b) Roam ventilation 0 0 0 0 13 Internal gains, Occupants 230 0 0 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 1524 1694 5665 7435 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 35$ 170 {} 0 14 Subtotal 1882 1664 5665 7435 15 Duct loads -0% 00,E 0 0 -Ong, 0% 0 0 Total roam load 1882 1$64 5665 7435 Air required (cfm) 51 103 1531 412 Cg laulidi g nE g22L2yga AQQ6 12 m=j g1l L2gMiLtmjnj§ of M nUgl r'ghtso Right-SufteO Universal 2015 15.0,02 RSU13114 2014- Sep - 3013.45 13 Page 5 ndsg3rendan Osborne(2777 Depew,Wneat Ridga).rup Cato = MJ8 Front Door faces; S �. ••,,, R i g ht-JO W Ba selMain R and R Heating i Coolin 1005 E. 75th Ave,, Denver, CO $0229 Phone� (303)289-3441 Fax (303)289-9989 J ob : *. Date: e 1 Room name 676 83 - Office 128 Pantry b) Room ventilation 2 Exposed wall 0 0 37.0 it 0 13 7.0 it O 3 Room height 0 90 it O heat/cool Appliancestother 9.0 If heancool 0 4 Room dimensions 0 I,0 x 188.0 ft 7.O x 6.0 ft 5 Room area 55 Less external load 188,0 ftz O 0 42.0 ft' 0 TY Construction Less transfer U -value Or HTM 0 Area (ft') Load 0 Area (ft') 0 load Redistribution number 25 (stuhfft -AF (Btuhtft) or perimeter (ft) (Btuh) 14 or perimeter (ft) (stub) 3949 2536 0 Heat Coal Gross P#tP1S Neat Com 0 Grass NIPIS 0 1 h0 Heat Cool 0 6 Total room load 12F -Osw 0.066 n 4.48 0.81 81 01 81 363 65 0 0 0 0 of Low -E 30 ° 35 0 0,300 n 20.70 11.51 0 0 0 0 0 0 0 0 Concrete Base 0,063 n 5.73 0,71 0 0 0 0 0 0 0 0 Low-E 30 - 35 0.300 n 20.70 11.51 0 0 0 0 0 0 0 0 11 12F -Osw 01 a 4.48 0,81 114 65 292 52 0 0 0 0 Low-E 30- 36 0,300 a 2010 37,78 49 0 1014 Iasi 0 0 0 0 w Concrete Base 0.083 a 5.73 0.79 0 0 0 0 0 0' 0 0 12F -0sw O.065 s 4.48 0.81 138 89 399 72 63 63 283 51 Low-E 30 - 35 0.300 s 20,70 19,02 49 0 1014 932 0 0 0 0 Concrete Base 0.083 s 5.73 0,71 0 0 0 0 0 0 0 0 Low-E 30 - 35 0.300 s 20.70 99,02 0 0 0 0 0 0 0 0 12Fa0sw 0,065 4.48 0.81 0' 0 0 0 0 0 0 0 Low- -E 30 - 35 (, w 20.70 37.78 0 0 0 0 0 0 0 0 w Concrete Base 0.083 w 5,73 011 ' 0 0 0 0 0 0' 0 0 12F 0.065 - 4,48 0133 0 0 0 0 0 0 0 0 1100 0.390 n 26.91 9.20 0 0' 0 0 0 0 0 0 C 16B -38ad 0,026 1.79 1.22 0 0 0 0 0' 0 0 0 C 168 -38ad 0.026 1.79 1.22' 0 0 0 0 0 0 0 0 F 19A -Obsco 0.295 0.00 0.00 0 0 0 0' 0 0 0 0 F 19A- 30bscp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 - 138 0.00 of 01 01 01 of 0 0 0 61 c) AED excursion 545 .12 Enveloped gain 3083 2427 1 283 39 I2 a) infittration 676 83 128 16 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants f 230 O 0 0 O Appliancestother 0 0 Subtotal (lines 6 to 13) 3759 2510 411 55 Less external load O 0 0 0 Less transfer 0' 0 0 0 Redistribution 189 25 -411 -55 14 Subtotal 3949 2536 0 0 15 Duct loads -0 0 t0 0DA 0 0 -0°A 0 1 h0 0 0 Total room load 3949 25361 1 01 0 Air required (cfm) 107 141 of 0 r"ig t Bits 2014- Sep -30 13:45;13 Right -Suit Universal 2015 15.0,02 RSU13114 Page ...ndsFBrendan Osbo e(2777 Depew,Wh Ridge).rap Calc = MJ8 Front Door faces. S . • Cry►► Wo rksheet Ba selMain • R Heating & Cooling De nver, 1005 E, 75th Ave,, CO 80 229 Phone: (303)289 Fax: (303)289 Job: 2777 D- Ridge Date. r 1 Roam name O Powder Wet Bar 2 Exposed wait 0 0 0 ft 1 361 206 5,3 ft a) Infittration 3 Room height 0 9.0 it 98 heat/cool 9.0 It heat/cool 0 4 Room dimensions O 5.3 x 7.0 It 0 53 x 8.3 ft 0 5 Room area 0 373 ft? 44.4 ft' 0 Ty Construction U -value Or HTM 0 Area if t?) 0 Load Area (ft 459 218 Load Leas extemat load number I (Stuhtft - (Btuhlft) or perimeter (ft) 0 (Btuh) or perimeter (f #) (Blob) 0' 0 0 Heat Coot Grose t7tP7S beat Coot Gross N): Heat Cool 14 6 Vt 12F -0sw 0 0,065 n 4.48 0.81 0 0 0 0 0 0 0% 0 0 .0 0 /6 0 0% 0 Low -E 30- 35 1 O. 300 n 2010 11.51 0 0 0 0 0 0 0 0 Aar required (elm) 0 0 0 Concrete Ease O.083 n 5.73 0.71 0 0 0 0 0 0 0 0 Low -E 30 - 35 0300 n 20,70 11.51 0 0 0 0 0 0 0 0 11 12F -Osw O.065 a 4.48 0,81 0 0 0 0 0 0 0 0 Low-F- 30 - 35 0,300 a 206,70 37.78 0 0 0 0 O 0 0 0 w Concrete Ease 0.083 e 5.73 0.71 0 0 0 0 0 0 0 0 12F -Osw O.065 s 4,46 0.81 0' 0 0 0 48 39 175 31 l ow -E 30 - 35 0,300 a 20.70 19.02 0 0 0 0 9 O 186 171 Concrete Base 0.083 s 5.73 0.71 0 0 0 0 0 0 0 0 Low -E 30 - 35 0300 a 20.70 19.02 0 0 0 0 0 0 0 0 12F -0sw 0,066 w 4.48 0.81 0 0 0 0 0 0 0 0 Low-15 30 - 35 0.300 w 20.70 3718 0 0 0 0 0 0 0 0 w Concrete Base 0.083 w 5.73 0,71 0 0 0 0 0 0 0 0 12F -Osw 0,065 - 4.48 0,33" 0 0 0 0, 0 0 0 0 11 DO 0.390 it 26.91 9.20 0 0 0 0 0 0 0 0 C 168 -38ad 0.026 1.79 1.22' 0 0 0 0 0 0 0 0 C 168 -36ad 0.026 1.79 1.22 0 0 0 0 0 0 0 0 F 19A -Obsco 0.295 0.00 0.00 0 0 0 0 0 0 0 0 F 19A- 30bscp 0,034 0.00 0.00 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.38 0,001 01 01 01 of 01 01 0 0 6 c) AD excursion O 3 Envelope loss /gain 0 0 1 361 206 12 a) Infittration 0 0 98 12 b) Room ventilation 0 0 O 0 13 internal gains: Occupants 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 0 0 459 218 Leas extemat load 0 0 0 0 Less transfer 0' 0 0 0 Redistribution 0 0' -459 -218 14 Subtotal 0 0 0 0 15 Duct loads -0% 0% 0 0 .0 0 /6 0% 0 0 1 Total room load 0 0 0 Aar required (elm) 0 0 101 0 �4""w I io nj 922 Mv g d , _bj A"'1 A9 12 mi gel all M uiLeLnj otj of M 0 t J 8 iI Ed rightso Right-SufteS Universal 2015 15,0.02 RSU13114 2014- Sep - 3013;4513 Page 7 , ndaiBrendan Osbome(2777 Depew, ' ea# Ridge).rup Cate = RA,lB Front Door faces: . N =7=M Rig Wor ksheet Up • R Heat «. C oo li ng 1005 E. 75th Ave., Denver, CO 80229 Phow (303)289-3441 Fax� (303)289-9989 Job: 2777 Depew, Wheat Ridge Date: 9130114 0.683 Upper Floor Batts Room name 180.0 If Exposed wall Room height 9.0 ft heat1wol Ro dimensions R .: area 1128.4 f t' « U -value Or « 0.683 Upper Floor Batts 6.00 180.0 If « 9.0 ft 9.0 ft heat1wol 0 5.7 x 9.0 ft 1128.4 f t' 51.6 W U -value Or HTM Area (ft') Load Area (ft') Load (Btuhditk 0.00 (Stuhtfta) or perimeter (ft) e or perimeter (ft) (Btuh) 0 Heat Cool Gross N/PIS Heat Cool Gross NIPIS Heat Cool 0.065 n 4.48 0.81 492 406 d 322 0 f 0 �e n 20.70 9a 0« y. 93 0 1915 0.683 Upper Floor Batts 6.00 180.0 If 51 It 9.0 ft 9.0 ft heat1wol 0 5.7 x 9.0 ft 1128.4 f t' 51.6 W U -value Or HTM Area (ft') Load Area (ft') Load (Btuhditk 0.00 (Stuhtfta) or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) 0 Heat Cool Gross N/PIS Heat Cool Gross NIPIS Heat Cool 0.065 n 4.48 0.81 492 406 179,2 322 0 0 0 0. n 20.70 11.51 93 0 1915 1065 6 0 0 0 0.083 n 6.00 0.00 0 0 0 0 0 0 0 0 0,300 n 0.00 0.00 0 0 0 0 0 0 0 0 0,065 a 4.48 0.81 318 192 861 155 0 0 0 0 0. e 26.76 37.78 126 0 2608 4760 0 0 0 0 6.083 e 0.00 0.00 0 0 0 0 0 0 0 0 6. $ 4.48 0.81 492 435 1951 351 51 30 135 24 0,300 s 2016 19.02 57 0 1186 1084 21 0 435 399 0,083 s 0,60 6.00 0 0 0 0 0 0 0 0 0,300 s 0.00 0.00 0 0 0 0 0 0 0 0 0. 056 w 4.48 0.89 318 262 1175 211 0 0 0 0 0.300 w 20.70 37.78 56 0 1159 2116 0 0 0 0 0.683 wr 6.60 6.00 0 0 0 0 0 95896 0 0 661 0 0.665 - 0.00 0.00 3291 0 0 104 0 0 0 0 0 0 0 0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 0 0:026 Subtotal (lines 6 to 13) 1.79 122 18987 1128 1128 764 2624 1382 51 0 51 91 0 62 0,026 Less transfer 0,00 0.00 0 0 0 0 0 0 0 0 0 0 445 0 0195 Subtotal 7,65 135 18987 74 74 1210 565 15 929 00,E 0 0' 0 -0°/n 0 0 0 0.034 Total room load 1.97 0.45 18987 236 236 1210 465 167 0 674 0 0 43 0 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excu €stun p 93 Envelope loss/gain 95896 11681' 661 579 12 a) Infiltration 3291 404 104 13 b) Room ventilation 0 0 0 0 13 internal gains: Occupants 230 4 920 0 0 Appliancestother Soo 0 Subtotal (lines 6 to 13) 18987 13505 764 592 Less external load 0 0 0 0 Less transfer 0 0' 0 0 Redistribution 0 0 445 474 14 Subtotal 18987 13505 1210 1 15 Duct loads 00,E 0% 0' 0 -0°/n 0 0 0 Total room load 18987 13505 1210 1066 Air u "rred (cfm} 674 884 43 70 Q&� Iaji2oj 992roved by A A 12 mttj ell Ltg&e_me0j§ 2f Manugl j §1h Ld. jw ightrs 2014- Sep-30 13:45:13 Right-Suit Universal2015 15.0.62 RSU13114 Page ... ndslBrendan Osbome (2777 pew,VVheat Rldge).rup Calc = MJ8 Front Door faces: S Right Worksheet U • Denver, s Job: 2777 Depew, Wheat Ridge #. t 9 Room name Bathroom Bedroom 1 2 Exposed wall 28 70.0 ft 45.7 ft Envelope losstgain 3 Room height 639 315 1 9.0 it 1 heat/cool 3063 9.0 It a) Infiltration heavc0ol 4 Room dimensions 22 90.0 x 63 If b) Room ventilation 1.0 x 210.0 ft 0' 5 Room area 0 633 W 13 Internal gains: Occupants C 230 0 210.0 ft' 0 1 TY Construction U -value tar HTM Area (W) Load Area (ft') Load 0 Subtotal (lines 6 to 13) number (Btuhtft -'F (Btuh /ft) or perimeter (ft) (Blob) 3395 or perimeter (ft) (Btuh 0 0 Heat Coot Gross 41PIS Neat Coal Cross tgCP! s Heat Coot 6 0 1F -Osw Redistribution 0.065 n 4.48 0.81 0 0 0 512 0 135 105 471 85 Low -E 30 - 35 5401 0.300 n 20.70 11.51 0 0 0 0 0 0 30 0 0 621 345 1178 Concrete Base 0.083 n 0,00 0,00 0 Air required (elm) 0 0 0 0 0 0 256 0 Low -E 30 - 35 O, 300 n 0.00 0.,00 0 0 0 0 0 0 0 0 11 12F -Osw 0,0 65 a 4,48 0.81 0 0 0 0 138 96 431 77 Low -E 30 - 35 0,300 e 20.70 37.78 0 0 0 0 42 0 869 1587 W Concrete Base 0.083 a 0.00 0.00 0 0 0 0 0 0 0 0 12F OD65 s 4.48 0,81 90 83 370 66 0 0 0 0 Lo -E 30 - 35 O, 3W s 2010. 19.02 8 0 155 143 0. 0. 0 0 Concrete Base 0.083 s 0.00 0.00 0 0 0 0 0 0 0 0 Low -E 30 - 35 0,300 s 0.00 0.00 0 0 0 0 0 0 0 0 12F 0,065 w 4.48 0.81 0 0 0 0 138 121 540 97 Low•E 30 - 35 0,300 w 20,70 37.78 0 0 0 0 18 0 362 661 Concrete Base 0.083 w 0.00 0.00 0 0 0 0 0 0 0 0 12F -Osw 0. 065 - OM 0.00 0 0 0 0 0 0 0 0 1830 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 1.79 1.22 63 63 114 78 210 210 377 257 C 168-3w 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 19A -0bsco 0.295 7.65 1.75 0 0 0 0 O 0 0 0 F 19A-30bscp 0,034 1.97 0,45 O 0 O O 210 210 413 95 F 21A -32t 0.020 0.00 0.00 0 01 0 0 0 0 0 0 C I l ons apeLqyed A A 12 meM all L2gUirjMjnLsqf M nual J 8th Ed. verright o Right -Suit Universal 2015 15,0,02 RSU13114 2014 - Sep - 301345:13 Page 9 .ndstBrend in Osbome (2777 Depew,Wneat Ridge).rup Calc = MJ8 Front Door faces: S 61 c) AED excursion 28 141 Envelope losstgain 639 315 1 1 4085 3063 12 a) Infiltration 163 22 835 102 b) Room ventilation 0' 0 0 0 13 Internal gains: Occupants C 230 0 0 1 230 Appliancesfother 0 0 Subtotal (lines 6 to 13) 822 337 4920 3395 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 356 379 481 512 14 Subtotal 1178 716 5401 3907 15 Duct loads -0% 0% 0 0 -0% 0 °R 0 0 Total room load 1 1178 711 5401 3907 Air required (elm) 42 47 1 1 192 256 C I l ons apeLqyed A A 12 meM all L2gUirjMjnLsqf M nual J 8th Ed. verright o Right -Suit Universal 2015 15,0,02 RSU13114 2014 - Sep - 301345:13 Page 9 .ndstBrend in Osbome (2777 Depew,Wneat Ridge).rup Calc = MJ8 Front Door faces: S R ight-A) W Upper Floor * r. C 1005 E, 75th Ave., Denver, CO 80229 Phone: (303)289-3441 Fw (303)289-9989 Job: 2777 Depew, Wheat Ridge M ate: 4 1 Room name -114 Bedroom 2 Laundry -21 2 Exposed wall 3224 2431 37.3 ft 12 0 If a) infiltration 3 Room height 84 9.0 ft heat/cool 9.0 It heat/cool 0 4 Room dimensions 0 0 1.0 x 198.4 ft 1 6.0 x 3:3 If 0 5 Room area 0 1984 ft' 20.0 ftz Ty Construction U -Value Or HTM Area (ft.) (ft') 2744 Load Area (fix) 75 Load Less external load number 0 (Btuh/ - °F (Btuh/ft) or perimeter (ft) (Btuh) 0 or perimeter (ft) (Btuh) 0 0 0 Heat Cool Gross N1P /S Heat Coal Gross NtPTS Neat Coot 321 6 341 12F -0sw Subtotal OMS n 4.48 0,81 96 81 363 65 0 Duct toads 0 0% 0 0 0 0 low - 30 - 35 0300 n 20,70 11,61 15 4602 0 311 173 0 0 0 0 183 228 Concrete Base 0.083 n 0.00 0.00 0 0 0 0 0 0 0 0 Law -E 30 - 35 0,300 n 0.00 0.001 0' 0 0 0 0 0 0' 0 11 Vt 12F - Osw OD65 a 4,48 0.81 114 72 323 58 0 0 0 0 Low -E 30 - 35 0.300 e 2070 37.76 42 0 869 1587 0 0 0 0 Concrete Base 0.083 a 0.00 0,0 0 0 0 0 0 0 0 0 12F•0sw 0.065 s 4.48 0,81 126 111 498 89 0 0 0 0 Law -E 30 - 35 0,300 s 2010 19.02 15 0 311 285 0' 0 0 0 Concrete Base 0.083 s 0.00 0.00 0 0 0 0 0 0 0 0 Low -E 30 - 35 0.300 s 0.00 0.00 0 0 0 0 0 0 0 0 12F 0.065 w 4.48 081 0 0 0 0 0 0 0 0 Low 30 - 35 0. w 20,70 37.78 0 0 0 0 0 0 0 0 Concrete Base 0.083 w 0.00 000 0 0 0 0 0 0 0 0 12F -0sw 0.085 - 0.00 0,00 0 0 0 0 0 0 0 1180 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B -38ad 0.026 1179 1.22 198 198 356 243 20, 20 36 24 C 168 -38ad 0.026 0:00 0,00 0 0' 0 0 0 0 0 0 F 19A-Obsco 0.295 7,65 1.75 25 25 194 44 0 0 0 0 F 19A- 30bsep 0,034 1.97 0.45 0 0 0 0 20 20 39 9 F 21A-32t 0.020 0,00 0.00 0 0 0 0 Of 0' 0 0 61 c) AED excursion -114 -21 Envelope iosslgair 3224 2431 75 12 12 a) infiltration 683 84 0 0 b) Room ventilation 0 0 ' 0 0 13 internal gains: Occupants Q 230 1 230 0 0 Appliances/other 0 Subtotal {fines 6 to 13) 3907 2744 75 512 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 695 740 321 341 14 Subtotal 4602 3484 396 853 15 Duct toads -0% 0% 0 0 -0 0 0 0 Total roam Toad 4602 3484 396 853 Air required (ofm) 183 228 14 56 Ca lcul d ! n r v ty 6CCA 12 rrlet!! [gg&2mtnj§ of lUl nfJ ! J §1h . ! �+FltCr� F1L" 2014- Sep -30 13:4513 Right -Suet Universal 2015 15.0.02 RSU13114 Page 1Q. ndstBrendan 03sborne(2777 Depew,Wheat Ridge).rup Catc « MJ8 Front Door faces: S f t , Right-A) Worksheet U # R Heating i C oo li ng 1 005 E 75th Ave De nver, CO 80229 Phone: (303)289-3441 Fax: (303)289-9989 Jo Dep ew, Wheat Ridge i, 1 1 Room name 1 301 Master Bath Master Bedroom 2 Exposed Wadi 1411 1251 20.0 ft 1007 12 273 If 3 Room height 500 9.0 If heat/cool 9.0 If 0 heat/0001 4 Room dimensions 0 0 13 Internal gains: Occupants 230 0 1.0 x 1042 ft 0 13,7 x 15.3 It 5 Room area Appliances/other 104,2 ft' 209,6 ft? 0 Subtotal (lines 6 to 13) Ty Construction 1296 "adue or NTM 2684 Area (ft � Load Area (ftx) 0 Load 0 0 number Less transfer (Btuhdff - *F (Btuh /ft') or perimeter (ft) (Btuh) � or perimeter (ft) � (Btuh) 1038 218 702 Meat Coot Cross NIP15 H eat Cool Cross N1PI5 3386 Neat Cool Duct loads 6 VL_G 12F -Osw 0' 0,065 n 448 0.81 102 102 1 457 2814 82 123 93 3386 1 417 7 Low -E 30 - 35 99 0,300 n 2070 91,51 0 0 0 0 30 0 621 345 Concrete Base 0.083 n 0.00 0.00 0 0 0 0 0 0 0 0 Low -E 30 - 35 0,300 n 0 „00 0.00 0 0 0 0 0 0 0 0 11 VE 12F•Osw 0,065 a 4.48 (r81 0 0 0 0 0 0 0 0 Low-E 30 - 35 0.300 e 20.70 37,78 0 0 0 0 0 0 0 0 Concrete Base 0.083 e 0.00 0.00 0 0 0 0 0 0 0 0 12F -Osw 0:065 s 4,48 0.81 0 0 0 0 123' 110 491 88 Low -E 30 - 35 030D s 2010 19,02 0 0 0 0 14' 0 279 257 Concrete Base 0.083 s 0.00 000 0 0 0 0 0 0 0 0 Lour -E 30 - 35 0.300 s 0,00 0.00 0 0 0 0 0 0' 0 0 12F -Osw 0.065 w 4.48 0.81 78 61 271 49 0 0 0 0 Low -E 30 - 35 0.300 w 20.70 37,78 18 0 362 661 0 0 0 0 w Concrete Base 0,063 w 0.00 0.00 0 0 0 0 0 O 0 0 12F -0sw 0.065 - 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 n O 00 0.00 0 0 0 0 0 0 0 0 16B -38ad 0,026 1,79 1.22 104 104 187 128 210 210 376 257 C 168 -38ad 0:026 0.00 0,00 0 0 0 0 0 0 0 0 F 19A -0bsco 0295 7.65 1.75 17 17 133 30 0 0 0 0 F 19A- 30bscp 0.034 1.97 0.45 0 0 0 0 0 0 0 0 F 21A -32t 0,020 0.00 0.00 0 0 0 0 0 01 0 0 61 c) AED excursion 1 301 15 Envelope loss/gain 1411 1251 2185 1007 12 a) Infiltration 366 46 500 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 1776 1296 2684 1528 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1038 218 702 437 14 Subtotal 2814 1514 3386 1965 15 Duct loads -0% 0 °la 0 0' -0 /0 0% 0 0 Total room load 1 1 2814 1514 3386 1 1965 Air required (ctm) 100 99 120 1291 C, &U1gj i2nj jj2g by AggA 12 meat III r& m n f Manual J 8th gd. 4 W ,49htsoft 2014- Sep - 3013:45:13 Right - Solt Universal 2015 15.0.02 RSU13114 Page 11 ...nds\Brendan dOsbome (2777 Depew,Wheat Ridge),rup Catc = MJ8 Front Door faces. S R i ght- A ) W N6=7== U p p er Fl oo r Denver R and R Heating & Cooling Inc. IOD5 E, 75th Ave., :Y (30 3)289-3441 Fax� (303)289-9989 s♦ Depew Wheat Ridge Date: 4 1 Room name 329' 40 MBR Closet 293 Upper Hall b) Room ventilation Exposed wall 0 0 180 ft 0 13 Internal gains: Occupants @ 230 16.01 ft 3 Room height 0 9.0 ft Appliancestother heat/ cool 9,0 ft 0 heat/cool 4 Room dimensions 0 Subtotal (lines 6 to 13) 1.0 x 69.6 ft 1.0 x 2023 ft 2637 5 Room area Less external load 0 89.5 ft' 202:3 f1' 0 Less transfer Ty construction 0 U -value Or HTM Area (ft') 0 Load Area (ft') -1401 -294 toad -2637 number 14 (Btuhtft -`F (Btuh1ft) or perimeter (ft) (Bath} or perimeter (ft) 15 (Stub) -0% 0$ /a 0 0 -0% 0% Heat Goon Gross NIPtS Heat Goof 0 Gross IYtPtS Heat Cool 6 12F -Osw+ 0.065 n 4.48 0,81 0 0 (}.� 0 0 36 19 83 15 Low-E 30 - 35 0,300 n 20.70 11,51 0 0 0 0 18 0 362 201 Concrete Base 0.083 n 0,00 0,00 0 0 0 0 0 0 0 0 Low -E 30 - 35 0300 n 0.00 0.00 0 0 0 0 0 0 0 0 1 # 12F 0,065 e 4.48 0.81 0 0 0 O 66 24 108 19 Low-E 30 - 35 0.300 a 20.70 37.78 0 0' 0 0 42 0 869 1587 w Concrete Base 0.083 e 0,00 0.00 0 0 0 0 0 0 0 0 12F -Osw 0.065 s 4.45 0,81 102 102 457 82 0 0 0 0 Low -E 30.35 0300 s 20.70 19.02 0 0 0 0 0 0 0 0 Concrete Fuse 0.083 s 0.00 0.00 0 0 0 0 0 0 0 0 Low -E 30 - 35 0300 s 0.00 0,00 0 0 0 0 0 0 0 0 12F -Osw OZ65 w 4.48 0.81 60 60 259 48 42 21 94 17 Low -E 30.35 0300 w 20=70 3718 0 0 0 0 21 0 435 793 w Concrete Base 0,083 w 0.00 0.00 0 0 0 0 0 0 0 0 12F - Osw 0.065 0.00 0.00 0 0 0 0 0 0 0 0 1113 0390 n 0,00 0.00 0 0 0 0' 0 0 0 0 C 168 -3ad 0,026 1.79 112 70 70 125 85 202 202 363 248 C 168-38ad 0,026 0.00 ODD 0 0 0 0 0 0 0 F 19A -Obscp 0.295 7,65 1.75' 29' 29' 221 51 2 2 18 4 F 19A- 30bscp O. 1.97 0.45 0 0 0 0 6 6 12 F 21A -32t 0.020 0,00 0.00 0 0 0 O 0 0 0 0 61 c) AED excursion 1 -12 -117 Envelope lossigain 1072 2541 2344 2770 12 a) Infiltration 329' 40 293 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 1401 294 2637 2806 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -1401 -294 -2637 -2806 14 Subtotal 0 0 0 0 15 Duct loads -0% 0$ /a 0 0 -0% 0% 0 0 Total room load 0 0 O 0 Aif f£K1C6lred {Cfm) 0 0 0 (}.� ilp r v b A t rn a I# r it m nt c1f Ni nu 1 th . rr igRht o 2014- Sep•3013:45 13 Right -Su t Universal 2015 15,0_02 RSU13114 Page 122, ndslBrendan Osbome(2777 Depew,Wheat Ridge).rup Cato = MJ8 Front Door faces: Second Floor Duct System Summary Job: 2777 Depew; Wheat Ridg wd D ate: 9130114 BaselMain By: a �a, R and R Heating & Cooling Inc. 1005 E, 75th Ave,, Denver, •'e 4 . (303 )289-3441 Fax: (303)289-9989 Project Information Return Branca Detail Table Grill Design Htg Dlg Design Dlam H x W Duct Actual Ftg.Egv Name (Stuh) (cf) (cfm) F (in) (in) Math Ln (ft) Ln (ft) "gunk Basement h 2223 391 123 0 0 Ox 0 ShMt 0 0 Dining c 3676 104 204 0 0 Ox 0 ShMt 0 0 Entry/Strs, c 2454 79 136 0 0 Ox 0 ShMt 0 0 Kitchen c 1864 51 103 0 0 Ox 0 ShMt 0 0 Uvivng c 24 51 137 0 0 Ox 0 ShMt 0 0 Uvivng -A c 2478 51 137 0 0 Ox 0 ShMt 0 0 Uvivng - s c 2478 51 137 0 0 Ox 0 ShMt 0 0 Office c 2536 107 141 0 0 Ox 0 ShMt 0 0 Return Branca Detail Table Grill S tud/Jo ist Duct System Summary Job: 2777 Depew, wheat Ridge Date: 9130/14 Upper Floor B R and R Heating & Cooling Inc. 0 80229 Phone: Project Information 2777 Depe, Wheat Midge Return Branch Detail Table Grill Size (in) Design Htg Cig Design Diam HxW Duct Actual Ftg. qv Name (Btuh) (cfm) (Cfm) FR (in) (in) Mati Ln (ft) Ln (ft) Trunk Bath c 1066 43 70 0 0 0x 0 ShMt 0 0 Bathroom C 716 42 47 0 0 0x 0 ShMt 0 0 Bedroom t C 3907 192 256 0 0 0x 0 ShMt 0 0 Bedroom z C 3484 163 226 0 0 0x 0 ShMt 0 0 Laundry C 853 14 56 0 0 0x0 ShMt 0 0 Master Bath h 1514 100 99 0 0 0x 0 ShMt 0 0 Master Bedroom C 1965 120 129 0 0 0x 0 ShMt 0 0 Return Branch Detail Table Grill Size (in) HxW (in) Stud/Joist Opening (in) Project 410 13,0 10.0 0.045 17 Orientation: Front Energy Code: 20091ECC 38 Location: Wheat Ridge, Colorado Orientation: Front Construction Type: Single-family IOR Project Type: New Construction Wheat Ridge Building DeP81rtment Orientation: Bldg. faces 90 deg. from North 0 APP ved Conditioned Floor Area: 2,966 ft2 Orientation: Left side Glazing Area 15% Climate Zone: 5 WUIL OF CIAO Permit Date: x DATE V#H ft Of P""* The issuance Permit Number: 36 of a p ermrt or aprov of Plans, swficistions " "mPutiNiOns shall no p al i t be Construction Site: Owner/Agent: p ermit for, or an appcoval of, any vlols n to tio 2777 Depew Street F9 Productions prat the, Wheat Ridge, CO 80214 703 3rd, Ave. 110 10.0 Suite D. 15 Orientation: Back Longmont, CO 80501 200M Compliance: 22.5% Better Than Code Maximum Uk 627 Your Uk 486 The Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, Wheat Ridge BUIA(fincl It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. A q r late. A Eravel ope-A55embli-u Wall 1: Solid Concrete or Masonry: Interior Insulation 410 13,0 10.0 0.045 17 Orientation: Front Door 1. Glass 38 0.350 13 Orientation: Front Wall 2: Solid Concrete or Masonry: Interior Insulation 450 13.0 10.0 0,045 16 Orientation: Left side Window: Vinyl Frarne:Double Pane with Low-E 102 0.350 36 Orientation: Left side Wall 3: Solid Concrete or Masonry: Interior Insulation 410 110 10.0 0:045 15 Orientation: Back Window: Vinyl Frame:Double Pane with Low-E 63 0,350 22 Orientation: Back Door 3: Glass 21 0.350 7 Orientation: Back Wall 4: Solid Concrete or Masonry: Interior Insulation 450 13.0 100 0.045 17 Orientation: Right side Door 5: Solid 24 0.350 8 Orientation: Unspecified Window 4: Vinyl Frame:Double Pane with Low-E 6 0,350 2 Orientation: Back Door 4: Glass 48 0.350 17 Orientation: Back Project Title: Data filename: C:\Projects\Current\4605 2777 Depew Street.rck Report �a e--­OWM Page 1 9 A. Wood Frame, 16" o.c. :Attic Kneewall 375 21.0 0.0 0.057 17 Orientation: Front Window. Vinyl Frame.Double Pane with Low -E 84 0.350 29 Orientation: Front B, Wood Frame, 16 °" o.c.,Attic Kneewall 450 21.0 0.0 0,057 22 Orientation: Left side Window: Vinyl Frame :Double Pane with Low -E 58 0.350 20 Orientation: Front C: Wood Frame, 16" o,c. :Attic Kneewall 375 21.0 0.0 0.057 18 Orientation: Back Door 6: Solid 24 0,350 8 Orientation: Unspecified Window: Vinyl Frame :Double Pane with Low -E 34 0350 12 Orientation: Back D: Woad Frame, 16" o.c.:Attic Kneewall 450 21.0 0.0 0.057 22 Orientation: Right side Window: Vinyl Frame :Double Pane with Law -E 63 0350 22 Orientation: Back Ceiling 1: Flat Ceiling or Scissor Truss 1.777 30,0 0.0 0.035 62 Floor 1: All -Woad Joistfrruss :Over Unconditioned Space 1,777 19,0 0,0 0.047 84 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Date Name - Title Signature Project Notes: Kevin Laughton Certified as an Energy Plans Examiner (Residential & Non Residential) Tailored Energy Services - www.TailoredEnergyOnline . net Title 24, GreenPoint, REScheck and COMcheck Reports 1640 West Longview Ave Stockton Tull Free 1 888 310 0808 kevcn TanoredEnergyOnline ,net Project Title: Data filename: C :\Projects\Current \4605 2777 D pew Street.rck Report date: 0812811 Page 2 of 9 EMU Comments/Assumptions: __ .� ._ _ _ ,_,_ _ ...__ ...a ._.._ + ' lIEC� Foun(i t ins ti n compii Cram nt /Assu pti � a 0 .2.1 A protective covering is installed to ElComplies [FO113 protect exposed exterior insulation C Does Not and extends a minimum of C in. below grade. E3Not Observable ONot Applicable ._. �_.._ .. �_�.__ �.._..._._ .. .�� _._...._� _�,�_.._ ..... ...__ _.�.._, ...v.�_.�.��.... 401 Snow- and ice - melting system controls DComplies (FO12]a Installed. EJpoes Not [)Not Observable C]Not Applicable Section i ire r f Rough-in gh in Insp cti Value � Value ; Complies? � Comments/Assumption ... i . w.... _ w Nan i 402.1.1, Door U- factor. U- U EPComplies See the Envelope Assemblies 402.14 ODoes Not table for values, (FRI]' []Not Observable __-.. . Not Applicable 40211, 4023,1, v. w., .._.. �. _,..�.� _.. Glazing U- factor (area - weighted average). _..... .._, u...�......., .r_ U -_ U ...__ —..._ complies 0Does Not See the Envelope Assemblies table for values. 402.3.3, 402.5 [ Observable [FRZ[' []Not Applicable i 30313 ........ ........ .. . .. ..... .. ........ .. .. ... U- factors of fenestration products Complies [FR4]' are determined in accordance Does Not with the NFRC test procedure or taken from the default table. ONot Observable .....a_ ,.._ _,._,. ,..._ ._ ...,._. . _.... .... , .... ,. ,. �w. Not Applicable 4023.5 Sunrooms enclosing conditioned U- U �. �.. ��,.,,__.... , . _. 0complies . ......... , _,.._. _ e_,. .... . . ...... ...... ,,. , ...,, ,� [FR81' space have a maximum ElDoes Not fenestration - factor of 0.50 in [Not Observable Climate Zones 4 -8, New glazing separating the sunroom from ONot Applicable R conditioned space must meet i code re 402.3.5 ,...... .. Sunrooms enclosing conditioned _. U- _,..�..., U � �_,_ ._ew.,..... ...� ❑Complies m....e.. _ . . _�_ ....�, [FR9]' space have a maximum skylight CDoes Not "�' U- factor of 0,75 in Climate Zones Not Observable 4 ONot Applicable 402.4,4 Fenestration that is not site built is listed labeled l�Complies [FR201' and as meeting poes Not AAM DMAJCSA 10111.S.21A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code EINot Applicable limits 402.4,5 IC -rated recessed fighting fixtures ElComplies i[FR16[ sealed at housing /interior finish ElDoes Not a and labeled to indicate X2.0 cfm ONot Observable leakage at 75 Pa. [3Not Applicable ,..,....; _ .. .. 403.2.1 ...... .. .......,,.„e ..., ..... ... .,. .�. ,.. <., ,..wa„..,.wa «w.ti,w,M:w+w ..ww,.,,..2, . , a.ma;2..,,a,..,w:....WV«wd+, Supply ducts in attics are R- R1Complies ._,.,......». .._,_.. ...».. .... _,...,,. ..,,..,.......,,.. [FR12[' insulated to ?R -8. All other ducts R R_� ElDoes Not Alk in unconditioned spaces or outside the building envelope are ❑Not Observable insulated to >R f Not Applicable 403.2.2 All joints and seams of air ducts, DComplies _...v,.... .,._. _.._.._ ._..,_ ,,.,.. [FR13]' air handlers filter boxes, and lDoes Not building cavities used as return ducts are sealed [Not Observable l ONot Applicable 403.2:3 ........ Building cavities are not used for . ClCornpiies _. , ........., ,._. , . [FR15[ supply ducts. 1J Does Not ; []Not Observable Applicable M.. 403.E HVAC piping conveying fluids R- R- �.d...e_ ._.._�. [.Complies � _ ..... _..w....__ �..... [FR171 above 105 QF or chilled fluids ElDoes Not below 55 vF are insulated to >R- [Not Observable C 3 EINot Applicable _.... 403 .4 _ __.. Circulating service hot water ..__....__ �.. �.,,.,.,,... R R _�_ . _.__...�_r ..... ®Complies ._. [FR181 pipes are insulated to R -2. ElDoes Not kil ®Not Observable E3Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) Low Impact (Tier 3) �. Project Title: Report date: 0812811 Data filename: C:\Projects\Current\4605 2777 Depew Street.rck Page 5 of 9 I insulation Inspection € Plans Ve ; Complies? &...wa Value Valve aMr,.w. ». �. .....« . . ...,. ..., .. ,aaN. ,.....,,. a ..,...._n, ..,. M ,"tires o r n nts / Assn pitons .......o.....„ «..,,»..e.,,...,.. . ._ ..,..,.. .enw .w .... 303.1 All installed insulation is labeled lComplies [IN131 or the installed R- values. Does Not provided. []Not Observable E]Not Applicable 4021.1, A. _... _ _...........,., .,..r Floor insulation R value. R- w� „_ _ R m..� ElComplies _ .a,... �. .. _ _ .. ..... See the Envelope Assemblies 402.2.5, [ ] Wood E] Wood E]Does Not table For values. 4022.6 [INllx [ Steel E] Steel (]Not Observable ONot Applicable „... X303.2 __. _. ..,...... Floor insulation installed per ,....... � , CCom lies 402.2.6 manufacturer's instructions, and E]Does Not [IN21 in substantial contact with the �, Not Observable underside of the subfloor. . ' ONot Applicable 402.11, Wall insulation R- value. If this is a Rm R _.., _..._... . 3Compiies .,.. _ _._ . .._ ....... .. See the Envelope Assemblies 402.2.4, mass wall with at least 1 h of the E] Wood ] Wood E]Does Not table For values. 402.2.5 [IN31 wall insulation on the wall exterior, the exterior insulation n mass E] Mass Not Qbservable V requirement applies. tees [ Steel [ Not Ap pp i 303.2 Wall insulation is installed per ijCompiies [IN41 manufacturer's instructions. ®Does Not 9 •' [ Not Observable i ]Not Applicable 402.2.11 Sunroom wall insulation has a R- R OComplies [IN8]' minimum R value of R -13. New E]Does Not walls separating the sunroocn [ Observa from conditioned space must ONot Applicable meet code requirements 303.2 Sunroom wall insulation installed CCompiies i [IN9] per manufacturer Instructions. E Not i ° ONot Observable �NC}t Applicable 402.2 11 Sunroom ceiling minimum R_ R ClCoplies [IN10li insulation R value of R -19 in Does Not Climate Zones 1 -4„ and R -24 in []Neat Observable Climate Zones 5-8 C]Not Applicable 303.2 Sunroom ceiling insulation is ®Complies [IN11) installed per manufacturer's ” UDoes Not Instructions. ONot Observabl UNot Applicable Additional Comments /Assumptions: _.. ire & Final fns ction Provisions Fria eifireci � i ii? �tarifi+ec# Co mplies? i � ' Value f C i n f� p i�ar� 402.1.1, Ceiling insulation R value. Where R__ R- ElComplies W See the Envelope Assemblies_..w _ 402.2.1, > R -30 is required, R -30 can be Woad F] Wood C]Does Not table for values. 4022.2 used if insulation is not Steel E] Steel [_]Not Observable [Fill' compressed at eaves. R -30 may CJNot Applicable be used for 500 ft or 20% (whichever is less) where sufficient space is not available. .... 303.11.1, _... _... Ceiling insulation installed per ClComplies 3€13.2 manufacturer's instructions, ®Dees Not [F121 Blown insulation marked every' E]Not Observable 300 ftx [Not Applicable 402.23 Attic access hatch and door R- R- ElComplies _...... .................. ....... .. . [F131 insulation ;�tR -vauue of the DDoes Not i adjacent assembly. []Not Observable 1Not Applicable .,. ,_ ._. 14024.2, .... .,,. ,.... _._ ._... .. _ ...,.._ ...,..,.. _ Building envelope tightness _,.._ ....... ,_.. ,_ ,._, ....__ .. __„ ,... ,. ._ � ....,. ACH 50 = ACH 50 ._._ -.,_ . ._ _..­ ------- _ (Complies . _...... ,..,.. , ...... .._ ... _ ... __ ... ...... 402.4.2.1 'verified by blower door test result DDoes Not C [FI171 of <7 ACH at 50 Pa. This ONot Observable §k requirement may instead be met ONot Applicable via visual Inspection, in which case verification may need to occur during Insulation i Inspection, 402.4,.3 Wood - burning fireplaces have E [F18I gasketed doors and outdoor E]Does Not f combustion air. ONot Observable a:w.....:. []Not Applicable ..,,..,...., 1 403.2.2 ....... .. .. ....._ .._ . ... .._.., ...._ Past construction duct tightness ,.v.w,wu_H .,. wn .s...,M..,, ., u,M . cfm cfm ._._._, .._ ... [Complies ... ........ .... [F141 test result of :sg cfm to outdoors, DDoes Not or X12 cfm across systems. Or, [Nat Observable rough -in test result of F cfm E]Not Applicable across systems or �54 cfm without air handler. Rough -in test verification may need to occur during Framing Inspection _ _ .... ...... . .. ........ 403.1.1 .._ _. ... .. ..... Programmable thermostatsComplies ..__., . .. , _ ._ [F19] installed on forced air furnaces. Does Not kk E]Not Observable �. i E]Not Applicable 2 .. _... _.�� p therm ostat Installed ; _._w_� _ �.. Cl Complies ..� ., . _.,,. �. _,.,...w . ...�._ _,...._ [ 101 on heat pumps. p p Does Not E]Not Observable CJNot Applicable 4014 Circulating service hat water "ElCo [FI111 systems have automatic or i =ElDoes Not accessible manual controls, a [Not Observable z t r i � i ii i [(Not Applicable 403.9;1 Readily accessible switch on `,i ` a�QDoes ©Complies i [Fi12] heaters for swimming pools, �,rl Not i� i i 1 � 1 ,T��'�i E]Not Observable ONot Applicable 403.9.2 Timer switches an peal heaters ti Y ElComplies [FI19] and primps are present. 1 1 it }t 1 dDoes Nat i 1. �, i ;:�]Not Observable � i ,; .C1Not Applicable 1 High Impact (Tier 1) 2 1 (Medium Impact (Pier 2) j 3 Low Impact (Tier 3) Project Title: Report date: 08128/1 Data filename: CAProjects\Currenti4605 2777 Depew 5treet.rck Page 8 of 9 Additional Comments/Assumptions: 2009 IECC Energy Efficiency Certificat u tn MUMM Wall 21.00 Flo ♦ M. Ceilin Roo f 1 # #: Du spaces �rt -+ww, A Win Doo Heating System: C oo li ng Water Heater: Name: Date: Comments Does all existing roadway/at ley R.O.W. meet the standards of the City. V` Yes No If not, what is required? If R,O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. "' APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Pernut rr ° tion, subject to the stated requirements and/or attached stipulations. 4 t Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossirian, P.L.S. Date 6. V Stipulations: T — 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. 4 NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS A RESUtTOF' PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO ]'HE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06,2013 City of WheatR�i�c PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29"' Ave, Wheat Ridge, CO 80033-8001 P: 303.235.2 61 F: 301235.2857 Date: J-Ld� - Location of Construction: Puipose of Construction- , )A'i Single Family _1z Commercial Develooment Review ... $100.00 (Required of all projects, for document processing) Sin to Familv Resi Bence /Du glgx Review Fee:..... ... ...... __ ... ___... $ (Full initial review fee) Multi-Farnily _ $ TOTAL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE- WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.coms Rev 1212 2777 De•ew Street Wheat Ridge, Colorado 80214 0 a 83321M Senior Engineer South Colorado. Colorado Springs, CO 719.54&0600 Monumeft 719,488,2145 Central Colorado Englewood, CO 303,688,9475 Puebfo 7'19,544,7750 North Coloradw Greeley, CO 970,330,1071 Woodland Park: 719.687.6077 SUBSURFACE SOIL INVESTIGATION The soil encountered in test hole one consisted of black sandy clay top soil to the one foot depth; brown to tan silty sand to sandy clay with a loose to medium-dense consistency (Unified Soil Classification System symbol SM) from the one foot to the twenty-five foot depth and brown sandstone with a very hard consistency (Unified Soil Classification System symbol SM) from the twenty-five foot to the thirty foot depth. Attached are graphic summaries of the boring logs of the field conditions encountered and a summary of laboratory testing results. It should be noted that the soil descriptions shown on the boring logs are based on the geologist's visual classification of the samples in the field at the depths indicated. Actual subsurface soil conditions may vary between samples and location tested. Groundwater was not encountered in the test borings at the time of this investigation. The depth and occurrence of groundwater can vary over time depending on hydrologic conditions such as precipitation, surface drainage, irrigation, and other conditions not apparent at the time of this report. 2 Rocky Mountain Group — RMG Job No. 143675 - 77T fSTUC—W "I *rce* concreTe sTem waii supportea orT� a s spread footing W a size determined by the structural engineer. Maximum bearing strength shall not be taken as greater than 1,500 psf for foundation components bearing directly on undisturbed native soils, Footings shall be placed below organics and not bear • wet or frozen soil. Equivalent fluid pressures of the onsite soil, assuming level, drained conditions, may be taken as 45 pcf active and 250 pcf passive. These values are based on literature and were not established by site-specific laboratory sample analysis of shear strength. If slab on grade floor movement due to settlement or expansive soils is not acceptable, finished room floor areas supported on a structural floor system over a properly ventilated crawl space area should be considered. A component document to this report will be an Open Excavation Letter that will be produced after the Open Excavation Observation, which is not billed with this report, The purpose of the Open Excavation Letter is to determine whether any significant variation from this report and the observed condition exists and whether the foundation design will require modification. 3 Rocky Mountain Group — RMG Job No. 143675 FOUNDATION DESIGN & GEOLOGIC CONDITIONS: This report is not a foundation design. The foundation design engineer will determine the specific configuration of foundation elements, to include footing or pier sizes, placement, wall thickness and height, and reinforcement schedules. However, the foundation should be designed for a ten-foot free span. 4 Rocky Mountain Group — RMG Job No, 743675 All concrete in contact with subsurface materials should utilize Type 1/11 cement, Sulfate Resistive, with 28-day strength requirements determined by the foundation design engineer, Accepted geotechnical practice in the Colorado Front Range region utilizes a standardized scale to evaluate the risk of slab-on-grade movement relative to the swell potential of the native soils. The following information is given as reference only and does not imply approval for the use of stabs on grade. 5 Rocky Mountain Group — RMG Job No. 143675 If the builder and future owners are willing to accept the definite risk of damage due t* concrete floor slab movement, the following recommended details will help reduce wetting M f the soils underneath the slabs, which could result in damage when wetting of the soil does occur. Interior concrete slabs shall be isolated from the foundation, utility lines and non-bearing partition walls. Separate the slab from all load bearing members and utility lines to allow for independent movement of the slab. Provide a positive control or slip joint at the construction joint between the slab and foundation walls. Slabs shall have control joints at approximately ten feet on center each way to lessen the possibility of random cracking. These control joints may be installed as construction joints, saw cuts and/or scoring of the slabs. Cuts should be made at least % the total thickness of the slab. A good quality concrete sealant should be installed in these joints to prevent surface discharges of water from penetrating slab subgrades. If a hot water heating system is used, the pipe should not be placed beneath t concrete floor slab. If a forced air furnace is used, a 3-inch collapsible connectil should be provided between the furnace and the heat ducts. 6 Rocky Mountain Group -- RMG Job No, 143675 The soils that will support the concrete slabs should be kept moist duri construction by occasionally sprinkling water and especially a day or two prior pouring of the slab. This procedure will help maintain the moisture content of thl underlying soil. In addition to the above recommendations, another means by which to reduce the risk of excessive movement and cracking to slab-on-grade construction would be to over-excavate the below slab soil two or more feet, replace with compacted structural fill material, and pour the concrete slab six inches thick with a reinforcing mat of #4/60 bars at 18 inches each way, If applicable and compaction of the native or borrow soils is required, it is highly recommended that you pick up an informative brochure provided at any RIVIG office, In general, to compact clayey or silty materials Compaction' - When the moisture content and condition of each spread layer satisfactory, it shall be compacted by mechanical methods to a minimum of 95 ASTIVI D698 (Standard Proctor Density) for slab areas, and 100% ASTM D698 f footing and/or pad areas. A Standard Proctor test shall be performed for ea typical fill material and frequent tests of the density of the fill must be taken I ] In general, to compact cohesionless materials Note: The above guidelines also apply 7 Rocky Mountain Group — RMG Job No. 143675 each spread layer is satisfactory, it shall be compacted by a method approved the soils engineer to 90% ASTM D1557 (Modified Proctor Density) for slab area and 95% ASTM D1557 for footing and/or pad areas. 1 1 8 Rocky Mountain Group — RMG Job No, 143675 0 R w. I M PLM 6 t i.* ki3 DWY TO DUTT TW tMrM DU" OF TW ni k DATA M 4 s AM iii. WT W A %Wl WT �Yl �•yy w r Mi PROPS G CORNE Ex. t 1 t ! ! I. P .Y ♦ iM .� ,t i t `ei . t r :.i HOUSE I GR 7W W w^ i X: t 9t , SM DWAIENT w AMRAX FOR TM (5C DECK 1 1 SITE PLAN JOB #: 143675 OLORAOO SPRINGS FIG . w CENTRA O FFICE OWNER it • r w Homes MO NUMENT WOODLAND PARK TH-2 GATE P.C. FENCE R w. I M PLM 6 t i.* ki3 DWY TO DUTT TW tMrM DU" OF TW ni k DATA M 4 s AM iii. WT W A %Wl WT �Yl �•yy w r Mi t 1 t ! ! I. P .Y ♦ iM .� ,t i t `ei . t r :.i I GR 7W W w^ i X: t 9t , SM DWAIENT w AMRAX FOR TM 1 1 SITE PLAN JOB #: 143675 OLORAOO SPRINGS FIG . w CENTRA O FFICE OWNER it • r w Homes MO NUMENT WOODLAND PARK «" BULK r w ED BULK SAMP UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING - LINED SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30 ", IN GENERAL ACCORDANCE WITH ASTM D -3550, NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). RMG SOIL TYPE - SEE REPORT TEXT FOR DESCRIPTION 4.5 WATER CONTENT ( %) ENGINEERS O `' t r i U,S. SIEVE OPENING IN INCHES U.S, SIEVE NUMBERS HYDROMETER 3 1,5 1 3/4 112318 4 10 20 40 100 200 1 I UKAIN 'Z44t IN MILLIMt I tH6 OBBLES GRAVEL SAND SILT OR CLAY coaraW --- T ---- fi - n ,- e --,-- coarse m - e - d Z m - I ----------- fine . �_.. ____w_ .____w_ .___. _ ____ C Test Boring Depth (ft) TH-1 29.0 TH-2 9.0 Classification SILTY SAND(SM) SILTY SAND(SM) LL NP PL NP PI NP Cc I Cu NP JOB No. 143675 SOIL CLASSIFICATION FIGURE No. 5 DATA DATE 7115114 it # # # JOB No. 143675 SOIL CLASSIFICATION FIGURE No. 5 DATA DATE 7115114 Q 0, I • m m 91 m E*� m -1 I I All ilgali slim WIFITI; WE • 1011 wo FIGURE No. 6 1:45 a 1 ,y;; I I llb�M DATE 7/15/14 w m I m m m 914W AEEUEQ�R � PROJECT: 3231 Cherrytidge Road Wheat Ridge, Colorado SAMPLE LOCATION: TH-1 @ 29 FT RMG SOIL TYPE: SM NATURAL DRY UNIT WEIGHT: 95,3 PCF SAMPLE DESCRIPTION: Sandstone NATURAL MOISTURE CONTENT: 20.0% NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1000 PSF PERCENT S\AELUCOMPRESSION; - 0.6 z 0 z < a. 1,5 .-Z z 0 2.0 Lu w CL =5 0 -2. 5 -3.0 100 APPI l'A lop 01zp 10'c a##] MINIMUM 45 PE6PC-r FROM FOOTINC TO 4 1 AE3ovE FiPE PERFORATED PIPF r 1. Gravel size shall not be less than 1/2" in dlameter and not greater than 1 112 " In diameter, 2. Diameter of perforated pipe a. diameter expec , tad, three Inch „ ,, 5 . Pipe be told ot a minimum grade of s 4. Outfoll to be a+ a► grovity outfoll if ,. Use p.. pump oniq if grovitg ovtfoll does no t ex i s t. ,; .. • portion of pipe sholl be, non perforoted po5t area to be, drained Ov4nar Is res ponsible to maintain doglightin of «. 5. Exterior earth bockfIll moterlol should be . a+► to ot lea c'10% moxlmvm standard proctor density in the upper three feet of fill, (2. Filter fabric shall be Kroff 140s or ocLuivolent. 7. Drain pipe shall be Ia1d below area serviced or protected, as sham In detall obove. Mop polyethylene film to wall and carry beneath gravel and pipe. 1 1. The, polyethylene film shall be contlnuad to the edge of the excavation.. 4w /2 "50d SPIKE 9 52" 0: FIRE-DRILL NAIL HOLES ■»� , « <a� »: ?■ 21 » »�2r 2X4 ..£L 5T D5 1/2" DRYNALL FLC%9N6 PLA « / ■ ` IN \ \\ � <�w »2 °■ m aLx � w E � AT \L ..�. . . �d2...dy ... . ....�� » + < «R. * + °* ©- CENTRAL , \ :2 # « � w E � AT \L ..�. . . �d2...dy ... . ....�� » + < «R. * + °* ©- CENTRAL , \ :2 on Complete A information an BOTH sides of this farm F �.�. -• �,, �- Property Addre s. Pro rye (please print): Phone: Property Owner Emil c Mailing Address: (if different than property address) Address: City, State, i AmbbAVIoslaw Phone: Arc tectlE riginee r E -mail. Contracto cto City'Llconse M. Phone C ontractor +E-mail Address: Stab Con tractors-, { le l� ,', Vec i lurnbin : Mechanical: W.R. City License # WR City License ## W.R. City License # Other City Licensed Sub: Other City Licensee Sub: City License # City License # Complete A information an BOTH sides of this farm NEW COMME : rs r ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION * ROOFING q. FULF Btu's gallons Amps Squares Other CA Sq. FULF Stu's Gallons Amps Sgusr s Other oil mi 11111 1 1 , Immediately notify the AsbestoslIA Q Unit ofproject modifications hyfax (number above) or e-mail (address above) and the appropriate coun(y health department hyfax. Project modifications includ] changes in the scope of work or the scheduled work dates, etc. Approval issued on: 7/31/2014 Record number: 100898 Fee Paid: $55.00 Check number: 13556 For the location specified below: SFR 2777 Depew St. Wheat Ridge This notice has been issued to: Mendoza Demolition Services Asbestos Building Inspector: Mark Symmank Verification No,: 10571 Inspection Date: 07/01/2014 701, W. 64th Ave., #11 Denver, CO 80221 Issued by: ADS