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5630 W. 38th Avenue, Unit B
1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ! �� Job Address: �� . Gtr `' Permit Number: �L Cil�r176 3 d e tz r III ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 6) When correctio shave been made, call for re -inspection at 303-234-5933 Date: ' Inspector: / 0 �f IT DO NOT REMOVE THIS NOTICE 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: `70 3 F E A Job Address: 6 30 W 3 8 f°' X lr Permit Number: 2-0 L20 7r q 3 14 P / 3 hZ 449 (' _ ❑ No one available for inspection: Time %'% AM/PM Re -Inspection required: Yes No When c�lorre tions have been made, call for re-inspecltiioon at�303-23 933_ Date: -77;7; ; Inspector: �/,q 1 / DO NOT REMOVE THIS NOTICE *** 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. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertormed and that all work to be lfer#ormed is disclosed in this document and/or its' accompanying approved plans and specifications. r Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Reqqu�ests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180_days madebe 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. I 3. If this permit expires, a new permit may be required to 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 an 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 Dam V REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Solar PERMIT - 201707693 PERMIT NO: 201707693 ISSUED: 09/26/2017 JOB ADDRESS: 5630 W 38th AVE B EXPIRES: 09/26/2018 JOB DESCRIPTION: Permit for remove/reinstall existing system (see 201401238) 3.0 KW Roof mounted grid tied PV system *** CONTACTS *** OWNER (253)720-4461 NT PERRINS LLC SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2947 / EAST WHEATRIDGE CONDOS BLOCK/LOT#: 0 / *** 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. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertormed and that all work to be lfer#ormed is disclosed in this document and/or its' accompanying approved plans and specifications. r Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Reqqu�ests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180_days madebe 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. I 3. If this permit expires, a new permit may be required to 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 an 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 Dam V REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat P.,,idge 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: q 1) Plan/Permit # "Lo 1 -1 C) -7(c9 3 Plan Review Fee: Building41 Permit Application �`� pp I **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 5630 W 38th Ave Unit B, Wheat Ridge, CO 80212 Property Owner {.please print): John Correa Property Owner Email: Mailing Address: (if different than property address) Address: Same as above City, State, Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@SOIarCity.Com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone. 1 30 S - -�-- i t, - / 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 ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) R&R Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R a 3 kW roof -mounted grid -tied solar PV system Sq. FULF 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 I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: TIVE) of (OWN1�(CONTRACTOR)Z DEPARTMENT USE ONLY PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required TE: 9/22/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 1 , ABBREVIATIONS ELECTRICAL NOTES INDEX LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET is AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN _ _ BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS CONC CONCRETE OF THE HAZARDS PER ART. 690.17, PV4 THREE LINE DIAGRAM TYPE EC # 8041 C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 ELECTRICAL CALCULATIONS D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED CUTSHEETS ATTACHED DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. °v1 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. come ,�� �, 40«r" G SOLAR GUARD METER 4. CIRCUITS OVER GROUND SHALL ,oarw1wwo�a GALV GALVANIZED COMPLY WITH ART. 250.97, 250.926 T. 5 () JURISDICTION NOTES GEC GND GROUNDING ELECTRODE CONDUCTOR GROUND 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES �,�� city 0( Wheat HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC �UMTVDMU,� I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). APPROVED Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS Reviewed for Code Come 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. This permit is for the remove/re-install of 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 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. OW vr,nsfx,m,ner Existing equipment previously permitted on MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED Date (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL*ft °` �rsSYOMeo/°perm[wopprovn o/pl°Msp��e� COnPofot;onsshallnotye0ptrnq/oror°nopprpvp=afonyvo(o=pnra 201401238 ONLY n cyof NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE BUILDING CODE. Mrbe woV;s;onso fMh but4*naC°eeo.°/anyctyoro,.Q�y !�i No. NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE ,,,� =o4rveo°thor#ytouofoteoftorrceltheprorrsi&Mgffhe&W °="er%�mesat*C11yO,,,notbe NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. ,W. a �a9e ��/a'�9 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. 0 SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGSry STC STANDARD TESTING CONDITIONS r> rfd in SWH SOLAR WATER HEATER © atalmart TYP TYPICAL SupercQnler UON UNLESS OTHERWISE NOTED IIiOP R UPS UNINTERRUPTIBLE POWER SUPPLY Super 8 Denver Fai-nous Dave's V VOLT Stapleton Legendary Pit Vmp VOLTAGE AT MAX POWER &ar-B-Que Voc VOLTAGE AT OPEN CIRCUIT L W WATT M E 351I1 Ave — 3R NEMA 3R, RAINTIGHT es :n Luther Kin, ,ir 81,1ct REV BY DATE COMMENTS llarnr, I other King Jr 51 �J w rn CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB -8024767 00 PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE CORREA JOHN NEW TOWN ' BUILDERS PERRINS ROW CO NIRAJ NISCHAL • MARKET: MODULES:2 CANADIAN SOLAR CS6P-250PX BENEFIT OF ANYONE EXCEPT IN WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 5630B W. 38TH AVE. LOT 11. 3.OKW DC ROOF MOUNT PV SYSTEM �•�J'SolarCity. ►�� PART TO OTHERS OUTSIDE THE RECIPIENTS �m EXCEPT ITHE ORGASALE ¶A WHEATRIDGE, CO 80212 PROECT MANAGER: MSOLAOUNTINGRCITY THE D RES ECTIVENECTION USE OFON, MATTHEW BRIGGS SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. s�49_ —_216-1232 PAGE NAME: COVER SHEET SHEET: PV REV: DATE: 94402 x:(650) 638-1028 F:(650) 638-1029 1 8/15/2014 (888)-SOL-CITY(765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER—ONE # AURORA PVI-3.0—OUTD s STAMPED AND SIGNED FOR STRUCTURAL ONLY • ••� � RAG ��•;r�`��'% �•o.- • 44091 In PITCH: 12 ARRAY PITCH: 12 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shinqle STORY: Above T I FGFND O (E) UTILITY METER Sc WARNING LABEL INVERTER W/ INTEGRATED DC DISCO nv & WARNING LABELS DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS O JUNCTION BOX O DC COMBINER BOX & WARNING [(:-DlDISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE - - - INTERIOR EQUIPMENT SITE PLAN S Scale: 3/32" = 1' 3 M 01, 10' 21' N CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE >oe NUMBER: JB -8024767 00 PREMISE OWNER: AHJ wheat Ridge DESCRIPTION: CORREA, JOHN NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL �N�a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 5630B W. 38TH AVE. LOT 11. 3.OKW DC ROOF MOUNT PV SYSTEM �.. l ft;,;So�arCity MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE CO 80212 PRO ECT MANAGER MOUNTING SYSTEM: 3055 Clearview Way San Mateo, CA THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAGE NAME: 94402 SHEET: REV: DATF: SOLARCITY EQUIPMENT, VWTHOUT THE WRITTEN PERMIS90N OF SOLARCITY INC. PAYMENT TYPE: INVERTER: (1) POWER—ONE PVI-3.0—OUTD Z 1 6— 1 232 S �Q —,� SITE PLAN PV 2 8/15/20141 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com LEASE #AURORA Stories STAMPED AND SIGNED FOR STRUCTURAL ONLY 4' MAX. BETWEEN FOOTINGS STAGGERED STAN DOFF PV MODULE Scale: 1-1/2" = 1' n. ZEP LEVELING FOOT HANGER BOLT (6) 2' TYP ECOFASTEN FLASHING (N) ZEP INTERLOCK (E) 2x4 RAFTERS (E) COMP. SHINGLE (3) 24" SPACING FRONT VIEW OF MP1 (E) ROOF DECKING p 1j"x4" LAG BOLT (1) Scale: 1/2"=1'-0" (2) (2-1" EMBED, MIN) (5) (E) RAFTER LOWEST MODULE SUBSEQUENT MODULES 1% NIDI/J/JJ�/i LICA' � �, ��/7►.r►••iQ ori o Ly cn 44091 • Digitally signed by Srihari Raghavan Date: 2014.08.18 22:57:00 -07'00' :;�=. - T ; i- (E) 2X6 TOP CHORD (E) 2X4 WEBS (E) 2X4 BOTTOM CHORD SIDE VIEW OF MP T. CHORD: 2x6 @ 24" O.C. A SUPPORT: 2X4 WEBS, LBW SCALE: 1/4" = 1' MAX SPAN: 7'-0" INSTALLATION ORDER Ij LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. a(2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. I INSERT ECOFASTEN FLASHING. I (4) PLACE FLASHING BLOCK. (5) NSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH WASHER AND NUT. City of dge "Tuildiry Divisor CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT E USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER: JB -8024767 00 PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: CORREA, JOHN NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL ��� ;,,a.. COlar�l�, , MARKET: MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR CS6P-250PX 5630B W. 38TH AVE. LOT 11. 3.OKW DC ROOF MOUNT PV SYSTEM ••,,� J �/ ��� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE CO 80212 pROECTMANAGER: MOUNTING SYSTEM: 3055 Clearview Way San Mateo, CA 94402SOLARCITY THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM SHEET: REV: PATE PV 3 8/15/2014 EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 16-1232 S �Q -� STRUCTURAL VIEWS x:(650)638- 098 F(650) 638-1029 (888)-SOS-CITY(765-9489)wwwsolarcity.com PAYMENT TYPE:INVERTER: LEASE 1 P OWER -ONE AURORA PVI-3.0-OUTD GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) UFER AT PANEL E 400A MAIN SERVICE PANEL �E� Inv 1: DC Ungrounded INV 1 - (1)POWER-ONEer;jigbee RA PM z ovs6TD- S -US -Z -A LABEL: A - (12) CANADIAN SOLAR CS6P-250PX TYPE EC # 8041 WITH IRREVERSIBLE CRIMP 400A LPN -R FUSED MAIN DISCONNECT PV Module; 250W# 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled INV 2 Panel Number: Meter Number: Voc: 37.2 Vpmax: 30.1 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 3 ADJUST MIN. ACTIVATION VOLTAGES! SolorCity MILBANK CUTLER -HAMMER Inverter 1 PAR A 1 DOA/2P Meter Socket Disconnect 1 3 POWER -ONE 4 TAGEAURORA PVI-3.0-OUTD-S-US-Z-A �DC,_DNOTADJUSTMIN.ACTIVATIONV Strings) Of 6Or(E) LOADS B C zaav r — — — — — — — —— —1 — J �• e *_7 L2 DC+ 42� -- — 9NJ — — — — — — GND — — — — — — — — — — — — — — — — — — — N DC- 3 I 22P — — — — — — _EGC _ _ _ DC, DC- ODC+DO NOTADJUST MIN. ACTIVATION V TQL AGEN 1 String(s) Of 6 On MP 1Q(�IT��I,------------------GEC EGC J GND -----------—----------——— — — — — — — — — — — — — — — — u OOA 2P / I a (1 )Conduit Kit; 3/4" EMT n TO (E) I I DISTIBUTION II I PANEL I UNIT B I OOA/2P I I ' a I N TO E DISTIBUTION PANEL UNIT C i I OOA/2P i a N I ' I TO (E) I DISTIBUTION PANEL UNIT D I I I I I I I I — I EG GEC I o I I _ � I I I I 400A FUSED _ _ GEC' _ JUMPER (i) SolarCityy 4 STRING JUNCTION BOX AC 2x2 STRINGS, UNFUSED, GROUNDED DC DISCONNECT #8 I (1 )MILBer � U4801—XL-5T9 200 L-569 Meier Socket; p6-350, Ringless TO 120/240V BOND N EGC GEC TO E _ / () /18 / () U 7—IN —(3)MIIBANK Y K4977—INT SINGLE PHASE UFER OR (E) GEC IN Load—Side Tap Connector, 100A, /12 — 1/0 AWG UTILITY SERVICE PANEL NTH IRREVERSIBLE � (1 )CUTLER—HAMMER III DG221URB CRIMP PER ART. 250.64(C) Disconnect; 30A, 240Vac, Non—Fusible, NEMA 3R — (1)CUTLER—HAMMER ! DG03ONB Ground/Neutral Kit 30A, General Duty (DG) — ( 1) Wire 11efa1 Gad Cable; MC 10f3 wfG 75degC SIEMENSti Q220 PV BACKFEED BREAKER POI ( / Br 7 20A/2P. poses (1 )AWG X10, THWN-2, Black — ( 1) AWG /6, Solid Bare Copper GEC Or a (1) AWG x!10, THWN-2, Block Voc* = 181.46 VDC Isc = 8.87 ADC (2) AWG #10, PV WIRE, Black 3 0 (1)AWG #10, THWN-2, Red O (1) AWG #10, THWN-2, Red Vmp = 180.6 VDC Imp= 8.3 ADC O (1) AWG /10, Solid Bare Copper EGC Voc = 181.46 VDC Isc = 8.87 ADC Vmp = 180.6 VDC Imp= $.3 ADC (1 )AWG #10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp= 14.5 AAC �a Z� 1 — ( )AWG /10, THWN—$ Green EGC (1 ) Conduit Kit; 1" PVC, Sch, 40 EGC (1) AWG #10, THWN-2, GEGC Green (2) AWG 110, PV WIRE, Black O(1 ) AWG 110, Solid Bare Copper EGC Voc* = 181.46 VDC Isc = 8.87 ADC Vmp = 180.6 VDC Imp= 8.3 ADC LJ (1) Wire Metal Clod Cable; MC 10/3 w/G 75d c* = 181.46 VDC Isc = 8.87 ADC or ® (1 ) AWG #10, THWN-2, Black Vmp = 180.6 VDC Imp= 8.3 ADC — (1) AWG /10; THAM -2, Red —(l)AWG /10, THWN-2, Green EGC CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER: J B- 8 0 2 4 7 6 7 O O PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: CORREA, JOHN NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL • Ai.' MARKET: MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR CS6P-250Px 5630B W. 38TH AVE. LOT 11. 3.OKW DC ROOF MOUNT PV SYSTEM �;;COlar�l+" �-+ 1. r PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH WH E A TR D G E CO 80 212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 5(49 -R16-1232 PAGE NAME: THREE LINE DIAGRAM : REV: DATE: rPV4 8/15/2014 T:(650)638-1028 F(650)638-1029 (888)-SOL-CrTY (765-2489) www. so PAYMENT TYPE: INVERTER: (1) POWER -ONE AURORA PVI-3.0-OUTD LEASE # _ty.com 1. Conductor Sizing per Art 690.8(BL1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per 110.14(C). 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(B)(1) a. Round up to next size per Art 240.4(B) ------------------------------------------- 3. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All branch terminations are rated at 75' C min- -- ------------------------------------- 4. OCP Sizing a. Round up to next size per Art 240.4(8) ------------------------------------------ 5. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75' C. ------------------------------------------- 6. OCP Sizing a. Round up to next size per Art 240.4(B) 7. 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 inverter output terminations are rated at 75' C min. ELECTRICAL CALCULATIONS Module: 12 Canadian Solar CS6P-250PX-BF 227.6 Inv Power VVPTC �� SolarCity. Voltage Drop Calculations Version 5_8.0 Vdrop =(Imp) 2 " Len th Resistance / (Vmp) I Imp (A) Max. Length (ft) Wire String: 1 8.3 15 AWG -10 at Max Ave Hi:89 Vdrop = 8.3 30 * 0.001240hms / 161.90016 0.19 Branch: 1 8.3 60 1 AWG 10 at Max Ave Hi:89 Vdrop = (8.3 * 120 * 0.001240hms) / 161.90016 0.76 Total volts e drop in DC conductors = 0.95 Inverter: 8.3 35 AWG -10 at 240V Vdrop = ( 8.3 * 70 * 0.0012 Ohms) 240 V 0.2905 Connbined:FT_____J 0 1 AWG 10 at 240V deg F deg F Inverter 1: 1 Power -One PVI -3.0-S AFCI 0.96 3300 2621.95 1z CANADIAN SOLAR CS6P-250Px Module: ►�� Inverter 2: WHEATRIDGE, CO 80212 Module: PROJECT MANAGER: MOUNTING SYSTEM: Inverter 3: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS Module: Inverter 4:1 1 1 1 1 PACE NAME: S(49--71-4�-R16-1232 ELECTRICAL CALCULATIONS Total: 12 Modules Total Inv Pwr: 3300 2621.95 PTC Photovoltaic Module Electrical Specifications: INVERTER:T:(650) (1) POWER -ONE # AURORA PVI-3.0-OUTD Total STC:I 3000 Vdrop = (0 * 0 0.0012 Ohms) / 240 V 0 Voc: 37.2 V deg F deg C Vmp: 30.1 V Record Low Temp: -22 30 Total voltage drop in AC conductors = 0.29 Isc: 8.87 A Max Average Hi Temp -I 89 32 Total voltage drop in AC and DC conductors = 1.24 Imp: 8.3 A Record Hi Temp: 1 95 135 Tvoc: 0.12648 V/deg C Tisc: 5.85 mA/deg C String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf Tvoc data Branch Circuit Type A 1 way wire length: 60 Power -One PVI -3.0-5 AFCI Voc Correction Factor: 6 Canadian Solar CS6P- SOPX-BF Inverter Min Vdc Input: Min Vmp at Max Temp: Voc= 223.2 Max Voc at Min Temp: Vmp= 180.6 Inverter Max Vdc Input: Isc= 8.87 Max String Size: Imp= 8.3 (cont= 11.09 Art 690.8(A)(1) 1 -way wire length. 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 Icont= 11.09 A 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 Icont= 11.09 A Art690.8(A)(1) 120 161.9 181.46 600 19 15 1.a Conductor: AWG -10 PV Wire 2.a Conductor 1: AWG 10 PV Wire Conductor 2: 1AWG1n PV Wire Icont * 1.25 = (Amps) 13.86 Conductor 1 conductor z 30 deg C ampacity = 40 Icont * 1.25 = (Amps) 30 deg C ampacity = 13.86 13.86 401 40 1.1b Icont= (Amps) 11.09 40 2.b Icont= (Amps) 11.09 11.09 Start ampacity Temperature derate (%=F) 0.76 Start ampacity 40 40 1 0.76 0.76 Conduit fill derate (%_#) Temperature derate (%=F) 30.4 0.8 0.8 Derated ampacity Conduit fill derate (%_#) Derated ampacity 1.c 24.32 24.32 Icont * 1.25 = (Amps) 13.86 2.c Term 1 Term 2 Ampacity 40 Temp table 75degC 75degC Icont*1.25= (Amps) Ampacity 13.86 13.86 35 35 1.d Icont * 1.25 = (Amps)13.86 OCP Size = 15 Inverter Type A Output 1 way wire length: 20 ft Art 690.8(A)(1) 2.d OCP Size = 15 1 15 Power -One PVI -3.0-S AFCI Combined Inverter Output Service Voltage= Total Inverter Power= 1 way wire length= 0 Icont = 14.5 A 3.a Icont * 1.25 = (Amps) 18.12 Art 690.8(B)(1) 20 OCP Size = Art 240.6(A) Icont = # of inverters*max inverter Icont = (Amps) current Art 690.8(A)(1) 3.b Conductor: 1 AWG -10 Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 18.12 40 90 deg C: Table 310.16 4.a Icont*1.25 = (Amps) OCP size = 18.12 Art 690.8(B)(1) Art 240.6(A) 20 3.c Icont = (Amps) Start ampacity Temperature derate (%=F) 14.5 4.b Conductor: AWG -10 Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 18.12 40 40 0.91 1 4.c Icont = (Amps) 14.5 Conduit fill derate (%_#) Derated ampacity 36.4 Start ampacity Temperature derate (%=F) Conduit fill derate (%_#) Derated ampacity 40 3.d Icont * 1.25 = (Amps) Ampacity 18.12 35 0.91 1 36.4 4.d Icont * 1.25 = (Amps) 18.12 Ampacity 1 35 City o f Wheat Ridge CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER:JB-8024767 00 PREMISE OWNER: AHJ: wheat Ridge DESCRIPTION: CORREA JOHN NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL �� SolarCity. MARKET: MODULES: WH NOR SHALL IT BE DISCLOSED IN OLE OR IN N. HOMES 1z CANADIAN SOLAR CS6P-250Px 5630B W. 38TH AVE. LOT 11. 3.OKW DC ROOF MOUNT PV SYSTEM ►�� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: 3055 Clearview way San Mateo, CA 944oz THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM SHEET: REV. DATE: PV 5 8/15/2014 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PACE NAME: S(49--71-4�-R16-1232 ELECTRICAL CALCULATIONS 638-1028 F:(650) 638-1029 (888)-SOL-CrrY(765-2489)www.solarity.com PAYMENT TYPE: LEASE INVERTER:T:(650) (1) POWER -ONE # AURORA PVI-3.0-OUTD PHOTOVOLTAIC SYSTEM �7 ��r'et7fllM'i3 gu7� a +3= _ v,oj IIV,- 01 I� A•a11�16' �!D'1_ d tom`. i Label Location: (C) Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: EC 690.53 Label Location: (AC) (A (POI) I)Cr Code: EC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location: (AC) (POI) Per Code - NEC 17(4 CitY ,nheat Ridge ,{ding D Label Location: O I ) t,= er Code: NEC 690.64.B.4 PHOTOVO AIC SYST CONVICTED Label Location: Iii'` (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN L L INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �,�",j 3055 Cleaview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �� San Mateo, CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO XCEL Label Set �.+, T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� So1aI�� (888)SOL-CTTY(765-2489) wwwsolarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ♦� 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. 11111 111 111 1 IN IN Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District P. 303-403-5915 III Il� III 11 III IU. 4 A From: Ed Stayer [mailto:estayer@newtownbuilders.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 IN= I I F I I I I! I I III I Permit#:201400118 Issued: 12/23/2014 Stipulations: New 1166 sf, 3 story Townhome. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may • occupied. All other licensing requirements for the City must be met. Owner: NT PERRINS LLC 5271 S YAMPA ST CENTENNIAL • 80015-2327 Contractor: Gene Myers/Dan Connerly 1553 PLATTE ST DENVER CO 80202 For the Following Purpose: Single Family - Nem Code Editions NO change shall be made in the USE of 2012 ICC/2014 NEC this building without prior notice 2006 IC /201.1 NEC and a new Certificate Of Occupancy 2006 ICC/2005 NEC from the City of Wheat Ridge. Other City j scrc�wlLetter of Credit ge � e atl Transmittal Sheet The above amount is to be held in escrow for: Street Improvements under Public Works s : installation driveway access to street in City right-of-way Ether: Escrow expires ,tune 1, 201 Iq Name Date A City of he-at Ikjd C W' IN COMMUNI DEVELOPMENT Landscaping Escrow,AgMement nine un Fen twelve UoffWr eia oy Inel-ity of WiTUMPRioge landscaping around the building is competed at 9 IMMOUN= In the event that landscaping is not installed by June 1, 2015, the City of Wheat Rid or its designee shall have the right to enter upon said propel ty to construct and/or inst 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 t property owner of its intent to do so. I General Contractor NT PERRINS 1. C 1553 Platte Street., Suite 100, Denver Q 8Q202 17,')0-375 - 16 Business Address / Phone 12/17/14 Date Comniun onstruction M Title LOOMM"IM. 3,-.;r# By: Title:- 12116114 Landscape Escrow 151-1610 Refundable Deposits 11,91250 X0 11,912,50 Check 0001279 Total 11,912.50 11,912,50 FOR OFFICE USE ONLY City of Date: �t���WheatR dge, COMMUNITY DEVELOPMENT Plawpemif# 5630B W 38th Ave pr i n t) : John Correa #$": 303-216-1232 Address: Same as Above Ci!y, State, Zip: 00 0** SolarCity 004���� 110035 919-622-3772 @solarcityxom Sub ContrattoW. Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # - - ----------- Complete all information on BOTH sides of this form Installation of a grid-tied PV system, flush mounted to roof. 3�O KW Sq. FULF Stu's Gallons Amps Squares Other p« 1$ 2014 Project/Job # 8024767 Design Criteria: I " le u I 08.18.2014 Page * 2 S olarCity. ,iovi,5 Clew %a ew Way, , n lvlattw, CA 94402 (SAIMOXX-CITY � 76,1, � ,24891 I Lot 11 Community - Job # 8024767 ME Latitude: 39.769IS3, Longitude: -105.05MI, Exposure NA 08.18.201 & SleekMoun T Version 1 7,0 ' PV S ' q solarCity . Structural Design Software 061f1t cCtcl CO 1t {7 Standinq Sears S SM Seam On NA � ?� tit �Utu��11�e� ((�� ��** a I � « •. '« * miscella — ,oading General ------------ — I �Sl Summary Deflection li (toc) Allowed WC 1 0,11 , MI (1. 'Alft 11-1 0.77 v, l" U U lAO ol_ YO I law 8C 0,93 l w') W" U, 032 to 1 '1999 U L f 240 M Il %2 (6 �1� Hforz TL OA9 0, W Cm*j, Fxm Y"— S .5 Reaction Summary NUX Rexx Nux C°tra" ha to. W-d I yna K"." , I ISI %y has to ii Roll (wo) 1 3.5 'n 'Shvi 2,7 in 2.,740310:.x. 11 Bracing Summary . ......... . .. .... ........ ........... . .. -- ----- SPF 2WO"H8, 2 6 . .... . ..... 5-3-2 . . ........... ... 10-2-12 152.6 20-2-0 l042 W WWLS I x 4 26-11-4 34-0-0 2`17 Spr 1650IL5 2 . 4 14 SPY l(,aOA,5 2 . 4 641 SPF 92 2 , 4 940 SPF 92 2 . 4 slida SPI 2400,7,0 2 x 4 Loads Summary 1.5X3 1 9 2) ma's h* bm dmpw krd'COWv ofa now Comd (Ps -" 30 psA for W k� psdplb m "onlmkv o4IbA",,CV, , 05 Cqn M W1101, -fth the A)MI-ing Uler &t"Winput ?Opfp nand ynowkmlft N(M. Alt haW rpmoAmd khVpKuwd 'no. lom hm bmuat fi),"hemofqow law (N -1`10, TXX" I 9 12 4Zx5t 5) In r ,Admc, wrtth TfW TMAv 160'7,1, nimmum ItClXX do W 41PlY. Load C.Lie D 1: Std Dead Load 2.5 Moibuted lxha& .. ... . . ... . ... .... Tnb Width Inp Chd 0-810 3x6 I 5X5 ..... .......... 4 ,955 ffn 8-9 0157 97 fl, , 14,5 11.2 tt 902 4,W)9 h,, $4, W .5360 lb, 1949 0,035 -21 the 6 3 "5X4 r 3 0 ....... . . 3x9 1 4 -'—: ............. . U4 t is ..... X B'12 18 4,5x6 - .... -J 17 16 15 14 13 3.5X&IO- 3X4 6x14 I.fwA t 12SX31 0-0-0 2-0-0 2.0-0 5-3-2 . ....... . . . ........... . ....... ..... .... . ..... .... . .. . . 6A 7(242 ...... . . .. . ..... 1 5 ,2-6 20-2-0 26-11-4 34-0-0 — ,oading General ------------ — I �Sl Summary Deflection li (toc) Allowed WC 1 0,11 , MI (1. 'Alft 11-1 0.77 v, l" U U lAO ol_ YO I law 8C 0,93 l w') W" U, 032 to 1 '1999 U L f 240 M Il %2 (6 �1� Hforz TL OA9 0, W Cm*j, Fxm Y"— S .5 Reaction Summary NUX Rexx Nux C°tra" ha to. W-d I yna K"." , I ISI %y has to ii Roll (wo) 1 3.5 'n 'Shvi 2,7 in 2.,740310:.x. Material Summary Bracing Summary TC SPF 200 2 x 4 mo U PC 8,xiar, Vuzhai orP.4ovol 24-0, Pudw daip, hy(Xhoo. SPF 2WO"H8, 2 6 80' SPY 2400C.0 2 x 4 vw"Vc RC SmIng, SMON4 or Ndinr M 1044, Puff chip, by 0010%, l042 W WWLS I x 4 N%tb, SPF %,,d 2 a 4 ."Tt 2`17 Spr 1650IL5 2 . 4 14 SPY l(,aOA,5 2 . 4 641 SPF 92 2 , 4 940 SPF 92 2 . 4 slida SPI 2400,7,0 2 x 4 Loads Summary 2) ma's h* bm dmpw krd'COWv ofa now Comd (Ps -" 30 psA for W k� psdplb m "onlmkv o4IbA",,CV, , 05 Cqn M W1101, -fth the A)MI-ing Uler &t"Winput ?Opfp nand ynowkmlft N(M. Alt haW rpmoAmd khVpKuwd 'no. lom hm bmuat fi),"hemofqow law (N -1`10, TXX" I 2)Tbo,vU5I hal AM 9'rOwdUNIS ofunt'silmkUt *now Wad, 5) In r ,Admc, wrtth TfW TMAv 160'7,1, nimmum ItClXX do W 41PlY. Load C.Lie D 1: Std Dead Load Moibuted lxha& NI,otom (.d awu Tnb Width Inp Chd 0-810 Member Forces Summary 'roon, .,boon , �,rj—ID, n., ('Sk um mill fi,no oum roqr kmvWdidilao fiuu m,^W knx') U 1 $4 0,043 0 In, 4 ,955 ffn 8-9 0157 97 fl, , 14,5 11.2 tt 902 4,W)9 h,, $4, W .5360 lb, 1949 0,035 -21 the 11s to 49A 11 -12 0 " 6X0 4,W7 lbi A, In O 4,632 In,, 4, 260 I#n lb , 2 0'99 l,2CAh 91W 0,412 • "56 th, 4,:4 0,553 -849 ff" U-0 0,6 8 541 5.2 (061 08 Fh, 164 1 0,X22 2,R72 W, ffm Mo�n lh�, tw, ha, N., ohom wqm6o., 14 p1ton— Ioth Co.wlkAh,,d por T[7 I -VIOVA3,4,hat3 N toot, Cy - 1 .05E 2 At I m" ha" I'Moral F.VaRmOlovIR. OR, and diago.ay bmug sw D-WEMNNTORCE, NOTTE A yopy be f4.,Mw51 to Owmx0on rrutuxio, no, d,,igFofth6 md'Q.4 m-, 6 b*W no, d"ipi aitffla X mpn-oaa, inpphl by IhOwiy Nlaufixuft, md 'Ok" Stt1 psoly 1 otroiig , I'ieC(m)pany Y All coorw lo, plzo shwk bC mn"faumd ky sinpotk A am 20 pwrw, untom the pMiIyW Platt yt. . Wlo"$ bya'49 %hKh indiasesm 19 WNW, ptale a: "C4 18', r1loct wdkArn AhO t(MrOM ISOWWOXV, ABBREVIATIONS ELECTRICAL TES INDEX LICE '�� �;h �°,c�)ipIy ���t1 the AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTINsle) PV1 CODER SHEET it ee AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 PV3 SITE PLAN STRUCTURAL VIEWS I ACC 0 NEC, BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART, 691;}, PV THREE LINE DIAGRAM TYPE EC 8041 CONC C CONCRETE 2. EACH UNGROUNDED CONDUCTOR OF OF THE PV ELECTRICAL CALCULATIONS D COMBINER BOX DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED UTSHETS ATTACHED DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART, 210,5. EGC EQUIPMENT GROUNDING CONDUCTOR 1 A NATIONALLY -- RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT I EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. G SOLAR GUARD METER 4, CIRCUITS OVER 2 50V TO GROUND SHALL COMPLY WITH ART. 250.97, 250,9(B) JURISDI GALV GEC GALVANIZED GROUNDING ELECTRODE CONDUCTOR 5, DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENEML 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 IC 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 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. 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 eat Ridge B uild NEC NATIONAL ELECTRIC CODE UL LISTED LAY —IN LUGS LISTED FOR THE BUILDING CODE. Appr NIC NOT IN CONTRACT PURPOSE, POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACKED 2011 NATIONAL ELECTRIC CODE. OC P ON CENTER PANEL BOARD 9, RAIL. MODULE FRAMES, RAIL, AND POSTS SHALL BE E MIA V_ — DATE PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS . T IssH n n fs rT � vfs' a s PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL, O ra n l Of, any vbbdm t PVC POLYVINYL CHLORIDE 10« THE DC GROUNDING ELECTRODE CONDUCTOR VIC I NITY Of provisions ft building prof rr S SUBPANEL SMALL BE SIZED ACCORDING TO ART, sum n to give authority to vii late or cancel the p SCH SCHEDULE 250.166(B) 690.47, t MIF ora aces of th SS STAINLESS STEEL "u SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS SWH SOLAR WATER HEATERu VIrlrrt xn. �� , TYP TYPICAL llrrettr Ittt e AP LION UNLESS OTHERWISE NOTED u UPS UNINTERRUPTIBLE POWER SUPPLY y .t sopef 8 enver I r� � a ec o Field Inspection VOLT Stapleton «., i L egen da r y VTTIp VOLTAGE AT MAX POWER VOLTAGE AT OPEN CIRCUIT bat B°Qo Jai I" 1dgt1 .�'III� I g [Dept. Voc W WATT EI..mn 3R NEMA 3R, RAINTIGHT Nlar"8,, t trt §3 King JV BI Ct t[)ENTIAL THE OF ONAPON HEREIN CWTA SHALL NOT SM FOR THE D !OE -- X24767 0 � o *Q Wheat Ridge CORREA, JOHN NEW TOWN BUILDERS PBRRINS ROW CC \y �� i NIRAJ NISCHAL ;���¢ NM SHALL IT BE CLOS D MOLE OR N. HOMES 12 CANADIAN SOLAR CS6P -250PX 5630B W. 38TH AVE. LOT 11 3-O KW ROOF MOUNT V SYSTEM ' INS PART TO II ata THE rs ZATItIN, EXCEP IN C 4MITH cTM Tom. W ATRIDG CO 80212 r 3ts55C2ea pox Mateo, CA THE SALE ANO USE OF THE RESPE SOLAR E01APMEN WTHCIUT THE WTTEN PEFUSSM OF TY IN CI MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 1 PACE N —1 ` 94402 DATE: T:(650) 638 -1028 F:(650) 638.1029 PV 1 6/15/2014 t 8>- Sal.- CrTY(765 -2489) www.sotamlty.com Parted 1 LEASE (1) PC} R--ONE --OUTD AURORA PVI- 3.0 5 -?Q— COVER SHE —'A4QlelOS'— (68 AID-10S-(999) 1 6ZOT-8E9 (OS9)4 RZOI-SE9 (OS01 zov% V3 loalvW ueS AeM ma�—o Ssot S138VI ONIN8VM V 83IN30 OVOI ONIN80 2 ? 13NVd NOLLnewisiir MEM�� �.: NVId 3115 Z ' Zt_q[ -(t6tSGlnO-0'2-(Ad WN myd VUiS�,S Ad Mori jood oa mAn I L 101 '3AV HIK 'M ON99 V8O,*\ MOd SN1883d S83ai11 e NMOO M3N NH Or ' 3d 1 —2- v8o8nv # AO-83MOd"O 3SY31 :uu ilmy A31SAS MOM 331S ),1138VIOS S00188 M3HIIVVi XdOSZ # 6�� SYCH 'N 'aw i nn / q/ -�7np—qr ... ..... ... ...... 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QND it � - ��`�,.- _ - ._- »- _- ,...,. -- ,.......E -_- -_.- -- .»d.., ... .,..- -_,__- dW 9303 Es�5W4S T ! -30 3VII A NOLLVAULDV °NlW,NSnfftl+.Lt?N dt/ G"' I N z� w �, �...®. ,�....... ,...�.� ... ,� ,_.....,. ,..0 J6/Mtd i A3) y� (� {* (�0 & {0 gry �+ gyp v5 A ryas avnra !sa F aSf rav coy oe 3NO - 83M Od C ; uuaasr{� dot i W dZ /VO D1 Voltage Drop Calculatiofts Version 58,0 # , Flt I`•` Y i � r • �I � R,, Il AI1119�1 II" I T Voc Correction Factor:, Inverter Min V Input: x • i " lcont ° 125 = (Amps) 30 d eg C a 11.09 :: Im A Max. Length ft Wire Stang: t83 i5 AWG-10 at Max Ave Hi: 89 deg F Vdrop = hrns 1 161.90016 0,19 Sranch: �60 10 1 at Max Ave is 89 deg F Vdrop = hms) 1 161.90016 0.76 Totai volta e dro in D nductors = 0.95 Inverter. 8.3 35 AWG-10 at 24t7V Vdrop = Ohms 1 240 V 0,2905 Co'm to d Q 0 A4VG_i0 at 240V Vdrop = 0 1 Ohms) ,f 240 V 0 Total voltage drop in AC conductor Total voltage drop in AC and DC conductors i 0.76 1 30,4 13.86 40 0.92 2.c Temp table {cone *1.26= (Amps) pactty 13.86 36x4 4,d )cent ` 125 = (Amps) 15 Total Inv r: Total STC: Record Low Temp; Max Average Hi Temp; Record Hi Temp`: 2621.95 PTC deg C 30 3 35 3300 30(70 deg F - 22 89 9 T Voc Correction Factor:, Inverter Min V Input: x • i " lcont ° 125 = (Amps) 30 d eg C a 11.09 :: °T0 i 0.76 1 401 " lcont ° 125 = (Amps) 30 d eg C a 11.09 :: °T0 2.b icont« ( Start ampacity Temperature derate Conduit fill derate Derated ampacity 0.76 1 30,4 13.86 40 0.92 2.c Temp table {cone *1.26= (Amps) pactty 13.86 36x4 4,d )cent ` 125 = (Amps) 15 I way wire fenqth� ==20 it A rt " Inv # ut Com xl Total Inverter Power-- • (b :: { r 1 � I# 141 {1 I I li Table � p l9 I!EI III !11 VN-2 at kk # P IIIIIYIIMI/!Mlf c N A • i A.. P 'V Wire PV Wire k « i " " #.: 1 8.22 :: • 1 M'+ I C 40 6.4 0.92 , 12 35 1 36x4 4,d )cent ` 125 = (Amps) 1 18,12 I way wire length= inverter current Art ♦0 III p I 6 90 , 8 (B)(1) Art 240 . 6 (A) go 1 � t a• � �# 4 n Voc fsc� Tvoc: " " #.: 1 8.22 :: • 1 M'+ MIS 40 6.4 0.92 , 12 35 1 3,d ETEiF�i SOt*i lYl7T® 40 {writ " 1.25 = (Amps) 30 deg C ampa = 1 8.22 40 91 4.c lcont = (Amps) Start ampacity Temperature derate ( %=F) Conduit fill derate ( ° /a =} Cerated ampacity 14,5 1 40 6.4 0.92 , 12 35 1 36x4 4,d )cent ` 125 = (Amps) 1 18,12 1.* • `169 03N WOO .red 00d) (O V) NOG' rr • - s �� x ..,. r!. 03 IEW N AV IN .. * 3 1 A IV..L' 1 I�tU.1OHd • , 1S ` ....'4{ 2101 60NO 31.1. (cdc. A A) VI 100 INIOd ° d d 1i1~1v m . s _ ,jW (dWj).LN388npJ.NlOd - tSMOd vi1"1v Ui • �" N O G a'.. i VIOOOd OG The SolarCity leek fount hardware solution is optimized to achieve superior strength and aesthetics while minirnizing roof disruption and labor, 'the efirnination of visible raii ends and mounting clamps, combined with the addition of array trim and a lower profile ail contribute to a more visually app Being system. SleekMount utilizes Zep Compatible TM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively efirninating the need for rail and reducing the number of standoffs required. M addition, composition shingles are not required to be cut for this system, allowing for minimai roof disturbance. * Utilizes Zen Solar hardware and UL. 1703 iisted Zep CornpatiNel" rnodWes * interlock and grounding devices m system UL listed to UL 2703 * InteOock arid GrOUnd Zen ET L bsted to UL 1703 as "Grounding and Bondwrg Systern" * Ground Zep UL and ETL ksted to t31_ 467 as grounding device * Painted qaIvanized waterproof flashing * Anodized components for corrosion msistance * App icable for vent spanning functions j IS, M DH Not Hve of Proper Diameter for Fastener Size Per NDS Section 1, 1.3,2 f, 'i sea wot raoie wrth roofing sealant owert Cornp Mount flashing under ijppe. `aver of shingie Pi ace Cornis Mount centered Upon flashing instaii lag, pursuant to NDS Section 11.1 3 with coaling washer AR 1 --cure Leveiin Foot to the Conin Mount using r Screw Piece rnodu'le O�y "'I'SolarCI January 2013 N l O�y "'I'SolarCI January 2013 N -,.S wecsBUnJ ZG *1u8,kAOAO 4 c 0, nob' i (""x qz S C VIV) ,,,W/MOOZ 01,LUIMOOO t jo aouv!peu ue woij Aamoyp ainpow %q'q6+'jUGWU0J!AU9 uogeipoijr mol le eaueLuioped fluapeal �Ujsnpu; nffwm+1; *-. �*�. 90 01 S1 "dpZ 40d WWOOM (1M ---- --------- — ----- — wnmwnje povpouV Sseg3 PolkidweL WWZ,'f (OL x 9) 09 sjeqsng C jo Z,'ujwgg 2 x qq 4 au!11 V96'9 Will M K —r11"'L1 A 1 0 - 709 9 Wil 9 E VU 9: ZZ'9 Ag R' AS'LZ WL A W ZW asl"x M, mu 011 SSZ d09Z-d9S X *Z a"Oeed.01 ma� PAR nvwmpads "Wjm000gpcuv�p M94 - 0 ---------- V00 6 2 vie R WL 9 V69 "'Ve A I 1v ATit A6 '9C A� L� AZI VET 9 voc 9 i vi V? i VCO V061 A0 OC s ajn4ejsdwaL S?�, d! 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W#,L poo done'e4o iew�ON MPun ajino6wicuadowni 0 WjT6K'G'rBi�adownwildo JOmOdwnw!X8VVMWwON quouipwo pal pmPuels eapun ........... ... gouejapi 10mod W8 asnA Sauss ugnw!xev4 01M mam SE)S 29 ,% juelsisal Isitu Iles pajapajoov . aouewjojiadwalsAsOAojdtusolBu�uutqlu,gjjno . spajap jonpoid 0 1euILW1 0 0 1 BuM90JDS 13 - uogonpoidaInpow w sjumd j0jjU00 Apienb q£:Z . zmm�E- Aluejjem Indlno jamod jeauli jeaA 9Z d�4suewNjom pue slepajew uo Aluejjem jonpoid jeaA ol, EffM Ski }dam ......... ..... . .. .... tot eleG le*14 jeloSueipeue:) j 00411, aouejsssaj 4a4l pue6uipunoib olne'aouejeadde ss9�weasat1eLjjsae'sjsoo walsAs jewuw10 anj8A pappe aqj siewoIsna siapo'swalsAs 6utlunow;o sadAl aldtlIntu jol pauBisap appow uollejauaB jxau 9 41' 0 43mON ainpoW jujoS U 4XGN 'MMIUMMIMMMITUMM111M sized family home, This family of single-phase string inverter comolements the tvoical number of rooftort solar oarrels. allosivinct conditions, RIM e5aecidsly 115,70 For fovifop, RM3011751 power tracking and improved energy harvesting. low power installations with reduced string size, V K) for bath MPPT in Palatial A 20 32 32 32 perCharmel A F`VfAr58 caettr, PM (opt ) 70 ) 6 16 to neent Lower per Channel A 2,5 20,0 20D 20,0 extranais Per Channel Amberrit Air Operating Temperature Rarige, I ("Q 2 pairs I to 140 � 25 to 4 60) WWI dmbngabave M OtS Ambient Ali Stet ageTrimmerature Range I F I I II Q TefmiruR Wock Pftseum Oamp, AM GIO-MVIG4 Reudewo Humidify % fW MIM scaht M2W 10/M spht , 012W I &2W Creh, I & Ne OM "Oft- 1011w db(A:Olrh aoa OBW 013W 0/32 013W iihmn•limax) V 183228 21�-264 244304 10 211 244104 M 211264 24+4304. 211264 ,44304 HZ W NEIVA 0 V Range He 57-60.5 Dimensions Of x W x IN M. K5 14,5 110 17.2 1&0 166 16,0 16,0 16.0 20-C 20,10 MO ib �kg� 47.3 1,23:3' > 0 4o in =kq3 User 16chawtetsx 21omaICV, display Remote Monitoring 11 xRS4$5 inctl AURORA lOPf: Wired tar i A3anhurMy MRS485irt,14 F`VfAr58 caettr, PM (opt ) Wholes$ Local Monitoring M-DESK% OP (opt� with P)AAACOCIMODULE (opt) FAVOOMMM" Amberrit Air Operating Temperature Rarige, I ("Q I to 140 � 25 to 4 60) WWI dmbngabave M OtS Ambient Ali Stet ageTrimmerature Range I F I I II Q 46 tO 116 h40 W 480) Reudewo Humidify % fW G-MG Condensing Acoustic Notice Emission Love db(A:Olrh aoa Maximum Openifing Attitude Without Derating Wmi 6560 MOM Mocirmong spiraticartfints NEIVA 0 Gaoling NatufM corrvecuor Dimensions Of x W x IN 33B X r 210.7 t859 - 325 X 222,1 Weight ib �kg� 47.3 1,23:3' Shipping Weight in =kq3 60 {i7,0} Mounting System VV bracket Trade 'ke XOs: ilea x 1121 and (2,a x I ' V4, 3 places side, Conduit Connections, Set, �2, taugged 3/4'ape-nings, tZ Concentric EKOS 3/4' I' Back'�4� Comreetric Otte 3X V DC Switch Ratmip(Per Contact) AN 25 / 60D Safety Ismation LOV44 iFioatmq Array? Safety and EMC Standout Ut 174 1, 1 .,SA - C221 N_ 101, 101, UI 1 948 UO 699lo FCC Palt 15 Oes$ 8 Salary Approval ICSAII StandardliVarranty ylvly 10 Extended Warranty years 15&20 AVAR" Modou lard Without DC Switch and VNIng Box M 3,0,IATD- PW3.6 OU US PWI-3,803TD-Us M-41-OVID-U5 Standard - With DC switch and WWmi box PIA-3.0-Ou5Y7 S US M 16-Ou"DIS�V5 Pot 3s-OUTD S-US M-41-OU With DC Switch, Wiring box and Arc Fault Deterhor PV!- 3,0r -OVTD-C US-A PVi S-US A M-18-00"D 5 -US -ax PV5 4.2- OU TD S-US-A and interrupter AF data e 'r bod k. chew 'Tec"r "'ekc, IMMIM IMOOMM Capwb,fty ab*� at I—ei AC � bqe and w4h Wffideht DC PaWt alOat" AOIL 3MV. =1 M lwhelt eqWpped wtb OotOola� IK tram a'd Mrdrq S. ■ Complete all information on f3CfTH sides of this farm Building vi le I CONSULTING LLC (� Re: N DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 MiTek 20/20 7.3 The truss drawing(s) referenced below have been prepared by DO Consulting, LLC under my direct supervision based on the parameters provided by ProBuild South (Longmont). Pages or sheets covered by this seal: 17009761 thru 17009765 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 NDS engineering equations for the design of structures using lumber, and (d) referenced in the latest edition of ANSIfrPI 1, Section 6.3. L 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. Job Truss Trus Type mY py (loc) Udeft Ud NT_1119 D1 Mon T pach russ 3 1 17009761 Pro ui10 Joe u h 16-17 >383 240 MT20 197/144 TCDL 10.0 b r.,seu s sep zr zu 1 z stn 1 eK htaustries, mc. Thu Jul 16 09:33:39 2013 Paps 1 10: VtOnwg3wX3YOvC G WTU9nN lzDyXN -jvRLfCBMaBcmOmhrw8VlcwOhm BwzMS9 ?HgE K50ywtOw 11- 2 -0.1 ) 3$10 7 -1 -12 ) 10.8-14 I 140.0 i 18 -8.13 ) 23-1 11 I 28- 0.0 29.3-0 1 11 -0 2 -0.1 1 -8-9 3 -52 3S2 3 -52 4- 6.13 4.8-13 4 -10.5 2.50 12 1 i Scale - 1:50.2 30 II LOADING (pso SPACING 2-0.0 CS1 DEFL in (loc) Udeft Ud PLATES GRIP TCLL 47.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.87 16-17 >383 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -1.43 16-17 >233 180 MT20H 148/108 BCLL 0.0 Rep Stress Ina Yes WB 0.77 Horz(TL) 0.55 13 n1a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix -M) Weight: 149 1b FT = 0% LUMBER BRACING TOP CHORD 26 SPF 210OF 1.8E 'Except' TOP CHORD Structural wood sheathing directly applied or 2 -0.7 oc punins, except end verticals. 1 -3: 2x4 SPF No.2, 3.8: 2x4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 74 -1 oc bracing. BOT CHORD 2x6 SPF 210OF 1.8E WEBS 1 Row at micipt 7 -15, 9 -14, 10.13 WEBS 2x4 SPF No.2 REACTIONS (lb/size) 13= 2017/05 -8 (min. 0-2-8),20- (min. 0.2 -7) Max Horz 20= 370(LC 6) Max Uplift 13=- 440(LC 5). 20=- 423(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= 394/87, 34 =- 6129/1221, 4.5=- 8343/1680, 58=- 8899/1788, 6.7 =- 8175 7- 8=- 3854/760, 8.9=- 3820!767, 9.10 =- 1650/347, 11 -13=- 407/212, 2 -20 =- 449/184 BOT CHORD 1020 =- 1023/3627, 18- 19=- 1360/5996, 17.18 =- 1727/8193, 16- 17=- 1805/8782, 1516 =- 1620/8037, 14-15- WEBS 3-19 =- 48112523, 419 = 1098/272, 4 - 1 8=- 4 31/2203,5-18- - -588/168,5-17= 79/595.6-16=-748/196, 7.16 =- 483 / 2618. 7- 15= 4676/9(12, 9-15- 10.13 =- 2371/504, 3-20 =- 3783/766 NOTES 1) Wind: ASCE 7 -05; 105mph (3 -second gust), TCDL -6.0psf; BCDL= 6.Opsf; h =25ft; 8=45ft, L =28ft; eave =4ft; Cat. 11; Exp C; enclosed; MWFRS (all heights) and C -C Exterior(2) -011 -0 to 1- 11 -15, Intenor(1) 1 -11 -15 to 29-30 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) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 13, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at Ills) 13 and 20 This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502. 11.1 and R802. 10.2 and referenced standard ANSI/TP1 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 r• 9 0,E : ♦ ♦� ��``�. � F 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. sbclndustrv.com. A CONSULTING LLC 2 13 1.75 F14 06 2.50 12 0 �1 Scale = 1:50.2 3x4 11 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 47.0 Plates Increase 1 15 TC 0.65 Vert(LL) -0.87 16-17 >383 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 058 Vert(TL) -1.43 16-17 >233 180 MT20H 148/108 BCLL 0.0 Rep Stress Incr Yes WB 0.77 Horz(TL) 0.55 13 n/a n/a BCDL 10.0 Code IRC20091TP12007 (Matrix -M) Weight. 181 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 210OF 1.8E 'Except' TOP CHORD Structural wood sheathing directly applied or 2 -0 -7 oc puffins, except end verticals 1 -3'. 2x4 SPF No.2, 38: 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7 -4 -1 oc bracing. BOT CHORD 2x6 SPF 210OF 1.8E WEBS 1 Row at midpt 7 -15, 9 -14, 10-13 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS (lb /size) 13= 2017/0.5 -8 (min. 0 -2 -8), 20= 1976/0 -5-8 (min. 0.2 -7) Max Horz 20= 370(LC 6) Max Uplift 13=- 440(LC 5), 20=- 423(LC 5) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=- 394187, 3- 4=- 6129/1221, 4 -5=- 834311680, 5-6=- 88990788, 6-7 =- 817511632, 7- 8=- 3854!760, 8 -9=- 38207767, 9- 10=- 1650/347, 11 -13=- 407/212, 2- 20=- 4491184 BOT CHORD 19.20 =- 102313627, 18- 19=- 1360/5996, 17 -18=- 1727/8193, 16- 17=- 1805/8782, 15- 16=- 1620/8037, 14 -15=- 78613804, 1314 =- 36811586 WEBS 3 -19 =- 4812523, 4-19 =- 10987272, 4-18=-43112203.5-18=-588/168,5-17=-79/595. 6 -16=- 748/196, 7- 16=- 4832618, 7 -15 =- 4676/982, 9-15 =- 260/1626, 9- 14=- 28371601, 10.14 =- 264/1554, 10.13 =- 2371/504, 3- 20=- 3783x766 NOTES 1) Wnd: ASCE 7 -05; 105mph (3-second gust), TCDL= 6.Opsf, BCDL= 6.Opsf: h =25ft, B=45ft, L =28ft, eave =4ft, Cat. II; Exp C, enclosed, MWFRS (all heights) and C -C Exterior(2) -0.11 -0 to 1- 11 -15, Interior(1) 1 -11 -15 to 29-30 zone, cantilever left and right exposed end vertical left and right exposed.0 -C for members and forces 8 MWFRS for reactions shown, Lumber DOL =1.60 plate gnp DOL =1.60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 5 degree rotation about its center 6) Gable studs spaced at 1 -4 -0 oc. 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.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. 9) Beanng at joint(s) 13, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 10) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 20. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502 11.1 and R802. 10.2 and referenced standard ANSI7TPI 1 12) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard L r/ 687 " J FsS �ONAI EN�� July 18,2013 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03 -1 P) 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 reslrainV diagonal bracing 10 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, fabncatnn, quality control, storage, delivery , erection, lateral restraint and diagonal bracing, wnsuft ANSI7TPI 1, DSB -89 and BCSI (Building Component Safety Information) available from SBCA at www sbcmtlusl r com. CONSULTING LLC ID VtOnwg3wX3YOvCGWFU9nNIzDyXN- fHZ64u9c6msUF3rE2YXmhLW1 G7cRgMVlkJR9vywtSu 11- 2-0.1 3 -8-18 7.1 -12 10.6 -14 14-0 -0 ) 18813 23.1 -11 28.0.0 29-3 -0 1 t -0 2 -0.1 1 -8-9 3-6-2 3-5.2 3 -5-2 4813 4$13 4 -10.5 31 0 1 20 13 1.75 4.6 Job Truss e OH PN NT 1179 _ E7 ]M_.,T h Truss 3 170 09783 1 �'Rehlfence Pr uiltl Joe Murph r.,xw s Sep zr eul a Mi 1 ex mouslries, Inc. Thu Jul 18 0933:42 2013 Page 1 ID VtOnwg3wX3YQvCGWfU9nNlzDyXN- 7U 6UHEAEt3_ LtDQQbG2 ?DZ2JgP35Z_TSzeT_iLywt8l - 0-11 -0 5-5-8 0.11.0 5 -5-8 4x8 = 3.00 12 3 LOADING (psry SPACING 2.40 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Ina Yes BCDL 10.0 Code IRC20097TP12007 LUMBER TOP CHORD 2x4 SPF N0.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 3x4 = 7 la Scale = 1:23.1 CSI DEFL in (loc) Udell Ud PLATES GRIP TC 0.21 Vert(LL) - 0.03 4-5 -999 240 MT20 197/144 BC 0.17 Vert(TL) -0.09 4 -5 >737 180 WB 0.02 Horz(TL) 0.01 7 n/a rda (Matrix -M) Weight: 27 Ito FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc pudins, except end verticals BOT CHORD Rigid ceiling directly applied or 10 -40 oc bracing. REACTIONS (lb /size) 5= 355/45.8 (min. 0-1-8),7=218/0-1-8 (min. 41 -8) Max Hoyt 5= 117(LC 9) Max Uplift 5= 110(LC 5), 7 =80(LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -5=- 308/224 NOTES 1) Wind: ASCE 7 -05; 105mph (3- second gus0; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25tt: B- , L =24ft; eave =4ft. Cal. II; Exp C, enclosed; MWFRS (all heights) and C -C Exterior(2) -411 -0 to 2 -1 -0, Interior(l) 2 -1 -0 to 5-0-4 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 gnp 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 toad nonconcurrent with any other live loads. 4) ' This truss has been designed or a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -40 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 5 and 7. This connection is for uplift only and does not consider lateral faces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502. 11.1 and R802. 10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verily 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 BCS1 (Building Component Safety Information) available from I CONSULI/NG LLC 5 3x4 = 2X4 II July 18,2013 JoD Truss Type NT_7119 F7 r.-. ltch Tr uss 1 0 ty 7 I ft 1 17009764 Pr it Mu h in (Joe) Well Ud PLATES o n ",�m.,cw nmuaurea. mc. nu ew r o ua:ss:w zu, a rages ID: VtQrlwg 3sEEivBUOhE36XZpjh5TJ_8XOCgg 1 mekQyy5mDywt8r 1 P 2 0 5 1 3_9_ 2 1 7 -2 -13 1 148-7 I 142.1 88 19-4•3 1 24 � 30 0 0 1 31 3-0 11-0 2-0.5 3-510 3-510 3.510 52 -2 52 -2 SS10 1.30 Scab = 1:54.4 1 4l 4 1.75 3- 7 -2 -13 10.8.7 14-2-1 19-4- 4-B-8 3.9-2 3 -510 3510 3-510 sz� 0 r� mate Lmsets OLY): 12:0.2- 4.08-01 3 - f3 :0-2- 8.0.01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Joe) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.75 Vert(LL) -0.70 16-17 >511 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -1.40 1517 >255 180 MT20H 148/108 BCLL 0.0 Rep Sbess Incr Yes WB 0.55 Horz(TL) 0.34 13 n/a Na BCDL 10.0 Code lRC2009fTP12007 (Matrix -M) Weight: 142 lb FT = 0% LUMBER TOP CHORD 2x4 SPF N0.2 BOT CHORD 2x8 SPF 210OF 1.8E WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7 -0 -0 oc bracing. WEBS 1 Row at midpt 7 -15, 9 -14, 10-13 REACTIONS 0/size) 13= 1598/0 -58 (min. 0.2 -0), 20= 1569/0-5-8 (min_ 0-1 -15) Max Holz 20=346(LC 6) Max Upflft 13=- 442(LC 5), 20= 421(LC 5) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=- 317/89, 3-4 =- 4992/1272, 45=- 8848/1771, 56=- 7379/1911, 6-7=-7021/1827,7-8=-3966/1001, 8 -9=- 3928/1010, 9-10 =- 1855/479, 11- 13=- 310!209, 2.20= 333/188 BOT CHORD 19-2 D= -1039 r 29 2 7 ,18-19 - --140&4886,17-18- - -187&6731, 16-17=-198W285,15-18- 14-15 WEBS 3 -19 =- 508/2079, 419 =- 8651279, 4 -18 =- 473/1848, 518=- 477/180, 517 = - 1101558, 6-16=- 358/119, 7 -16=- 282/1203, 7 -15=- 31451885, 9-15 =- 200/1057, 9-14 =2327/646,10-14=-230/1165,10-13 - --2147/592, 3.20= - 3049!791 NOTES 1) Wind. ASCE 7 -05; 105mph (3 -second gust); TCDL= 6.Opsf; BCDL= 6.Opsf h =25k B=45ft; L =30ft; eave =4ft; Cat. II; Exp C; enclosed; MWFRS (all heights) and C -C Extenor(2) -411 -0 to 1- 11 -15, Interior(1) 1.11 -15 to 31 -3-0 zone; cantilever left and right exposed, end vertical left and right exposed;C -C for members and forces 8 M WFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) All plates are MT20 plates unless otherwise indicated, 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -40 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should vent' capacity of bearing surface. 7) One RTS USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 20. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verity design parameters and read notes on this Truss Design Drawing and included Dri Reference Sheet (rev. 03 -117 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. Adi itonal 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, OSB-89 and BCSI (Budding Component Safety Information) available from I CONSULTING LLC 2.50 12 2x4 11 July 18,2013 as P 41 aIc m.I en —su.s, Inc. 1 nu Juno Va MA0 L013 Pagel ID: VtOrlwg3wX3YQvCGWTU9nNlzDyXN- X3odwFC69_ Mwkh8 ?HOcirBgik- ?vmDuufchelgywt8q V o-� 1 9 2 - _ O� 392 ) 7 -2.13 14 &7 142 -1 19-43 ( 24.8.8 30-0 -0 31-3-0 v� I o- IJ o-o-,u 3-510 3-510 5-2 -2 5.2 -2 5-5-10 1 -3-0 Sate - 1:54.4 2.50 12 1 QI 1.7s 12 0 LOADING (psf) Tr Truss Typply CS1 Py in (loc) Ildeft Lid L TNSS 19 GRIP GABLE 1 1.15 17009765 ild a Mu h -0.70 1617 >511 240 MT20 197/144 1 Lumber Increase 1.15 BC 0.48 Vert(TL) -1.40 1617 >255 180 MT20H teren o bo al as P 41 aIc m.I en —su.s, Inc. 1 nu Juno Va MA0 L013 Pagel ID: VtOrlwg3wX3YQvCGWTU9nNlzDyXN- X3odwFC69_ Mwkh8 ?HOcirBgik- ?vmDuufchelgywt8q V o-� 1 9 2 - _ O� 392 ) 7 -2.13 14 &7 142 -1 19-43 ( 24.8.8 30-0 -0 31-3-0 v� I o- IJ o-o-,u 3-510 3-510 5-2 -2 5.2 -2 5-5-10 1 -3-0 Sate - 1:54.4 2.50 12 1 QI 1.7s 12 0 LOADING (psf) SPACING 24).0 CS1 DEFL in (loc) Ildeft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.75 V"LL) -0.70 1617 >511 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -1.40 1617 >255 180 MT20H 148/108 BCLL 0.0 Rep Stress Incr Yes WB 0.55 Horz(TL) 0.34 13 rVa n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix -M) Weight. 167 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 BOT CHORD 24 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 1 -9 -0 oc pudins, except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ailing directly applied or 7 -40 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 7 -15, 9 -14, 1413 REACTIONS (lb /size) 13= 1598/45 -8 (min. 0-2-0),20=1569/0-5-8 (min. 41 -15) Max Horz 20=346(LC 5) Max Uplift 13=- 442(LC 5), 20 =421(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 317189, 3-4 =- 4992/1272, 45= -8848/1771, 5-6=- 737911911, 67 =- 7021/1827. 7-8 =- 3966/1001, 69=- 3928/1010, 9-10= 1855/479, 11- 13=- 310/209, 2 -20=- 3331188 BOTCHORD 19- 20=-1039/2927,18-1 9= -1406/4886,17-18---1876/6731, 16-17=-198&7285,15-16=-184516855, 1415=-998r3848, 13.14= 47611775 WEBS 3-19 =- 5082079, 419= 865279, 4 -18 =- 473 / 1848, 5.18=477/180,5-17=-1101558, 616 =- 3581119, 7-16- 9-15 =- 200/1057, 9-14=-23271646.10-14= 230/1165. 1413 =- 21471592, 3.20 =- 3049/791 NOTES 1) W1nd: ASCE 7 -05; 105rllph (3-second gust); TCDL=6.Opst BCDL =6.Opsf; h =25k B=45ft; L =30ft; eave =4ft; Cat. 11; Exp C; endosed; MWFRS (all heights) and C-C Exterior(2) -0.11-0 to 1- 11 -15, Interior(1) 1.11 -15 to 31 -3-0 zone, cantilever left and right exposed , end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable studs spaced at 1 -4 -0 oc. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -40 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at Ills) 13 and 20. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 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 fomuilding 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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It -V ENERGY CODE INSPECTION CHECKLIST Date: January 10, 2014 Building Name: New Town Builders Owner's Name: New Town Homeowner Property: 1119 End Perrins Row Address Wheatridge, CO 80033 Builder's Name: New Town Builders Weather Site: Denver, CO File Name: 1119 End Perrins Row.blg Rating No. Simulated Performance Analysis Rating Org.: EnergyLogic, Inc Phone No.: 970.532.3220 1 .800.31 5.0459 Rater's Name: Peter Oberhammer Rater's No.: 9189857 Rating Type Based On Plans Rating Date: 01/10/14 Building Information: Conditioned Area (sq ft): 1377 Conditioned Volume (cubic ft): 14960 Insulated Shell Area (sq ft): 4072 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. 7 C � Ceilings: [) 1 Attic: R -38 Blown Attic G1 (530 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 (58 s.f.) R -17.0 continuous insulation, R -13.0 cavity insulation. Name Flat edge Insulation Grade: 1 II III Comments /Location Above -Grade Walls: APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: Plan 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 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 2 [ ] 1. Wall: x6 16oc BF /R23 G1 (600 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 /Loca [ ] 2. Wall: x4 16oc FB /R13 G1 (743 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Left 2x4 common Insulation Grade: 1 II III Face / Inset Comments /Locatio (] 3. Wall: x6 16oc BF /R23 G1 (400 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 Comme [ ] 4. Wall: x6 16oc BF /R23 G1 (763 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 /L [ ] 5. Wall: x6 16oc BF /R23 G1 (20 s.f.), Between conditioned space and ambient R -0.0 continuous insulation, R -23.0 cavity insulation. Name: Left 2x6 Insulation Grade: 1 II III Face / Inset Comme [ ] 6. Wall: x6 16oc BF /R23 G1 (200 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 [ ] 1. Window: Low E 30 130 (137 s.f., South), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Front 2x6 Orientation: South REM /Rate - Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 3 Comments /Lora [ ] 2. Window: Low E 30 / 30 (87 s.f., North), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Back 2x6 Orientation: North Comments /Location [ ] 3. Window: Low E 30 / 30 (88 s.f., East), U- Value: 0.300, SHGC: 0.300 For windows without labeled U- factors, describe features: Name: Right 2x6 Orientation: East Comments /Locati Doors: [ ] 1. Door: R 6.2 no storm (22 s.f.), R -Value 6.2 Comments /Location [ ] 2. Door: R 5 Garage Entry (18 s.f.), R -Value 5.0 Comments /Location Frame Floors: [ ] 1. Floor: F -Glass 16oc 12" G1 (414 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 /Locatio [ ] 2. Floor: F -Glass 16oc 12" G1 (25 s.f.), Between conditioned space and ambient conditions R -0.0 continuous insulation, R -50.4 cavity insulation. Name: Cant Insulation Grade: 1 II III Face / Inset Comments /Location Slab Floors: [ ] 1. Slab: R1 0-S1 0'w/R1 0-P1 8"G1 (188 s.f.) R -10.0 perimeter insulation, R -10.0 under slab insulation. Name: Slab Insulation Grade: 1 II III 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 -2013 Architectural Energy Corporation, Boulder, Colorado. 0 ENERGY CODE INSPECTION CHECKLIST New Town Builders Page 4 Comments /Location Rim and Band Joists: [ ] 1. 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 Comments /Locati [ ] 2. Joist: Party (41 s.f.), Between cond and another cond unit (adiabatic) R -0.0 continuous insulation, R -13.0 cavity insulation. Name: Party Insulation Grade: I It 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: [ J Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 46 cfrn, 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 3.00 ACHSO or less at final blower door test. (Max CFM50 is: 748) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. 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 5 I NFILTRATI ON REQUIR FO IECC. 2009 IECC Infiltration limit for the design home is 7 ACHSO. 2012 IECC Infiltr limit for the d esign h is 3 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 2009 IECC 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 Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC Postconstruction Leakage Test: Total Duct Leakage <= 4 CFM25 / 100 sq It CFA. 2012 IECC Rough in Test with AHU: Total Duct Leakage <= 4 CFM25 1100 sq It CFA. 2012 IECC Rough in Test without AHU: T Duct L <= 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. © 1985 -2013 Architectural Energy Corporation, Boulder, Colorado. �� ~Oc ENERGY STAR VERSION 3 HOME REPORT Date: January 10, 2014 Rating No. Simulated Performance Analysis Property: 1119 End Perrins Row Rating Org.: EnergyLogic, Inc Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name New Town Builders Rater's ID: 9189857 Building Name New Town Builders Rating Date 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. Normalized, Modified End -Use Loads (MMBtu /year) ENERGY STAR As Designed Heating: 18.7 16.4 Cooling: 8.2 6.3 Water heating: 9.4 9.1 Lighting &Appliances: 16.7 17.9 Total: 53.1 49.7 HERS Index of Reference Design Home 72 68 HERS Index w/o PV HERS Index Target (SAF Adjusted) 72 68 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 u Duct leakage at post construction better than or equal to ENERGY STAR v3.0 requirements. Envelope insulation levels meet or exceed ENERGY STAR v3.0 requirements. IX I Slab on Grade Insulation must be > R -5, and at IECC 2009 Depth for Climate Zones 4 and above Envelope insulation achieves RESNET Grade I installation, or Grade II with insulated sheathing. Windows meet the 2009 IECC Requirements - Table 402.1.1 Duct insulation meets the EPA minimum requirements of R -6. Mechanical ventilation system is installed in the home. a ENERGY STAR Checklists fully verified and complete. This home MEETS OR EXCEEDS the energy efficiency requirements for designation as an EPA ENERGYSTAR 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. 0 ENERGY STAR VERSION 3 HOME REPORT New Town Builders Page 2 Pollution Prevented Energy Cost Savings ($/year) Type of Emissions Reduction Heating: $235 Carbon Dioxide (CO2) - tons /yr 2.6 Cooling: $68 Sulfur Dioxide (S02) - Ibs/yr 2.8 Water Heating: $12 Nitrogen Oxides (NOx) - Ibs /yr 7.1 Lights &Appliances: $72 Total: $386 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. C Z) MART W C /y 0 C ..No I998 060 K � 'c � g an� iwt.oY P 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 1377 14960 4072 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 "G 1 U =0.044 Ratings HERS Index: 68 HERS Index w/o PV: 68 HERS Index Target (SAF Adjusted): 72 HERS Index of Reference Design Home: 72 Size Adjustment Factor: 1.00 Window/Wall Ratio: Window Type: Window U- Value: Window SHGC: Infiltration: Duct Leakage to Outside Total Duct Leakage: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Air conditioner, 30.0 kBtuh, 13.0 SEER. Conventional, Gas, 0.62 EF. Heat =Yes, Cool =Yes Exhaust Only: 46 cfm, 15.0 watts. Percent Interior Lighting: ENERGY STAR VERSION 3 HOME VERIFICATION SUMMARY Date: January 10, 2014 Rating No.: Simulated Performance Analysis Property: 1119 End Perrins Row Rating Org.: EnergyLogic, Inc Wheatridge, CO 80033 Rater's Name: Peter Oberhammer Builder's Name: New Town Builders Rater's ID: 9189857 Building Name: New Town Builders Rating Date: 01/10/14 Projected Rating: Based on Plans - Field Confirmation Required. 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 1377 14960 4072 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 "G 1 U =0.044 Ratings HERS Index: 68 HERS Index w/o PV: 68 HERS Index Target (SAF Adjusted): 72 HERS Index of Reference Design Home: 72 Size Adjustment Factor: 1.00 Window/Wall Ratio: Window Type: Window U- Value: Window SHGC: Infiltration: Duct Leakage to Outside Total Duct Leakage: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Air conditioner, 30.0 kBtuh, 13.0 SEER. Conventional, Gas, 0.62 EF. Heat =Yes, Cool =Yes Exhaust Only: 46 cfm, 15.0 watts. Percent Interior Lighting: 90.00 Percent Garage Lighting: 0.00 Refrigerator (kWh /yr): 775.00 Dishwasher Energy Factor: 0.60 Ceiling Fan (cfm/ Watt): 0.00 Clothes Dryer Fuel: Clothes Dryer EF: Clothes Washer LER: Clothes Washer Capacity: 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. V 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. (DnergyLogic 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: 1119 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No. 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type: Based On Plans File Name: 1119 End Perrins Row.blg Rating Date: 01/10/14 Annual Energy Cost ($) 2009 IECC As De sign ed Heating: 409 356 Cooling: 77 90 Water Heating. 160 160 SubT otal - Used to Determine Compliance: 647 606 Lights & Appliances: 599 597 Photovoltaics: -0 -0 Service Charge: 0 0 Total 1245 1204 Window U- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.2): PASSES Duct Leakage (Section 403.2.2): PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5B. In fact, this home surpasses the requirements by 6.2 %. 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- FloorArea Ratio: 0.23 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. 2009 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Blower door test: Htg: 3.00 Clg 3.00 ACHSO Page 2 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. f', energyLogic analysis. Insight. answers. 2012 IECC ANNUAL ENERGY COST COMPLIANCE Date: January 10, 2014 Rating No.: Simulated Performance Analysis PASSES Building Name: New Town Builders Rating Org.: EnergyLogic, Inc Owner's Name: New Town Homeowner Phone No.: 970.532.3220 1.800315.0459 Property: 1119 End Perrins Row Rater's Name: Peter Oberhammer Address: Wheatridge, CO 80033 Rater's No.: 9189857 Builder's Name: New Town Builders Weather Site: Denver, CO Rating Type Based On Plans File Name: 1119 End Perrins Row.blg Rating Date: 01/10/14 Annual Energy Cost ($) 2012 IEC As Designed Heating: 327 356 Cooling: 97 100 Water Heating: 160 160 SubTotal - Used to De t e rmin e C o mpl iance: 58 616 Lights & Appliances: 599 597 Photovoltaic& -0 -0 Service Charge: 0 0 T 11 83 1213 ` Window LI- Factor Check (Section 402.5) Window U- Factor (Design must be equal or lower): 0.480 0.300 Home Infiltration (Section 402.4.1.2): PASSES Duct Leakage (Section 403.2.2): PASSES Mechanical Ventilation (Section 403.5): PASSES This home DOES NOT meet the annual energy cost requirements of Section 405 of the 2012 International Energy Conservation Code based on a climate zone of 5B. Name: Peter Oberhammer Organization: EnergyLogic, Inc Signature: Date: January 10, 2014 Design energy cost is based on the following systems: Heating: Fuel -fired air distribution, 55.0 kBtuh, 92.1 AFUE. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. 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. 2012 IECC ANNUAL ENERGY COST COMPLIANCE New Town Builders Page 2 Window -to -Floor Area Ratio: 0.23 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 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 C o ( ' 0 ( C 0 y d I� (° V M 0 0 0 y U N In O y Q a E _0 'O a dr 7 O O O ° E o U U U c a) "'' M f- O O N .0 E c C C m C y y C) I- M O) EA M p O O ul) 61) o f a T U� ` v) w L 3 O Z Z m IA a) M E E a) O �a V) y ° C C C a t = m e a° 0 0 0 W m d Q) U U U M CIJ 'q _a O o~ o cc r_ O m of (v (o � o ui d a w m m 2 o O f - c N tD `_ Q 0 c c co in a o z Q °v w w w O a) m m '� C C C E ,U 'D CD Q N N 0 m 0 m 0' O O o E O C T a m m LL- I E E 'r- w 4 m Cc O L v E ° o y n °� z E E E C J Z r o y 0 T rn m y a v ) a) E W m rn m c0 Z O) .E d W c y m 0 O a c c c I X 00 n m rn m m a m o m t p a) M° a Q c c 0 m .Q� t � W M O N a. uj O N o W y °— U o 0 C) �' T a ai o) O) m O> U N N N a C 0 c9 # O a) uj CL cc a) O O 01 L a) YO O ' o N U SUS =, a 0 U Q U a w n ' CD m y NN O y J a) a m C ' O d c 2 ul ti E :3 U e 0 C) Q C 0 I C) O a) m n m v O y f/I N O M a) o m W N a) (` () O U U L A y M � O O O i O (F 6) 2 O W M c) a U U r 0 O C d o. ip c o W a) a) (o o S O C y a0 C 9 0 c) .. 3 W W N O @ V W 5 d 3 m n 3 m o a) c o vJ Of ~ (n C' J S m E o Iv u E cc o N C .. .. 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O A � m e D m in c c D o ? t D to S a m m W M , a N m > ,C a) m -° m 0 0 0 ° IOU N T N m12 7 m o m ly c zT -2 m c m Lo m O M a m T a � m a) a) > c p) �. W y N m C CO 7 W U u m O L C N 2 a) O Q N C O min y E a) m O ' w. t ko IA 'Al Fil I V iv b PC (D (D Cf) 71 I V FD' X a 0 < M (n Lo (D o (D 0 .xo APPROVED Subject to Field Inspect;ons Wheat Ridge Qqjldinq Q t. Date: I Sign Plan checker Low,7 ",100 CFM.Grille, 0x4 NEWTOWN BUILDERS PERRIN'S ROW Plan 1119 Install Balancing Dampers on All Supply Runs Page Size: 8.5x11" Lower Level Scale: 1/8" = 1'0" Drawn: Approved: Date: Job Number: SR- 190,8 ",148 CFM,Reg:146 7 , — SR- 220,7 ",91 CFM,Reg:10x4 R- 230,7 ",91 CFM,Reg:10x4 4 170" of 20x10" I ---- "., -- NED Subject to id Inspections Wheat to Building Dept. Date: Sig _ Plan checker 14x6" Transfer Grille PWDR 4" Panasonic Whispergreen fan, exhausting 37 CFM Install Balancing Dampers on All Supply Runs NEWTOWN BUILDERS PERRIN'S ROW Plan 1119 Main L w,18x12 ,430 CFM,Gr lie:16xl6 Living 5 12x10" up \�.. 6W6 SR- 100,7 ",55 CFM,Reg:10x4 SR- 110,7 ",55 CFM,Reg:10x4 SR- 120,4 ",38 CFM,Reg:10x4 :CFM GIVEN HERE ARE THE LARGEST BETWEEN SEASONS THAT WILL BE REQUIRED FROM ELITE SOFTWARES MANUAL J AND MAY USE COMMON ROOMS TO MAKE UP SUPPLY AIR CFM THAT IS REQUIRED AS SHOWN ON FLOOR PI ANS- Page Size: 8.5x11" Main Floor Scale: 1/8" = 1'0" Drawn: Approved: North Date: Job Number: Rh __ _ _ — vac - Residential &Light Commercial HVAC Loads ® Elite Software Development, Inc. Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1119 Littleton, CO 80125 Page 1 LPr oiect Report _ General Proiect Information Project Title: NewTown Perrin's Row Plan 1119 Designed By: Bob Guenther Project Date: Wednesday, October 19, 2011 Client Name: Newtown Builders Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 12340 Mead Way Company City: Littleton, CO. 80125 Company Phone: (303)688 -4487 ext 102 Company E -Mail Address: bob9smithandwillis.com Design Data Outdoor Reference City: Wheatridge, Colorado Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5418 ft. Altitude Factor: 0.819 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.19 80% 50% 70 61.05 Summer: 91 59 15% 50% 75 -39 I GneCK t-i u res - -= Total Building Supply CFM: 684 CFM Per Square ft.: 0.498 Square ft. of Room Area: 1,373 Square ft. Per Ton: 1,139 Volume (ft of Cond. Space: 13,147 Building Loads - Total Heating Required Including Ventilation Air: 35,769 Btuh 35.769 MBH Total Sensible Gain: 15,811 Btuh 100 % Total Latent Gain: -1,352 Btuh 0 % Total Cooling Required Including Ventilation Air: 15,811 Btuh 1.32 Tons (Based On Sensible + Latent) Notes - -- -- - - - - -- -- -- - -- - -- - - - -- -� Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. � Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Sm - &W R ib s HVAC &Light Commercial HVAC Loads Smith illis HVAC LLC Littleton, CO 80125 _ . - — -- 0.00300 Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Miscellaneous Report in. wg. /100 ft 650 ft. /min Pa( e 2 ft. /min System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Winter: Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference 1 Summer: 91 0.19 80% 50% 70 61.05 Yes 59 15% 50% 75 39.07 Duct Sizing Inputs — KAnin Runouts Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Outside Air Data Yes AC /hr Yes CFM 0.00300 AC /hr 0.1000 in. wg. /100 ft 650 ft. /min 900 ft. /min 0 in. 0 in. Infiltration Specified: Infiltration Actual: Above Grade Volume Total Building Infiltration: Total Building Ventilation: 0.309 AC /hr 68 CFM 0.352 AC /hr X 13.147 Cu.ft. 4,633 Cu.ft./hr X 0.0167 ft. /min 77 CFM 0 CFM Summer Description Yes AC /hr Yes CFM 0.01000 AC /hr 0.1000 in.wg. /100 ft. 450 ft. /min 750 ft. /min 0 in. 0 in. 8 77.4 Summer Description 0.250 AC /hr 55 CFM 0.302 AC /hr X 13,147 Cu.ft. 3,966 Cu.ft. /hr X 0.0167 Yes 66 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = (1.10 X 0.819 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -21.76 = (0.68 X 0.819 X -39.07 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.17 = (1.10 X 0.819 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (55 CFM) Summer Infiltration Specified: 0.250 AC /hr (55 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Garage Open Crawl 0.12 8 247.3 Yes 1 Return Garage Open Crawl 0.24 8 77.4 Yes 2 Return Attic Attic 16B 0.24 8 67.9 Yes Y:\ ... \Plan 1 119.rhv Wednesday, November 20, 2013, 3:03 PM Rh vac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith Willis H LLC Littleton, CO 80125 125 ® NewTown Perrin's Row Plan 1119 _ Load Preview Report - Page 3 � Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. G✓ Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Net ft. Senl Latj Net. Sen Sys Sys) Sys Duct Scope - - -- - /Toni Area Gain Gainl Gain, Loss; Htg� C Clg CF Act Size - - - - -- Building , CF4 1.32 1,139 1,373 15,811 -1,352 15,811 35,769 684 684 684 System 1 1.32 1,139 1,373 15,811 -1,352 15,811 35,769 684 684 684 18x12 Duct Latent -514 0 Humidification 2,304 Zone 1 1,373 15,811 -838 15,811 33,465 684 684 684 10x13 1 -Guest Entry 145 1,660 -256 1,660 7,231 148 72 148 8 2- Laundry 41 694 -101 694 2,553 52 30 52 6 3- Kitchen/Dining 280 4,219 -289 4,219 6,295 129 183 183 7,7 4- Living 277 2,452 -41 2,452 5,375 110 106 110 7,7 5 -PWDR 43 654 -113 654 1,873 38 28 38 4 6 -Bath 2 50 575 -63 575 1,259 26 25 26 6 7- Bedroom 2 138 1,760 104 1,864 2,327 48 76 76 7,7 8- Master Bath 62 734 -74 734 1,583 32 32 32 5 9- Master Bedroom 223 2,255 109 2,364 2,652 54 98 98 7,7 10 -Hall 114 808 -114 808 2,317 47 35 47 Not MDD: 1--4 Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. G✓ Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Littleton, CO 80125 Manual D Ductsize Data - Duct System 1 - Supply -- -Duct Name, Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Page 4 etc. Roughness Diameter Velocity Type Temperature Width Loss /100 Upstream Length Height Fit.Eq.Len Shape CFM Area SP.Avail Si zing -- -Duct Name: ST -270, Feeds Into: Living, Effective Length: 0.4 Trunk 0.0003 15,2 27 Up: ST -160 128 20 0.000 Rect 0.4 10 0.0 Presize 38 2.1 0.451 -- -Duct Name: ST -250, Feeds Into: Living, Effective Length: 1.6 Trunk 0.0003 15,2 287 Up: ST -190 55 20 0.010 Rect 1.6 10 0.0 Presize 398 7.9 0.452 -- -Duct Name: ST -240, Feeds Into: Living, Effective Length: 1.8 Trunk 0.0003 15.2 156 Up: ST -210 55 20 0.003 Rect 1.8 10 0.0 Presize 216 8.8 0.452 -- -Duct Name: ST -160, Feeds Into: Living, Effective Length: 1.0 Trunk 0.0003 15.2 86 Up: ST -240 55 20 0.001 Rect 1.0 10 0.0 Presize 119 5 0.451 -- -Duct Name: ST -130, Feeds Into: Living, Fitting: 8 -133C, Effective Length: 10.8 Trunk 0.0003 16 395 Up: ST -120 55 18 0.015 Rect 0.8 12 10.0 Presize 593 4.2 0.452 -- -Duct Name: SR -100, Supplies: Living, Fittings: 2 -I, 4 -AD, Effective Length: 60.7 Runout 0.0003 7 206 Up: ST -130 128 5.4 0.011 Rnd 12.6 7.7 48.1 Presize 55 23.1 0.446 -- -Duct Name: ST -140, Feeds Into: Living, Effective Length: 2.7 Trunk 0.0003 15.2 361 Up: ST -130 55 20 0.015 Rect 2.7 10 0.0 Presize 502 13.3 0.452 -- -Duct Name: SR -110, Supplies: Living, Fittings: 2 -I, 4 -AD, Effective Length: 74.2 Runout 0.0003 7 206 Up: ST -250 128 5.4 0.011 Rnd 12.6 7.7 61.6 Presize 55 23.1 0.444 SPL.Duct SPL.Fit SPL.Tot SPL.Cumul 0.000 0.000 0.000 0.349 0.000 0.000 0.000 0.348 0.000 0.000 0.000 0.349 0.000 0.000 0.000 0.349 0.000 0.002 0.002 0.348 0.001 0.005 0.007 0.354 0.000 0.000 0.000 0.348 0.001 0.007 0.008 0.356 1 Y:\ ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 Manual D Ductsrze D ata Duct S ystem 1 - S� " gont'd) -Duct - Name, - etc. Type Upstream Shape Sizln Roughness Diameter Temperature Width Length Height CFM Area Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 _ -- Pag 5 Velocity SPL. Duct Loss /100 SPL.Fit Fit.Eq.Len SPL.Tot SP.Avail SPL.Cumul -- -Duct Name: SR -120, Supplies: PWDR, Fittings: 2 -I, 4 -AD, Effective Length: 41.9 Fitting: 1 -H2, Effective Length: 99.1 Runout 0.0003 4 436 0.011 Up: ST -270 128 3.1 0.083 0.023 Rnd 13.6 4.4 28.3 0.035 Presize 38 14.2 0.417 0.383 -- -Duct Name: ST -190, Feeds Into: Living, Effective Length: 1.9 Trunk 0.0003 15.2 338 0.000 Up: ST -140 55 20 0.013 0.000 Rect 1.9 10 0.0 0.000 Presize 470 9.6 0.452 0.348 -- -Duct Name: ST -210, Feeds Into: Living, Effective Length: 1.5 Trunk 0.0003 15.2 221 0.000 Up: ST -250 55 20 0.006 0.000 Rect 1.5 10 0.0 0.000 Presize 307 7.5 0.452 0.348 -- -Duct Name: SR -220, Supplies: Kitchen /Dining, Fittings: 2 -I, 4 -AD, Effective Length: 68.7 Runout 0.0003 7 341 0.002 Up: ST -210 55 5.4 0.029 0.018 Rnd 7.8 7.7 60.9 0.020 Presize 91 14.4 0.432 0.368 -- -Duct Name: SR -230, Supplies: Kitchen /Dining, Fittings: 2 -I, 4 -AD, Effective Length: 54.1 Runout 0.0003 7 341 0.000 Up: ST -160 55 5.4 0.029 0.015 Rnd 1.1 7.7 53.0 0.016 Presize 91 2 0.436 0.364 -- -Duct Name: ST -230, Feeds Into: Guest Entry, Effective Length: 0.7 Trunk 0.0003 16 395 0.000 Up: ST -110 55 18 0.015 0.000 Rect 0.7 12 0.0 0.000 Presize 593 3.3 0.456 0.344 -- -Duct Name: ST -220, Effective Length: 6.3 Trunk 0.0003 16 395 0.001 Up: ST -230 55 18 0.015 0.000 Rect 6.3 12 0.0 0.001 Presize 593 31.7 0.455 0.345 -- -Duct Name: SMT -100, Feeds Into: Guest Entry, Fitting: 1 -H2, Effective Length: 99.1 Trunk 0.0003 16 484 0.000 Up: Fan 128 18 0.020 0.020 Rect 1.0 12 98.1 0.280 Presize 726 4.8 0.456 0.344 CIZ Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads Efite Software Development, Inc. Smith & Willis HVAC LLC Littleton, CO 80125 NewTown Perrin's Row Plan 1119 - - Manual D Ductsize D ata -Du Sys - Su pply (c o ntd) Page 6 - 1 -- -Duct Name, - - etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL..Cumul Si -- -Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.9 Trunk 0.0003 16 449 0.000 Up: SMT -100 128 18 0.018 0.000 Rect 0.9 12 0.0 0.000 Presize 674 4.6 0.456 0.344 -- -Duct Name: ST -120, Effective Length: 6.8 Trunk 0.0003 16 395 0.001 Up: ST -220 55 18 0.015 0.000 Rect 6.8 12 0.0 0.001 Presize 593 33.8 0.454 0.346 -- -Duct Name: SR -200, Supplies: Laundry, Fittings: 2 -I, 4 -AD, Effective Length: 44.7 Runout 0.0003 6 265 0.001 Up: SMT -100 128 4.7 0.021 0.009 Rnd 2.6 6.6 42.1 0.009 Presize 52 4.1 0.447 0.353 -- -Duct Name: SR -190, Supplies: Guest Entry, Fittings: 2 -I, 4 -AD, Effective Length: 84.2 Runout 0.0003 8 424 0.005 Up: ST -110 128 6.2 0.033 0.022 Rnd 16.6 8.7 67.6 0.028 Presize 148 34.7 0.429 0.371 -- -Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 2 -I, 4 -G, Effective Length: 76.0 Runout 0.0003 7 269 0.003 Up: ST -240 55 5.4 0.019 0.012 Rnd 14.6 7.7 61.4 0.015 Presize 72 26.7 0.437 0.363 -- -Duct Name: SR -150, Supplies: Master Bedroom, Fittings: 4 -G, 2 -I, Effective Length: 85.4 Runout 0.0003 7 269 0.003 Up: ST -190 55 5.4 0.019 0.014 Rnd 14.7 7.7 70.7 0.016 Presize 72 26.9 0.435 0.365 -- -Duct Name: SR -160, Supplies: Master Bath, Fittings: 2 -I, 4 -H, Effective Length: 45.2 Runout 0.0003 5 235 0.002 Up: ST -140 55 3.9 0.023 0.009 Rnd 7.7 5.5 37.5 0.010 Presize 32 10 0.442 0.358 -- -Duct Name: SR -170, Supplies: Bath 2, Fittings: 2 -I, 4 -G, Effective Length: 56.5 Runout 0.0003 6 132 0.001 Up: ST -240 128 4.7 0.006 0.003 Rnd 9.8 6.6 46.7 0.003 Presize 26 15.4 0.448 0.352 Y:\ ... \Plan 1119.rhv a - Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 ( Manual D Ductsize Data - Duct 1 - S u p�y (c ont'dd� -- -Duct Name, -- - — - -- etc. Type Upstream Shape Sizing Roughness Diameter Temperature Width Length Height CFM Area Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Pane 7 -- -Duct Name: SR -180, Supplies: Bedroom 2, Fittings: 2 -I, 4 -G, Effective Length: 71.6 Main trunk airflow: Velocity SPL.Duct Loss /100 SPL..Fit Fit.Eq.Len SPL.Tot SP.Avail SPL.Cumul -- -Duct Name: SR -180, Supplies: Bedroom 2, Fittings: 2 -I, 4 -G, Effective Length: 71.6 Main trunk airflow: Runout 0.0003 7 142 0.001 Up: ST -250 55 5.4 0.006 0.004 Rnd Presize 14.3 7.7 57.4 0.004 0.800 38 26.1 0.447 0.353 -- -Duct Name: SR -240, Supplies: Bedroom 2, Effective Length: 14.3 Runout maximum cumulative static pressure loss: Runout 0.0003 7 142 0.001 Up: ST -130 55 5.4 0.006 0.000 Rnd Presize 14.3 7.7 0.0 0.001 0.134 38 26.3 0.452 0.348 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summa Number of active trunks: 13 Number of active runouts: 13 Total runout outlet airflow: 808 Main trunk airflow: 726 Largest trunk diameter: 16 ST -130 Largest runout diameter: 8 SR -190 Smallest trunk diameter: 15.2 ST -270 Smallest runout diameter: 4 SR -120 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.260 Supply fan static pressure available: 0.540 Runout maximum cumulative static pressure loss: 0.383 SR -120 Return loss added to supply: 0.064 Total effective length of return ( ft.): 226.0 Low Total effective length of supply ( ft.): 177.3 SR -120 Overall total effective length ( ft.): 403.2 Low to SR -120 Design overall friction rate per 100 ft.: 0.134 (Available SP x 100 / TEL) System duct surface area (No Scenario): System duct surface area (Scenario 1): Total system duct surface area: 136.1 247.3 Garage (Linked to duct load) 383.4 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential &Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 Manual D Ductsize Data - D uct System - 1 - Ret m -- -Duct Name, - -- etc. Roughness Diameter Type Temperature Width Upstream Length Height Shape CFM Area Sizi Loss /100 -- -Duct Name: Main Low, Returns From: Living, Fittings: Runout 0.0003 Up: RT -120 75 Rect 0.9 Presize 430 Elite Software Developmealn NewTown Perrin's Row Pla 0.008 12 87.3 4.5 Velocity SPL.Duct Loss /100 SPL.Fit Fit.Eq.Len SPL.Tot SP.Avail SPL.Cumul 6 -H, 6 -B, Effective Length: 88.2 16 287 18 0.008 12 87.3 4.5 -0.010 -- -Duct Name: RT -140, Effective Length: 5.5 Trunk 0.0003 16 472 Up: RT -110 75 18 0.021 Rect 5.5 12 0.0 Presize 708 27.5 -0.020 -- -Duct Name: RMT -100, Feeds From: Guest Entry, Fittings: 5 -N, 5 -0, Effective Length: 163.2 Trunk 0.0003 16 539 Up: Fan 75 18 0.026 Rect 0.7 12 162.5 Presize 808 3.5 -0.021 -- -Duct Name: RT -110, Feeds From: Guest Entry, Effective Length: 1.0 Runout Trunk 0.0003 16 539 Up: RMT -100 75 18 0.026 Rect 1.0 12 0.0 Presize 808 5 -0.021 0.000 0.007 0.007 0.007 0.001 0.000 0.001 0.012 0.000 0.043 0.043 0.064 0.000 0.000 0.000 0.063 -- -Duct Name: RT -120, Effective Length: 8.1 Effective Length: 0.0 Runout Trunk 0.0003 16 472 0.002 Up: RT -140 75 18 0.021 0.000 Rect 8.1 12 0.0 0.002 Presize 708 40.4 -0.018 0.010 -- -Duct Name: Low, Returns From: Guest Entry, Fittings: 6 -C, 6 -G, 12 -S, 8 -A2, 8 -A2, Effective Length: 61.7 Runout 0.0003 7 374 0.002 Up: RT -110 75 5.4 0.033 0.019 Rnd 5.5 7.7 56.2 0.021 Presize 100 10.1 0.000 0.021 -- -Duct Name: RT -130, Feeds From: Master Bedroom, Effective Length: 0.0 Runout Trunk 0.0003 0 0 0.000 Up: RT -120 0 0 0.000 0.000 Rect 0.3 0 0.0 0.000 Presize 0 0 0.000 0.000 -- -Duct Name: Mstr Ceiling, Returns From: Master Bedroom, Effective Length: 13.1 Runout 0.01 10 323 0.004 Up: RT -120 75 7.8 0.027 0.000 Rnd 13.1 10.9 0.0 0.004 Presize 176 34.4 -0.014 0.004 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM - Residential & Light Commercial HVAC lo th F Rhvac & Willis HVAC LLC Loss /100 eton, CO 80125 Fit.Eq.Len [Manual D Ductsrz Data - D uct SY Duct Name, Up: RT -120 etc. Roughness Type Temperature Upstream Length Shape CFM Sizing 33.5 -0.009 ■ stem 1 - Return (cont'd)_ Diameter Width Height Area Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Page 9 Velocity SPL.Duct Loss /100 SPL.Fit Fit.Eq.Len SPL.Tot SP.Avail SPL.Cumul -- -Duct Name: Hall Ceiling, Returns From: Hall, Fittings: 6 -C, 6 -L, Effective Length: 29.9 Main trunk airflow: Runout 0.01 8 292 0.005 Up: RT -120 75 6.2 0.030 0.004 Rnd 16.0 8.7 13.9 0.009 Presize 102 33.5 -0.009 0.009 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary _ — — — - - -- -- -- Number of active trunks: Number of active runouts: 4 Total runout outlet airflow: 808 Main trunk airflow: 808 Largest trunk diameter: 16 RT -140 Largest runout diameter: 16 Main Low Smallest trunk diameter: 0 RT -130 Smallest runout diameter: 7 Low Runout maximum cumulative static pressure loss: 0.021 Low Return loss added to supply: 0.064 Total effective length of return ( ft.): 226.0 Low System duct surface area (No Scenario): 13.6 System duct surface area (Scenario 1): 77.4 Garage (Linked to duct load) System duct surface area (Scenario 2): 67.9 Attic (Linked to duct load) Total system duct surface area: 158.9 Notes - - - — - - --1 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Y:\ ... \Plan 1119.rhv !/ Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential 8, Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ NewTown Perrin's Row Plan 1119 Littleton, CO 80 125 - - -- -- - -- - -- - -- - - - -- Page 10 Total Building Summary Loads %..v111pvnen1 Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain New Town Window: Glazing- 3/3, u -value 0.3, SHGC 0.3 197 4,080 0 6,369 6,369 New Town Door: Door -R =2.85 59.6 1,440 0 459 459 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud 1098.8 4,928 0 808 808 cavity, no board insulation, siding finish, wood studs 12D -Osw: Wall- Frame, R -15 insulation in 2 x 4 stud 1274.7 7,565 0 1,699 1,699 cavity, no board insulation, siding finish, wood studs 16B- 38 -zd: Roof /Ceiling -Under Attic with Insulation on 42.5 76 0 51 51 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R -38 insulation, dark membrane 16B -38: Roof /Ceiling -Under Attic with Insulation on Attic 587.3 1,054 0 703 703 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -38 insulation 2213- 10ph -t: Floor -Slab on grade, Vertical board insulation 66 2,191 0 0 0 covers slab edge and extends straight down to 3' below grade, tile covering, R -10 insulation, passive, heavy moist soil 20P -38 -c: Floor -Over open crawl space or garage, 443.8 919 0 80 80 Passive, R -38 blanket insulation, carpet covering Subtotals for structure: 22,253 0 10,169 10,169 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 6,411 -514 2,391 1,877 Infiltration: Winter CFM: 77, Summer CFM: 66 4,801 -1,438 952 -486 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.28 gal /day : 2,304 0 0 0 AED Excursion: _- 0 0 410 410 Total Building Load Totals: 35,769 -1,352 15,811 14,459 Total Building Supply CFM: 684 CFM Per Square ft.: 0.498 Square ft. of Room Area: 1,373 Square ft. Per Ton: 1,139 Volume (ft of Cond. Space: 13,147 Total Heating Required Including Ventilation Air: 35,769 Btuh 35.769 MBH Total Sensible Gain: 15,811 Btuh 100 % Total Latent Gain: -1,352 Btuh 0 % Total Cooling Required Including Ventilation Air: 15,811 Btuh 1.32 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. ( /a Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 [ Equipment Data - System 1 - System 1 Cooling System Type: Outdoor Model: Indoor Model: Tradename: Outdoor Manufacturer: AHRI Reference No.: Nominal Capacity: Efficiency: Heating System Type: Model: Tradename: Manufacturer: Description: Capacity: Efficiency: Standard Air Conditioner CA13NA018 * * * *(A,B) CNPV *2417A * * +TDR 13 SEER PURON AC CARRIER AIR CONDITIONING 4540727 18000 13.2 SEER Natural Gas Furnace 59SC2B060S17 -16 Carrier CARRIER CORPORATION Natural Gas or Propane Furnace 56000 92.1 AFUE Y:\ ... \Plan 1119.rhv Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Page 11 Wednesday, November 20, 2013, 3:03 PM [Rhvmith ac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. & Willis HVAC LLC NewTown Perrin's Row Pian 1119 ttleto CO 80125 age 12 [ Detaile d R oom Loads - Room 1 - Guest Entry (Average Load Procedur General _ Calculation Mode: Htg _ & clg. Occurrences: 1 Room Length: 144.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 145.0 sq.ft. Supply Air. 148 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.1 AC /hr Volume: 1,449.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 12 CFM Item Area -lJ Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E - Wall- 12F -Osw 14.3 X 10 125.5 0.065 4.5 563 0.7 0 92 W - Wall- 12F -Osw 6.7 X 10 56.7 0.065 4.5 254 0.7 0 42 S - Wall- 12F -Osw 5.5 X 10 45 0.065 4.5 202 0.7 0 33 W - Wall- 12F -Osw 7.7 X 10 52.7 0.065 4.5 236 0.7 0 39 N - Wall- 12D -Osw 12.7 X 10 126.7 0.086 5.9 752 1.3 0 169 E - Door -New Town Door 2.7 X 6.7 17.8 0.350 24.2 430 7.7 0 137 W - Door -New Town Door 3 X 8 24 0.350 24.2 580 7.7 0 185 W - GIs -New Town Window shgc- 10 0.300 20.7 207 33.2 0 332 0.30%S S - GIs -New Town Window shgc- 10 0.300 20.7 207 16.7 0 167 0.30%S Floor 22B 10ph 47 ft..Per. -- -- . 47 0.481 _ 33.2 _1 0.0 0 0 Subtotals for Structure: 4,991 - 0 1,196 Infil.: Win.: 13.8, Sum.: 11.8 468 1.825 855 0.363 -256 170 Ductwork: 1,385 251 AED Excur 43 Room Totals: 7,231 -256 1,660 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM [ Rhvac - Residential & Light Commercial HVAC Loads . — Elite Software Development, Inc. Smith & Willis HVAC LLC NewTown Perrin's Row Plan 1119 Littleton, CO 80125 _ Pa a 13 Detailed Room Loads -Room 2 - Laundr (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.7 ft. System Number: 1 Room Width: 7.2 ft. Zone Number: 1 Area: 41.0 sq.ft. Supply Air: 52 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 7.7 AC /hr Volume: 407.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen D escription Quantity Value HTM Loss HTM G ain Gain E - Wall- 12F -Osw 5.7 X 10 56.7 0.065 4.5 254 0.7 0 42 S - Wall- 12D -Osw 7.2 X 10 71.7 0.086 5.9 425 1.3 0 96 W - Wall- 12F -Osw 5.7 X 10 46.7 0.065 4.5 209 0.7 0 34 W - GIs -New Town Window shgc- 10 0.300 20.7 207 33.2 0 332 0.30%S Floor - 2213710019 ft..Per. 19 0.481 33.2 631 0.0 0 0 Subtotals for Structure: 1,726 0 504 Infil.: Win.: 5.4, Sum.: 4.7 185 1.826 338 0.362 -101 67 Ductwork: 489 105 AED Excursion: Room Totals: 2,553 _1 101 694 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis H LLC L S ittleton, CO 801 125 Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 ■ Deta Room L -Ro 3 - Kitchen /Dinin (Aver Load Procedure) Page 14 General Calculation Mode: Htg. & clg. Occurrences: j Room Length: 20.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 280.0 sq.ft. Supply Air: 183 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.6 AC /hr Volume: 3,080.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 Actual Winter Infil.: 16 CFM Actual Summer Infil.: 13 CFM Item Area -U- Htg Sen Clg Lat Sen Des Quantity Value HTM Loss HTM Gain E - Wall- 12F -Osw 20 X 11 175 _ 0.065 4.5 785 0.7 _Gain 0 129 S - Wall- 12D -Osw 14 X 11 154 0.086 5.9 914 1.3 0 205 N - Wall- 12D -Osw 14 X 11 154 0.086 5.9 914 1.3 0 205 E - GIs -New Town Window shgc- 22.5 0.300 20.7 466 33.2 0 746 0.30%S E -GIs -New Town Window shgc- 22.5 0.300 20.7 466 33.2 0 746 0.30%S Floor- 20P -38 1 X 280 280 0.030 2.1 580 0.2 0 50 Subtotals for Structure: 4,125 0 2,081 Infil.: Win.: 15.5, Sum.: 13.3 528 1.826 964 0.362 -289 191 Ductwork: 1,206 638 AED Excursion: Equipment: 109 - - - - - - -- - - -- - - -- 0 1,20 Room Totals: 6,295 __ -289 4,219 !4 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM F vac - Residential & Light Commercial HVAC Loads — -- Elite Software Develo ] LLC ith & Willis HVAC NewTown Perrin's Row Plan 1 leton CO 80125 _ _ _Pa Detailed Room Loads -Room 4 - Livin (Average Load Procedu __ Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Item Description Htg. & clg. 1 276.7 ft. 1.0 ft. 277.0 sq.ft. 11.0 ft. 3,043.0 cu.ft. 2 2.2 occurrences: 1 Htg _ HTM System Number: 1 Lat Gain Zone Number: 1 5.9 Supply Air: 110 CFM Supply Air Changes: 2.2 AC /hr Req. Vent. Clg: 0 CFM Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 11 CFM Area Quantity -U- Value Htg _ HTM Sen Loss Clg HTM Lat Gain 152.1 0.086 5.9 903 1.3 0 89.1 0.065 4.5 400 0.7 0 152.1 0.086 5.9 903 1.3 0 17.8 0.350 24.2 430 7.7 0 30 0.300 20.7 621 33.2 0 Sen S - Wall- 12D -Osw 13.8 X 11 W -Wall- 1 2F-Osw 12.4 X 11 N - Wall- 12D -Osw 13.8 X 11 W - Door -New Town Door 2.7 X 6.7 W - GIs -New Town Window shgc- 0.3 0 %S Floor- 20P -38 1 X 136.7 Subtotals for Structure: Infil.: Win.: 13.0, Sum.: 11.1 Ductwork: AED Excursion: People: 200 lat/per, 230 sen /per: Room Totals: 203 65 203 137 995 136.7 0.03 _ 2.1 283 0.2 0 25 3,540 0 1,628 441 1.825 805 0.363 -241 160 1,030 371 64 1 200 230 5,375 -41 2,452 r7 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 ® - - Elite Software Development, Inc. New - rown Perrin's Row Plan 1119 Detailed Room Loads -Room 5 - PWDR - - - L v Load Procedure Pa a 16 - General — W - Wall- 12F -Osw 7.5 X 11 -- - _ C _ __ alculation Mode: Htg. & clg. Occurrences: 1 0.065 Room Length: 7.5 ft. System Number: 1 0.30%S Room Width: 5.7 ft. Zone Number: 1 42.5 Area: 43.0 sq.ft. Supply Air: 38 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 4.9 AC /hr Volume: 468.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 Actual Summer Vent.: 0 CFM Percent of Supply: 0 Actual Winter Infil.: 6 CFM Actual Summer Infil.: 5 CFM Item Area -U Description Quantity Value S - Wall- 12F -Osw 5.7 X 11 62.4 0.065 W - Wall- 12F -Osw 7.5 X 11 74.5 0.065 N - Wall- 12F -Osw 5.7 X 11 62.4 0.065 W - GIs -New Town Window shgc- 8 0.300 0.30%S 55 4.5 UP- Ceil- 16B -38 42.5 X 1 42.5 0.026 Subtotals for Structure: 20.7 166 Infil.: Win.: 6.1, Sum.: 5.2 207 265 Ductwork: AED Excursion: Room Totals: Htg Sen Clg Lat Sen HTM Loss HTM Gain Gain 4.5 280 0.7 0 46 4.5 334 0.7 0 55 4.5 280 0.7 0 46 20.7 166 33.1 0 265 1.8 76 1.2 1,136 1.824 378 0.362 359 1,873 - - -- 0 0 -113 -113 51 463 75 99 17 654 z Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM _ Fwvac- Residential & Light Commercial HVAC Loads Elite Software Development, I �6 Littleton, CO 80125 NewTown Perrin's Row Plan It 11 Page 171 [Detailed Loads - Room 6 - B - ( - A - veraae Load Procedu General 0.300 20.7 166 33.1 0 265 Room Length: 8.8 ft. System Number: 90 1.2 Room Width: 57 ft. Zone Number: Area: 50.0 sq.ft. Supply Air: 26 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 401.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent nfSuPply.: 8 % Ac Summer VenK.: 0 CFK4 1.259 Percent of Supply: O % Actual Winter |nfii: 3 CFM Item Area Description Quqq!�Y__ E'G|s'New Town Window shgc' 8 0.30%S UP-Ceil-188-38 5O.1 X 1 _ 50.1 Subtotals for Structure: |nfii: Win.: 3.4, Sum.: 2.9 116 Ductwork: AED Room Totals: Value HTM Loss HTM Gain Gain 0.300 20.7 166 33.1 0 265 0.026 1.8 90 1.2 0 80 806 O 431 1.828 212 0.382 -63 42 241 87 15 1.259 '63 575 Y:\ . \P|an 11 18 rhv Wednesday, November 20, 2013, 3:03 PM F Rhvac - Residential &Light Commercial HVAC Loeds Elite Software Development, Incmith & Willis HVAC LLC NewTown Pemn's Row Plan 111 ttleton, CO 80125 _ —_ _ _ Pap 18 Detailed Room Loads -Room 7 - Bedroom 2 (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 138.2 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 138.0 sq.ft. Supply Air: 76 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.1 AC /hr Volume: 1,106.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 Actual Summer Vent.: 0 CFM Percent of Supply: 0 Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Q uantity _ Value HTM Loss HTM Gain Gain E - Wall- 12F -Osw 11.2 X 8 64.4 0.065 _ _ 4.5 289 0.7 0 47 S - Wall- 12D -Osw 10.7 X 8 85.4 0.086 5.9 507 1.3 0 114 E - GIs -New Town Window shgc- 25 0.300 20.7 518 33.2 0 829 0.30%S UP- Ceil - 166 -38 138.2 X 1 138.2 0.026 1.8 248 1.2 0 165 Subtotals for Structure: 1,562 0 1,155 Infil.: Win.: 5.1, Sum.: 4.4 175 1.826 319 0.361 -96 63 Ductwork: 446 266 AED Excursion: 46 People: 200 Iat/per, 230 sen /per: 1 200 230 Room Totals: 2,327 104 1,760 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rh vac - Residential & Light Commercial WV-WC-Loads- Smith & Willis HVAC LLC Littleton, CO 80125 [Detailed Room Loads -Room 8 ■ Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 _ Page 19 - Master Bath (Avers e Load Procedure) General Htg Sen Clg Lat Sen Calculation Mode: Htg. & clg. Value Occurrences: 1 HTM Room Length: 5.5 ft. System Number: 1 5.9 Room Width: 11.3 ft. Zone Number: 1 34 Area: 62.0 sq.ft. Supply Air: 32 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC /hr Volume: 499.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM 0.026 1.8 112 Percent of Supply.: 0 % Floor- 20P -38 1 X 11.9 11.9 0.030 Actual Summer Vent.: 0 CFM 0 2 Subtotals for Structure: Percent of Supply: 0 % 1,034 0 Actual Winter Infil.: 4 CFM 1.827 246 Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S - Wall- 12D -Osw 11.3 X 8 90.6 0.086 5.9 538 1.3 0 121 W - Wall- 12F -Osw 5.5 X 8 34 0.065 4.5 152 0.7 0 25 W - GIs -New Town Window shgc- 10 0.300 20.7 207 33.2 0 332 0.30%S UP- Ceil- 16B -38 62.3 X 1 62.3 0.026 1.8 112 1.2 0 75 Floor- 20P -38 1 X 11.9 11.9 0.030 2.1 25 0.2 0 2 Subtotals for Structure: 1,034 0 555 Infil.: Win.: 4.0, Sum.: 3.4 135 1.827 246 0.364 -74 49 Ductwork: 303 111 AED Excursion: 19 Room Totals: 1,583 -74 734 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM F — Rh – vac - Residential &Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ -U Elite Software Development, Inc. NewTown Perrin's Row Plan Littleton, CO 80125 Clg Lat 1119 [-etailed Room Loads - Room 9 Pag 20 - Master Bedroom Average Load Procedures General HTM Gain — -1 Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 222.8 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 223.0 sq.ft. Supply Air: 98 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC /hr Volume: 1,783.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM 96 0.7 Percent of Supply.: 0 % W - GIs -New Town Window shgc- 35 Actual Summer Vent.: 0 CFM 725 33.2 Percent of Supply: 0 % 0.30%S Actual Winter Infil.: 5 CFM Actual Summer Infil.: 4 (FM Item Area -U Htg Sen Clg Lat Sen D escription _ Quantity Value HTM Loss HTM Gain Gain S - Wall- 12D -Osw 8 X 8 64 0.086 5.9 380 1.3 0 85 W - Wall- 12F -Osw 8.2 X 8 30.4 0.065 4.5 136 0.7 0 22 N - Wall- 12F -Osw 2 X 8 16 0.065 4.5 72 0.7 0 12 W - Wall- 12F -Osw 2.7 X 8 21.4 0.065 4.5 96 0.7 0 16 W - GIs -New Town Window shgc- 35 0.300 20.7 725 33.2 0 1,161 0.30%S UP- Ceil - 1613-38 222.8 X 1 222.8 0.026 1.8 400 1.2 0 267 Floor- 20P -38 1 X 15.2 15.2 0.030 2.1 31 0.2 0 3 Subtotals for Structure: Infil.: Win.: 4.9, Sum.: 4.2 Ductwork: AED Excursion: People: 200 lat/ ear, 230 sen /per_ Room Totals: Y:\ ... \Plan 1119.rhv 1,840 0 1,566 167 1.823 304 0.360 -91 60 508 341 58 1 200 230 2,652 109 2,255 Wednesday, November 20, 2013, 3:03 PM Rhvac • Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 — Detailed Room Loads - Room 10 - Hall (Average Load Procedure) ■ Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Paa e 21 ualculauon nmoae: Htg. & clg. Occurrences: 1 Room Length: 113.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 114.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.1 AC /hr Volume: 911.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 47 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 543 ft. /min. Percent of Supply: 0 % Runout Air Velocity: 543 ft. /min. Actual Winter Infil.: 6 CFM Actual Loss: 0.241 in.wg. /100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Send Description Q uantity _ Value Loss Gain Gain N - Wall- 12F -Osw 3.7 X 8 23.4 0.065 _H 4.5 105 _H 0.7 _ _ 0 17 V - Wall- 12D -Osw 22.3 X 8 178.6 0.086 5.9 1,060 1.3 0 238 N - GIs -New Town Window shgc- 6 0.300 20.7 124 33.2 0 199 0.30%S JP- Ceil- 16B -38 113.9 X 1 113.9 0.026 1.8 204 1.2 0 136 3ubtotals for Structure: 1,493 0 590 nfil.: Win.: 6.1, Sum.: 5.2 208 1.827 380 0.361 -114 75 )uctwork: 444 122 kED Excursion: 21 loom Totals: Y:\ ... \Plan 1119.rhv 2,317 -114 808 ,23 Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 S s I Room Load Summary ------ - - - -- Htg Room Area Sens No Name SF Btuh -- -Zone 1 - -- ® 1 Guest Entry 145 2 Laundry 41 3 Kitchen /Dining 280 4 Living 277 5 PWDR 43 6 Bath 2 50 7 Bedroom 2 138 8 Master Bath 62 9 Master Bedroom 223 10 Hall 114 Humidification Duct Latent 7,231 2,553 6,295 5,375 1,873 1,259 2,327 1,583 2,652 2,317 2,304 System 1 total _ 1,373 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 35,769 684 18x12 in. 484 ft. /min 0.020 in.wg - 514 _ -- _ - 15,811 - - - -- -1,352 __ 877 __ - - - -- 684 Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. ' Indicates duct sized with Rhvac's built -in duct sizing rather than with Manual D Ductsize. Cooling System Summary 1:7— Cooling Sensible /Latent Sensible Latent Total Tons _—Split_ __ Btuh Btuh Btuh Net Required: 1.32 109%/-9% 15,811 -1,352 15,811 Actual: 1.50 100%/0% 18,000 0 18,000 Equipment Data — Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SC2B060S17 -16 CA13NA018 * * * *(A,B) Indoor Model: CNPV *2417A * * +TDR Brand: Carrier 13 SEER PURON AC Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Natural Gas or Propane Furnace 92.1 AFUE 13.2 SEER 56000 ® n/a 18,000 Btuh Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Pa ge 22 Min Run Run Clg Clg Min Act Htg Duct Duct Sens Lat Clg Sys CFM S ize Vel Btu Btuh CFM CFM 148 8 1,660 -256 92 148 52 6 694 -101 39 52 129 7,7 4,219 -289 234 183 110 7,7 2,452 -41 136 110 38 4 654 -113 36 38 26 6 575 -63 32 26 48 7,7 1,760 104 98 76 32 5 734 -74 41 32 54 7,7 - 2,255 109 125 98 47 1 1-4 543 808 -114 45 47 7,231 2,553 6,295 5,375 1,873 1,259 2,327 1,583 2,652 2,317 2,304 System 1 total _ 1,373 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 35,769 684 18x12 in. 484 ft. /min 0.020 in.wg - 514 _ -- _ - 15,811 - - - -- -1,352 __ 877 __ - - - -- 684 Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. ' Indicates duct sized with Rhvac's built -in duct sizing rather than with Manual D Ductsize. Cooling System Summary 1:7— Cooling Sensible /Latent Sensible Latent Total Tons _—Split_ __ Btuh Btuh Btuh Net Required: 1.32 109%/-9% 15,811 -1,352 15,811 Actual: 1.50 100%/0% 18,000 0 18,000 Equipment Data — Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SC2B060S17 -16 CA13NA018 * * * *(A,B) Indoor Model: CNPV *2417A * * +TDR Brand: Carrier 13 SEER PURON AC Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Natural Gas or Propane Furnace 92.1 AFUE 13.2 SEER 56000 18000 n/a 18,000 Btuh n/a 0 Btuh n/a 4540727 (i � I Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac Residential &Light Commercial HVAC Loads Smith [Littleto CO 80125 Elite Software Development, Inc, Willis HVAC LLC NewTown Perrin's Row Plan 1119 _ Page 23 Building Rotat R eport _ -- All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called "Always u Auto f System Air Typ for Building Rotation Report." In dividual Rooms - -- -- - - -- - -- 0° 45° 90° 135 ° -- 180° 225° 270 315 High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name C FM -- -- CFM CFM CFM CFM CFM CFM CFM Size System 1: - Zone 1: 1 Guest Entry *148 148 148 148 148 148 148 148 8 2 Laundry *52 52 52 52 52 52 52 52 6 3 Kitchen /Dining *234 217 194 220 228 203 176 211 7,7 4 Living *136 115 110 117 133 125 110 130 7,7 5 PWDR *38 38 38 38 38 38 38 38 4 6 Bath 2 *32 29 26 29 31 26 26 28 6 7 Bedroom 2 *98 88 74 90 95 80 63 84 7,7 8 Master Bath *41 34 32 34 40 37 32 39 5 9 Master Bedroom *125 101 76 103 122 112 91 117 7,7 10 Hall *47 47 47 47 47 47 47 47 1 - -4 * Indicates highest CFM of all rotations. Whole Building Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 00 West *877 *15,804 * -1,350 *1.32 45 Northwest 780 14,065 -1,352 1.17 90 North 684 12,084 -1,356 1.01 135 Northeast 790 14,228 -1,351 1.19 180 East 851 15,337 -1,352 1.28 225 Southeast 786 14,163 -1,351 1.18 270 South 688 12,392 -1,355 1.03 315 Southwest 823 14,833 -1,352 1.24 * Indicates highest value of all rotations. c Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Fii — hva c - - -- Residential & Ligtij HVA . — — Smith & Willis HVAC LLC Littleton, CO 80125 Building Rotation Report (cont'd) __ ___ -_- -- Building Rotation Tonnage Elite Software Development, Inc. NewTown Perrin's Row Plan 1119 Page 24 1.4 t - ... ........... I ................... I ............ I ..... I ..... . I .............. .......... ........... 1.3t - - O 0 0 0 1.2 1.1 f - West Northwest North Building Net - - - - -- - -- -.-- - ---- —_ - -- — - — Northeast East Southeast South Southwest Direction Front door Faces YA ... \Plan 11 19.rhv Wednesday, November 20, 2013, 3:03 PM Rhvac - Residential & Light Commercial HVAC Loads — - -- - ■ Elite Software Development, Inc. Smith Willis H LLC NewTown Perrin's Row Plan 1119 Li ttleto n , CO 80125 125 - — - - - - Page 25 — - - - -- -- -- Building Rotation Report (cont'd) - — Building Rotation Hourly Net Gain 17,000x ... ............................... ......... 0 t 14,000 c rn c a g 13,000 0 11,000 t 8am 9am 10am 11 am 12 pm 1 p 2pm 3pm 4pm 5pm 6pm 7pm Tlme of Day ---0— Front door faces West ■ Front door faces Northwest — Q — Frontdoorfaces North --�— Front door faces Northeast —— Front door faces East --�— Front door faces Southeast Front door faces South -- Frontdoorfaces Southwest 27 Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Manual S, D, New Town Perrin's Row Plan 1119 EQUIPMENT: Furnace = Carrier Model 59SC2A060S17 -16 (60000 BTU) Air Conditioner = Carrier Model CA13NA018 * *'k *(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 sizes: inch, Airflow CFM, Velocity: ft. /min, Temperature Notes: Static pressure available values for return ducts are at the entrance of the duct. Forsupply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Number of active trunks: 13 040 40.000 Number of active runouts: 13 080 60,CA0 Total runout outlet airflow: 808 100-22 100,000 Main trunk airflow: 726 Ig at Largest trunk diameter: 16 ST -230 Largest runout diameter: 8 SR -190 Smallest trunk d iameter: 15.2 ST -270 Smallest runout diameter: 4 SR -120 p an external static pressure: _ - --- 0 - -- _- Supply fan device pressure losses: 0.260 Supply fan static pressure available: 0.540 Runout maximum cumulative static pressure loss: 0.383 SR -120 Return loss added to supply: 0.064 40 - 75 � - 39 Total effective length of return ( ft.): 226.0 Low Total effective length of supply ( ft ): 177.3 SR -120 Overall total effective length ( It.): 403.2 Low to SR -120 Desiqn overatl friction rate per 100 ft.: 0.134 (Available SP x 100 / TEL) Furnace Heat Rise Used 58 degrees on Program Hea%o CaW" and Bficmcy Input High Heat (6 040-10 40. 000 040 40.000 060 60,GC9 - 60,090 080 60,CA0 oeo -20 80,000 loo -1s 100.000 100-22 100,000 120 - 1^<O,OW oLjtpLr Ig at _, �enr, ( -) _ _ r'ertfied Tempmture Rise age R T (C) Hi g h Heat 65 (19-36) 35 - 65 (19-36) 40-70 ( 40 - 75 � - 39 40� 70 (2 - 39) — Y5 - 7 - 65 — (19-36) 40 - 7() =-39) 40 - 70 (22-39) 45-75 (25-42) Furnace Blower data a AIR DELI «RI - CFM (BOTTOM RETURN WrM FELT'ER) Evaporator Coil Static Pressure UNIT SIZE RETURN -AIR CONNECTION SPEED TAPS z MERNAL STATIC PRESSURE (IN. Yi. 0.1 0.2 0.3 0.4 0.5 0.6 0.7 D.8 0.9 1.0 040 -10 SIDE;'BOTTOM Black 1160 1120 1070 1020 965 905 835 765 695 630 Blue 970 944 905 865 825 770 715 655 585 515 Yelow 920 890 855 620 T70 720 665 600 545 465 Red 730 705 670 630 580 535 495 445 380 335 040 -12 SID&BOTTOM Black 1310 1255 1205 1150 1100 1045 985 930 870 805 Yellow 1215 1165 1120 1070 1025 970 915 860 800 740 Orange 1065 1030 1000 — §60 90 ---- U - 5 - B30 780 725 670 Blue 1005 980 950 920 B80 840 790 745 695 640 Red 750 740 720 700 670 640 615 585 550 500 060 -12 SIDEBOTTOM SIDE,-'BO'TTOM Black 1295 1265 1230 1195 1155 1 1110 1055 990 895 795 Blue 1035 1010 980 940 905 865 805 740 655 580 Yellow Red Black 965 760 1760 940 735 1705 915 703 1635 885 675 1575 855 630 1505 805 570 1430 750 520 1355 685 470 1270 610 405 1180 530 335 1090 060 -16 Yellow 1415 1400 1365 1335 1290 1240 1180 1115 1040 965 Orange 1065 1060 1050 1035 1010 975 940 890 835 770 Bbe 1010 1000 990 975 955 925 685 845 785 720 Red 770 745 730 710 6B5 660 625 585 545 500 080 -16 SIDE'BOTTOM Black 1600 1770 1735 1685 1630 7570 1495 1415 1330 1230 Yellow 1445 1430 1410 1385 1350 1305 1255 1195 1120 1045 Orange 12 1240 1 5 1200 11 11 1090 1 975 910 Blue 1090 1080 1060 1035 1010 970 930 885 835 765 Red 880 835 810 780 750 710 665 615 560 080 - BOTTOM or TWO -SIDES 3.4 Black 10 2235 2140 2050 1960 1860 1755 1650 1535 — 1 - 4 - 90 — Yelow 1720 1700 1670 1625 1570 1505 1435 1360 1275 1185 Orange 1515 1500 1480 1445 1405 1350 1290 1225 1155 1075 Blue 1150 1135 1105 1080 1050 1020 980 935 815 Red 945 915 885 860 835 805 770 720 670 610 100-16 SIDE?BOTTOM Black 1725 1700 1665 1620 1510 1445 1365 1265 1160 Blue 1500 1475 1450 1410 1266 1180 1095 1010 Yellow 1235 1215 1190 11 1330 60 P22.80 1075 1020 950 Red 1035 1006 915 825 770 715 650 575 100 -22 BOTTOM or TWO-SIDES 3.4 Black 2690 2595 2490 2390 2170 2050 1930 1810 1675 Yellow 2180 2145 209' 2045 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 1366 1360 1345 1330 1300 1265 1215 1155 1080 120 -22 BOTTOM or TWO -SIDES =--4 Black 2645 2545 2445 2340 2230 2110 1990 1810 1685 1580 Blue 2430 2355 2275 2185 2090 1980 1850 1700 1600 1500 Yellow 1850 1825 1795 1760 1705 1625 1540 1465 1380 1280 Orange 1610 1595 1575 1550 1500 1455 1405 1345 1270 1185 Red 1445 1430 1405 1380 1350 1315 1265 1215 1150 1075 PERFORIN ANCE DAT.-k (cont.) COIL STATIC PRESSURE DROP (in. N PURON and R -22 REFRIGER�,N - TS ® Standard CFM ' PI r9 � 1' 1'1 -' ��1' 1'1 1 1'1 f 1 1'1 • 1 1 1'1 � 11 1'1 : Pi • 1'1 f'Pf 1'1 MI A mm M�mm Mm 1 /'• 1 1�' 1 4 1 C • r Liir� 1 �� 1 r �__________ 1'•¢ 1 1 •r:i'�i Wir7fYfliiYC(i 1i• 1 'L• 1 •�• • • • i 1 1 • : /�. 1 1 / 12t 1®� 1 iC 1®1 1 1 r : ________ 1 t � 1 1. 1 1 • / It ��y������ W .' ��iYiG - mum 1 •1 � It�jl • � [ I � / 1 ______ • IC 1 1 ' • • 1 / M'.� UW 1 '1 1 / :1 1 :: i • [I�______ Cooling Data DETAILED COOLING CAPACITIES# EVAPORATOR AIR CONDENSER ENTERING All _..___ 75 (23.9) 85 (29.4) 95 (35) CFM EyyB F(`C) Capacity MBtuh Total System KW*' Cap MBtuh p y Total S Stem Sy em Capacity MBtuh Total Sy Total Sens# Total Sens# Total Sens# 57 (13.9) 20.79 10.51 127 19.89 1 CAI t Outdoor 18.93 9.83 1.58 • 62 (16.7) 19.09 12.93 1.27 16.24 12.58 1.42 12.21 1.59 525 63 (172)tt 17.84 12.55 127 17.02 12.19 1.42 16.15 11.82 1.59 67 (19.4) 17.53 15.32 1.27 16.74 14.95 1.42 14.57 1.59 72(22-2) 17.00 17.00 127 16.36 16.36 1.42 15.67 15.67 1.59 57 (13.9) 21.12 11.01 1.29 20.19 10.67 1.44 1919 . 10.32 1.61 62 (16.7) 1942 . 13.74 1.29 18.54 13.39 1.45 17.60 13.02 1.61 600 63 (172)11 18.17 13.32 1.30 17.32 12.96 1.45 16.43 12.58 1.62 67 (19.4) 17.93 16.44 1.30 17.12 16.06 1.45 16.30 16.21 1.62 72(22.2) 17.70 17.70 1.30 17.02 17.02 1.45 16.29 16.29 1.62 57 (13.9) 21.35 11.48 1.32 20.39 11.14 1.47 19.37 10.79 1.64 62 (1 61) 19.66 14.52 1.32 18.76 14.17 1.47 17.79 13.80 1.64 675 63 (172)tt 16.41 14.06 1.32 17.55 13.70 1.48 16.63 13.31 1.64 67 (19.4) 1828 18.11 112 17.55 17.55 1.48 16.79 16.79 1.64 72(22-2) 18.26 18.26 1.32 17.55 17.55 1 1.48 16.79 1619 1.64 Sensible Gain= 15810 BTUs AC Delivers 16150 BTUs 15810/16150 =.978 Or 2.2% over Item j VNue Mod el Standard Air Conditioner Model Number (Combined) CAI 3NA018' " "`(A,B)+CNPV*241TA Outdoor Model Number CA13NA019' —(A,B) Indoor Model Number CNPV`241TA' * -TDR Tradename 13 SEER PURON AC Outdoor Manufacturer CARRIER AIR CONDITIONING Indoor Manufacturer Description Comment Nominal Capacity Nominal Capacity High Speed Nominal Capacity Low Speed SEER SEER High Speed SEER Low Speed EER EER High Speed EER Low Speed Sound AHRI Reference Number Qualifying Tier Sensible Capacity Latent Capacity Compressor Warranty Coil Warranty Parts Warranty Labor Warranty Microprocessor Warranty SR- 170,6 ",26 CFM,Reg:10x4 SR -1 _00,7",38 CFM,Reg:10x4 Install Balancing Dampers on All Supply Runs NEWTOWN BUILDERS Upper Floor PERRIN'S ROW Plan 1119 SR- 240,7 ",38 CFM,Reg:10x4 roposed: Frame in ?x10" Duct in Mstr loset 1- 160,5 "X CFM,Reg:10x4 Page Size: Drawn : Approved: Date: Job Number: 33 i SR- 140,7",72 CFM,Reg:10x4 SR -150 7 ",72 CFM,Reg:10x4