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5630 W. 38th Avenue, Unit C
PERMT: 1 v ADDRESS: L/J,3�'�AVL JOB CODE: INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation uo Not Pour concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 14 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector CommentsInitials 402 Gas Meter Release 14 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '/0 � F EA Job Address: �r6 3 D &V 39 Permit Number: 2-0 / 70 ? 6 6 9 ❑ No one available for inspection: 'me .? �� AM/PM Re -Inspection required: Yes ;�No When correctigns have been made, call for re -inspection at 303-234-5933 Date: i,8 Inspector:// DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201707668 PERMIT NO: 201707668 ISSUED: 09/25/2017 JOB ADDRESS: 5630 W 38th AVE UNIT C EXPIRES: 09/25/2018 JOB DESCRIPTION: Permit for remove/reinstall existing system (see 201401239) 3.0 KW Roof mounted grid tied PV system. *** CONTACTS *** OWNER (303)707-4422 NT PERRINS LLC SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2946 / MANSFIELD BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,080.00 FEES Total Valuation 0.00 Use Tax 85.68 Permit Fee 125.05 ** TOTAL ** 210.73 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1, by m signature, do hereby attest that the work to be performed shall comply with all accompanying= approved plans and specitications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the 1e al owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date ' F = 1 1 L I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date ``y REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Ii _ge COMMUNITY DEVELOPMENT Building $ Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: C q I 2 5 I�� Plan/Permit # 2 )I Plan Review Fee: Building Permit Application �V -Z__I vt -13 — Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5630 W 38th Ave Unit C, Wheat Ridge, CO 80212 Property Owner (please print): Koryn Harrison Phone: -a61 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above State. Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@SolarCity.Com Sub Contractors: Electrical. W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical. W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT BELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) R&R Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R a 3 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $4080 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the Legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorize, the legal owner of any entity included on this application to list that entity on this application, CIRCLE ONE: (ORl ER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of' (O PRINT NAME: Tyler Ward SIGNATURE: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required (CONTRACTOR2 TE: 9/22/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ABBREVIATIONS ELECTRICAL NOTES INDEX '"' LICENSE ^`Y�` �COMM� `-' � �� A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET _ ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN APPROVED BLDG BL BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS Reviewed for Code Compliance CONC CONCRETE OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS TYPE EC # 8041 C D COMBINER BOX DISTRIBUTION PANEL 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED PV5 THREE LINE DIAGRAM PV6 ELECTRICAL CALCULATIONS DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. CUTSHEETS ATTACHED EGC EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY -RECOGNIZED TESTING - Date (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. Thr nuwnce Piro Wmlt w"' aw of pbnS 10 nut JW,aonopp�f—ll G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL onC tompu[ouuns sholf not Aeape and�afttopon� "�" �"��"'°'d"'°"offt GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(8) °f°Jth`prov,siomofthec�iAling to e of Can"I hd JURISDICTION NOTES GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER odn; othK°oeno�of tM crty sh #00beW GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS Isc SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID-INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED POWER -CONDITIONING INVERTER. kW KILOWATT UL -LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. This permit is for the remove/reinstall of LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. Existing equipment previously pe on MIR MIRROR 8, ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL 20141239 ONLY c'yor NEC NATIONAL ELECTRIC CODE UL LISTED LAY -IN LUGS LISTED FOR THE BUILDING CODE. l2heaf NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. OC ON CENTER RAIL. P PANEL BOARD 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR VICINITY MAP S SUBPANEL SHALL BE SIZED ACCORDING TO ART. SCH SCHEDULE 250.166(B) & 690.47. SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS Sntrrl rld SWH SOLAR WATER HEATER a VVainTart TYP TYPICAL Supetcenler LION UNLESS OTHERWISE NOTED K Ili OP a UPS UNINTERRUPTIBLE POWER SUPPLY Super 3 Denver Fai-Taous Dave's V VOLT Stapleton `�' Legendary Pit Vmp VOLTAGE AT MAX POWER Bar_B_gtJe Voc VOLTAGE AT OPEN CIRCUIT t W WATT G E 35th Ave Ft d In ti in 3R NEMA 3R, RAINTIGHT L.Ithpr Kwu Jr PIvr: REV BY DATE COMMENTS Martin 1 other I(i-Ig it 51 n ..r ETON o z x , CONFIDENTIAL – THE INFORMATION HEREIN JOB NUMBER: JB -8024819 OD PREMISE OWNER: AHJ: Denver DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE HARRISON KORYN NEW TOWN BUILDERS PERRINS ROW CO NIRA) NISCHAL MARKET: HOMES MODULES: CANADIAN SOLAR # CS6P-250PX BENEFIT OF ANYONE EXCEPT SHALL IT BE DISCLOSED WHRO EY ORCIN NORN 5630C W. 38TH AVE. LOT 10. 3.OKW DC ROOF MOUNT PV SYSTEM ';;solarCity. PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: SZ1Q�21k747 COVER SHEET SHEET: PV REV: PATE: 9Way T:(650) 638-1028 F:(650) 638-1029 1 8/15/2014 (888)-SOL-CITY(765-2489) vmw.solarcity.com PAYMENT TYPE: LEASE INVER4402 TER (1) POWER -ONE # AURORA PVI-3.0-OUTD (N) 85' TRENCH p • 18" DEEP PV3 • CONDUIT: 1" SCH. 40 PVC WITH WARNING LOT 10 RIBBON 6" BELOW GRAF)F 'j\.; S V;,,.,. pudding pivison PITCH: 12 ARRAY PITCH: 12 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Com Shinqle STORY: Above I FC;FNn 0 (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO Ing & WARNING LABELS A OC DC DISCONNECT & WARNING LABELS F AC AC DISCONNECT & WARNING LABELS O JUNCTION BOX DC COMBINER BOX & WARNING 0 DISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE — — — INTERIOR EQUIPMENT SITE PLAN 01, 10, S 3 M N CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE ,ae NUMeER: J B- 8 0 2 4 819 0 0 PREMISE OWNER: AHJ: Denver DESCRIPTON: HARRISON, KORYN NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRA) NISCHAL MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX NORBENFITSH OF ANYONE EXCEPT IN WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 5630C W. 38TH AVE. LOT 10. 3.OKW DC ROOF MOUNT PV SYSTEM ,SolarCity. ' PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH p WHEAT RIDGE CO 0021 2 PRO ECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAGE NAME: 3055 Clearview Way San Mateo, CA 44402 SHEET: REV: pATE PAYMENT TYPE: LEASE 1 INVERTER: (1) POWER—ONE # AURORA PVI-3.0—OUTD SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. s7UW�2.14747 SITE PLAN PV 2 8/15/2014 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-CTTY(765-2489)www.solarcity.com Stories 4' MAX. BETWEEN 7 FOOTINGS STAGGERED 7 �2' TYPHI' L (N) ZEP INTERLOCK (E) 2x4 RAFTERS 24" SPACING B FRONT VIEW OF MP1 Scale: 1/2"=1'-0" PV MODULE ZEP LEVELING FOOT HANGER BOLT ECOFASTEN FLASHING (E) COMP. SHINGLE (E) ROOF DECKING ,J%4" LAG BOLT (2-"' EMBED, MIN) (E) RAFTER GRADE STANDOFF CScale: 1-1/2" = 1' (6) - (4) (3) (2) (5) LOWEST MODULE COMPACTED BACKFILL SUBSEQUENT MODULES .� UNDISTURBED SOIL D TRENCH DETAIL Scale. 3/4 = 1-0 RED WARNING TAPE W/ TRACE WIRE APPROVED BACKFILL SCHEDULE 40 PVC CONDUIT INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. INSERT ECOFASTEN FLASHING. (4) PLACE FLASHING BLOCK. (5) NSTALL LAG BOLT WITH SEALIN WASHER. C(6)FINSTALL LEVELING FOOT WITH WASHER AND NUT. City of Wheat Ridge 3uuitding Difton CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8024819 00 PREMISE OWNER: AHJ: Denver DESCRIPTION: HARRISON KORYN NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHALc MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-25OPX BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 5630C W. 38TH AVE. LOT 10. 3.OKW DC ROOF MOUNT PV SYSTEM �•.,4So�a(City. 'W PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 5I1�$ZZ14747 STRUCTURAL VIEWS SHEET: REV: DATE 7:(650)638-1098 94402 )638-toz9 PV 3 8/15/2014 (888)-SOL-CITY(765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER -ONE # AURORA PVI-3.0-OUTD r7.. X1)_2)) SIDE VIEW OF MP T. CHORD: 2x4 @ 24" O.C. A SUPPORT: 2X4/3 WEBS, LB SCALE: 1/4" = 1' MAX SPAN: T-9" 01 Cay di wheat Ftid9e (E) 2X4 TOP CHORD (E) 2X3 WEBS (E) 2X4 WEBS (E) 2X4 BOTTOM CHORD CONFIDENTIAL —THE INFORMATION HEREIN SHALL NOT BE USED FOR THE JOB NUMBER: JB -8024819 00 PREMISE OYMER: AHJ: Denver DESCRIPTION: HARRISON, KORYN NEW TOWN BUILDERS PERRINS ROW CO DESIGN: -4h'.CONTAINED NIRA) NISCHAL �;,; SolarCity. MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX ELLLL ANYONE BEDISCLOSED INWHOLE ORIN CITY C NOR SHAI 5630C W. 38TH AVE. LOT 10. 3.OKW DC ROOF MOUNT PV SYSTEM ��" PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAGE NAME: 3055 Clearview Way San Mateo, CA SHEET: REV: DATE 94402 PAYMENT TYPE: LEASE INVERTER: (1) POWER -ONE # AURORA PVI-3.0-OUTD SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. rT1 S 71 U�Z7^ Y7 STRUCTURAL VIEWS T:(650)638-1028 F.(650)638-1029 /15/2014 (888)-SOL-CITY(765-2489) www.solarcity.com P V � 8/15/2014, GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) LIFER AT PANEL (E) 400A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV 1 PV. OU9 � S–US–Z–A LABEL: A -0)POWE POWER -ONE IAURORAbee (12) CANADIAN SOLAR CS6P-250PX TYPE EC # 8041 WITH IRREVERSIBLE CRIMP E 400A LPN -R FUSED MAIN DISCONNECTPV 240V, Module; 250W, 229.6W PTC, 40mm, Block Frame, MC4, ZEP Eno led INV 2 Panel Number: Meter Number: Voc: 37.2 VPMOX: 30.1 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER Isrl u Ion Panel 3 ADJUST MIN. ACTIVATION VOLTAGES! SolorClty B MILBANK CUTLER—HAMMER Inverter 1 PAR A Meter Socket Disconnect 3 POWER -ONE 4 1 DC, DO NOT ADJUST MIN. ACTIVATION V ^ AURORA PVI-3.0-OUTD-S-US-Z-A DG �AGE String(s) Of 6 On MP 1 10OA/2P 2O P C D zaov L1 – _ EGC r – – – –– –– – – – – – – –1 _ – – – J s L2DO DC+ " TO (E) NEUT – – -– – GND -- -- -- GND ------------- N DC- EGC DC+ -- --- 3 2 DC, NOT ADJUST MIN. ACTIVATION V TAGE DISTIBUTION F— PANEL GND N DC- GEC EGC DC- 1 String(s) Of 6 On MP 1 UNIT A I r – – – – – – – – – – – — – – – – – – – – – – – — – – – – – –-------– – – – – – – – – – — – – – – – – GND _ _ — – — – – – – – – – – – – – – – – – – – – – – – – – –EGC – – – – – – – – – – – – – – – – J OOA/2P I ' I I B (1) Conduit Kit; 3/4" EMT " I TO (E) DISTIBUTION I PANEL I UNIT 8 I OOA/2P I I N TO E Ll DISTIBUTION PANEL I I UNIT C I I I OOA/2P I I a , N 'I To (E) i CONDUIT IS TO BE MOUNTED MORE THAN 1/2" ABOVE ROOF City of DISTIBUT10N i SURFACE TO PREVENT FURTHER AMPACITY DERATING UNDER PANEL NEC 310.15(B)(2)(C). Wheat Ridge UNIT D I I I I I I Building Divison – J I EGC/GEC — , I — I 4 I Z � I I 400A FUSED – – GEC J DISCONNECT $ 8 JUMPER (1) SIEMENS SERIES – A NEM 3R: W0816ML1 I 25CU Load Center; 125A, 120/24OV, NEMA 3 AC (1) SolarCityy pp 4 STRING JUNCTION BOX 2x2 SIRMGS, UNFUSED, GROUNDED DC I (1 )MILBANK III U4801–XL-5T9 Meter Socket; 200A, #6-350, Ringless TO 120/240V BOND (N) #8 EGC/GEC TO (E) L=J –(3)MILBANK ;y K4977–INT SINGLE PHASE UFER OR (E) GEC IN Load–Side Tap Connector; 100A, #12 – 1/0 AWG UTILITY SERVICE PANEL NTH IRREVERSIBLE D { 1 )CUTLER–HAMMER # DG221URB CRIMP PER ART. 250.64(C) Disconnect; 30A, 240Vac, Non–Fusible, NEMA 3R – (1)CUTLER–HAMMER d DG030NB Ground/Neutral Kit; 30A, General Duty (DG) 1 Wire POI (1) SIEMENS # 0220 PV BACKFEED BREAKER Breaker, 2OA/2P, 2 Spaces ? # – ( ) AWG or Metal Clad Cable; MC- 704 w/C 75degC ( )AWG 10, THWN-2, Black 1 #6, Solid Bare Copper GEC O m { 1 ) AWG #10, THWN-2, Red (1) AWG #10, THWN-2, Black Voc* = 181.46 VDC Isc = 8.87 ADC O (1) Vmp = 180.6 VDC Imp= 8.3 ADC (2) AWG #10, PV WIRE, Black ( I ) AWG #10, Solid Bare Copper EGC O Voc* = 181.46 VDC Isc = 8.87 ADC Vmp = 180.6 VDC Imp= 8.3 ADC (1 ) AWG #10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp=14.5 AAC AWG #10, THWN-2, Red Is�l– –(I)AWG #10, THWN-2, Green EGC – (1 ) Conduit Kit; 1" PVC, Sch. 40 EGC (1) AWG #10, THWN-2, Green EGC (2) AWG #10, PV WIRE, Black � (1) AWG 110, Solid Bare Copper EGC O Voc* = 181.46 VDC Isc = 8.87 ADC Vmp = 180.6 VDC Imp= 8.3 ADC – ( 1) Wire L.! IL_-.. Metal Clad Cable; MC 10/3 w/G 75d gc or vbc* = 181.46 VDC Isc = 8.87 ADC ® (1)AWG #10, THWN-2, Black Vmp = 180.6 VDC Imp= 8.3 ADC –(1)AWG #10; THWN-2, Red –(1)AWG #10, THWN-2, Green EGC CONFIDENTIAL – THE INFORMATION HEREIN JOB NUMBER:PREMISE J B-8024819 0 o OWNER: AHJ: Denver DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT INC., HARRISON KORYN NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL c • �i,;COlar(`I}" 11"A MARKET: MODULES: IN WHOLE NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR CS6P-250PX 5630C W. 38TH AVE. LOT 10. 3.OKW DC ROOF MOUNT PV SYSTEM ` l.y PART OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEAT RIDGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SZ1�42_1A5747 PAGE NAME: THREE LINE DIAGRAM SHEET REV: DATE: PV 5 8/15/2014f(888) 9Way 4402 T:(660) 638-1028 F:(650) 638-1029 -SOL -CITY (765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER—ONE AURORA PVI-3.0—OUTD # 1. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(8)(16). c. Evaluate conductor temperature at terminations per 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All string terminations are rated at 90° C. ------------------------------------------ 2. OCP Sizing per Art 690.8(8)(1) a. Round up to next size per Art 240.4(B) ------------------------------------------- 3. Conductor Sizing per Art 690.8(8)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All branch terminations are rated at 75' C min. ------------------------------------------ 4. OCP Sizing a. Round up to next size per Art 240.4(B) 5. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(8)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rr\WjVj-ie3t 75' C. ------------------------------------------ 6. OCP Sizing a. Round up to next size per Art 240.4(B) 7. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C min. CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8024819 00 MARKET MODULES: PROJECT MANAGER: MATTHEW BRIGGS PAYMENT TYPE: I IL) UTAIVHUI/AlN JUL/AF 9 UJOI"- MOUNTING SYSTEM: SOLARCITY SLEEKMOUNT SYSTEM ELECTRICAL CALCULATIONS Module: 12 Canadian Solar CS6P-250PX-BF 227.6 Inv Power VUPTC Record Low Temp:1 Inverter 1: 1 Power -One PVI -3.0-S AFCI 0.96 3300 2621.95 89 Module: Record Hi Temp: 195 Inverter 2: Max String Size: String: Module: 15 AWG_10 at Max Ave Inverter 3: Vdrop = 8.3 Module: 161.90016 0.19 Inverter 4: 8.3 50 1 AWG 10 Total: 12 Modules Total Inv Pwr'j 3300 12621.95 1 PTC Photovoltaic Module Electrical Specifications: Total STC: 3000 Voc: 37.2 V Vmp: 30.1 V Isc: 8.87 A Imp: 8.3 A Tvoc: 0.12648 V/deg C Tisc: 5.85 mA/deg C String Type A and 2 Combined Strings Type A Power -One PVI -3.0-S AFCI 6 Canadian Solar CS6P 50PX-BF Voc= 223.2 Vmp= 180.6 Isc= 8.87 Imp= 8.3 Icont= 11.09 1.a Conductor: I AWG 10 deg F deg C Record Low Temp:1 -22 -30 Max Average Hi Temp: 89 132 Record Hi Temp: 195 135 Art 690.8(A)(1 PV Wire Voltage Drop Calculations Version 5_8.0 Vdrop = IM,2 * Length) * Resistance ! Vmp) 161.9 Max Voc at Min Temp: Imp (A) Max. Length (ft) Wire 600 Max String Size: String: 8.3 15 AWG_10 at Max Ave Hi: 89 Vdrop = 8.3 * 30 * 0.001240hms / 161.90016 0.19 Branch: 8.3 50 1 AWG 10 at Max Ave Hi:89 Vdrop = (8.3 * 100 * 0.001240hms) / 161.90016 0.64 Ampacity Total voltage drop in DC conductors = 0.83 Inverter: 8.3 95 1 AWG -10 at 240V Vdrop = ( 8.3 * 190 * 0.0012 Ohms) 240 V 0.7885 Combined:1 0 1 0 1 AWG _10 at 240V Vdrop = (0 * 0 0.0012 Ohms) / 240 V 0 Total voltage drop in AC conductors = 0.79 Total voltage drop in AC and DC conductors = 1.61 Voc Correction Method. Manuf Tvoc data I Branch Circuit Type A Voc Correction Factor: 13.86 Inverter Min Vdc Input: 120 Min Vmp at Max Temp: 161.9 Max Voc at Min Temp: 181.46 Inverter Max Vdc Input: 600 Max String Size: 19 1 -way wire length: 15 1 strings per branch 1 6 modules per series string Voc= 223.2 V Vmp= 180.6 V Isc= 8.87 A Imp= 8.3 A (cont= 11.09 A 2.a Conductor 1: AWG 10 Conductor 2: AWG 10 Icont * 1.25 = (Amps) 13.86 18.12 30 deg C ampacity = 40 F (cont * 1.25 = (Amps) 30 deg C ampacity = 1.b Icont= (Amps) 11.09 2.b Icont= (Amps) Start ampacity 40 Temperature derate (%=F) 0.76 Start ampacity Conduit fill derate (%_#) 1 Temperature derate (%=F) Derated ampacity 30.4 Conduit fill derate Derated ampacity 1.c Start ampacity Icont * 1.25 = (Amps) 13.86 Ampacity 40 1.d Icont * 1.25 = (Amps) 18.12 OCP Size = Inverter Type A Output Power -One PVI -3.0-S AFCI Icont = 14.5 1 A 3.a Icont * 1.25 = (Amps) 0.76 OCP Size = 3.b Conductor: 1 AWG_10 24.321 Icont * 1.25 = (Amps) Term 1 Term 2 75degC 75degC 30 deg C ampacity = 3.c Icont = (Amps) 35 Start ampacity Temperature derate (%=F) 1 Conduit fill derate Derated ampacity 3.d Icont * 1.25 = (Amps) 18.12 Ampacity 13_86 15 1 way wire length: 85 ft PREMISE OWNER: AHJ: Denver HARRISON, KORYN 5630C W. 38TH AVE. LOT WHEAT RIDGE, CO 80212 POWER -ONE # AURORA PVI-3.0-OUTDJS71��2_1A6747 2.c Temp table Icont*1.25= (Amps) Ampacity 1 way wire length: 1 strings per branch 2 6 1 modules per series string Voc= 223.2 V Vmp= 180.6 V Isc= 8.87 A Imp= 8.3 A (cont= 11.09 A Art 690 PV Wire PV Wire Conductor Art 690.8(A)(1) 18.12 13.86 Art 690.8(B)(1) 20 11.09 Art 240.6(A) THWN-2 at 90 deg C: Table 310.16 18.12 0.76 0.76 40 0.8 24.321 14.5 Term 1 Term 2 75degC 75degC 13.861 40 351 35 0.91 1 36.4 18.12 35 PREMISE OWNER: AHJ: Denver HARRISON, KORYN 5630C W. 38TH AVE. LOT WHEAT RIDGE, CO 80212 POWER -ONE # AURORA PVI-3.0-OUTDJS71��2_1A6747 2.c Temp table Icont*1.25= (Amps) Ampacity 1 way wire length: 1 strings per branch 2 6 1 modules per series string Voc= 223.2 V Vmp= 180.6 V Isc= 8.87 A Imp= 8.3 A (cont= 11.09 A Art 690 PV Wire PV Wire Conductor Conductor 13.86 13.86 40 40 11.09 11.09 40 40 0.76 0.76 0.s 0.8 24.321 24.32 Term 1 Term 2 75degC 75degC 13.861 13.86 351 35 2.d OCP Size = 1 15 1 15 Combined Inverter Output Service Voltage= Total Inverter Power= Icont = # of inverters*max inverter current Icont = (Amps) 4.a Icont*1.25 = (Amps) 18.12 OCP size = 20 4.b Conductor: AWG_10 TH (cont * 1.25 = (Amps) 18 30 deg C ampacity = 4.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate Derated ampacity 4.d Icont * 1.25 = (Amps) 1 1 way wire length= Art 690.8(A)(1) Art 690.8(B)(1) Art 240.6(A) WN -2 at 90 deg C: Table 310.16 .12 40 14.5 40 0.91 1 36.4 8.12 35 DESCRIPTION: DESIGN: NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL 10. 3.OKW DC ROOF MOUNT PV SYSTEM PAGE NAME: ELECTRICAL CALCULATIONS SHEET: REV: PV 6 deg F deg F 50 0 NN;SolarCity 1 3055 Clearview Way San Mateo, CA DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 8/15/2014 (888) -SOL -CITY (765-2489) www.solarcity.com ♦� City of " jjgic COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 26, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): NT Perrins LLC NEW ADDRESS: Wheat Ridge, CO 80212 Lot 1 — 5690 W. 38' Ave., Unit D Lot 2 — 5690 W. 38 Ave., Unit C Lot 3 — 5690 W. 38' Ave., Unit B Lot 4 — 5690 W. 38 Ave., Unit A Lot 5 — 5660 W. 38" Ave., Unit D Lot 6 — 5660 W. 38 Ave., Unit C Lot 7 — 5660 W. 38' Ave., Unit B Lot 8 — 5660 W. 38' Ave., Unit A Lot 9 — 5630 W. 38 Ave., Unit D Lot 10 — 5630 W. 38 Ave., Unit C Lot 11— 5630 W. 38' Ave., Unit B Lot 12 — 5630 W. 38 Ave., Unit A Lot 13 — 3795 Depew St., Unit D SUBDIVISION: Perrins Row Filing No. 2 Jefferson County Reception Number for Plat: 2013143669 AUTHORIZED BY: DISTRIBUTION: Lot 14 - 3795 Depew St., Unit C Lot 15 — 3795 Depew St., Unit B Lot 16 — 3795 Depew St., Unit A Lot 17 — 3791 Depew St., Unit A Lot 18 — 3785 Depew St., Unit B Lot 19 — 3785 Depew St., Unit A Lot 20 — 3781 Depew St., Unit A Lot 21— 3781 Depew St., Unit B Lot 22 — 3781 Depew St., Unit C Lot 23 — 3781 Depew St., Unit D Lot 24 — 3791 Depew St., Unit D Lot 25 — 3791 Depew St., Unit C Lot 26 — 3791 Depew St., Unit B DATE: 2 — Z 5 - - / 5 1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT Services at smitchel(a�jeffco.us 5. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 6. Email to erlinda j.martinez@ sps.g and krissv.i.summerfield(a usps.gov 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Wheat Ridge Water District 11. Wheat Ridge Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division www.d.wheatridge.co.us 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity May DATE: Nk Kirk Cadotte 1- Landscape rock to go in at a later date. Both the current condition as well as the 1.5" landscape rock proposed are a drivable surface. Ensure that the rock is installed flush with the pavement. 2- The bollard relocation is dependent on the weather, but will be done timely. 3- The trees in the clear turning radius on the west edge of the property can be addressed after the first of the year as this drive lane is not required in order to service the first building. constructed yet, I am comfortable with you closing out the first building. 0= Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District P: 303-403-5915 From: Ed Stayer [mailto:estayer@new town builder s.com] Sent: Monday, December 22, 2014 10:37 AM To: Kelly Brooks Cc: jschumacher@ci.wheatridge.cous; Kevin Puccio; Jay Garcia; Davis Reinhart Subject: RE: Fire inspection Certificate Of Occupancy Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201400119 Issued: 12/23/2014 Stipulations: New 1352 sf, 3 Story Townhome. This certificate verifies that the building constructed and/or the use proposed • the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. ME MaZZUKUMM • swilm Owner: NT PERRINS L 5271 S YAMPA ST CENTENNIAL CO 80015-2327 Contractor: Gene Myers/Dan Connerly 1553 PLATTE ST DENVER CO 80202 . ft V City of Escrow/Letter of Credit k - �j Wh6atl e c -j�Og Transmittal Sheet OMMUNiTy DEvFLOPMFNT The above amount is to be held in escrow for: E Landscaping under Tannin g_&_Development: landscaping around the building Name Date C ity of COMMUNrry DEVELOMENT Landsca X in vcrowA ent _gE This agreement made this 19"' day of December, 2014, by and between the City of Wheat,Ridge and New Town Builders for escrow in the amount of eleven thousand nine hundred twelve dollars ($11,912.00) being held by the City of Wheat Ridge until landscaping around the building is competed at In the event that landscaping is not installed by June 1, 2015, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. 0��f W General Contractor NT PERRINQ Tj,Q 1553 Platte StNeet 0 )enyer Q -3164 ---- $uite 80202 / 720 -975 Business Address / Phone 12/17/14 Date Conununitv Construction Man Title rim B y: Title: Date: /Z Invoice IrdVO� P.t7. CtYCAxk Nit ��@ Ni#tT6i�et" QitFtTiiadP Ctt��n t>e�eri tion 1iAxtount Ad i.9i:n"leni». Amount« 12/16114 Landscape Escrow 151 -1610 Refundable deposits 11,912.50 M 11,912m Check 0001279 Total 11,912,50 .00 11,912.50 I FOR OFFICE USE ONLY A i A I City of Wheat. d xe COMMUNITY DEVELOPMENT Date: Plan1pelmit # /) I # W MOLT ON= WWAMAKI 11MMM11�# M -, Plan Review Fee: 5630C W 38th Ave Harrison 719-821-674 7 Address. Same as Above City, State, Zip MMMM M SolarCity q a @solarcity.com $0b Contrattors: Electrical: Pfurnbinq. Mechanical W,R, City License # WR City License WR City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # . . ..... ...... Complete all information on BOTH sides of this form WME�•� Installation of a grid-tied PV system, flush mounted to roof. 3.0 KW Sq. FULF Btu's — Gallons Amps Squares Other August 9, 201 SolarCity 3055 Cleanriew Way San Mateo, CA 94402 TEL. (650) 638-1028 FAX: (650) 638-1029 Ann.: Trudy Horner, Re: Job 20141718: Harrison-8024819 — 5630C W, 38` Avenge, Lot 10, Wheat Ridge, CO 80212. Subject: Certification Letter A jobsite observation of the condition of the existing training system was perfortned by an audit team trom SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system, and its supporting elements, After review it was detennined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes = 2006 IBC, ASCE 7-05 and 2005 NDS • Ground Snow Load = 30 psf • Roof Dead Load= 5. I psf (MP 1) • Basic Wind Speed = 100 mph Exposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2006 IBC. If you have any questions on the above, do not hesitate to call, Paul Zacber, SE - President Wheat, Ridge Building Dept, Date Signed. Pian checker 8150 %ire (04 ord, IoOe 1 50 * kowhh, (A 95661 # 946,9 1,39 P * 916,961,3965 • w%#w,pzse corn APPROVED Subject to Field Inspections E August 19, 2014 FAX: (650) 638-1029 Attn.: Tnidy Homer re: Job 20141718: HARRISON-8024819 8150 Sierra College Boulevard, SWe 150 * Rosevi0e, CA 95661 # 916,961.39601' * 91061,3965 # www,pzse.corn • M ISO - %xvUllu >aI ivW #:67 VW i`!-w ' C, = Exposure Factor 0.9 (ASCE7 - Table 7 -2) C . Thermal Factor = 1 (ASCE7 w Table 7 -3) 1= Importance Factor p Z 07 C C I P 19 psf (A SCE7 - Eq 7 -1) where p,!5 20 psf, p min = I x p. = NIA ruin snow load (sus where p. > 20 psf, p miry = 20 x I = 20 psf min snow load Iii < 15 "> Therefore, p : Flat Reif Snow Lead = 20 psf C�pi (ASCE7 - Eq 7 -2) Cs = Slope Factor 1 Ri = Sloped Roo Snow load . psf sJ ,r i !. ! 1 s.i:x�.....!.i. a Note: Roof live load is removed In area's covered by PV array. Composition Shingle Roof P 2x4 Top Chords @ 24"o,c, Vaulted Ceiling Miscellaneous "dotal Roof D Pf IL Adjusted to 12 Degree Slope ual ta. �wWw`I'x'ii m sriw�w ZOO IM 033' 0.00 (Ceiling Not Vaulted) 017 .A psf .1 psf of Harrison structural calcs 1 zone 1 Zone 2 Zone 3 positive -0.85 -1,45 -2,30 0.4 (Fig. -11) Uplift Pressure = -16.79 psf -28.65 psf -45.44 psf 16.0 psf (Minimum) Standoff Spacing = 4,00 4.00 4.04 Standoff Spacing = 6.45 123 3;23 Tributary Area = 25,80 12,90 12 Footing Uplift ° -433 lb -379 ib .566 lb Maximum Design Uplift = -586 lb Standoff Uplift Capacity : 700 lb 700 lb capacity > 586 lb demand Therefore, OK Fastener = 1 - 5/16" dia Lag Number o f Fasteners = 1 Minimum Threaded Embedment Depth = 2.5 Pullout Capacity Per Inch = 295 lb Fastener Capacity = 820 lb r! P;. of 1.5 = 547 Ib 820 lb capacity > 586 lb demand Therefore, OK iA of V Harrison structural caics Framing Check (MPI) PASS w = 56 pit Dead Load 51 psf PV Load 3,0 psf Snow Load 20.E psf Governing Load Combo = DL + SL Member Span = 7'- 9" Total Load 28.1 psf Vel I 0 kit r - 01 1 nwu -tj L.UIIIVVI 'JW%J� lvmafw WF- 2x4 3,06 5,36 SPF#2 @ 24"o,c. - Allo beftection (Total Load) = L/180 (E = 14000( 0.516 in Deflection Criteria Based on Continuous Span Actual Deflection (Total Load) = (w-L-4) f (185 0.253 in U368 > U180 Therefore OK Allowed Deflection (Live Load) L/240 0,387 in Actual Deflection (Live Load) = (w*1. t (185 0.180 in U517 > U240 Therefore OK 4 of 5 Harrison structural calcs 3 Allowed Shear = Fv * A = 709 lb Max Shear (V) = w L / 2 = 218 Ib Mowed > Actual -- 30,8% Stressed -- Therefore, OK Him Percent Increase 2,7% BOOM= 5 of Harrison structural caics 4 ABBREVIATIONS E E ,I L NOTES I LICEN Work hl comply w tit. A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET flowing codes- 006 III ", 00 AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN PV STRUCTURAL VIEWS IECC & 201 N BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARMING THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS TYPE E # 8041 CONC C CONCRETE COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE P THREE LINE "DIAGRAM D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED P TRICAL CALCULATIONS V ELEC TRICAL V E LEC DC DIRECT CURRENT 10. BY PHASE AND SYSTEM PER ART, 25. ATTACHED EGC EQUIPMENT GROUNDING CONDUCTOR 3, A NATIONALLY — RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. G SOLAR GUARD METER 4> CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) JUR ISDICT ION NOTES ALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUIL R IN METALLIC GENE NOTE HOG HOT DIPPED GALVANIZED OR FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED 'NTH STRAIN � INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES A Isc SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID— INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL— LISTED POWER— CONDITIONING INVERTER. kW KILOWATT UL— LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS, LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 1 PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND L MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED, MIR MIRROR S. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4, SOLAR MOUNTING FRAMES ARE TO BE GROUNDED Wheat Ridge Buil De partment N NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5, ALL WORK TO BE DONE TO 2009 INTERNATIONAL A pp rove d NEC NATIONAL ELECTRIC LODE UL LISTED LAY --IN LUGS LISTED FOR THE BUILDING CODE. 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NIL NOT IN CONTRACT PURPOSE. POSTS SHALE. BE MADE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. L TI OC ON CENTER RAIL. P PANEL BOARD 9, MODULE FRAMES, RAIL, AND POSTS SHALL BE pe rmit: The issus e of A permit or approval o plans, SW PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS &W Con "Awas $ball it tor, of I , any 1 PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. 1 pr ovision ol the Wilding code o of aq City PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR V I C INI TY u i end or th1 tho rny t violate or Are# t press e t he r ordinancPs if IhP Ch 4; ;10 o" ' ,, valid S SUBPANEL SHALL BE SIZED ACCORDING TO ART. SCH SCHEDULE 250166(B) & 690,47. SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS so SOLAR WATER HEATER APPROVED TYP TYPICAL €a 11 4 UON UNLESS OTHERWISE NOTED F ield UPS UNINTERRUPTIBLE POWER SUPPLY Sul et envier trar�li���� � Dave's V VOLT Stapl to '- � �` Legendary �(( eat Ridge Building Dept, Vmp VOLTAGE: AT MAX POWER VOLTAGE AT OPEN CIRCUIT Der H Vic W W WATT C � ,(.$h Air' . E ft e. 3R NEMA 3R, RAINTIGHT ' € Plan chec' G{ lAENT1Al = M Qt ATtDN W_" CONTA Et 9041 NOT U FOR THE J Q6 8° ���4�� }{ P Dom: AW,� Denver it T DESM HARRISON, KQRYN NEW TOWN BUILDERS PERRINS ROW Gfl +y �� i NIRAJ NISCHAL �.:,,�� � k � D N TYOR i T; N. HOMES 1 CANADIAN SOLAR LS6P -250PX S 3DG W. 38TH AVE. OT 1 D. 3.DKW DG RGQE MOUNT ITV SYSTEM "i�;�� C� PART TO o au THE RE T^s ZATMtX�, EXCEPT C G STN CT WHEAT RIDGE CO 8021 � 305s aea� way Mateo, Ca T USE OF 7W RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM - 2 DATE: TY E ENT, YATHOUT THE PERMSSION Of ARCTTY PA TYPE, LEASE M PO R -ONE j AURORA PVI- 3.0_OUTI3 S I� A)747 COVER SHEET r E �pv 7.(650) 638 -1028 F.(650) 638 -1029 1 8%15/2014 (M)-SOL-aTY •A, (K-W) AID ( ) t0 / I/ Z lid NVId ,CIS S OlnO 0T --lAd V8O8na # 3N0-83MOd vo W a 3Fu a a 3 U DWM l lewUeS e a o SSOE Q' Qld V HM MaLSAS INIIOW4333S kl[08MS 500188 M3HllVl4 K 3AU3 3a INI .4? 3S aW 3WS IU S �. o� m tf,w � W �.S.,S d INnO JO O� Nil ' *O L 101 " H� � XdO Z-d9S0 8V OS NVIOVN 0 U 53I�I�H 'N o IO it INK WN .., WHOSIN I'�lBIN MOd SNldd d Sd { �11�t N OI M N W8 NOSIddVH " � 4 to tx rm i i vn oN o3 vlaosm �� JZ SOT JO W+ E T = aZ / :ales s lN3Adln 3 801831NI _ _ - `1d Ol 3AV H19C lS3M 30N33/31VO 'n 8001831NI NO Nl)d imoN00 801831X3 NO Nn8 11f1QN00 8313M V431SAS Ad (131VOI030 S 3381 ON1N8M V 8 N30 0v01; 3d Ol f P ONINM V 13NVd N0OI S1C9 ONINBV V X08 83NIOV400 DO : ,u .. .. 1d Ol XO8 NOElONnr ,6t i x r S�138VI 9NIN8VM ' 103NNOOSICI 0V tic � µ i � y M ( S138V3 ONINSdM V 133NNOOSIO 00 �� „.,r '3 i+ab f y 1 o Y S138VI ONINM V r DO wr OOSQ 03IV8031NI /M 83183AN1 >u 138V1 ONINdVM V 8313M All° un (3) OZT 911 6TTT OUT 'ON3,931 : I di a NOMMOO Ix INVN31 tx Jy�/} {, { } IVNo 30MO 8V38 �,VMW80 J7Ad Id 01 ,9l jfif/i�y/y�7L� ' dO8O 30V110A l9" Ir • C') 30V80 M0138 & 9 N08818 ONINM HIM 0Ad Ot HOS ,G 11I1C1N00 iy pp�ptp E d 4330 p I HON381498 {N} sallols n 3 anogV "A801S al6uI4S dcuo :°IVI83. VV4 {18T - wnv4IZv Av88v osT "Hlf1N1IZV Td l ZT •H011d AV88`d ZT :H011d •— °m --°2' L (N) ZEP INTERLOCK ` (E) 2x4 RAFTERS 0 24" SPACING FRONT VIEW OF ^¢ GRADE C{ WACTEO BACAFiIsL " " T` UNDISTURBED SOIL INS u...., I I� IIII III II �!I PLACE F L AS HING M !C fW 1 x � • � €� VII ! m � i 1 � � i � • + IN I li E• V!IVI N4 °�I VIII" �Y {... ! • { �#Y " •M y. . ir i II VVuu y ■■■)I ��.. VIII + x �IIIQ }:.. } !i ( . Mul i�:. .rll ., II . r'r Y III I Y�"II' " Y r • 5i } }k' } Vk&nm wl"O X mom Be y�y i • Y r :3 W () at Cx () 080HO dO ) GROUND UND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS UNIT O LIO�EIUSE I{#dC N tEC TO tJER AT PANEL {) ) E 4OI7A MAIN SERVICE PANEL Inv T, DC tingrCUnded IN 1 - (i } _ , A A Pt4 C}- 1 S ts5 -2�A A _ {12 }CAN CANADIAN S f S6€'- EEC 81741 WTH IRRE BLE CRIMP L A LPN — FUSED MAIN DISCt7N CT � Ir€€ t vI, 2 !� PV Module; 250 229,66 PTC, , Bruck Frame, MtC4, ZEP En led € onel Number; Meter Number: INV 2 VOc: 37.2 VP Ma : 3011 INV I c ; AND Im ARE SHOWN IN THE STRINGS IDENTIFIER cs r ti Citi ADJUST MIN. ACTIVATION VOLTAGES! SolorC'ty €a # € B M�ILBANK CUTLER—HAMMER Inverter 1 PAR A l tN NECT A1L#PER + ( (I) N5 SERIES - A NE WO8t6MLII25CU Load Center, 125A, 120 24OV, A 3 AC Meter Bracket Disconnect T.R_E ( T }}agLTt U I- xL-5T9 Ns�r ADJUST MIN, ACTIVATION v TO 120/240Y BOND (N) #S EGC/GEC TO (E) - (3) K4977 -INT SIN PRASE LIFER OR (E) GEC "` UTILITY SERVICE PANEL NTTH IRREVUME AURCCI42IP11 ED S tIS Z -A ILER - mot # 2 I , aac- CRfWP PER ART. 250.64(C) 1 sr sis7 Of 6 D Ot7A M I A GE 30A, -F A f 2P trot Ground trot It 30A, Generd Duty (DG) 1) Wire 2t1 / P # 02 PV SA 0 AKER P OI (1) aoakcr 20A2P, 2 I )AWG #10, TNWW -2, . ..w._....... ( I} AWG #6, S ., GEC I, J (I )AWG #10» THM4t _ 2, Rod L3 .... ... .... (I) AWG #I0, TH - VDC* - 181.46 VDC ..... Isc 8,87 A (2) AWG 1101 PV ".. { I }AWG #10> said 8pre EGC Voc* - 181.46 V Isc = 8.87 A DC Vp mm 180.6 VDC IMP 8,3 ADC `�''" (I )Ate #10, TH'€�t --2, YAaite NEUTRAL Vtnp =240 VAC Imps 14.5 AAC ( (I)AWG #i0, THNPi -2. Vsnp = 180.6 VDC Imp 8.3 ADC � r -(I)AWG # T}iYM -2, Green EGC -(1)Conduit Kit. I° PVC, Sch+ 40 GC _ _ _ _ _ _ _ _ _ (2 )Ake #IO, PV WE, Bloolt I / l (I) AWG #10. Said a EGC voc = 181.46 VCC Tsc =& 87 ADC V P = 180.6 VDC Imp= 8,3 ADC A Isc = 8,87 ADC; Imp =8,3 ADG; - (I )AWG #10. 2, Red � -(I )AWG #10, -2. Green EGC C CON TAINE D 0 SHALL NOT a FOR THE FIT OF AN Ex T TY � � — 4 �} Y T S PREMISE OWER: *0 � HARRISON, KORYN NEW TOWN BUILDERS PERRINS ROW CON NIRAJ NISCHAL �� ♦#!� y MR SHALL IT O OR IN N. HOMES s -�2 0P 12 CANADIAN SOLAR ly W. T AVE. LOT 10. 3.O KW D ROOF MOUNT ITV SYSTEM "°- cT WHEAT RIDGE CO 8021 L a 3055 Clearview Way San Mateo, CA THE SALE AND USE OF THE RESPE r SOLARCITY SLEEKMOUNT SYSTEM PAGE N T; RED* DATE 944)2 SOLA RCITY EW T, N# T THE PA PMSSION OF pTY TtPE I_FA I° TER WE R —ONE # AURORA PVI-- 3.0) -cIuTD s_ 1 47 THREE DINE DIAGRAM PV 5 �� /DID 7:(65D) 638- 1025 F :(650) 638 -1029 f I5 (�65 -24 9, �€a�ky. N DC# 3 € 2 { DO NOT ADJUST € IN, AC NATION V "fAGt fy D ISTIBUTION I-- - €C - - - - - - - - - - - Dc• Dc. PANEL Ec EGC UNIT A OOA/ P r t (I )CoadWt Kit; 3/4' EMT € s TO (E) € a DIS TIBUTION € € PANEL #€ UNF OOA /2P : § € t l E DtSTIBUTION "a PANEL € UNIT C )OA f 2P €. UNIT O € € € € ar €a # € tN NECT A1L#PER + ( (I) N5 SERIES - A NE WO8t6MLII25CU Load Center, 125A, 120 24OV, A 3 AC (i } S # G 90X R./ . r ( T }}agLTt U I- xL-5T9 TO 120/240Y BOND (N) #S EGC/GEC TO (E) - (3) K4977 -INT SIN PRASE LIFER OR (E) GEC �S L Top Cwtector, 100A, #12 - 1 /0 ANG UTILITY SERVICE PANEL NTTH IRREVUME ILER - mot # 2 I , CRfWP PER ART. 250.64(C) 30A, -F A trot Ground trot It 30A, Generd Duty (DG) 1) Wire # 02 PV SA 0 AKER P OI (1) aoakcr 20A2P, 2 I )AWG #10, TNWW -2, . ..w._....... ( I} AWG #6, S ., GEC I, J (I )AWG #10» THM4t _ 2, Rod .... ... .... (I) AWG #I0, TH - VDC* - 181.46 VDC ..... Isc 8,87 A (2) AWG 1101 PV ".. { I }AWG #10> said 8pre EGC Voc* - 181.46 V Isc = 8.87 A DC Vp mm 180.6 VDC IMP 8,3 ADC `�''" (I )Ate #10, TH'€�t --2, YAaite NEUTRAL Vtnp =240 VAC Imps 14.5 AAC ( (I)AWG #i0, THNPi -2. Vsnp = 180.6 VDC Imp 8.3 ADC � -(I)AWG # T}iYM -2, Green EGC -(1)Conduit Kit. I° PVC, Sch+ 40 GC (I) AWG #10, -2, Gr EGG (2 )Ake #IO, PV WE, Bloolt I / l (I) AWG #10. Said a EGC voc = 181.46 VCC Tsc =& 87 ADC V P = 180.6 VDC Imp= 8,3 ADC { r tol Clod Calk MC 10/3 w/G 7 * = 181.46 VDC (I)AWG #10, THW-2, Vmp T80.6 VDC Isc = 8,87 ADC; Imp =8,3 ADG; - (I )AWG #10. 2, Red -(I )AWG #10, -2. Green EGC C CON TAINE D 0 SHALL NOT a FOR THE FIT OF AN Ex T TY � � — 4 �} Y T S PREMISE OWER: *0 � HARRISON, KORYN NEW TOWN BUILDERS PERRINS ROW CON NIRAJ NISCHAL �� ♦#!� y MR SHALL IT O OR IN N. HOMES s -�2 0P 12 CANADIAN SOLAR ly W. T AVE. LOT 10. 3.O KW D ROOF MOUNT ITV SYSTEM PART TOO Orr THE O (IT TATION, EXCEPT pi C NIT H cT WHEAT RIDGE CO 8021 3055 Clearview Way San Mateo, CA THE SALE AND USE OF THE RESPE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAGE N T; RED* DATE 944)2 SOLA RCITY EW T, N# T THE PA PMSSION OF pTY TtPE I_FA I° TER WE R —ONE # AURORA PVI-- 3.0) -cIuTD s_ 1 47 THREE DINE DIAGRAM PV 5 �� /DID 7:(65D) 638- 1025 F :(650) 638 -1029 f I5 (�65 -24 9, �€a�ky. m•- . • m (POI) Label Location: smowmm Per Code: INVERTER OUTPUT NEC 705.12DI CONNECTION NEC 690.17.E DO NOT RELOCATE THIS OVERCURRENT DEVICE I1%?m11W Am #T#T* WA (DC) (INV) -#'er Code: NEC 6W53 Label Location: *!Ltilj,. I - ��x 1 3055 OuAew Way "AaWt • ' I I '. . 1mgm I San Mateo, CA 9W2 WE : Zi T:(650) 638-1028 F:(650) 638-1029 SIC - CO 2014 Label Set (888)-SOL-CTTY (765-24B9) www,so1an*'w' ils AND Label Location: smowmm (AC)(POI) Per Code: ELECTRIC SHOCK HAZARD NEC 690.17.E DO NOT • TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE O ENERGIZED IN THE OFF PSITION mmmomm Per Code: THIS EQUIPMENT FED BY ISM64 MULTIPLE SOURCES, TOTAL RATING OF ALL OVER CURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR, *!Ltilj,. I - ��x 1 3055 OuAew Way "AaWt • ' I I '. . 1mgm I San Mateo, CA 9W2 WE : Zi T:(650) 638-1028 F:(650) 638-1029 SIC - CO 2014 Label Set (888)-SOL-CTTY (765-24B9) www,so1an*'w' ils AND 113jejos appow aDuid * 9URLJOBLU 6wsn junotA4 dwooaqj eel looj 6ui��M9'1,IJI)09S 'J ButleGj i4m UO�;D ac, ', SON of juenqwnd hq i cjsul buqsujt uodn pa)ajuao junotpq dwoo a albuqs }o jaAq ,*ddn japun bLPLjSej, junoV� dujoo, pasu� 4uc buipw L�j!m, aloq jopd pa<,; Z'P'V� u SON l 9 ZS J 10 949W O JacWd 4 9 1 0 H 1 d WKI suoilon,ul uoilellelsul dwoo - wL lunoW)IaalS ApojejoS sluauodwoo 1w, dwoo - wi lunoWlealS A410-1810s t � Black-fram Electrical Data z ss s r ss z# c s a s z s x }. Nornmat Maximum Power (Prnox� 235W i 240W 245Vd q 5U� 55eM1 _ ttmum Operati 4otSageVm y a9 av zep aa� aa� G 3c2 � � � � � — 8 -- m c � � e ♦ r Tenmorature CooCtaatent Von 7 34 % r'C . Open Ckrcuit Voltage (ksoc) 36,9V t 37W 37. V 37 2V 37 av #t� 57A. 9 sc t3 1165 %m' 5tarmar (3p€atefirttJ oil Tefiporalurc! 4532 A p n., .__,._., ...,.,....,....,.., .,......_...x.. ,,.....,., .. n_......, w..,a,w.. OpsratingTemperat +o #t}C X55C pert t en a a Low Irrs t nce Y Industry leading performance at low lrraduation Maximum Series FuseRatenq t5A environment, +95,5% module efficiency from an Rppsrc ot:or C(ass tfuc2 ts`on C.BaSaA @ irrddtence of 9000w/rn' to 200yy/rn' s t (Flt 9.5, 25 'C) tPider Standard Test Cruse+toonas {STC) of iresd e are of l fibCFi W,m'. speCirs m AM 1,5 aeno C.4 rempenowe of RSC Engineering Drawings t4t7CT `GS6P .235r' ( CS6#� 2aSiP7GCS5A 245t?J�55P 25t3�+�2G56P 25SPk; w x k (?ptatrpum t,peratan Vo! #eke (Vmp} 27 2b % ?7 3V 27 #V 27 54 17 54< ,......... ..... ' .._.....„* , OpIrmum Operating Currant (Smp) b 2TA S 38A t b #9A 6 6t A 6 a dA 3... A Open CocuatVoltage (vac) 33 9 34,0V ` 3# rV 34 V " 34 #4 e t Short Circuit Current (ISO) 6,86A i 6,96A _1 7 Q$A 7 19A I 7,29A a.. ...,...�..,,. _. ...... ,.. �, .. .,.. ' i r tlaskaE ttparx €lrag H1r 7eesriaerata,ra, Crrade tnceof @a7£t Von, . %Dov A,wrt,AM 1.$, arrxaat of tomperim,m 20V,,'> t s t ai 1 EN•Apv 10 17 C.Py"ghi a 2012 Cans$3Wn S.I.r vats. ■ Black-fram Electrical Data z ss s r ss z# c s a s z s x Temperature Characteristi Nornmat Maximum Power (Prnox� 235W i 240W 245Vd q 5U� 55eM1 _ ttmum Operati 4otSageVm y a9 av zep aa� aa� G 3c2 � � � � � — 8 -- m c � � UP k m C pe ?Eing Current (imp) � 7 900 t163A 5 r�A 8 t JA 8 #�A Tenmorature CooCtaatent Von 7 34 % r'C . Open Ckrcuit Voltage (ksoc) 36,9V t 37W 37. V 37 2V 37 av #t� 57A. 9 sc t3 1165 %m' 5tarmar (3p€atefirttJ oil Tefiporalurc! 4532 Sh C cml Currem, (SC} $ #5A $ 59A $ f $ Vtr.3�# ort n w. _..w,.. .�,a .............. w.._. .__.._._. _.. .,., i t adui€aatrGy 14 #.'a i 'S`afa s 54 Modul E4 _._.. M _...._.__..�_...r 3� at n., .__,._., ...,.,....,....,.., .,......_...x.. ,,.....,., .. n_......, w..,a,w.. OpsratingTemperat +o #t}C X55C pert t en a a Low Irrs t nce Maximum System uottag _ Industry leading performance at low lrraduation Maximum Series FuseRatenq t5A environment, +95,5% module efficiency from an Rppsrc ot:or C(ass tfuc2 ts`on C.BaSaA @ irrddtence of 9000w/rn' to 200yy/rn' a .�.....,..........,...r PtiwerTtsiotance 0- +5yar .. . .. (Flt 9.5, 25 'C) tPider Standard Test Cruse+toonas {STC) of iresd e are of l fibCFi W,m'. speCirs m AM 1,5 aeno C.4 rempenowe of RSC Engineering Drawings t4t7CT `GS6P .235r' ( CS6#� 2aSiP7GCS5A 245t?J�55P 25t3�+�2G56P 25SPk; r _.a t3orr'a naR Maximum Pow ar (Psrax( 1� 7t} ry 17§W 7fi44? � 78.4G' � 15+1 _ (?ptatrpum t,peratan Vo! #eke (Vmp} 27 2b % ?7 3V 27 #V 27 54 17 54< ,......... ..... ' .._.....„* , OpIrmum Operating Currant (Smp) b 2TA S 38A t b #9A 6 6t A 6 a dA 3... A Open CocuatVoltage (vac) 33 9 34,0V ` 3# rV 34 V " 34 #4 e t Short Circuit Current (ISO) 6,86A i 6,96A _1 7 Q$A 7 19A I 7,29A a.. ...,...�..,,. _. ...... ,.. �, .. .,.. ' i r tlaskaE ttparx €lrag H1r 7eesriaerata,ra, Crrade tnceof @a7£t Von, . %Dov A,wrt,AM 1.$, arrxaat of tomperim,m 20V,,'> t EN•Apv 10 17 C.Py"ghi a 2012 Cans$3Wn S.I.r vats. ■ aro"a� w�@ w�Gr:y.+.kS R*ue �a�z: s�G �wuva�iclo wpm &d;nma 4:rtr uuatMae ro � a �zWx PZa ?gda�uouza Ada Ux rJ a4duuw put v sn v °Stai W v9).S CtC o-VEMd v - s , oin -o,E -m ._ xa4aara74 - put xo# VAV X%PAM ClY.CvYSifif4.T^bm#A.J ;fl. C =FTttSO'Y=9( FR1 Ch.C.tYtdhR -tRA Cri.C.eYiY`4f'9.lfC'.3Ad YYl.6YYiiAt 6{4♦Y. 4tSY4MC 9k't llYYAi- YAi�kYtflf]2 (ado) d( °S%d°t95d1IAd N>Uf" XU 6UPOR 4 il9mv ° 019MV dwet") WrMald'Pu #Q 9esPjw*j 9P' "Mod N S660 r .. 0 OW 9'0* Q'9! £l'9i 0'9t 0'96 -.... (M ,.,Ui Ott Slot 5`$'t -Y 09 xg Muol NeZI}tw r5S*en of h!2' h not Mum hAET Pa5£JC�3 .......... u.d. mum mm . „a., h1v#bt �mt-onl"PC ow 000 ONE 9 MD S i Ved Dli'9669 CM 066 i`tn` aRVLOt `N CUD lK `Wiass out -Is awe Put Apps ' l Wg { st My 4 MUO) d) Bu lov VA S 5Q ;,? /£ NOM utztua uo) a'Zj I `iu!uadojgE PQ IJ,. sapfS ' A #acal1=1 IaPs sang S "4fi-t xearl '" pa #4.. a PUP LZA z aaE }.sOXamsapp A .. Wtz)09 +..... _... ..... 34 buOdNS Wl, xsaxF5fl,1'dx8`Etx8'££ (uiw) Up _ #QX vb43su*tvu+uoQ uoggaiWoD pear ald sug{Uaa ( § 090 *4 bull—C #& a bulty wttw)ww 05a wi fl+iRP spUOWNa31 6 ' unPsR fiussuaquw 0010 .. ... i+8 % as _ m am ... We +� az f , 9L t al ilb" 0J d, aduad s .. jofiv a8 Y3v &uslgwv WS') M annga 6uTIMP41MW94 M SZ- )Ott +aifa W 06UVV"M Wal fitqWWt0 MY IU#tqWV (ado) d( °S%d°t95d1IAd N>Uf" XU 6UPOR 4 il9mv ° 019MV dwet") WrMald'Pu #Q 9esPjw*j 9P' "Mod N S660 r .. 0 OW 9'0* Q'9! £l'9i 0'9t 0'96 -.... (M ,.,Ui Ott Slot 5`$'t -Y 09 xg Muol NeZI}tw r5S*en of h!2' h not Mum hAET Pa5£JC�3 .......... u.d. mum mm . „a., h1v#bt �mt-onl"PC ow -az!s 6upis paanpai 411n sueaajelleIsul Aamod mnl ai algejlns aajaanul 041 saalew a6uej a6eiloA lndul aplm a41 '%TL6 of do 3n buapfga 1sa4614 ay3 sanl6 uoiieaado ssalsawattjsueal aqi 1” . „: . (utllsaaA V -) uoildns;Eaiul pue uoill oja(3 jjnej ajar palei6alul d0j.NS 0 e ojny 41rm ual4e3lunwwta3 ssap xirjoj 3lf cjow{?1(jv8 -Ifld 4pm alglledwo:) . 000 ONE out ' l -az!s 6upis paanpai 411n sueaajelleIsul Aamod mnl ai algejlns aajaanul 041 saalew a6uej a6eiloA lndul aplm a41 '%TL6 of do 3n buapfga 1sa4614 ay3 sanl6 uoiieaado ssalsawattjsueal aqi 1” . „: . (utllsaaA V -) uoildns;Eaiul pue uoill oja(3 jjnej ajar palei6alul d0j.NS 0 e ojny 41rm ual4e3lunwwta3 ssap xirjoj 3lf cjow{?1(jv8 -Ifld 4pm alglledwo:) . FOR OFFICE USE ONLY Building Permit Application Property Owner Mailing Address: (if different than property address) Address: ., Complete all information on BOTH sides of this form ••�^ -r , - •g •.•«F....^. ,.� + - ... + >,. .,,.,��,....,„..... *x . .rvx =w. Ica wrgww -»^w.r x ,. -- —f 'xxaw». .aan.�:.r -.— -.— aaxra:+x+,ea s... y w,�'3u"wr use m Sit � 11 ,+(f6r - 0� Car -44. o cx loco 1, - Y f) CIRCLE ONE (OW NER) ) ,r y c -,' *,f mm f " > Ra . Building Divrsit W I T , qj CONSI XrING LLC DrJ Consulting, LLC 6300 Enterprise Lane Re: NT_ 1 1 16 Madison, Wisconsin, 53719 MiTek 20120 7.3 The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by ProBuild South (Longmont). Pages or sheets covered by this seal: I7009758 thrul7009760 My license renewal date for the state of Colorado is October 31, 2013. Important Notice: The accuracy of the Truss Design Drawings relies upon: All truss and component designs utilize manufacturer published connector (i.e. truss plate, etc.) design values and American Lumber Standards Committee (ALSC) approved rules- writing agency lumber design values (where Southern Pine has been specified, those design values are as tabulated in Southern Pine Inspection Bureau Grading Rules 2002 Edition Supplement No. 13). Lumber design values correspond with the grade stamp prior to cross cutting as (a) approved by the Board of Review of ALSC (b) tabulated and footnoted by the applicable rules - writing agency using a published effective date, (c) approved and published by the American Wood Council for use in the NOS engineering equations for the design of structures using lumber, and (d) referenced in the latest edition of ANSUTPI 1, Section 6.3. o�l✓o ueZ 44687 July 18,2013 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility solely for the truss component(s) depicted on the individual Truss Design Drawings. The design assumptions, loading conditions, suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses, per ANSI /TPI 1. The responsibilities and duties of the truss designer, truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI /TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Truss Truss Type 1�116 _ -- Al Special Truss 1.750 s Sap 27 2012 MiTek Industries, Inc. Thu Jul 18 09: -0- 11-0 4 -0.14 7.17 4 ID:Vto nwg3wX3YOVCGWTU9nNlzDyXN - t7vW Ggc0z ?529RSbSZzE% 0.11-0 4 -0.14 3-10 -6 12 -0.2 4-0.14 17009758 Scale - 1:25.0 3x4 4x10 = 5 9 3x4 II 11 0 N 4 9 N LOADI747.0 so SPACING 2-0-0 CSI TCLL Plates increase 1 15 TCDL .0 TC 0.42 Lumber Increase DEFL in Vert(LL) -0.15 (loc) Udeft Ud PLATES GRIP 7 -8 >927 240 1.15 BC 0.52 BCLL .0 Rep Stress Ina Yes W 3 Vert(TL) -0.25 7.8 -558 180 MT20 197!144 0.67 BCDL .0 Code IRC2O09frPI2007 (Matrix -M) Horz(TL) 0.03 11 Na Na LUMBER Weight 41 lb FT = 0% TOP CHORD 2x4 SPF No.2 BRACING BOT CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-13 WEBS 2x3 SPF No.2'ExcepC BOT CHORD oc purlins, except end verticals, Rigid ceiling directly applied or 7 -7 -12 oc bracing 2 -9: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS (lb/size) 9= 91210.5 -8 (min. 0.1 -8), 11= 746/0-3 -2 (min. 0.1.8) Max Horz 9= 136(LC 9) Max Uplift 9=- 229(LC 5), 11=- 187(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -12 =- 2322 605, 3-12= 2288/514, 3-4 =- 21421482, 4-5=- 349 184. 6-10 =- 125/600, 5-10 BOT CHORD 8-9=- 197282, 7 -8=- 594/2228, 6-7 =- 532/2106 =- 125/600, 2- 9=- 889/293 WEBS 3-8=- 3431142, 4-6=- 1773/452, 2-8 =423/1943 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.0psf, BCDL= 6,Opsf; h =25ft B =45ft; L =24ft; save =4ft; CIL II; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) -0.11 -0 to 2 -1 -0. Intenor(1) 2 -1 -0 to 11 -7-6 zone; cantilever left and right exposed; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1,60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 9, 11 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 11. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502. 11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Ll / /4�Q • ' • j�O ~ ' NS F 687 ,: , �S�ONA� EC July 18,2013 WARNING - Verity design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03 -11) before use. Design valid for use with MiTek connector plates only This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint , designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure slabdsy during construction is the responsibility of the installer, Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consul ANSI/TPI DSB -89 and SCSI 1, (Building Component Safety Information) available from SBCA al www.sbcindustry com CONSULTING LLC lob Truss Truss Type L otf'PN VT_11Special Truss 17009759 ProBuild h 9 1 ference o Bona In 7.350 s Sep 27 2012 MiTek Industries, Inc. Thu Jul 18 09:31:52 2013 Page 1 /.y -2 °. ••- �s�• „ rva.ucnurygJ %"VV4LMMVu3H2nONF W A tAb I 15 -2 -12 22 -11 -14 g P qyw 7 -9-2 7 -5.10 4-2 -14 7 -9-2 1 -3-0 2.50 12 4x8 = Scale = 1:52.0 4 5 0 W 3: LOADING (psf) SPACING 2 -0-0 CSI TCLL 47.0 TCDL 10.0 Plates Increase 1.15 TC 0.95 BCLL 0.0 Lumber Increase 1.15 Rep Stress Incr Yes BC 0.51 WB 0.97 BCOL 10.0 Code IRC2009/TPI2007 (Matrix -M) LUMBER TOP CHORD 2x4 SPF No.2'Except' 3 -5: 2x6 SPF 21GOF 1.8E BOT CHORD 2x4 SPF N0.2 WEBS 2x4 SPF No.2 REACTIONS (lb /size) 10= 1529 /Mechanical, 6= 1825/0 -5-8 (min. 0 -2 -14) Max Horz 10= 441(LC 6) Max Uplift 10=- 318(LC 5). 6=- 415(LC 5) DEFL in (loc) I /deb Ud PLATES GRIP Vert(u-) - 0.16 6-7 >999 240 MT20 197/144 Vert(TL) -0.32 6.7 >861 180 Horz(TL) 0.03 6 n/a n/a Weight: 115 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7 -7 -1 oc bracing WEBS 1 Row at midpt 4-6.2-7 FORCES (Ib) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.10 =- 1453/355, 1 -11 =- 18681362, 2 -11 =- 1790/374, 2 -3 =- 1443/317, 3-12 =- 14601399, 4 -12 =- 13581408, 4-8 =- 16451479 BOT CHORD 9 -10 =- 537/171, B -9 =- 589/1753, 7- 8=- 58911753 WEBS 1 -9=- 363/1808, 2.9 = -56 8/244, 2 -7 =. 512/229, 3-7=-8821333, 44= -473/1908 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gust); TCDL= 6.Opsf, BCDL= 6.Opsf; h =25ft; 6 =45ft; L =24ft: eave =4ft, Cat. II; Exp C; enclosed; MWFRS (all heights) and C -C Extenor(2) 0-1 -12 to 3 -1 -12, Interior(1) 3-1 -12 to 24 -2 -14 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 10. 7) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802. 10.2 and referenced standard ANSIfTPI 1- 9) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard J• NAl July 18,2013 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03 -11) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint , designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB 89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry com _ C ONSULTING LLC sxlu — 4x10 — 3x6 — 1116 3. i Ox20 MT201 THD28 Flat Truss 3.7 -14 3x10 = 17009780 2 Job Referent^ r ^ ^r ^ ^° 7.350 s Sep 27 2012 MiTek Industries, Inc. Thu Jul 18 09:31:54 2013 Pagel wg3wX3YQvCGWf U9nNlzDyXN HibfdlsUluNgvd9gGa6gmagls3gF ?YY7glGvbywL, 11 -1-6 14 -11 -0 3-7 -14 3 -9-10 Scale - 1:26.7 5x12 = 06 II 4x6 II 5x12 = 12 LOADING (psf) SPACING 2-0-0 TCLL 47.0 Plates Increase 1.15 TCDL 10 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IRC2009ITP12007 LUMBER TOP CHORD 2x6 SPF 210OF 1.8E BOT CHORD 2x8 OF 195OF 1.7E WEBS 2x4 SPF No-2 'Except* 1- 10,5$,2- 10.4 -8: 2x8 SPF 210OF 1.SE THD26 0x10 = -cu 6 10x20 MT20H THD28 CSI TC 0.36 13 1 1 -5 (loc) Ilden Ud PLATES 2-10 -9 Vert(LL) -0.18 Vert(TL) -0.26 -8 3 ' 7 3-7 7 4-6 197/144 1 -10 Horz(TL) 0.08 5-6 MT20H 148/108 (Matrix -M) 61 15 16 17 10 THD26 9 10x10 = 6 18 19 7 20 21 THD26 i � THD26 run-, 4x6 II 5x12 = 12 LOADING (psf) SPACING 2-0-0 TCLL 47.0 Plates Increase 1.15 TCDL 10 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IRC2009ITP12007 LUMBER TOP CHORD 2x6 SPF 210OF 1.8E BOT CHORD 2x8 OF 195OF 1.7E WEBS 2x4 SPF No-2 'Except* 1- 10,5$,2- 10.4 -8: 2x8 SPF 210OF 1.SE THD26 0x10 = -cu 6 10x20 MT20H THD28 CSI TC 0.36 DEFL in (loc) Ilden Ud PLATES GRIP BC 0.74 Vert(LL) -0.18 Vert(TL) -0.26 8 >999 240 8 >665 180 MT20 197/144 WB 0.61 Horz(TL) 0.08 6 n/a Iva MT20H 148/108 (Matrix -M) Weight: 199 lb FT = 0% BRACING TOP CHORD 240 oc pudins (5 -4-14 max): 1.5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0.0 oc bracing. REACTIONS (Ib/size) 10= 10022/0.3.8 (req. 0 -5-6), 6=11278/0.3 -8 (req. OSO) Max Horz 10 =99(LC 6) Max Uplift 10=- 2338(LC 5), 6=- 2613(LC 6) FORCES (lb) TOPCHORD BOT CHORD WEBS Supplementary Bearing Plates, special anchorage, or other means to allow for the minimum required support width (such as column caps, bearing blocks, etc.) are the responsibility of the building designer. See Note 9. Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 1- 10=- 940289, 1- 11=- 540/178, 11- 12=- 540/178, 2- 12=- 540/178, 2 -3 =. 12941/3095, 3-4 =- 13155!3143, 4-13=-620 / 195,1314 = -620 / 195 ,5-14=-620/195,5-6=-951/291 10.15= -3154/ 12941, 9 -15=- 3154/12941,9 -16=- 4072 -17 =- 4072/16878,8 -17 =- 4072/16878, 8-18---4072116878.18-19=-4072/16878, 7-19=-4072116878,7-20=-3178/13155. 20 -21 =- 3178/13155, 6.21 =- 3178/13155 2- 10=- 14159/3389, 2.9=- 10354872, 3.9= 4471/1071, 3-8=-533(2490. 3- 7=- 422911015, 4-7 = 105 3(4962,4 -8=- 14311/3420 NOTES 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0.9 -0 oc. Bottom chords connected as follows: 2xB - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0.9 -0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -05; 105mph (3-second gust); TCDL= 6.Opsf. BCDL= 6.Opsf; h =25f: B=45ft; L =24ft; eave =4fL Cat II; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) 0-2 -12 to 3 -2 -12, Intenor(1) 3-2 -12 to 14-8 -4 zone; cantilever left and right exposed; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6 -0 tall by 2 -0-0 wide will fl between the bottom chord and any other members. 9) WARNING: Required bearing size at joint(s) 10, 6 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2338 lb uplift at joint 10 and 2613 lb uplift at joint 6. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 14) Use USP THD28 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 14 -5-8 oc max. starting at 0 -2 -12 from the left end to 14 -8-4 to connect truss(es) B1 (1 ply 2x4 SPF) to back face of bottom chord. 15) Use USP THD26 (With 16d nails into Girder & NA90 nails into Truss) or equivalent spaced at 2 -0-0 oc max starting at 2 -4 -4 from the left end to 14 -1 -4 to connect truss(es) B1 (1 ply 2x4 SPF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 A WARNING - Verify design parameters and read noes on this Truss Design Drawing and included DO Reference Sheet (rev. 03 -111 before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility or building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner or the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery. erection, lateral restraint and diagonal bracing, consult ANSVTPI 1, DSB -89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcmdustry com. THD26 J CONSULT /Nr r i July 18,2013 Job Truss Truss Type Ply NT 1116 C1 Flat Truss 1 17009760 Pfo BUIId ,1� oe Mu h L Job Reference nan 7.350 s Sep 27 2012 MITek Industries, Inc. Thu Julia 09:31:54 2013 Page 2 ID:VtQrlwg3wX3YQvCG WfU9nNlzDyXN- Hibf dlsUluNgvd9gGa6grnagls3gF ?YY7glGvbywtA2 1) Regular Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (pif) Vert : 1- 5=- 514(F= -400), 610= -20 Concentrated Loads (lb) Vert: 10 =- 1509(8)6 =- 1509(6) 15=- 1509( B) 16=- 1509(B)17 =- 1509(8)18 =- 1509(8) 19= -1509(8)20=- 1509(B)21 =- 1509(8) Q WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03 -1 V) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint iF designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. 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ENERGY CODE INSPECTION CHECKLIST Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1116 Inside Perrin% Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1116 Inside Perrins Row.blg Rating Date: 01/10/14 Building Information Conditioned Area (sq ft): 1187 Conditioned Volume (cubic ft): 12880 Insulated ShellArea (sq ft): 3756 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. EnergyLogic, Inc's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. L ) ; Ty tits - r-rP- Sr Ceilings: 1. Attic: R -38 Blown Attic G1 (473 s.f.) R -25.0 continuous insulation, R -13.0 cavity insulation. Name: Flat Insulation Grade: 1 II III Face / Inset Comments /Location 2. Attic: R30 Blow Open G1 (52 s.f.) R -17.0 continuous insulation, R -13.0 cavity insulation. Name: Flatedge Insulation Grade: 1 II III Comments /Locati Above -Grade Walls: APPROVED Subject to Field Inspections Wheat Ridge Building Dept. P £S -i5/ Date: Sign Pian checker Face/Inset REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985- 2013Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 [ ] 1. Wall: x6 16oc BF /R23 G1 (450 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Front 2x6 Insulation Grade: 1 II III Face / Inset Comments /Location [ ] 2. Wall: x4 16oc FB /R13 G1 (1596 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Total 2x4 common Insulation Grade: 1 II III Face/Inset Comments /Locatio [ ] 3. Wall: x6 16oc BF /R23 G1 (300 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Back 2x6 Insulation Grade: 1 II III Face / Inset Comments /Locatio [ ] 4. Wall: x6 16oc BF /R23 G1 (80 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Right 2x6 Insulation Grade: 1 II III Face / Inset Comments /Locatio [ ] 5. Wall: x6 16oc BF /R23 G1 (150 s.f.), Between conditioned space and garage R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Garage 2x6 Insulation Grade: 1 II III Face/Inset Comments /Location Windows and Skylights: Window -to -Wall Area Ratio: 0.16 [ J 1. Window: Low E 30 / 30 (102 s.f., South), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Front 2x6 Orientation: South Comments/Locati [ ] 2. Window: Low E 30 / 30 (43 s.f., North), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Back 2x6 Orientation: North REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Commen [ ] 3. Window: Low E 30 / 30 (12 s.f., East), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Right 2x6 Orientation: East Comments /L Doors: [ ] 1. Door: R 6.2 no storm (22 s.f.), R -Value 6.2 Comments /Locati [ ] 2. Door: R 5 Garage Entry (22 s.f.), R -Value 5.0 Comments /Location Frame Floors: [ ] 1. Floor: F -Glass 16oc 12" G1 (318 s.f.), Between conditioned space and garage R -0.0 continuous insulation, R -50.4 cavity insulation. Name: Garage Insulation Grade: 1 II III Face / Inset Comments /Location [ ] 2. Floor: F -Glass 16oc 12" G1 (35 s.f.), Between conditioned space and ambient conditions R -0.0 continuous insulation, R -50.4 cavity insulation. Name: Cant Insulation Grade: 1 II III Face/Inset Comments /Location Slab Floors: [ ] 1. Slab: R10- S10'w/R10- P18 "G1 (172 s.f.) R -10.0 perimeter insulation, R -10.0 under slab insulation. Name: Slab Insulation Grade: 1 II III Face / Inset Comments /Lora Rim and Band Joists: REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985- 2013Archdectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 Joist: Ambient (90 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -19.0 cavity insulation. Name: Ambient Insulation Grade: 1 II III Face / Inset Comme [ 1 2. Joist: Party (40 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Party Insulation Grade: 1 II III Face / Inset Comments /Location Mechanical Equipment: [ ] 1. Heating: Fuel -fired air distribution. Natural gas, 92.1 AFUE. Make and Model Number: [ ] 2. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number: [ ] 3. Water Heating: Conventional, Natural gas, 0.62 EF, 40.0 Gal. Make and Model Number: Mechanical Ventilation System: [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 34 cfm, 24.0 hrs /day, 15.0 watts. System description(make): Air Leakage Control: [ ] Blower Door Test at Final [ ] House is air - sealed so as to achieve 3.00ACHSO or less at final blower door test. (Max CFM50 is: 644) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. INFILTRATION REQUIREMENTS FOR IECC. 20091E C Infiltration limit for the design home is 7 ACHSO 2012 IECC Infiltration limit for the design home is 3 ACHSO. REM/Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985- 2013Architectural Energy Corporation, Boulder, Colorado. M low_, ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 5 Duct Leakage and Insulation: (] Duct System 1 Leakage to Outside —and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM /Rate at 1.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM /Rate at 1.000 CFM @ 25 Pascals DUCT LEAKAGE CODE REQUIREMENTS FOR IECC zuua itcc Postconstruction Leakage Test: Duct Leakage to Outdoors — 8 CFM25 / 100 sq ft CFA. 2009 IECC Rough in Test with AHU: Total Duct Leakage — 6 CFM25 / 100 sq ft CFA. 2009 IECC Rough in Test without AHU: Total Dud Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC Postconstruction Leakage Test: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC Rough in Test with AHU: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC R i n Test without AHU: Total Dud Leakage — 3 CFM25 / 100 sq ft CFA. NOTES REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. 0 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. y Monrc� � p 2 N. 1996-069 �4 4 CCA IOrtAT� ~P ENERGY STAR VERSION 3 HOME REPORT Date January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1116 Inside Perrins Row Rating Org.: EnergyLogic, Inc Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End -Use Loads (MMBtu /year) ENERGY STAR As Designed Heating: 11.6 8.3 Cooling: 6.8 4.9 Water heating: 9.4 9.1 Lighting &Appliances: 15.8 17.1 Total: 43.6 39.4 HERS Index of Reference Design Home 74 67 HERS Index w/o PV HERS Index Target (SAF Adjusted) 74 67 HERS Index Size Adjustment Factor: 1.00 HERS Index w/o PV < HERS Index of Reference Design Home AND HERS Index <- HERS Index Target to comply. Mandatory Requirements for All ENERGY STAR Version 3.0 Qualified Homes X� Duct leakage at post construction better than or equal to ENERGY STAR v3.0 requirements. X❑ Envelope insulation levels meet or exceed ENERGY STAR v3.0 requirements. X❑ Slab on Grade Insulation must be > R -5, and at IECC 2009 Depth for Climate Zones 4 and above. XO Envelope insulation achieves RESNET Grade I installation, or Grade II with insulated sheathing. IX-1 Windows meet the 2009 IECC Requirements - Table 402.1.1. X❑ Duct insulation meets the EPA minimum requirements of R -6. X❑ Mechanical ventilation system is installed in the home. XO ENERGY STAR Checklists fully verified and complete. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3 Qualified Home. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 3 HOME REPORT New Town Builders Pollution Prevented Type of Emissions Carbon Dioxide (CO2) - tons /yr Sulfur Dioxide (S02) - Ibs /yr Nitrogen Oxides (NOx) - Ibs /yr Page 2 Energy Cost Savings ($/year) Reduction Heating: $195 2.2 Cooling: $58 2.5 Water Heating: $12 6.0 Lights & Applian ce s: $62 Total: $326 The energy savings and pollution prevented are calculated by comparing the Rated Home to the ENERGY STAR Version 3 Reference Home as defined in the "ENERGY STAR Qualified Homes HERS Index Target Procedure for National Program Requirements, Version 3.0" promulgated by the Environmental Protection Agency (EPA). In accordance with RESNET Mortgage Industry National Home Energy Rating Systems Standards, building inputs affecting setpoints infiltration rates, window shading and the existence of mechanical systems may have been changed prior to calculating loads. REM /Rate - Residential Energy Analysis and Rating Software v14.3 ©1985 -2013 Architectural Energy Corporation, Boulder, Colorado. 1 �S lug ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1116 Inside Perrins Row Rating Org.: EnergyLogic, Inc 0.00 Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. Building Information Conditioned Area (sq ft): Conditioned Volume (cubic ft): Insulated Shell Area (sq ft): Number of Bedrooms: Housing Type: Foundation Type: Building Shell Ceiling w /Attic: Sealed Attic: Vaulted Ceiling: Above Grade Walls: Found. Walls (Cond): Found. Walls (Uncond): Frame Floors: Slab Floors: Mechanical Systems Heating Cooling Water Heating Programmable Thermostat: Ventilation System: Lights and Appliances Percent Interior Lighting: Percent Garage Lighting: Refrigerator (kWh /yr): Dishwasher Energy Factor: Ceiling Fan (cfm=att): 1187 12880 3756 2 Townhouse, inside unit Slab R -38 Blown Attic G1 U =0.026 None None x6 16oc BF /R23 G1 U =0.055 None None F -Glass 16oc 12" G1 U =0.024 R 10 -S 10'w /R 10 -P 18 "G1 U =0.044 Ratings HERS Index: 67 HERS Index w/o PV: 67 HERS Index Target (SAF Adjusted): 74 HERS Index of Reference Design Home: 74 Size Adjustment Factor: 1.00 Window/Wall Ratio: Window Type: Window U- Value: Window SHGC: Infiltration: Duct Leakage to Outside Total Duct Leakage: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Air conditioner, 30.0 kBtuh, 13.0 SEER. Conventional, Gas, 0.62 EF. Heat =Yes; Cool =Yes Exhaust Only: 34 chn, 15.0 watts. 90.00 Clothes Dryer Fuel: 0.00 Clothes Dryer EF: 775.00 Clothes Washer LER: 0.60 Clothes Washer Capacity 0.00 Range /Oven Fuel: 0.16 Low E 30 / 30 0.300 0.300 Htg: 3.00 Clg: 3.00ACHSO 1.00 CFM @ 25 Pascals 1.00 CFM @ 25 Pascals Electric 2.67 704.00 2.87 Electric REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY New Town Builders Page 2 Note: Where feature level varies in home, the dominant value is shown. This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV — HERS Index of Reference Design Home AND HERS Index — HERS Index Target to comply. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. 0 Q)nergyLogic ,.Nd19f60ff analysis. Insight. answers. 2009 IECC ANNUAL ENERGY COST COMPLIANCE Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1.800.315.0459 Property: 1116 Inside Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1116 Inside Perrins Row.blg Rating Date: 01110114 Annual Energy Cost ($) 2009 IECC As Designed Heating: 258 189 Cooling: 65 gg Water Heating: 160 160 SubTotal - Used to Determine Complian 4 84 _ 4 Lights & Appliances: 569 568 Photovoltaics: -0 -0 Service Charge: 0 0 Total: _ 1052 9 ' Window LI- Factor Check (Section 402.5) Window LI- Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.2): PASSES Duct Leakage (Section 403.2.2): PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 13.5 %. Name: Peter Oberhammer Organization: EnergyLogic. Inc " Design energy cost is based on the following systems: Heating: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Cooling:Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. Window -to -Floor Area Ratio: 0.13 Signature: Date: January 10. 2014 REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. id 2009 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Page 2 Blower door test: Htg: 3.00 Clg: 3.00 ACHSO In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985 -2013 Architectural Energy Corporation, Boulder, Colorado. `( energyLogic analysis. Insight. answers. ay 2012 IECC ANNUAL ENERGY COST COMPLIANCE Date: January 10, 2014 Rating No.: Simulated Performance Analysis Building Name: New Town Builders Owner's Name: New Town Homeowner Property: 1116 Inside Perrins Row Address: Wheatridge, CO 80033 Builder's Name: New Town Builders Weather Site: Denver, CO File Name: 1116 Inside Perrins Row.blg Heating: Cooling: Water Heating: S u b Total - Us to D Complianc Lights &Appliances: Photovoltaics: Service Charge: T Window U- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): Home Infiltration (Section 402.4.1.2): Duct Leakage (Section 403.2.2): Mechanical Ventilation (Section 403.5): Rating Org.: EnergyLogic, Inc Phone No.: 970.532.3220 1.800.315.0459 Rater's Name: Peter Oberhammer Rater's No.: 9189857 Rating Type: Based On Plans Rating Date: 01/10/14 0.480 This home MEETS the annual energy cost requirements of Section 405 of the 2012 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 2.5% Name: Peter Oberhammer Signature: Organization: EnergyLogic, Inc Date: January 10, 2014 ` Design energy cost is based on the following systems: Heating: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. 0.300 PASSES PASSES PASSES to Annual Energy Cost ($) 20 I As Designed 195 189 79 73 160 160 434 4 23 569 568 -0 -0 0 0 1002 ao4 0.480 This home MEETS the annual energy cost requirements of Section 405 of the 2012 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 2.5% Name: Peter Oberhammer Signature: Organization: EnergyLogic, Inc Date: January 10, 2014 ` Design energy cost is based on the following systems: Heating: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. 0.300 PASSES PASSES PASSES to 2012 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Page 2 Window -to -Floor Area Ratio: 0.13 Blower door test: Htg: 3.00 Clg: 3.00ACHSO In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2012 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. �3 6 C o 0 0 0 0 o e N (> (O O a � r C Q E m > 0 0 0 p E ro U U U C y (O r co O O MC E C C C E 3 O O _� O ( 69 Obi O O O O N Efl (A EA 44 E C m f6 cu LO E E O c N a) a) a O N p N N N N Cl) m 0 w - O O 0 0 -� 3 w_ a w a) N U U U o-) ro o O N U Y> T T T O O O O m LO •-- O T O O x w cr 01 m 01 O E N .- 3 r--0 S` to ` O Q N O (n a o z Q N 0 m (n W w w O is m 4 o } m U m m O c c c E 0 0 d N ro (L m 0 m(r O O o W E •Q1 0 (� y E a a r, N y m Z m m co m 0 = N L) a) E •� w c E c I �, z r° oo 'B) z 0) .0 m w C O U Q N N p O O x CO Lo a) m ro m 'a m N t a c c c a o c c 0 m a . c om a t W co O(N O m° (n }' w o 0 , W N o o O j rn 0) i% Q 0 a� o C) o - >, a v rn t0 C C Y O .0 N N N a C N m N a) O O 0) W Q N (n C *k U 2 U 2 a (n H F 0 2 0c (xo F- U Q U a tL N a C , a @ o o (n o _ c LO • U , n c _ o U a) p y "0 o 0 .2 U O m • co m C O CO N 'O W C a) M O1 > \ L M CD C) p � >, N M 7 t7 O O 'U .V n _ a1 O O W CO O-0 U U^ O o: C N C) (O p C) a co O L C U W m o 3 o C) o 3 0) 03 w w N N O m -� (n O H (n a J 2 m w O `f 'p C O N C .. .. w 7 - w LL E O m O ai o- ° U- m p a o c a1 m LL a U d vi in g �> .C6 Q is Fn E FT O a) m c E C 6 , �- N C v a a) -0 O m > Z v E °_ rn 0 O c O O LL 0 C: O N U (6 NL-. ro y LL 10 =O a o E o) W LLI w 5 ° U °' W N 0 U L w uJ (0 m a U fn r1 c C) Z M N O c: O > (n U C m Lo c: H O U 01 • 41 �.+ V v m W 0 u � _ oo .° _m U � v o M C) u7 W z m r1 O Mn C U _ C fa � >, N '6 -0 ro .0 p N C �- O O co N p t) ._ O M O O C Q� LT U a) 'O C W O O O m V m 1� - N O w 0 a) () p - O t` U) (n N I� OO U > C) ro CD M O O O 01 '� N N 3 O L ro N C 0 E N (L Q U W m X Z Z af Z .. m Q. 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U O O Q O M N C O N O N y E o� o Lu Ix rllr�) tit ial CU iJ UD UJ iv to n C s. • 5700 E. 39th Avenue • Denver, Colorado 80207 • Phone: 303 - 575 -6701 • Toll Free: 800 - 824 -3675 • Fax: 303 - 575 -6706 z ALWIL INTERNATIONAL, INC % tM.- LO K 1� \f I � I 1 I NIROVED I he 3t I:i ar I b a — i — i ,'► o� _ � � TL I 1 I ___ I - _- �- 1 -I - -- - - - -- P -- - -� -- - - - -- z ALWIL INTERNATIONAL, INC % tM.- LO K 3egI Ox4 SR- 140,4 ",18 CFM,Reg:tOx4 Proposed -Frame in 1200" High return in closet 24x8" Transfer Grilles Use 8" to 7" reducer at boot SR- 110,8 ",76 CFM,Reg:10x4 NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1116 Page Size: 8.5x11" Scale: 1/8" = 1'0" Drawn: Approved: Date: Job Number: o mstan baiancmg uampers on supply Kuns APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: Sign e Plan checker \ 11'0" of 18x12" S/A Low,7",100 CFM,Grille:12 SR- 100,7 ",81 CFM,Reg:10x4 SR- 200,7 ",81 CFM,Reg:10x4 ers on Supply Runs Page Size: 8.5x11" NEWTOWN BUILDERS PERRIN'S ROW Plan 1116 Lower Level Scale: 1/8" = 1'0" North Drawn: Approved: Date: Job Number: SR- 180,7 ",77 CFM,Reg:10x4 SR- 190,7',77 CFM,Reg:10x4 Main Low,383 CFM,Grille:16x16 R- 160,7',72 CFM,Reg:10x4 Ins NEWTOWN BUILDERS PERRIN'S ROW Plan 1116 Main Floor Dra Ap Dat Job P S Manual S, D New Town Perrin's Row Plan 1116 EQUIPMENT: Furnace = Carrier Model 59SC213040S 17 - -12 (40000 BTU) Air Conditioner = Carrier Model CA13NA018 * * * *(A,B) (1.5 Ton) Evaporator Coil = Carrier Model CNPV *2417A * * +TDR (2 Ton) Duct Data from Program Summary Report Units: Pressure: in.wg, Duct lengths: feet, Duct s¢es: inch, Airflow: CFM, Velocity: ft_hnin, Temperature Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit The cumulative static pressure loss value fora return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary Number of active trunks: 17 Number of active runouts: 12 Total runout outlet airflow: Main trunk airflow: 759 680 Largest trunk diameter. 16 ST -260 Largest runout diameter 8 SR -110 Smallest trunk diameter: 0 ST -170 Smallest runout diameter: 4 SR -140 Manual D Ductsize Data - Duct System 1 - Supply cont'd Supply fan external static pressure 0 800 0!0-12 Supply fan device pressure losses 0 260 oval Supply fan static pressure available: 0 540 100-22 Runout maximum cumulative static pressure loss. 0 358 SR -150 Return loss added to supply: 0.049 40,000 Total effective length of return ( ft.): 190.8 Low Total effective length of supply ( ft.): 199.7 SR -150 Overall total effective length ( ft.): 390.5 Low to SR -150 Design overall friction rate per 100 ft_: 0.138 (Available SP x 100 ? TEL) Furnace Heat Rise Used 58 degrees on Program capacty and e5eiency 010-10 0!0-12 060-12 OWS oval M-2o !loo -U 100-22 Mn Input High Hest (BTUH) 40.0W 40,000 6 ff. D00 60,000 80.000 80,000 100 000 100 DOC 120.D00 High s ) Efic iency (ICS) Certified Temperature Rise Range T (°C) Fiig h Heat 35-65 119 - 361 35-65 (19-36) 40-70 (22-391 40-70 (?--39) 40-70 (22 2 -39) 3S-65 (19-36) 40-70 (22-39) 40-70 (22-391 45-75 (25-42) Furnace Blower data 01/ AIR DELIVERY - CFM ( BOTTOM RETURN WITH FILTER) UNIT SIZE RETURN -AIR CONNECTION SPEED TAPS z EXTERNAL STATIC PRESSURE (IN. 0.1 0.2 0 -3 0.4 0.5 0.6 01 0.8 0.9 1.0 040 -10 SIDE,BOTTOM Black 1160 1120 1070 1020 965 905 835 765 695 630 Blue 970 940 905 865 825 770 715 655 585 515 Yellow 920 890 855 820 770 720 665 600 545 465 Red 730 705 670 630 580 535 495 445 380 335 SIDEIBOTTOM Black 1310 1255 1205 1150 1100 1045 985 1 930 870 805 040 -12 Yellow 1215 1165 1120 1070 1025 970 915 860 800 740 Orange 1065 1030 1000 960 920 875 830 780 725 670 Blue 1005 980 950 920 880 840 790 L 74 5 695 640 Red 750 740 720 700 670 640 615 585 550 060 -12 SIDEIBOTTOM Black 1295 1265 1230 1195 1155 1110 1055 990 895 795 Blue 1035 1010 980 940 905 865 805 740 655 580 Yellow 965 940 915 885 855 805 750 685 610 530 760 735 705 675 630 570 520 4 335 060 -16 SIDEBOTTOM Black 1760 — 1709 - - 16 - 39' - 1 — 107 - -- 14 - W - 13 _1_0T_ 1180 1090 Yellow 1415 1400 1365 1335 1290 1240 1180 1115 1040 965 Orange 1065 1060 1050 1035 1010 975 940 890 835 770 Blue 1 1010 1000 9% 975 955 925 885 845 785 720 Red I 770 745 730 710 685 660 625 585 545 500 080 -16 SIDE /BOTTOM Black 1800 1770 1735 1685 1630 1570 1495 1415 1330 1230 Yellow 1445 1430 1410 -- 1385 1350 1305 1255 1195 1120 1045 range 12 1240 1200 1170 11 0 1090 1 97 910 Blue 1090 1080 1060 1035 1010 970 930 885 835 765 Red 880 860 835 810 _ 7 195 --7 796 -- 710 665 615 560 080 -20 BOTTOM or 1W0 -SIDES 3.4 Black 2310 2235 2140 2050 1960 1860 1755 1650 153 - 1 - 4 ,To Yellow 1720 1700 1670 1625 1570 1505 1435 1360 1275 1185 g ran O a 1515 1500 1480 1445 1405 1350 1290 1225 1155 1075 Blue 1150 1135 1105 1080 1050 1020 980 935 880 815 Red 945 915 885 860 835 805 770 720 670 610 100 -16 100 -22 SIDEBOTTOM BOTTOM or TWO -SIDES 34 Black 1725 1700 1665 1620 1570 1510 1445 1365 1265 1160 Blue 1500 1475 1450 - 1 - 1410 1370 1330 1260 1180 1095 1010 Yellow- Red Black 1235 1035 2690 1 2595 2490 1160 915 2390 1120 875 2280 - 1 - 07 - 5 - 825 2170 1 770 2050 950 715 1930 880 650 1810 575 1675 Yellow 2180 2145 2095 2045 1980 1905 1820 1725 1615 1490 Orange 1790 1795 1785 1765 1735 1690 1630 1555 1460 1350 Blue 1640 1640 1635 1620 1595 1565 1510 1450 1365 1270 Red 1365 1360 1360 1345 1330 1300 1265 1215 1155 1080 120 -22 BOTTOM or TWO -SIDES 3.4 Black 2645 2545 2445 2340 2230 2110 1990 1810 1685 1580 Blue 2430 2355 2275 2185 2090 1980 1850 1700 1600 1500 Yellow 1850 1825 1795 1760 1705 1625 1540 1465 1380 1280 Orange 1610 1595 1575 1550 1 1500 1 1455 1 1 1405 1 1345 1 1270 11 1185 1075 Evaporator Coil Static Pressure 0 PERFORMANCE DATA (cont.) COEL STATIC PRESSURE DROP (in. w.a) PURON and R -22 REFRIGERANTS Cooling Data 1070 • 19 1'1 "I 19 ILLIX PI 1 1 1 1 1 1 1 1'1 • 1 1 ' 1 X 1 ' 1 : r l 'JUL, 1 : 1 1 ' 1'1 ri 1 1 11 t 111 mi".1j. v IM 111 B WLa lug WW. 1111111111111111111111 • •. 1 1 . 1 1 • UNIMMI______________ 1 1:'1. 1 1'• [r�K1.7 1 C 1 J 1•: 1 <•• 1 .rP �� • 1 1 • 1 1 • . • . t 1® 1®.. 1®. • t __________ 1 • li • 1 1 . 1 • 1 1 • � 1® 1® 1® 1®__________ t •'• 1 1'. 1 1': 1 Ik uu-i 1 A• �ii� AIMA i IMIU M ________ • • Ii 1 1•: 1 1• 1 1 . t Id{ 1®��� 1 1 I l: ________ 1 t'. • 1 P: • uwu 1 w1 1'1 t i' 'LI' 1 ,[I [IYIL•y ______ -_ t 1� 1 1 : 1 1. • 1 1 1 Id{ 1® 1® 1® 1 1. 1 ®��________ -_ 1 1 1 1••k �1�,�� ' 'r. 1 � C 1 r r i•I• 1 r:. 1 t ______ / • 141 1 1 • 1 •. • 1 � .. t 1 :r' 1 1 • • 1®: 1®� 1 : 1 • 1 1® 1®' ______ r / 1`IC 1 1: • 1 t 1 • [ ��� 1 '1 1 :{�• I •: 1 t :: 1 C • 1 L+ _ -____ Cooling Data 1070 DETAILED COOLING CAPACITIES# E9A➢ORATOR AIR CONDENSER ENTERING AIR TEMPERATURES - F C) 75 (2391 85 129 1 95 105 J40 61 113 461 125 1. CN EW13 •F (•c) DiK+h TWt Y9946 9wlsi T� Kll^• "Wity N9 T°w Sy4110 KW• C4 *v NRM Tau Sys144n KW• C44a4cKy 4449nn T .W .. C4pacAy N6t96 T e S "t- Cp JIT me" To K 1- 3- ToLt 9w14i TaW 84nai 7alY 941141 ToM1 3an1i Nominal Capacity Low Speed 5])194) 2079 1 1031 177 1969 1016 112 1697 96a 136 1794 947 177 1667 909 197 1567 667 2.20 0 62 16 1909 . 1297 127 1524 1256 1 Q 1737 12.21 159 16]9 1184 1 T7 1567 tl u 196 1426 1101 220 523 63(172)tt 1784 12.55 127 1702 1219 142 1615 1162 139 1724 1113 1.78 1426 1102 196 1321 1055 220 W 9 4 17 33 1532 127 1674 1495 142 15.91 11.37 139 13.04 1416 1 75 1117 1417 1.96 1339 1737 220 72(222) 1700 1700 127 7676 16.76 142 1367 1367 159 11.95 1495 1.76 1416 1416 196 1339 1333 220 37 19 2112 11 01 129 2019 1D 67 1 M 19 19 1032 161 16.16 9.96 1.60 1707 957 200 1364 9.13 222 67(167) 1912 13.74 129 1554 1739 143 1760 1902 161 1687 1265 1.60 1359 1224 200 14M 1160 223 600 63 T tt 16.17 19.32 t 30 1732 1296 t 43 16" 12.36 162 1549 1219 1 90 t4 b 11 77 201 1310 1173 229 67(1941 17.93 16N 1.70 1T 12 1606 113 1670 1621 162 IS Cil 15.39 160 1471 1171 201 1961 5961 229 TZ 1770 1770 190 17.02 1702 143 16.29 1629 1.62 1357 15.31 1.60 1171 1171 201 1361 1361 229 37 (U 41 21 35 1148 1.32 2039 . 1114 1 47 19.37 1079 164 4 l0 43 1 83 1720 1004 203 1394 9.61 223 19.68 14.32 1.32 1676 14.17 147 17.79 13.60 1.61 1 1342 1.63 13.74 17.01 209 1456 12.56 223 675 69 (172tt1 1641 1406 132 1755 137D 115 1663 13.91 164 E15,67 1292 169 1464 1249 205 13.34 1203 226 87 9 4 66 16 11 132 1733 1755 116 16 1679 1.64 9 1399 1 67 15 13 15 19 2 W 1116 1116 225 72 (22 2) 1826 1826 132 17 35 1733 146 1679 1679 164 9 1399 169 1519 13 13 209 14.16 14 18 223 Sensible Gain= 12896 BTUs AC Delivers 16150 BTUs at Design Smallest Unit they make- CFM has been adjusted for the 1.5 ton unit Item Value Model Type Standard Air Conditioner Model Number (Combined) CA13NA018 * ** *(A,B)+CNPV'2417A" +TDR Outdoor Model Number CA13NA018 *'**(A,B) Indoor Model Number CNPV*2417A * * +TDR Tradename 13 SEER PURON AC Outdoor Manufacturer CARRIER AIR CONDITIONING Indoor Manufacturer Description Comment Nominal Capacity 18000 Nominal Capacity High Speed 0 Nominal Capacity Low Speed 0 SEER 13.2 SEER High Speed 0 SEER Low Speed 0 EER 11 EER High Speed 0 EER Low Speed 0 Sound 0 AHRI Reference Number 1540727 Qualifying Tier Sensible Capacity 18000 Latent Capacity 0 Compressor Warranty Coil Warranty Parts Warranty Labor Warranty Microprocessor Warranty C� W W W W 1 1 1 W W 1 Iv v v v C1 7�nc� E D ' c c ° n 2 j rna� "in d U H - 3 e v N ° W p > c e d d T w ~ OO N d d d Q N W O O D G O Q H a' V C H W Q G d 2 C O Q mo d W Q N d y d W G o y y N p N 0 rn H N t O H N _ > u ° ` F v LL O c oc J y > U D O o Q W d Of d W a Z N _p Z UJ V d N D J W � O �+ , ly W n t w 0 H pC °° I v H Q d O D O N o J Ln H j O Z Q J a Z LL � n W Q� J Z d m l l I 0 I l° O O In M v v v - - - P11 I 1 1 I I I I I i I I I I l I i I I 1 1 1 ( 1 ( f vv; it !j Now Town North MF Plan 1116 it - v v 9 v v v v 14 -11 -00 CD W V D c� GE2 w F- J Q m d K w O Q m Q J J Q H F N = N V � a � N T J Z O �+ w CL w w m j m U p d N w o 3 Ix o v 3 W Z m 4 H a w N a N D N 3 ° o LL T � Q Q d Z J Q ~ V LLO N � J m < Q � LL Q K Oa LL d W 7 2 o¢ w3 O t N w Vi N f- f- O � T O � T N J N N � H z Q a Z f W C W 0 U Z Q ~ J Z n. NT North MF Pla 1120 m' Hatch Legend L O E d U C o O C d c c U O V J N o E v d+ v o + c S i c d n N d o d p` a N c o y- G � m & d N a d d LL� H V F .rn H ,L o d F o a d V o O e d i cHa'F c, o o 0 a E + = d N a Q � ° N d N N � o c °o E o � � 3 _ � u N gv °o O c + � n f a o aa�dZ o a E d n ac a. V V V V V V V V V GE1 GE1 GE1 GE1 GE1 GE11 i I r� V D c� GE2 w F- J Q m d K w O Q m Q J J Q H F N = N V � a � N T J Z O �+ w CL w w m j m U p d N w o 3 Ix o v 3 W Z m 4 H a w N a N D N 3 ° o LL T � Q Q d Z J Q ~ V LLO N � J m < Q � LL Q K Oa LL d W 7 2 o¢ w3 O t N w Vi N f- f- O � T O � T N J N N � H z Q a Z f W C W 0 U Z Q ~ J Z n. NT North MF Pla 1120 m' Hatch Legend L O E d U C o O C d c c U O V J N o E v d+ v o + c S i c d n N d o d p` a N c o y- G � m & d N a d d LL� H V F .rn H ,L o d F o a d V o O e d i cHa'F c, o o 0 a E + = d N a Q � ° N d N N � o c °o E o � � 3 _ � u N gv °o O c + � n f a o aa�dZ o a E d n ac a.