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HomeMy WebLinkAbout3781 Depew Street, Unit Di CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y0J FE A Job Address: 3 2 %- S 1 - Permit Number: ?0/70 7619 ❑ No one available for inspection: -Time O 96)_0AM/PM Re -Inspection required: YesNo When correcti ns h ve been made, call for re -inspection at 303-234-5933 Date: e Inspector: M T i1 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201707698 PERMIT NO: 201707698 ISSUED: 09/26/2017 JOB ADDRESS: 3781 Depew ST D EXPIRES: 09/26/2018 JOB DESCRIPTION: Permit for remove/reinstall existing system (see 201401696) 3.0 KW Roof mounted grid tied PV system *** CONTACTS *** OWNER (303)709-6755 FAYE E CROWE LIVING TRUST 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 errmt. I further attest that I am legally authorized tonclude all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �__51L Signature of OWNER or CONTRACTOR (Circle one) Date 1 I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless must be made in writing and received prior to the date of expiration. An extension of no more than 18less of activity. Requests for extension days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any r applicable code or any ordinance or eulation of this jurisdiction. Approval of work is subject to field inspection. r 11 e , n ^ f Signature of Chief Building Official Date vj REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City of Date: rr �Wheat icl� e MUN[Ty DEVELOPMENT "g Plan/Permit# Building & Inspection Services Division 2 o 1 —1 � -I z 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application tit `l *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3781 Depew St Unit D, Wheat Ridge, CO 80212 Property Owner (please print): Faye Crowe Phone:--�-"" l Property Owner Email: 3 y --s - -T C) i - 0 S Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.Com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT BELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) R&R Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R a 3 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) X1:1 OWNER/CONTRACTOR SIGNA'T`URE 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 REPRESENTATIVE) of (OW4R) (CONTRACT OR}W PRINT NA_1IE: Tyler Ward ZONING COMMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY 9/21/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ _ ABBREVIATIONS ELECTRICAL NOTES INDEX LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET" �`���L��E oPMEi,,,T�� CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN BLDGALTERNATING LDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS APPROVED CONC CONCRETE OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS for Code ComD�iaace TYPE EC # 8041 C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM R_e_vwwed D DISTRIBUTION PANEL DC DIRECT CURRENT MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. PV6 ELECTRICAL CALCULATIONS CUTSHEETS ATTACHED EGC EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY -RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN - �J1e EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. Plan, Exjm1ner G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL �d °�The �se°r° Ko.°vw°rnwm� °' ro GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(6) ��,p,r°°L-SShall0 °`*op°" °�°'�°� a JURISDICTION NOTES GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER ofow�^Si""°rtheb""�"°todt�O�O,p�ay fie#mo °�YtY h ,Oka of camel Ow provisai'm GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES �aoto91 C,, + HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS ISC SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID-INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED POWER -CONDITIONING INVERTER. kW KILOWATT UL -LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. is for the remove/reinstall of MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED This permit (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL Existing equipment previously permitted on g NEC NATIONAL ELECTRIC CODE UL LISTED LAY -IN LUGS LISTED FOR THE BUILDING CODE. NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 201401696 ONLY NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. 01- ,1OC OCON CENTER RAIL. °f P BOARD9 MODULE FRAMES, NOSSHALL BE . aIN" LINES BONDED WITH EQUIPMENT ROUNDCONDUCTORS ev,�7�he PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. I VICINITY MAP PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR S SUBPANEL SHALL BE SIZED ACCORDING TO ART. SCH SCHEDULE 250.166(B) & 690.47. 1�2 SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS -` +tP� STC STANDARD TESTING CONDITIONS ;d SWH SOLAR WATER HEATER a Walmart TYP TYPICAL r Supercenler LON UNLESS OTHERWISE NOTED IMI OP UPS UNINTERRUPTIBLE POWER SUPPLY Super S Denver � ramous Dave's V VOLT Stapleton Legendary Pit Vmp VOLTAGE AT MAX POWER Bar-B-Oue & VOC VOLTAGE AT OPEN CIRCUIT W WATT _ E 35 -Th A4e -i 3R NEMA 3R, RAINTIGHT r Luther King Jr B!>>c REV BY DATE COMMENTS k # # k Maritr Luther King Jr BI 0 � L � R5 g �a � ro CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB -8025230 00 PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE CROWE FAYE NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL =�!, MNKEHOMES MD12S. CANADIAN SOLAR CS6P-250PX BENEFIT OF ANYONE EXCEPT IN WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 3781 D. DEPEW ST. LOT 23. 3.00 DC ROOF MOUNT PV SYSTEM ► �� '' 'solarCity PART IZ OTHERS OUTSIDE THE RECIPIENTIS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE CO 80212 � PRO,ECTMANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: S3Q3. J6755 COVER SHEET SHEET: REV: DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 PV 1 10/21/201 (888)-SOL-CrTY(765-2489)www.solarc2 PAYMENT TYPE: LEASE INVERTER: 1 (1) POWER -ONE # AURORA PVI-3.0-OUTD w e STAMPED AND SIGNED FOR STRUCTURAL ONLY Digitally signed by Srihari Raghavan Date: 2014.10.23 13:51:54 -07'00' WEST 38TH AVE PITCH: 15 ARRAY PITCH: 15 MP1 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shinqle STORY: Two Sto I FC;FNF) (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS DC DISCONNECT & WARNING LABELS 0 AC DISCONNECT & WARNING LABELS O JUNCTION BOX 0 DC COMBINER BOX & WARNING O DISTRIBUTION 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 Scale: 3/32" = 1' 01, 10' 21' W z V) CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE 44091 j PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: CROWE, FAYE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: N IRAJ NI SCH AL �\`!.• � �o�arCity ''%, FS ••.....••tib MARKET: N. HOMES ,`. 3781 D. DEPEW ST. LOT 23. 3.OKW DC ROOF MOUNT PV SYSTEM Digitally signed by Srihari Raghavan Date: 2014.10.23 13:51:54 -07'00' WEST 38TH AVE PITCH: 15 ARRAY PITCH: 15 MP1 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shinqle STORY: Two Sto I FC;FNF) (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS DC DISCONNECT & WARNING LABELS 0 AC DISCONNECT & WARNING LABELS O JUNCTION BOX 0 DC COMBINER BOX & WARNING O DISTRIBUTION 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 Scale: 3/32" = 1' 01, 10' 21' W z V) CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8025230 O O PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: CROWE, FAYE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: N IRAJ NI SCH AL �\`!.• � �o�arCity BENEFT OF ANYONE EXCEPT SOLARCITY INC., NOR STALL IT BE DISCLOSED IN WHOLE OR IN MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX 3781 D. DEPEW ST. LOT 23. 3.OKW DC ROOF MOUNT PV SYSTEM moi," ;,;S PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM NAME: 3055 Cleamew Way San Mateo, CA SHEET: REV: DATE: 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTENPACE PERMISSION OF SOLARCITY INC. PAYMENT TYPE: LEASE INVERTER: (1) POWER -ONE #AURORA PVI-3.0-OUTD 3 6 755 S ���, SITE PLAN T:(650)638-1028 F:(650)638-1029 PV 2 10/21/201 (888) -SOL -CITY (765-2489) www.solarcity.com STAMPED AND SIGNED FOR STRUCTURAL ONLY 4' MAX. BETWEEN FOOTINGS STAGGERED �2' TYP--- (E) 2x4 RAFTERS ® 24" SPACING nB FRONT VIEW OF MP1 Scale: 1/2"=1'-0" Digitally signed by Srihari Raghavan Date: 2014.10.23 13:51:43 -07'00' PV MODULE ZEP LEVELING FOOT HANGER BOLT ECOFASTEN FLASHING (E) COMP. SHINGLE (E) ROOF DECKING I,J"x4" LAG BOLT (2-1" EMBED, MIN) (E) RAFTER (--C-�)STANDOFF Scale: 1-1/2" = 1' (3) (2) (5) LOWEST MODULE SIDE VIEW OF MP T. CHORD: 2x6 @ 24" O.C. A SUPPORT: 2X4 WEBS, LBW SCALE: 1/4" = 1' MAX SPAN: 7'-0" (E) 2X6 TOP CHORD (E) 2X4 WEBS (E) 2X4 BOTTOM CHORD INSTALLATION ORDER JOB NUMBER: JB -8025230 00 (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. So�arCi+" '••,`• -+ 1. r s,� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH (3) INSERT ECOFASTEN FLASHING. pROJECTMANAGER: MOUNTING SYSTEM (4) PLACE FLASHING BLOCK. SOLARCITY SLEEKMOUNT SYSTEM CFTALL LAG BOLT WITH SEALING WASHER. PAGE NAME: S3�A�6755 STRUCTURAL VIEWS 9aaoz SHEET: REV: DATE x:(650) 638-1028 F:(6s0) 638 1029 PV 3 10/21/201 (888) -SOL -CITU (765-2489) www.solarcity.com (6) INSTALL LEVELING FOOT WITH WASHER AND NUT. Cary of W .., heat R�d9e CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT USED FOR THE JOB NUMBER: JB -8025230 00 PREMISE OWNER: AHJ: wheat Ridge DESCRIPTION: CROWS, FAYE NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRA) NISCHAL ■ MARKET: N. HOMES MODULES: 12 CANADIAN SOLAR CS6P-250PX BENEFIT Of ANYONE EXCEPT SOLARCITY INC., E NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 3781 D. DEPEW ST. LOT 23. 3.OKW DC ROOF MOUNT PV SYSTEM So�arCi+" '••,`• -+ 1. r s,� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH WHEATRIDGE, CO 80212 pROJECTMANAGER: MOUNTING SYSTEM THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOLARCITY INC, PAGE NAME: S3�A�6755 STRUCTURAL VIEWS 9aaoz SHEET: REV: DATE x:(650) 638-1028 F:(6s0) 638 1029 PV 3 10/21/201 (888) -SOL -CITU (765-2489) www.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) POWER—ONE # AURORA PVI-3.0—OUTD GROUND SPECS #8 GEC TO (E) UFER AT P WITH IRREVERSIBLE CRIMP 100A/2P TO (E) DISTIBUTION PANEL UNIT 6 OOA/2P PANEL UNIT C OOA/2P (E) 400A MAIN SERVICE PANEL E 400A LPN—R FUSED MAIN DI Panel Number: Meter Number: MILBANK Meter Socket (E) LOADS CT GENERAL NOTES Inv 1: DC Ungrounde CUTLER—HAMMER Disconnect INV 1 – ! (1)POWER–ONE AURORA PVI-3.0–OUTD–S–US–Z–A LABEL: A FCI Inverter: igbee 3000W, 240V, 96% INV 2 INV 3 ADJUST MIN. ACTIVATION VOLTAGES! Inverter 1 PAR POWER—ONE JAURORA PVI-3.0—OUTD—S—US—Z—A [F_ 240V 20A/2P Sdfl GND––––– — – – – –– EGC 1 I r------------------ -------- ------------GEC -- I I I I I I I I , I I I I TO 120/24 -OV BOND (N) #8 EGC/GEC TO (E) SINGLE PHASE UFER OR (E) GEC IN UTILITY SERVICE PANEL WITH IRREVERSIBLE CRIMP PER ART. 250.64(C) )�(1)SEMENS # Q220 PV BACKFEED BREAKER Breaker, 20A/2P, 2 Spaces City of heat Ridge `ildig9 Divisor' AC Meier )MILBANKSo# U4801–XL-5T9 cket; 200A, #6-350, Ringless –(3)MILBANK Y K4977–INT Load–Side Tap Connector; 100A, #12 – 1/0 AWG �(1)CUsconnHAMMER / 40VccUR8 Disconnect; 30A, 240Vac, Non–Fusible, NEMA 3R – (1)CUTLER–HAMMER / DG03ONB Ground/Neutral It; 30A, General Duty (DG) (1 )AWG #10, THWN-2, Black –( 1) AWG 16, Solid Bare Copper GEC O (1)AWG #10, THWN-2, Red (I )AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC –(I) AWG #10, THWN-2, Green EGC – ( i ) Conduit Kit; 1" PVC, Sch. 40 EGC MODULE SPECS —(12)CANADIAN SOLAR # CS6P-250PX PV Module; 250W, 229.6W PTC, 40mm, Black Frame, MC4, ZEP Voc: 37.2 Vpmax:30.1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER SolarCity A (1)Conduit Kit; 3/4" EMT VSE T 8C led DO, DO NOT ADJUST MIN. ACTIVATION V TAGE DC= – – – 1 Stnnq(s) OI6 On MP 1 EGC --–– – – – – –– J DC+ � NOT ADJUST MIN. ACTIVATION VTACE DC- 1 String(s) Of 6 On MP 1 EGC A (1 ) SolarCity ;;yy 4 STRING JUNCTION BOX 2x2 SIYRMGS, UNFUSED, GROUNDED – ( 1) Wire Or Metal Gad Cable; MC IQ/3 w/G 75degC (1) AWG #10, THWN-2, Black Voc* = 181.46 VDC Isc = 8.87 ADC (2) AWG #10, PV WIRE. Block ( 5 J (1) AWG 110, THWN-2, Red Vmp = 180.6 VDC Imp= 8.3 ADC O Ise r (1 ) AWG #10, Solid Bare Copper EGC �J (1) AWG #10,. THWN-2, Green EGC Ii JJ 2 (2) AWG #10, PV WIRE, Black O I -nl– (1) AWG #101 Solid Bare Copper EGC – (1) Wire LLJJ Metal Clad Cable; MC 10/3 w/G 75d C or V�c* = 181.46 VDC Isc = 8.87 ADC 4 (1) AWG #10, THWN-2, Black Vmp = 180.6 VDC Imp= 8.3 ADC – (1) AWG #10, THWN-2, Red –(1)AWG #10, THWN-2, Green EGC CONFIDENTIAL – THE INFORMATION HEREIN TO (E) I �J CONTAINED SHALL NOT BE USED FOR THE DISTIBUTION MARKET: MODULES: PANEL 3781 D. DEPEW ST. LOT 23 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN UNIT D I I I I 1 PART OTHERS OUTSIDE THE RECIPIENTS I I I _ J I EGGiGEC PROJECT MANAGER: MOUNTING SYSTEM: I MATTHEW BRIGGS %I c%5 LI – 1 I – cEcl J 400A FUSED DISCONNECT #8 JUMPER NVERTER: 1 (1) POWER—ONE # AURORA PVI-3.0-01JTD I TO 120/24 -OV BOND (N) #8 EGC/GEC TO (E) SINGLE PHASE UFER OR (E) GEC IN UTILITY SERVICE PANEL WITH IRREVERSIBLE CRIMP PER ART. 250.64(C) )�(1)SEMENS # Q220 PV BACKFEED BREAKER Breaker, 20A/2P, 2 Spaces City of heat Ridge `ildig9 Divisor' AC Meier )MILBANKSo# U4801–XL-5T9 cket; 200A, #6-350, Ringless –(3)MILBANK Y K4977–INT Load–Side Tap Connector; 100A, #12 – 1/0 AWG �(1)CUsconnHAMMER / 40VccUR8 Disconnect; 30A, 240Vac, Non–Fusible, NEMA 3R – (1)CUTLER–HAMMER / DG03ONB Ground/Neutral It; 30A, General Duty (DG) (1 )AWG #10, THWN-2, Black –( 1) AWG 16, Solid Bare Copper GEC O (1)AWG #10, THWN-2, Red (I )AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC –(I) AWG #10, THWN-2, Green EGC – ( i ) Conduit Kit; 1" PVC, Sch. 40 EGC MODULE SPECS —(12)CANADIAN SOLAR # CS6P-250PX PV Module; 250W, 229.6W PTC, 40mm, Black Frame, MC4, ZEP Voc: 37.2 Vpmax:30.1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER SolarCity A (1)Conduit Kit; 3/4" EMT VSE T 8C led DO, DO NOT ADJUST MIN. ACTIVATION V TAGE DC= – – – 1 Stnnq(s) OI6 On MP 1 EGC --–– – – – – –– J DC+ � NOT ADJUST MIN. ACTIVATION VTACE DC- 1 String(s) Of 6 On MP 1 EGC A (1 ) SolarCity ;;yy 4 STRING JUNCTION BOX 2x2 SIYRMGS, UNFUSED, GROUNDED – ( 1) Wire Or Metal Gad Cable; MC IQ/3 w/G 75degC (1) AWG #10, THWN-2, Black Voc* = 181.46 VDC Isc = 8.87 ADC (2) AWG #10, PV WIRE. Block ( 5 J (1) AWG 110, THWN-2, Red Vmp = 180.6 VDC Imp= 8.3 ADC O Ise r (1 ) AWG #10, Solid Bare Copper EGC �J (1) AWG #10,. THWN-2, Green EGC Ii JJ 2 (2) AWG #10, PV WIRE, Black O I -nl– (1) AWG #101 Solid Bare Copper EGC – (1) Wire LLJJ Metal Clad Cable; MC 10/3 w/G 75d C or V�c* = 181.46 VDC Isc = 8.87 ADC 4 (1) AWG #10, THWN-2, Black Vmp = 180.6 VDC Imp= 8.3 ADC – (1) AWG #10, THWN-2, Red –(1)AWG #10, THWN-2, Green EGC CONFIDENTIAL – THE INFORMATION HEREIN JOB NUMBER: J B- 8 0 2 5 2 3 0 00 PREMISE OWNER: AHJ: Wheat Ridge CONTAINED SHALL NOT BE USED FOR THE CROWE, SAYE MARKET: MODULES: BENEFIT OF ANYONE EXCEPT SOLARCITY INC., 3781 D. DEPEW ST. LOT 23 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR CS6P-250PX PART OTHERS OUTSIDE THE RECIPIENTS WHEATRIDGE, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOLARCITY INC. s30R6755 PAYMENT TYPE: LEASE NVERTER: 1 (1) POWER—ONE # AURORA PVI-3.0-01JTD DESCRIPTION: DESIGN: NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL 3.OKW DC ROOF MOUNT PV SYSTEM PAGE NAME: SHEET: REV: THREE LINE DIAGRAM PV 5 DC Voc* = 181.46 VDC Isc = 8.87 ADC Vmp = 180.6 VDC Imp= 8.3 ADC Voc* =181.46 VDC Isc = 8.87 ADC Vmp = 180.6 VDC Imp= 8.3 ADC SolarCity �- 1 3055 Clearview Way San Mateo, CA DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 10/21/201 (888) -SOL -CITY (765-2489) www.solarcity.com 1. Conductor Sizing per Art 690.8(B)(1) a. Conductor must hove 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(6)(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(8)(1) a. Conductor must hove 30 deg. C ampocity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(8)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All 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(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. ------------------------------------------- 6. OCP Sizing a. Round up to next size per Art 240.4(8) 7. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of 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. Inverter 1: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B- 80 2 5 2 3 0 00 CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MARKET: MODULES: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 CANADIAN SOLAR # CS6P-250PX PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: INVERTER: PERMISSION OF SOLARCITY INC. LEASE (1) POWER -ONE # AURORA PVI -3.0 -OU ELECTRICAL CALCULATIONS Module: 12 Canadian Solar CS6P-250PX-BF 227.6 Inv Power WPTC Voltage Drop Calculations Version 5_8.0 Vdrop = Imp) * 2 * Length) * Resistance / Vmp) I Imp (A) Max. Length (ft) Wire String: 1 8.3 15 AWG_10 at Max Ave Hi:89 deg F Vdrop = 8.3 * 30 * 0.001240hms / 161.90016 0.19 Branch: 1 8.3 60 1 AWG -10 at Max Ave Hi:89 deg F Vdrop = ( 8.3 * 120 * 0.001240hms) / 161.90016 0.76 Total voltage drop in DC conductors = 0.95 Inverter: 8.3 35 1 AWG -10 at 240V Vdrop = (8.3 * 70 * 0.0012 Ohms / 240 V 0.2905 Combined:1 0 1 0 1 AWG -10 at 240V Inverter 1: 1 Power -One PVI -3.0-S AFCI 0.96 3300 2621.95 Module: Inverter 2: Module: Inverter 3: Module: I i i Inverter 4:1 1 1 1 Total: 12 Modules Total Inv Pwr: 3300 2621.95 PTC Photovoltaic Module Electrical Specifications: Total STC:j 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:1 -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 35 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 Tv oc data Branch Circuit Type A 1 way wire length: 60 Power -One PVI -3.0-5 AFCI Voc Correction Factor: 6 Canadian Solar CS6P- 50PX-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 1 -way wire length: Icont= 11.09 Art690.8(A)(1) 1 strings per branch 1 6j modules per series string Voc= 223.2 V Vmp= 180.6 V Isc= 8.87 A Imp= 8.3 A (cont= 11.09 A 1 strings per branch 2 61m dules 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: AWG 10 PV Wire Icont * 1.25 = (Amps) 13.86 conductor 1 Conductor 2 30 deg C ampacity = 401 F Icont * 1.25 = (Amps) 30 deg C ampacity = 13.86 13.86 401 40 1.b Icont= (Amps) 11.09 2.b Icont= (Amps) 11.09 11.09 Start ampacity 40 40 40 Temperature derate (%=F) 0.76 Start ampacity 0.76 0.76 Conduit fill derate (%_#) 1 Temperature derate (%=F) 0.8 0.8 Derated ampacity 30.4 Conduit fill derate (%_#) Derated ampacity 1.c 1 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) OCP Size = 13.85 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= (cont = # of inverters*max inverter current Art 690.8(A)(1) vii Icont = (Amps) Icont = 14.5TA 3.a Icont * 1.25 = (Amps) OCP Size = 18.12 Art 690.8(B)(1) Art 240.6(A) 20 3.b Conductor: 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) 14.5 4.b Conductor: AWG -10 THWN-2 at 90 deg C: Table 310.16 Start ampacity Temperature derate (%=F) (cont * 1.25 = (Amps) 30 deg C ampacity = 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 35 PREMISE OWNER: AHJ: Wheat Ridge CROWE, FAYE 3781 D. DEPEW ST. LOT 23. WHEATRIDGE, CO 80212 S3osZ. X6755 DESCRIPTION: DESIGN: NEW TOWN BUILDERS PERRINS ROW COV NIRAJ NISCHAL 3.OKW DC ROOF MOUNT PV SYSTEM PAGE NAME: SHEET: REV: ELECTRICAL CALCULATIONS PV 6 ,. NQ ,SolarCity. 1 3055 Clearview Way San Mateo, CA DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 10/21/201 (888)-SOL-CrrY (765-2489) www.solarcity.com Label Location: Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) W, Per Code: - NEC 690.14.C.2 Label Lo tion: PHOTOVOLTAIC (AC) SYSTEM Label Loca n: _. i , !; (AC) (POI Per Cod NEC 691.14.C.2 La I Location: (A ) (POI) r Code: EC 690.54 Label Location: ;h (AC) (POI) _ - Per Code: ��- NEC 690.17(4) �_ a I vai p; of V�ieat Ridge on Label Location: (POI) Per Code: NEC 690.64.B.4 PHOT9VOLTAIC SYSTEM CQf4NECTED Label Location: (DC) (INV) Olbb� CJI Ali .raai Per Code: yiY v Qlou ,� -�ov� NEC 690.53 DfC I z 1R TO BE USED WHEN = INVERTER IS UNGROUNDED Label Lo tion: PHOTOVOLTAIC (AC) SYSTEM Label Loca n: _. i , !; (AC) (POI Per Cod NEC 691.14.C.2 La I Location: (A ) (POI) r Code: EC 690.54 Label Location: ;h (AC) (POI) _ - Per Code: ��- NEC 690.17(4) �_ a I vai p; of V�ieat Ridge on Label Location: (POI) Per Code: NEC 690.64.B.4 PHOT9VOLTAIC SYSTEM CQf4NECTED (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 3055 ��!� 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, S C - C O X C E L Label e I S e L � ++�SolarCity. T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ,t (888)SOL-CM(765-2489) www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label Location: (DC) (INV) Per Code: �-- NEC 690.35(F) DfC I z 1R TO BE USED WHEN = INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 ��!� 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, S C - C O X C E L Label e I S e L � ++�SolarCity. T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ,t (888)SOL-CM(765-2489) www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 4' CITY OF WHEAT RIDGE Building s cti Division 03 3 Inspection !in (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection :, Address - Permit 1t a er: t' ® No one available for inspection. Time,, ¢ ; AM/PM Re -Inspection required: Yes o When corrections have .been made, cell forge- nape$00on "t 303-234-5933 Date- inspector: ♦� 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 Address: • ° as above City, State, iip.__ Complete all information on BOTH sides of this form Installation of id -f lea P 3 KW system, flush mounted to roof. RMS S . FULF Stu's Gallons X ......... Csv..mamant+ nth sr 3781 "DAP Depew Street 201401696 3M cwaNiew way, sm (aw-1 -(, (766� 8 Lot 23 CommunitV - 3ob # 8025053 CONTENT Page # Cover Letter I Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure & P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Structural Framing Analysis 6 Note. per IBC 1613.1; Seismic check is not required because Ss = 0.224 < 0.4g and Seismic Design Category (SDC) = 8 < D 3781D Depew St., Wheattidge, CO 80212 Latitude: 39.769IS3, Longitude: -105.05MI, Exposure Category: C �} Sle @IGM(1ui"4t�`�" v U . . "T"; ,b w,a tW:s' ', Y :1 �, ` 1 �'�ati,; t n J1 1 ,n.. tl ll3.. �:: 1 1 \l j \ \ c,J'vi ttiv}?,' t t ��u`�S;`� ^ Y� }ti j s \'�1 i , ) `. Tile Attachment S em Tile R oofs On ILIA Spi�niic exits �� ��� ..'yy t l Minimum Sarre End Setback 1210 1. , a • :w::... � it,., . i�: \} 3,t , .l�u tl U � � S Y 1 5 } 1 ::� \ t1ti: 1 , „11 } } "l � � 1 �\ 's, � 11 \t\ '. t i } > t Y 1 1 '.: c i �., � 1 \ll .. # milli FIRM ir Y N F w .sna P ressure * r �E xp o su r e too m 6 : 'Wind Directionality Factor n " a 20.6 vsf N F w .sna r. 2x4 Miscellaneous Miscellaneous Ite • a Surfa C 6iwd a umiMU to S uq r u�uMidih a of AWN tround Snow Load �+ � Ao-of----- NA E RE ffi E a@ lSn ow Thermal Factor w. l #i psf Surfa C 6iwd a umiMU to S uq r u�uMidih a of AWN Ao-of----- NA E RE ffi E a@ gi :. Solar! tty Truss. G3 3055 CILarview Way Noje tNanw: 8025230 C: "r 1fY1 19c?sie5li fic +laaldossSrmI Satz Mateo, CA 94402 msipler, J Santiag93 Truss, (888) 765 2489 Daw t0 2212014 :47A PI4 Vc�15z4ss1: 5.5 [Build 10] N e: R of I SPan Pitch tray 4)131,. 01JR C "ANT'L C`:A1�TR PLYS '- piCarg W('r7.I"t.l" 14 -0-0 5, 1 0 -13 -0 1 -3 -0 0 -0-0 0 - €-0 I 24 in 156l 0 ... .. .........._ , ........ - ...,.....- ,,.... -.... ... . . _.... 4 -11.10 41110 f. 9�4 70.12 ...,. . -_- 1-3-0, 5"3.2 _ 1t 2 -t2 R 2.5 2L 2.0 26 -11.4 34 -0.0 9 -5x3$ 19 i E 1 ... t 4 r _. -. ry 5 i U71 534 L 3'!41 ' 3x91 4 .,. -.... + .....�, r . � r 3 ., E ,,,,.�„ .3Xa � �. � ", i � 2 IE 1 @ ..... aX- 5 ... 5f w� 14 13 315)(7 -'S8` 1x4- 6X14" 9,4X3] 1,250 1 O-0-0 2 -0.0 2.0-O 5.3.2 4 91 1Q .. a'35 10 A 13 !Y1 6-'3+$ 7.1-12 :r:3.2 9Q -2 -92 1,&2-6 ..._..- _i�'c -{. �. .......... 26-11-4 .. ...... -... Loading General CSI Summary Deflection 1G? (We) Allowed I'mi 4 "0 amr, Cs+a0e=a WC NOW 'DC. Who (1- `Vbi Ti,: 0a 76 exl 3:,1514 12 Lt M It OfSn"'.(N) ' ;ail Pxi TPI1.20117 i5C. 091681 -12) 5£tl t.Td: 0.92 in taX119 12 L1240 lintn;kli R'p' 1. V, j "tiff WO 01x (h46d W. 7T.: 0, I9 to 10 8011,` 0 D'04- !x4+% CM FA'o't, h,ca 1,5 HCU1.: Pig, 0441, t7sBt.Rb,A,taip7: (1:419,5 -744 I;;1 1;23 i2,3.3,1P,) { #thh " # -d 3,00} (oat- !"« „t:3,7 i.} t9:1- 212.3 2 ,1 i.d tr'i;U4n,1 "7,18,1 (T- Ofi(;J 13,5 01426.0,1O.D {pat;? ,p- g.ta.y ii t.P 1,.,;? -W „00 6i2o141,314,t3.1 @13:1- k:,a4t,c1¢A 3t1 °.1732.3- N,tt.� {is, i -I2, g- fd.4F.} td h.Fk~Ci,R- !3 " +hb it 7'10-013.&W Reaction Summary IT 1*o am Ovbo IfD 3Aidth LSJ4OW ii d M %ftt4l I&K Ri3'kS ktu Ca5"ay tx It 61 t I'm d19`auf 3 13 i. Sw d t x4 ai 5,613 lbx - ,. 0 it, 314 H PMl OvAi! 1 !,5 in Sn d 2.794, 1,777 lf" 0 R,, Material Summary Bracing Summary TV 5PP ;24(W2 0 2 S 4 C%C�PC E TC` Bming wSheAhol tlrhatw1 M 24-4l, Nfli. de,ipi by`£�3➢m 7-3 SI RI 2.1(O'Fx 2 % 6 W, SPP 24O012A 2 x 4 -'W, 13C 9naaarg4 R1x91a3zcxA eer Pudzne Dfr Pudnx r!t'alggz gsyC.khrrx. 1(1..12 4f F'1b50n -i 2 4 S }GdSA SPP� Snad 2 k. 4 S.` "''pv 2 -k7 SPi V,501,i ?a 4 1442 5f'f PCoStlti.5 2, 4 6 -11 aiPFQ 2 .. 4 n. SP2'92. 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WHERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING PV SITE PLAN PV3 STRUCTURAL MEWS BL BLDG CONC BUILDING OF THE HAZARDS PER ART, fi90.17, PV4 STRUCTURAL VIEWS TYPE EC 8041 C CONCRETE 2, EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM D COMBINER BOX DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED ELECTRICAL CALCULATIONS PVC E C DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5, CUTSHE ATTACHED EC EQUIPMENT GROUNDING CONDUCTOR 3 . A NATIONALLY— RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE NTH ART. 110.3. G SOLAR GUARD METER 4, CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) JU NOTES GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NO 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 C. ALL WIRES SHALL BE PROVIDED ; WITH STRAIN INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES A Isc SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1, THIS SYSTEM IS GRIDINTERTIED 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 & ALL EXPOSED METAL PARTS (MODULE FRAMES, 4, SOLAR MOUNTING FRAMES ARE TO BE GROUNDED (N) NEW FAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5, ALL WORK TO BE DONE TO 2009 INTERNATIONAL. NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE BUILDING CODE. NIC NOT IN CONTRACT PURPOSE, POSTS SHALL BE MADE G. ALL ELECTRICAL WORK SHALL. COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2011 NATIONAL ELECTRIC CODE. OC ON CENTER RAIL. P PANEL BOARD 9, MODULE FRAMES, RAIL, AND POSTS SHALL BE PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL, PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR ! V ICINITY S SUBPANEL SHALL BE SIZED ACCORDING TO ART. 1 SH SCHEDULE 250.166(8) & 690.47, *w SS STAINLESS STEEL SD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS ��' (Tl> rM. SWH SOLAR WATER HEATER walmarl TYP TYPICAL 1 1 F , lHop ",s raT2€ LION UNLESS OTHERWISE NOTED w UPS UNINTERRUPTIBLE POWER SUPPLY Sup l 8 Denver V VOLT:. Stapleton 0,, Legendety Pit .n.r.� Vp VOLTAGE AT MAX POWER Br "B t1a mr Vac VOLTAGE AT OPEN CIRCUIT w W WATT E 35th A y. r 3R NEMA 3R, RAINTIGHT Y q" 1 ut hw inn Jr Owl REV BY DATE COMMENTS 0 DENTIAL — W A SH. NOT USM FOR 'ME C%T SHAD . B- J � 8025230 CEO W Ridgy CROWE, FAYE NEW TOWN BUILDERS PERRINS ROW CON NIRAJ NISCHAL S I ty EXCEPT MtOU OR NOR SHAD. N. HOMES 12 CANADIAN SOLAR CS6P -50PX 3781 D. DEPEW T. LOT 21 3.OKW C ROOF MOUNT PV SYSTEM �►; PART TO U oU THE � rs ZA w EXfPT IN C C 111TH Cfi c sr WI.IEATRIDGE CO 8021 k 3055 etearview Way San to CA TW SAU AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM P N ' T. REV: , "402 DATE. SM,ARCI EQLNP T, W T THE WTVEN PEWSSION OF CITY W. PA (1) POWER AURORA PVI- 3.0 655 S 7 COVER SHEET PV 1 T.(650) 633 -1028 F :(650) 638.2025 /'201 ( )• . 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O YM3N a !_ AQ6Z ` 3 O �y tZZ.ft / YyYH- (0)WOSZ IW aid dAW 319SWA3M HIM 13Wd All3ltl SAY 0/1 - Zt1 t ' t 1 -Paa1 m3t -t t. 6tY1(£) " 3O 43S M 030 (3) 80 NW 3SYHd 3 tONiS (3) 01030/303 9f (N) ONOO AOYZ/OZt 01 t� a� t� M � t , R ��r I 0 Nil NOES s" (3) 0 t � Mwal t } O() r r3Z/1 t O to d torw W kyo 19 MA M f M w w T 4D n SM0 8313tiN3 SON1 NM OHS 38V dwi 1 O * * zt t� a� t� M � t , R ��r I 0 Nil Mwal torw W kyo 19 MA M f M w w T 8313tiN3 SON1 NM OHS 38V dwi 1 * * zt _4- w. r�+ man .• ! w. ... E .. . .... _-..... �� _ • • • w • w• w • R r I. uona ctor �iztna D er Art CtVQ T a. Conductor must have 30 deg, C an- ocity >= 125% of continuous current per Art 15.2(A)(1). . Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16), W. Conductor must have (after corrections for conditions of use) >-- ww ww #ww T otal - , ww CALCUL Voltaue Drov Calculations Version 58,0 Total w ww�­ * e w Sw 9 w a w fi •* w * Art 690.8 w • •. wIT In current per Art ZID�ZkA)kl). w w w • fi � c o n t inu ous current pe T ab l e 31 0.15 ( 8 )( 16 ). fi 1 way wire length= Imp: Art 690 8(A)(1) A TV= ! •. w continuous current*t�5, All jnwter output terminations ore rated at 18A2 : A w w. 7Y iDin, (MCP size = CALCUL Voltaue Drov Calculations Version 58,0 Total w ww�­ * e w Sw 9 w a w fi •* w * Art 690.8 w • •. wIT In current per Art ZID�ZkA)kl). w w w a . Conductor must h• - ( after R • for • • • � c o n t inu ous current pe T ab l e 31 0.15 ( 8 )( 16 ). fi 1 way wire length= c, Evaluate conductor temperature at terminations per Art 110.14(C). Art 690 8(A)(1) w • Ampocity of wire deroted for'conditions of termination must be >= fi R tfi alp *fi! * I *• 4.a lcont "1,25 (Amps) continuous current*t�5, All jnwter output terminations ore rated at 18A2 Max String Size�i 7Y iDin, (MCP size = I -way wire w 20 Art 240.6(A) 4.15 Conductor: JAWGJO THWN -2 at 90 deg C: Table 310,16 cont * 1.25 = (Amps) µii' 18.12 30 deg C apacity - d t" 1 4. {:' N. HOM a e • {•• c a ! w. .w ♦ ww • w w r 1* r Start ampacity ! 4 ::• SOLARCITY S(EEKM S YSTEM Temperature derate ( %=F) i jjj AU RORA Conduit fill Berate ( % = #) w Start a mpacity li Con x w l * 08 * * fi � M # w'w , 0 * w ♦ w w w Service Voltage= � r RLi� fi 1 way wire length= lcont = # of inverters *max inverter current Art 690 8(A)(1) w • fi R tfi alp *fi! * I *• 4.a lcont "1,25 (Amps) � 18A2 Max String Size�i Art 690.8(B)(1) (MCP size = I -way wire w 20 * 08 * * fi � M # w'w , 0 * w ♦ w w � Service Voltage= � r RLi� fi 1 way wire length= lcont = # of inverters *max inverter current Art 690 8(A)(1) w • fi R tfi alp *fi! * I *• 4.a lcont "1,25 (Amps) � 18A2 1 Art 690.8(B)(1) (MCP size = 20 Art 240.6(A) 4.15 Conductor: JAWGJO THWN -2 at 90 deg C: Table 310,16 cont * 1.25 = (Amps) 18.12 30 deg C apacity - rw i i ! ifi N i 1 4.c lcont = (Amps) w. .w ♦ ww • w w r 1* Start ampacity w ww w II w o w fi de C ampa x loont= (Am Tem Start ampacity III Con duit w" + «w w ♦ . * w. PV Wire PV Wire Conductor t Conductor "• w fi Combined Inverter au ut Service Voltage= �fi4irli fi 1 way wire length= lcont = # of inverters *max inverter current Art 690 8(A)(1) lcont = Amps 4.a lcont "1,25 (Amps) 18A2 1 "• w fi Combined Inverter au ut Service Voltage= Total Inverter Power= 1 way wire length= lcont = # of inverters *max inverter current Art 690 8(A)(1) lcont = Amps 4.a lcont "1,25 (Amps) 18A2 1 Art 690.8(B)(1) (MCP size = 20 Art 240.6(A) 4.15 Conductor: JAWGJO THWN -2 at 90 deg C: Table 310,16 cont * 1.25 = (Amps) 18.12 30 deg C apacity - 4(} 4.c lcont = (Amps) 14,5 Start ampacity 40 Temperature derate ( %=F) 0.91 Conduit fill Berate ( % = #) I 1 4.d lcont * 1.25 ME III _911191M 11a ,411 NAE ELECT ` ° NI RAJ NI aCHAL -► N . 3055 Ceamew Way San Mateo, CA I - { 638-10 P(650) 638-1029 PV 6 10/21/201 , nae { t6e�z -s9�) -��� -teas) 6ZOe- K9(OS9)3 ezOI SWOS9)l 4 y (� ,r /^�^^e� f l 0X �... 0 � r,w,d 3m u s jD t 3 inoRlm l 3 .C1m " 3!stl3 3KI Jt 3Sn Nft O a IcWX3 VZIW s 3H 3NI no O Ql IHVd ! M ZO"6 VD ' s w -a► 135th 38 It "B'1 HS SDN "M Al 1 X3 W dQ 1 '#VlIN Ae . e SSOE �, .+* Mt3J M V !M °IiS QWVOW W" tMVAW-W 3K .» UOIIO 3 3utod :(10d) Jolug B I' ' t ad !! p le }OODUQDS9(3 (3 P9jeJ69jUj EI/ JOPO DUI •(AN! w / q IOOUuOOS$C `00 400) l9u8d t; oiingl3 SIC3 : {(3) xog 1ouigwo :(So) (O L V069 03N 1!npuoo :( ) : 1 d l uU00SIQ v :(Ov (10d) (OV) :Uolleool Mel 179 *069 03N :GPOO .i [; (10d) (OV) *dV )400H : t 1a 1 :t1CN��'oo leage A �1 103 OI(I w w • 03 ZI083N3 38AM *dV )400H : t 1a 1 (�t)1C� (O w + • _ V° �i�tf1 Ott -1 o q (`` O ) 3p aV�I t0 6 x i p,q� vuls l J An wt 4' Y ." tl (dwA) 3 V110Ti1NIOd -„3�3MOeq.X�rytyw�kS l�Y yi49 gt�`i ( qq u �99 t -uy l p ) pp ,A.IY ��yy w.FCIC �g n 1e #(' I Od 'Ck;,3MO d n Yt VN IVI O iOHd OCI *' +' i 3 } . p 68 {{ t ee "tC � � • " g t � �hi0 0 a 11r rw i ou 4 V*.7 83MOd OIVI OAOIOH d It ,Ii� :i iI 1 111 i ji 'IF The Solar City SieekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and tabor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SlIeekMount utilizes Zeid Compatible TIA modules with strengthened frames that attach direcfly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance, • Utilizes Zen Solar hardware and UL 1703 ;fisted Zep Compatible T11 modaies • Interiock and grounding devices in system UL 5sted to UL 2703 • Interlock and Ground Zen ETL listed to UL 1703 as "Grounding and Bonding Systern" • Ground Zep UL and ETL fisted to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning fun Lions Drill Not Hoie of Proper Diameter for Fastener Size Per NDS Section 1, 1,32 Sea; pflot We with roofing sealant Insert Camp Mount flashing under upper laver of shinnie 'lace Cornp Mount centered upon flashing instao lag pursuant to NCS Section 11,13 01131t January 2013 & Iwu,cud J'04 p* 06.8140 01 j,W(Qns ale Wmiselop sm w "P.pw SU04oaqpOdS, 'SPOOU JVIOS 41044 He IN SU01401 WIM LUS41 *P[Aoid 0) S- 4110 441M A1 w4jom sieuolssajo4d 10 WeS4 sselo P140M S,jejos uelpeuva -siaw0pno apimpliam of Allienb Buls1woidwooun jo sjonpwd , MSC , t. do Apoedeo Bujinpepuew 1jeo pue M!DSO*Z to ApOedea jamod JeJOS SJOA114P Jejos uelpeueo IswaISAS sejos 6upnIdejouvw einpow sett jejoS ulatpeuvo - 90OZ J0qW0A0N pue saInpow jejos Isilao lwa;am IstoBut jo jainjoeinuew tu (01SO '1 OSC t)VOSVN IJO P Ajjnjssa**ns pajeAsjul411ealpaA Bulpeal e sV - saluedwoo gem pue toot ul epauvo ul papuno) sem Aelos uefpeuOD JefOs Is s,PIAOm 0 414 0 OuO $I 'Out JR1 uelPeuvO SSUIMWO BUIJOOUIBU3 WjAA00Z 04,WjM000t, 10 O0UejPBJJ! alouelpeiii mol le 00uvwJ0P i nivi ad wel, n a 0 6 u 1 6 1 0 d 0 1 e U 0 N Xewd sOITSP oinjejedwal poweil-)f3efe XCISMO(MM/0 4M. v 4 (Xd9SZ-d9S0) SgAjnO A - 1 11 1 (OH,00 9adZL9 (laUMIUO3'11 04,) JGUIe;U0* Jed seowd appon ajqesedwoo topq to tow swataauutr SOMP C '99dI i xos-r "---�_ -.1--l—l--..-----I-------L---. jc t W e pez!pouV wn!u�wnt - ---------- . . . ....... 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AZ OC Al, d1: MOC A6 V ------- --- '.I'/GCZ 0 juelsisai jslw lies P911P9100V . aouewjojjed LUOISAS OAojdw1 of Buguuiq juaiin:) . sl0olop10npoid9leulw11OO16uluOOJ0S - uoijonpoid einpow ui qulod joilwo A;!Ienb SCZ - znart� ' 1041 pueOuipuncliB olne'elouejeadde SSOPOOS 34 'sisoo tualsAs JaWIU�W 10 OnfOA pappe 941 siaLucusno siago'suialsAs bugunow to sadAl jejosu Aluejjem Indino jemodjeau!j jeaA 9Z digsuew�jom pue suaijaiew ♦ Alupijem lon2oid jeaA fj t, This family of single-phase string inverters conntilements the typical number of rooftop solar panels enabling home - owners to get the most efficient energy harvelohnig for the size of the properly. This inverter offers a dual input section that processes two strings vvO independent Wdiliple Power Point Tracking galloPT), This is especially useful for rooftop instailatorns with two different orientations from two sub-arrays oriented in different directions. (For example: East and West) The dual input sections with independent MPIPTenaUe a more optimal energy harvesting condition. Power and productivity for a better world "'ABB Adcfibonafrnghfights1 - RS-485 communication interface (for connection to laptop or data logger). - integrated Arc Fault Detection and Interruption (-A Version), 'pachnical data and types AM Type cocip PVI-10-OUTDIUS PVv3,6-OUTD-US PVI-3,8-OUTD-US PW-4,2 - OUT D-US ...... .. ........ ........ ... . .. .. ... ... ........... . . ........ . .... . .. . . ..... C"+QCF1iRkU37aCatPCsn User-interface 16 characters x 2 lines LCD display Nominat output power VSN7 Cant a offered Ambient airoperating temperature range 360OW IN Ambient air storage tomparature range 42DOW Relative humidity 0 -100% RH condensing 3000 3300 3300 3600 400' 0' 4000 3300 4200' 4200' 4200 4600' 4600 Maximum output power wattage W W W of w W W w W w W w Rated grid AC voltage _,o�eoi ?4 OV 208V 240V 277V 208V 240V 277V .... ........ 208V 240V 2 77V Jlout aide ...... .. .... . . .. ..... .. .. 111--l-1-1-1­ .......... Number of independent NAPP'Tcharinels ..... . .... 2 2 2 2 Maiamum ursitse power for each channel 200OW 300CAV 300OW 3000W Appoloar neorimulin vretage (Vnnrw} 6001v Start-up voltage cosarb 200V (adj. 120-350io Fort power MpPT voltage range 160-530V 120-530V 140-530V 140-530V Opeopung MPPT voltage range 0 7 X Vinart - 580V (>=90v) Maximurn current (ollorrain for both MPPT in 20A 32A 32A 32A parallel Maximum usable current per channel 10A 16A 16A 16A Maximum short circuit current Ornil per 12.5A 20,OA 20.0A 20,OA channel Number of ware landing terinnals pro channei 2 pairs Grid clernecurin type 2W 0,13W 2W 2W OJ3W 2W 2W 013W 2W 2W 063VY 2W 183 - 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- Adjurhabor voltage range (Vrren-Vmaxl (A 228V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 304V Grid frequency 60HZ Adjustable grid frequency range 57-60 611 t 1 5 14,5 12o 17,2 1&0 o 1 ,6 ,0 16o 16.0 20.0 Maximum current V­u ,,., A A A A A A 70Z v� A 20D Power factor > 0,995 Total harmonic distortion at rated power < 2% and 4vdn(Sg kin type . . . ... .. . .... . . .. ....... ... ..... - ----- Innut nratection devices 61_e g_e` pintecti type Varistw, 2 for each channel Fro arr r P s GFDI (requires It ti� 19 Anti- isfairding protectlon Meets UL 1741/IEEE1547 requirements Over-vollege protection type Varistor, 2 (L, - i. L, - G) Maier ux Ac OCID R 2 krnrw Maximum efficiency W 9 uOrr, 4 f V f ...... .. . .. ...... .. ........ ........ ... . .. .. ... ... ........... . .......... ... v_� ..... . ........... ... .. . . C"+QCF1iRkU37aCatPCsn User-interface 16 characters x 2 lines LCD display ge" monitor i VSN7 Cant a Environmental Ambient airoperating temperature range -f3 to 140 with derating above 122*F (50'C) Ambient air storage tomparature range -40 to +I 76IF (-40 to +80'0 Relative humidity 0 -100% RH condensing Acoustic noise emission level < 50 do (A) *I rn Maximum operating aftitutee without pertains 6560 it (2000 in) 1, Carviter,ly arWed at roarinal AC 1�.; d watt suftiont DC Dowel wwiWe 2 ABB Solar Inverters P Product flyer for WA-34/3.613.814.2-1 L-OUTa I—N Contractors City License #: Phone: r Electrical: CZkL Pro lli� Plumbing: fl to-n 1-1 1 -It A-4a4 City License City License # � City License (Pl D1100tion qfvq (Fully describe work to be performed - Attach additional shoot If necessary) �IIp����MIIUII�py ol� Igil�lill� q �N I�V�iIU �I��'n�l'lllN Review Fee (due at time of submittal). Squares BTU's Al _ Amps q Ft, l k4, UA = 0 1ARMI M ZON SIGNATURE: DATE: R Bldg Valuation: $�� f x r W ROW aft 11111111 fill a 4 7 1WHE A w 5t 3 � 'L E 7 - ,vsrscss�vc. tic MS ? t 921 X-t Ta co, w288 Z?t( 5 C? @M }bflJFfL?P ES' z PRONE WS) Na -Haar f� f x r W ROW aft 11111111 fill a 4 7 1WHE A w 5t 3 � 'L E 7 - ,vsrscss�vc. tic MS ? t 921 X-t Ta co, w288 Z?t( 5 C? @M }bflJFfL?P ES' z PRONE WS) Na -Haar Multi-Family Y_ DeveloDment Review Processing Fee: .............. $100.00 $ A (Required of all projects for document processing) Single lea milyResidence/Duplex Review Fee :,,..... _ ... .. ... $50.00 Commercial/Multi-Famfiv Review Fees: Resub nifttal Fees. 3' submittal (Y2 initial review fee) ... _......... $300.00 4"' submittal (full initial review fee)- .... ___ ........ - .... ... .... __,_ $600.00 All subsequent submittals: ........ ­­ ........ $600.00 (Full initial review fee) PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSIN(i AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT -OF -WAY, www.ci.wheatridge.co.us City of -�� Wh6atPi�Ldge PUBLIC WORKS ATTENTION: BUILDING DIVISION NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit: Application for the stated reason(s): I have reviewed the submitted application documents to construct a V), located at the above referenced address. Please note the comments checked below, 1 V" ' Does all existing roadway/alley R.O.W, meet the standards of the City: No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Pennit App 1ji", i, subject to the stated requirements and/or attached stipulations, Signature date 0 Signature David F. Brossman, P.L.S. 31 0 (1-2 ..Ic�ej #V3) ffln Stipulations: A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, +1' ADS Rev V08 OG VIVO '31") iv-7,qAll (EW A #t1#Rk aamm nwm�a%m W90MUM V Rl' 1 8 6" - -6 lo ulfui N 8p" 0 U- Lo . ..... - - -------- 0 �g 0 a- LLJ Z C,t o - , -0 R'l cL -5 5 rJ z C LO . .... . C) 5i �2 L CL w L� = I olo'l < 0 LOTS 20-23 0 20 40 w m WHOMMAIN Mau 11 LOTS 20-23 I —3 N 11 cam— In 6841 South Yosemite Street Contenniol, CO 80112 USA Phone: (30�) 850-0559 Fox. (303) 850-0711 E-mail, info*41survey.net Geotechnical and Environmental Consultants NT Dwellings, LLC 1553 Platte Street, Suite 100 Denver, Colorado 80202 Attention: Ms, Kathleen Wanatowicz 303-759-8100 Fax 303-756-2920 www.agwassenaarcoM 7 "FT � 011�� two 4-inch diameter auger borings at the approximate diagonal - -- 72 - - 7 0 4 T e 2 l 'if corners of the anticipated building footprint to depths of approximately 1 9 2 subsurface materials encountered consisted of: 84rin4 1 (southeast corner - Lot 20) o to 3' Fill, sand, medium dense, silty, slightly clayey, moist, mottled brown 3' to 9' Sand, medium dense to dense, silty, slightly clayey, moist, brown NT Dwellings, LLC November 29, 2013 Page 2 Boring 2 (northwest corner — Lot 2. Date of drilling. October 29, 2013 Depth to water: Boring 1: Dry at the time of drilling 12 feet 2 days after drilling Boring 2 Dry at the time of drilling 14 feet 2 days after drilling osed residence may be founde u •on NT Dwellings, #� P Num• - Iw N ovemb er Pa NT Dwellings, LLC Project Number 135111 November 29, 2013 Page 4 ations will reduce immediate damage caused by movement of the floor slab; however, the void spaces recommended are not intended to predicl tot should be taken to monitor and reestablish partition voids and flexible connections when necessary, We are available to provide further consultation regarding slab performance risk assessmenls- Crawl Space Construction The crawl space ground surface should be sloped to the perimeter drain system, Trenching or dishing out of the crawl space is not recommended unless a drain system is placed in these areas in such a manner to facilitate drainage, The recommended clearance from the crawl space ground surface to the engineered floor system should meet applicable codes, In addition, all plumbing lines should be isolated from the ground surface • foundation walls by at least 2 inches. During construction, the crawl space area should be checked for standing water or very moist conditions, construction debris, and other deleterious materials If these conditions exist, the area should be evaluated and mitigated, as necessary. MTU-cted with consideration given to proper ventilation and moisture management. Provisions such as the installation of a vapor retarder shouITFe UZIMUM to redMT77e amount of moisture (humidity) in the crawl space air, The Client and any future Owner should be aware that crawl space areas are subject to various air quality issues A consultant specializing in ventilation and air quality control should be contacted to provide any additional recommendations. Such recommendations are beyond the geotechnical scope of this study. The environmental division of A. G, Wassenaar, Inc. is capable of providing such services. Refer to "Homeowner's Guide To Moisture Management" by Tri-County Health Department (Brochure Number S-323) for additional information, The wetting of foundation soils and/or bedrock materials which causes heave may be reduced by carefully planned and maintained surface drainage The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: NT Dwellings, LLC Project Number Iw • November Page 5 NT Dwellings, LLC Project Number 1351 November 29, 2013 Page 6 Reviewed by: Don L. Taylo Jr P. iden T'Y'o Jr • I I I EE MOM . � 900 :xu,4 - SL9C :� ITOI o 1049 - * LOZO8 OP ',TOAUOG - Onua&V WC 7 GOLS '04, N N I a I wm 900 :)md * SLK = UOJ- * IOL9 - 9LS - CK'OuOqd - LOZO8 OPWOTOD # 3 nu;'AV T-T 'H 004S JIM o xo ml LIS c .� tY >ti� .,.� OX0 EON m MEMO OX0 N PLACEMENTPLAN . ......... .. 1 --41 NW— 'Ho CD Apm.4 &Y CD CD THX,5 15 A'MU," PLACtEMENT DtAGAAM CY4Y Tl— tnsrcuaA t dav A c wkSmrg m t, m t. (c KY apsnt. roe 1 o. $. and vmdud &Yw haae h, x..h CD p4- —d-" and w—b—" Cl —1k6k f— lb. r— pill. 1—ftft, "a WOW- Dl— *W—, Wl 53479 PLACEMENTPLAN . ......... .. NW— UT K.Oh MY ----------- r TKS LAYOUT IS TK SOLE SOMCE FCM FAMCA UON OF 7kUSMS AND VOIDS ALL MAIMS APC*MTF.CrJDAL OR OTKR TRUSS LAYOUTS. REVIEW AW1 AMMSWAJ Of'"S LAYOUT MUST M QfUIjVE0 96OOK ANY TRUSSES WIL4 OE MtT, Apm.4 &Y THX,5 15 A'MU," PLACtEMENT DtAGAAM CY4Y Tl— tnsrcuaA t dav A c wkSmrg m t, m t. KY apsnt. roe 1 o. $. and vmdud &Yw haae h, x..h p4- —d-" and w—b—" —1k6k f— lb. r— pill. 1—ftft, "a WOW- Dl— *W—, Wl 53479 BMMM� i� The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under tnN, direct supervision based on the parameters provided by ProBuild South (Longmont), Pages or sheets covered by this seal: 1700981 3 ) thru 17009819 My license renewal date for the state of Colorado is October 31, 2011 3X4 R Srme - 1:36.0 2,50 52 13 14 LOADlNG (pet) SPACING 2.0-0 CS1 DEFL in (foe) Well Lid PLATES GRrP TOLL 30,0 Posted inc.. ease 1.15 To 0,29 Ved(LL) -0,00 13 nir 120 MT20 197M44 TOOL 10-0 Lumber Mcrease 115 BC 0,09 1 Vert(TL) -0.01 14 on 120 1 BCLL GO Rep stress mar Yes VVB 0.09 Horz(TL) 0,00 15 me me f"ghl; 91 to FT-O% BCDL 20.0 Code IRC2001VTP12007 (Maoix) LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6 on purims, except end vedlitals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid coiling directly applied or 6-0-0 no bracing. Except WESS 2x4 SPF NP2 9-2-13 so thistong: 24-25. OTHERS 2x4 SPF No.2 REACTIONS All bear' logo 14-6-0. (1b) - Max Morz 25-329(LC 8) Max Uplift All uplift 100 lb ortess atjdnqs) 25,16,17,18,19,20,21,22. 23 except 15-.124(LC6) 24-288(LC6) MaxGrav Ali reactions 250 flb or less tojoint(s) 15, 16,17,18,19,20,21,22,23,24 except 2s-278(LCe) FORCES (Pb) - Max. CompJMax Ton - All forces 250 (Pb) or less except when shown. 13-15-212MR3,2-25-35A BOT CHORD 24 AEBS 2-24•1371503 WARNING - Vortet design parameters and need notes on this Truss Design Drawing and Included Doi Reference $beat (tev, 03A 1) before use. Design vaild for use with MITsknonresdor points only. This design is based Only upon parameters shown, and is for an hdrfidu* building component. Applicagasky of design parameters and ploperincorponstion of the component Is responsibility of building designer Of owner of tire trusses and Installer. Lateral restraint designations shown on pithriduat web and chord members are for compression bucking a". not forbillitkilt stablifty becing, Additional temporary re ariardi diagonal bracing to Insure statiffity during construction is the responsibility of the splafflar, Additional permanent building stability bracing of the overall structure is the resprosibilky of the building designer or owner of the trusses. For geractal guidance regarding design respontiltuRies, fabrication, quardy control, storage, defivenI, erection, fiderat restraint and d4limma bracing, consult ANSYTPI I DSB-89 and BCSI (Suilfling Component Safety information) mraMbot from 11AA19 M F'2:111-0 14-6-0 0-11-0 14.60 25 24 23 22 21 20 19 18 17 16 i5 U4 = Us H July 18, 013 1 120 ((32 I FLAT TRUSS 1'350 s 5epVZU1ZWK M en. ID:VtOnwg3wX3YQvCGWrU9nNlzDyXN-4<lYvR7MmFhc VnoR3k2HkMsv7 9-6-0 Scale - 1:211 10 LOADING {psi} SPACING 2-0.0 s CS$ j OF-FL in lips) Vast Up PLATES GRIP TOLL 30,0 miser, Increase 1.16 TC Om i Vert(LL) -0.00 9 rvr 120 § MT20 1971144 TCOL 10,0 d Lumber increase 1,15 BC 0,07 Veq(TL) .aifl 10 nk 120 BCLL 0.0 Rep Stress Inca Yes VVB ODD Horz(TL) 0,00 11 n/a, me BCOL 10C Code IRC2009/TP12007 (Matrix) weight 38 its FT - 0% LUMBER TOP CHORD 2x4 SIFF No .2 BOT CHORD 2x4 SPF No,2 VlESS 2x4 SPF No,2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 8-0.0 at purtins, except end vertilous, BOTCHORD Rigid call fing directly applied or 6-D-0 oc, bracing, (ta) - Max Hom 18-167(LC 6) Max Udift A0 uplift 100 to or kIss atjoings) 18, 12,13,14,15, 16 except 11-134(1-C 9), 17-I1F LC 6) Max Gray All reactions 260 lb or less, sojoint(a) 18, 11, 12,13,14,15,16,17 FORCES (to) - Max. Comp,/ Max. Ton. • Aff forces 250 (lip or less except when shown. TOP CHORD 9-11--2111276 32MR019HIM= WARNING - Verify design parameters and read notes on this Truss Design Draw" and included Card Reference Sheet bey 03.11) befors use Design valid for use with Milrea, connector Oates orrhr, This design Is based only upon Parameters shown, and is for an individual building component. Applicability of design parameters and proper of the component Is responsibility of building designer or owner of the trusses and installer. lard. dialrestraint designations shown on licifividual web and chard members are for cloopresslon buckling Only, not forinsiffing stability bracing. Additional temporary rwriany diagonal bracing to frisure stabisly during construction is the responstmon, of the imeafter, Additional permanent buffisal stability bracing of the ovistail structure is the respornilmicy of the trultding designer or owner of the trusses, For general quiremat regarding design responsubliffies, fabnaftion, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, mmsuft ANSVTPI 1, OSS-89 and SCSI (Bucilim; Component Safety Information) loragioser from 13 M 98 17 16 15 14 13 112 11 Us !I July 18,2013 i { k w I� } i l p a LOADING (psi} SPACING 2-0.6 1 CS1 i D FL in (Sex) Voted Ud PLATE$ GRIP TOLL 30.6 Plates increase 2.15 TO 0.88 Vert(LL) -0.50 16 x816 240 � MT20 1971144 TCCL 10.0 Lumber rloease 115 RC 6.94 Vert(TL) ^1.03 1837 x405 180 � MT20H 1461168 ROLL O.0 Rep Stress $nor Yes WB 6.97 Hors(, L) 0.26 13 nda We SCDL 100 Code iRC.2 PI2007 (Matox -M) Weight 163 is FT m 0% LUMBER SPACING TOP CHORD 2x6 SPF 210OF 1,8E "Except* TOP CHORD SiructuW woad sheathing directly applied or 2 -2-0 be purrms, . except end verticals. 1 -5: 2x4 SPF 240OF ZOE, 54 2x4 SPF 165OF 1.,5E BOT CHORD Rigid dining directly applied or 2 *2 -6 oc bracing. BOT CHORD 2x4 SPF 165OF 1,5E 'Except' VVESS t Row at midpt 6-14,10-13 2.19; 2x4 SPF 240OF 2.OE, 8-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 OF 1956F 1,7E 3 ^6-0 REACTnNS llthtrze) 13- 1808/0 -5 -6 (min. 0-2-13),2-176505-8 (min, 0 -15) Max Harz 2 =366 (LC 6) Max Uplift 13-- 443(LC 5), 2- 417(LC *a) FORCES (1b) -Max, Comp.PMax. Tien. -All forces 256 (to) or less except when shown, 70P CHORD 2 -3-439183, 3.4 =- 40711695,.4.5 =- 44541966, 5-6= 441M73,6-7-38111844,7-8-530511226, 8-9~ -2 1546, 9- 16-- 23451559,11 -53-- 3474224 BOT CHORD 2 -20-1086/3897, 99.20ffi -1 3697, 18- 19--106&3897,17-18- 109714348, 645- 2621E410, 14.15-® 1309/5194, 43- 14=- 60gt23o3 VIERS 4 -"! .460, f'st7 - 760+26$, 7- '7 -.a1"! 369, 15- 17=»99213996, 7 «15=- 406/1545,.8- #4^_312 5, i0- 1 4- 1 7211213, 10.13 -2 60 WARNING • Verity design parameters and read motes on this Truss Design Drawing and included DrJ Reference Street (rev. 03.1 before use. Design r Am valid for use with MiTex connector plates only. This design is based only upon parameters shown, and is for an Individual buitdsng comporrord Applic rtatS4y of design parameters and proper incorporation of the component is responsibility of bui3ding designer or owner of the trusses and'anstager. Lateral restraint 7 designations shown on individual web and chord members are for compression tarispag only, not ardbuilding stability bracing. Additional temporary restraint/ d ➢agonsi bracing to insure stabitlty during construction is the responsibility of the installer. ,additional permanent building stability bracing or the overall structure is the reapwesialily of the building designer or owner at the trusses. For general guidance rialadfing design responsibilities, fabrication, qualay control, storage, delivery, erection. Satesr restraint and iflational bracing,. consult ANSYTPI 9, DS9-89 and SCSI (8uitd4ng.Component Safety in€ormatdon) aviourble from PAN Scale - 1:6 i A 3x4 it 11 12 ME . 5-3.2 16.2 -'3 15-28 _ 20- -Q 2 8.22 -4 3Jt -0 X3.0 11• 5.3-2 4 -11.10 4 -11 -10 4 -$i »to 6- 3-4... -- F.......__...__..,._.. -{? 12 -3.6 26 `" 16 97 16 8x12 RI 6x12 MT20H WS = 30 =w 5x10 2x4 if 2x4 I July 18,2013 2,50,712- 3X4 l I Scruff: 3116'-1' I i� LOADING (psi) SPACING 2-0-0 CST DEFL in (too) ildell Lid PLATES GRIP TCLL 30.0 Pode$ Increase 1,15 TC 0.99 Ved(LQ 453 16-17 >761 240 MT20 1971144 TCDL 10.0 Lumber increase 115 ac 0.98 Vert(TL) .1,04 18-17 >389 180 MT20H 1481108 BCLL 00 Rep Stress tner Yes 0.96 Horz(TL) 025 13 rVa old SCOL 1 Code IRC20WTP12007 Weight: 163 to .mm FT _.0% LUMBER BRACING TOP CHORD 2x6 SPF 210OF 1.8E *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. ',-&. 2x4 SPF 24042F ZOE, 5-9 2x4 SPF 165OF 1,5E BOT CHORD Rigid ceiling direetty applied or 2.2.0 do bracing BOT CHORD 2x4 SPF 240OF 2,0E -Except' ViOEBS I Raw at midpt 8. 14, -43 8-16: 2x4 SPF No,2,16-19: 20 SPF 1 1,5E WEBS 2x4 SPF No.2 'Except* 16-17: 2x4 SPF 165OF 1,5E SLICER Led 2x8 DF 196OF 1,7E 3-0-0 LOAD CASE(S) Standard 1) Regular, Lumber Incressew Plate Increaseml .15 Uni Loads (pil Vdrl. 1- 11-80,11-12-80,18-21-20, 13-15-20 Concentrated Loads (to) Vert: 17--39(8) 28-39(B) 27-39(B) 28--39(8) 29-•39(8) 30--39(B) WARNING • Verily design parameters and read notes on tons Truss Design Onaving and inoWded DO Reference Shoal (rev, 03.11) before use. Design valid for use with MITak connestor plates only. This design is eased only Upon Parameters chosirr and is for an Tridnishisk boliding CoMPOWC Applimbliffly Of design parameters and proper incorporation Of the solacement is responsibility of building designer or owner of the trusses and Installer. Laterailreserstra designabore; shown on individual web and chord members are for compression buckfing orgy, net forbuillpril stability Tossing. Additional hunpleary middanu diagonal tapping to insure stability during Construction Is the responsibil of the instafter. Additional permanent building stabiff Ity bracing of the overafT structure is the responsibility Of the building designer or owner of the trusses. For general pidance regarding design responsibilities, fabrication. quality control, storage, delivery, eaubion, lateral restraint and diagonal treesig, consult ANSINPt 1, DS"9 and SCSI (Building Component fUl" information) awitilader from SOCA at wwarsboinduldril.own. -�-, 11- 5.3 5tt -2 - i2 45 -Z8 20 28-11-4 4 34 d- I I'd 5-3-2 4 4- ;�; � 0 20 * - -- is — 17 — -- 15 8x',2 It 6x12MT20HVVS 3X4 NAILED 5X10 = NAILED 2:05 11 20 11 NAILED NAILED NAILED NAILED July 18,2013 I LOADING (Pill) I SPACING 2-0-0 ¢ CS1 DEFL in (too) Yeah Ltd PLATES GRIP TCLL 47,,0 plates Increase 1,15 TC OSA I Vert(LL) -0,51 11-12 7796 240 9 SIT 20 1971144 TCDL io o Lumber Increase 1,15 2 BC 0188 Vart(TI-) -IZO 1102 x408 180 MT20H 1481108 BCUL 0.0 # Rep Stress Incr Yes i VV8 0.63 Horz(TL) 021 11 We me BCDL '10,0 j Code IRC20OWPI2007 i (Matrix -M) Weight: 159 to FT - 0% LUMBER BRACING TOP CHORD 2s8 SPF 210OF 1,8E TOP CHORD Structural wood Sheathing dolectly applied or 2.11-4 oc ourlins, except end verecals BOT CHORD 2x4 SPF 240OF 2CE *Except* BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing, 13-14:2x4 SPF ISSOF 4.5E WEBS I Row at misfit 9-11, 6 12 WEBS 2x4 SPF No.2 •F-xcep• 2 Rows at 113 pis 8-11 8. 91: W SPF 1650F ISE SLIDER Left 24 SPF 2 0O 1.8E 4.0.0 REACTIONS (Itifilize) 11-254310-5-8 {min, 0-2-12),2-2403/0-6-8 (min, 0-2-10) stax Harz 2-409(LC 8) Max Uplift 11-442(LC 5), 2--419(LC 5) FORCES (lb) -Max, Comp./Max. Ton. - Air forces 250 (to) or Idea except when shown, TOP CHORD 2-20=-1126159,3-20=-IOGM2,3-4--8279, 5-6-57050891, 6-7--35461535, 7.8-33711553, 9 -1# =_5781245 BOTCHORD 2-15--123ZW52,14-15--96314889,13-14--95314889,12.13-.96314889,12-22--56112663, 22-23-56112W3,11-23-561r2583 WEBS 4-15­59V281. 6-15-731669, 6-12­18=466, 8.12-15311670,8­11-32071599 WARNING - Va" design parameters and read notes on this Truss Design Drawing and included W Reference Sheet (rev, 03.11) before use, DerIgn valid for use with Weir connector plates only. This design Is based only upon parameters shown, and Is for an iminodual bichfing component, Applailtiphy of design parameters and proper Incorporation of the component Is responsibility of building d"ner or owner of the trusses and installer, warm g restraint designations shown on irdividual woo and chord members are for compression buckling only, not forbuilding stability bracing, Additional temporary disbeiritt diaturnal bra" to imams stability during construction it the responsenfly, of the freadissbr, Additional permanent building shelffily bracing of the overall structure is the responsibility of the painting designer of owner of the trusses. For general quidance, regarding design responsitihifies, fabrication, quierb control, storage, deuvery, erection, lateral restralin and diagonal bracing, consul ANSIrrPl 1, DS"9 and SCSI (Building Component Safety information) available from 11 So 2.50 FT 4x40.. 4 9 10 8x12 = 3x4 = 9x12 MT20H INS = 6x12 MT20H WB = 5x6 = 3x143 MT20H July 18,2013 LOADING (psn I SPACING 2-0-0 CS1 TCLL 30,0 1 Plates Increase 1,16 TC 0,06 TCOL 10,0 Lumber increase 1,15 Sc 0,02 BCLL 0.0 Rep stress Incr Yes WS COO BCOL loco Code IRC20OWPI2007 (Mistrix-M) LUMBER TOP CHORD 2x4 SPF No.2 SOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 REACTIONS (Itilsize) 4-Slifellechavicat, 5i-197/0-3-8 intin, 0-1-S Max Horz 6=63(LC 6) Max Uplift 4-25(LC 6), 5--113(LC 5) FORCES (lb) -max. Comp, Max. Ton. -Alt forces 250 (to) or is$$ except whom shown, LOAD CASE(S) Standard 2,50 r1_2 2X4 11 3 DEFL in Qoc) pride Ltd PLATES GRIP Vert(LL) -0= 5 x999 240 NIT20 197M44 Ved(TL) -0.00 5 x999 180 Hom(TI-) -000 4 We old Weiqht. 7 is FT = 0% BRACING TOP CHARD Structural wood sheathing directly applied or 2.0-0 oc purins, except and meaner 9s,. BOT CHORD Rigid coiling directly applied or 10-0-0 no prisong, WARNING - ,Verity design parameters and mad notes on this Truss Design Onarving and Included Dri Reference Sheet {rev, 03.1 V) before use. Design woxf for use with MiTok connector plates pots This design is based only upon parameters shown, and Is for an indlividual building comporiont, Appricaluttly of design parameters and proper of the component Is responsibility of buleflaq designer or owner of the trusses and Installer. Lateral restraint rkn0grudions shown on frofividual web and chord members are for compression butuding only, not forbuildring stability directed. Additional temporary reshigno detlorloi bracing to insure stability during construction Is The responsibillity of the Installer. Additional permanent ausding slablifty bracing of the overall structure is the rosponsibbor of the building designer or owner of the trusses. For general guidance regamfolf design responsibilities, fabrication. quality conool, storage, delivery, version, heads restraint and diagonal bracing, consuff ANSI/TPI 1, 0$8•$g and SCSI (Building Component so" information) available from 11 5 2*4 it 2X4 Q July 18,2013 2,60 F-2 4X6 3 M RM 3X4 LOADING (psi SPACING 2-0-0 Cst I DEFL in (10c) Wdeft Lid PLATES GRds TCLL 30.0 Placas increase 1,15 TO 0.06 Vert(LL) 400 5 >999 240 MT20 1971144 "rCDL 100 1 Lumber increase 1.15 SC 001 Viatf%) -000 5 >999 180 BCLL Do Rep Stress Incr Yes E va 0 00 i Horz(TL) -0.00 7 rva hill BCDL 10,0 'rifigh t: 7 in FT- 0% Code IRC2009frPI2007 (Maisix-M 1 A LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 1=11.8 oc pridins, except end verticals, SOT CHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing, VVESS 2x4 Son No, .2 OTHERS 20 SPF No,2 REACTIONS (lbfilodd 5-19&0-5.8 (min. C g.gD, 7-27/0-1-8 (min, 0-1-8) WARNING - Verify design Parameters and read modern ffasTruss Design Dearing and inotuded Old Reference Shoot (rev, 03A t') before use, Design valid for use with Wok connector pietas only, This design is based only upon parameters shown, and is loran indrAdual build" compornifiL Applicability of design panUffeers and proper Incorporation of the co em is responsibility of belling designer or owner of the busses and installer. Lateral restraint designations shown on individual web and chord members are for compression buoo nq only, not ferbuillaing stability bracing. Additional temporiell rieseeno adquirof bracing to insure stability during construction is the restsonsgulfty of the lratager. Amfiefinal permanent building staturily bracing at the Overall structure is the responsibility Of " building designer or owner of the trusses. For general quideme regarding design raspan8ibitHlaa, fabrication, quality control, storage, delivery, eretflon, ' lateral restraint and diagonal brodra, consult ANSVTPI I , DSS-89 and SCSI (SuRding Component Safety Inforrhafirin) swinfibie from 11 July 18,2013 • PLACEMENT PLAN Sh� D-.hV AW.IW BW�" + UT N.dh Up THIS LAYOUT XS rHr SOLE $0AUT.'F04 FAMICATION Of TRUSSES AND VOW ALL PREVIOUS WHITECnAAk OR OTK-k REMW ANI! Ap!!Rl't6RF ME A41 mmhy Aprrtwatl BY PROBuild TKS I's A muss kkameNT WAS'"m Owy, n.. 1— — 0.9-1 . ,AW b.At"q 1. b. Yd ww"*.W." 5- UA.&U6 d."r 0AY'. OT —h fo. —f 3.4 N- Thetruss drawing(s) referenced below have been prepared by DO Consulting, LLC under my direct supervision based on the parameters provided by Pro Build South (Longmont). Pages or sheets covered by this seal: 17009761 thru f7009765 My license renewal date for the state of Colorado is October3l,2013. 1 LOADING 1pid) SPACING 2-0-0 CS! TCLL 4710 Plates Increase 1.16 TC 0.65 TCDL 10,0 Lumber increase 1,15 BC 0.58 BCLL 00 Rep Stress incr Yes M 0,'r7 BCDL 10.0 y Code lRC20DSfTPl2007 (Mabix-M) DEFL in (Ioc) Ildeft Ud PLATES GRIP Ven(LL) -0,87 18-17 >383 240 MT20 1971144 Ved(TQ -1,43 16-17 -233 180 MT20H 148/108 Horz(TL) 0-66 13 me We Scale- 1502 3.4 11 11 12 cr ss Structural wood sheathing directly applied or 2-0-7 m: pudins, except end verticals. Right coiling directly applied or 7-4-1 oc bracing 1 ROW at midi! 7-15, 9-14,10-13 3MflM2dMjj6M= WARNING - Verity design parameters and mad notes on this Truss Design Drawing and Included DO Reference Sheol {rev. 03-11) before us& Design valid for use with Weir connector jusarti only. This design is based only upon parameters shown, and Is for an individual building componsird, Apiallihibility of design Parameters and proper incorporation ofthe component is responsibility of building designer or owner of the trusses and madder, Lat"restrairs designations; shown on inifividust web and chord members are for compression buckling only, not foribuilding Mobility loading. Additional temporary restrairiv diagonal braving to insure stability during construction is the responsibility of the Mounter. Additional permanent building stiftylity, bracing of the overall structure is the respoinsithifty, of the building designer or owner of the trusses. For genera! guidance regarding delefti responsiblifies, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, sensual ANSlTPi 1, DSB-89 and SCSI (Blutifing Component Safety information) available from 11 13 20 1,75 Fli 06 I I,- LOADING (peb SPACING 2-0-0 CS1 DEFL in (ice) Voted Lid PLATES GRIP TOLL 47.0 Plates Increase 9.45 TC Vert(LL) -0,87 16-17 -383 240 MT20 1971144 TCDL %0 Lumber 1 1,15 "c"buse 1, 5: Sc 0� Ved(TL) .1,43 16-17 >233 180 MT20H 1481108 BCLL 0.0 Rep Sports, Incr yes VVS 0,77 Horz(TL) 0,55 13 Iva rVa BCOL 10.0 Cape iRC20OWPI2007 (Mistrix-M) Might: 181 lb FT - 0% LUMBER BRACING TOPCHORG 2x6 SPF 210OF 1.6E *Except' TOP CHORD Structural wood sheathing directly applied or 2-0 7 oc pumns, except end verticals, 1-3: 2x4 SPF No,2, 34 2x4 SPF 1 3.5E SOT CHORD Rigid calling directly applied or 7-4-1 us bracing SOT CHORD 2i8 SPF 2100F I.SE V%EBS I Row at might 7-15,9-14,10-13 VVESS 2x4 SPF No.2 OTHERS 2o4 Sun No .2 REACTIONS (inisize) 13-201705-8 (min, 0-2-8), 20-19760-5-8 (min, 0-2-7) Max Herz 20=370ILC 6) Max Upful 13-440JLC 5), 20--423(LC 5) FORCES (it) - Max, CompWiax, Ten. -All forces 250 (Stab or toss except when shown. TOP CHORD 2-3---394187,3-4=-6129f1221,4-5---8U311680,5-6---886 W4788,6-7--817511632,7-8--38541760, 8-9­3820r?`67, 9-10=-1650 BOT CHORD 19-20--102313627,18-19=-5 3W5996,47-18=-1727/8193,16-17--180518782,15- 14-15-78W3804,13-14-36W1566 WEBS 3-19--46V523,4-19-109&272,4.18=-43112203, 7-16--4BW698,7-15-4676W2,9-15=-260/1626,9-14-�26371601,10-14--264tl554, 10.93 -.- 2371,1504,3 -20- -3763(766 32�� WARNING - Verify design pruscuthrof and read notes on this Truss Design Drawing and included DO Reference Sheet (rev. 03-1 V) before use Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and Is for an inifividuld building romponerlL Applicability of design parameters and proper incorporation of the component is responteitiffly of building designer or owner of the trusses and installer, Lalartarrestraint designations shown on Individual web and chord members are for compression burclieral only, not firibudding stability bracing, Additional temporary restrarrilif dragontri bracing to insure stablifty during corcurrion is the responsibility of the installer. Additional permanent Writing stability bracing store overall structure I It pro responsibility of the building designer or owner of the trusses. For general guidance regarding design responsiblittes, fabrication, quality control, storage, delivery, erection, lateral reseavit and diationalf bracing, consult ANSVTPI 1, DSS-89 and BCS1 (Building Component Safety Information) avabible from 11 Scale - 1 ;50,2 2,50 r1_2 3X4 11 11 12 zo 9.75 FT 4X6 Z' July 18,2013 4x6 3,00 � 3 U4 7 L ADING (psp SPACING TOLL 30:0 pwas Increase DL 10.0 Lumber Increase 8 LL 00 Rep Stress Incr 8 OL 40.6 Code $RC2009n VVEBS 2x4 SPF No 2 OTHERS 2*4 SPF No,2 REACTIONS (taroze) 5=355+`0-5-8 (min 0.1-6), 7-2184-1-8 (min, 0-1-8) Max Horz 5-1 17(LC 9) Max Uphft 5=-110(LC 5), 7-80(LC 9) FORCES ($b) - Max Cordodilax, Ten, - All forces 250 (fts) of toss except when Shown TOP CHORD 2.5•30W224 WARNING - Verity design parameters and rose holes on this Truss Design Drawing and included Dri Reference Sheet (rev, 03.61) before use. Design Solid for use with MiTek connector Inputs only, This design is based only upon parameters shown, and Is for an Individual guiding component, Applicatifty of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and ecruthat Lateral restraint designations shown on Instinctual web and chord members art for compression buckling only, not forldinlrang statIffey bracing, Add temporary restraniv diagonal bracing to insure shibUty during corunristfion is the resper stint or of the nuft9thu, Additional permanent buIsfing stabiffity bra" ofthe overalf structure Is the responsibility of the bukang designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, granny control, ieocfqe. defivere erection, taterat restraint and diagonor Dratring, consuft ANSVIP) 1, DSS-89 and SCSI (Building Component Safety Information) avaltalits from SBCA at w",strandustmorim. CONSULIAVOLLC 2.10 CS! DEFL in (too) I/deff Lot PLATES GRIP 1,15 T TG 0,21 Vert(LL) -0,03 4-5 >999 240 MT20 197/144 1,15 SC 0.17 VergTL) -0.09 4-5 >737 180 Yes M 0D2 Horz(TL) 0,01 7 n1 nra P120D7 I 0dabix-M) I Waioht: 27 to FT -0% 0-11 0 5-5.8 5 Us — 2X4 It July 18,2013 I 20 1,75 FIT LOAOING lost) SPACING 2�OO TCLL 30,0 "des Increase 1.15 TCOL 100 Lumber Increase 1,15 BCLL 0,0 Rep Stress tricir Yes BCOL MO Code IRC20OSfTP12007 CS1 DEFL in (too) Ildell Ud PLATE$ GRIP TC 0,75 1 1 Ven(LL) -010 16»17 X511 240 MT20 1971144 BC OAS Vert(TL) -1,40 16-17 >255 180 MT20H 1481108 'AS 055 i Horz(TL) 4. 34 13 nia We Gilmnx-M) Weight 142 to FT-O% WARNING - Verify design parameters and read notes on this Triani Design Warning and included DrJ Reference Sheet (rev. Ml 11 before use. Oesilfir, valid for use with MiTek connector plates Only. This dereffir is based only upon parameters shown, and is for an individual heading component. Appiduarsky 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 budding only, not forbulkling stability bracing, Additional temporary restrarrel diagonal bracing to insure stradifty during construction is the responsibility of the instager. Adifitkanal permanent heading stability bracing of the averse structure is the responsibility of the building designer at owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, therumn, lateral rostra" and diagonal bracing, consort ANSUTP! 1, DSB-89 and SCSI RhArifing Component So" information) avaealsto from SCOU, -1 : 54A 11 i 2SO FT 20 11 11 12 July 18,2013 rub p i 20 176 FIT M Scale - 1:54 12 I C? LOADING (I'll PACING 2-0-0 cSt DISK in (toe) Vdefl Lid PLATES GRIP TCLL 31.0 1 increass, 115 TC 075 WvdLQ -070 16-17 >511 240 MT20 197/144 TCDL 30.11 Lumber increase 1! 5 11C 04#5 VerSTL) -1,40 16-17 >255 180 MT20H 1481108 SCLL Rep Stress hicr is VM 0 d, 1orOTQ 0,34 13 ri"a We BCDL 'VV Code lRC2009ITP12007 (Ma-MS Weight: 167 to PT = 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheatfung directly applied or 1-9-0 do, puffins, except end verficals. BOT CHORD 2X6 SPF 2100F 9.85 BOT CHORD Rlgid ceding directly applied or 7-0-0 oc bracing. WE RS 2x4 SPF Nh.2 WIESS I Row at midipt 7-15,9-14,10-13 OTHERS 2x4 SPF No'2 REACTIONS (in/eiza) 13-159&0-5-8 (min. /-2-0),20-156910-6 (min. O-1-15) Max Harz 20-346(LC 6) Max Upfift 13--442(LC 5), 20---421 (LC 5) FORCES (tb) - Max. Comp,, Max. Ten, - Ali forces 260 (ftp or less except when shown. TOP CHORD 2.3--317180,3-4-499211272,4-5---684811771, "--737911911, 6�7-7029t1827,7-8-396611001, 8-9 ---392811010,9-10--9855+479,11-13-.31=09,2-20--3331I88 BOT CHORD 19-20--.103W"27,18.19 17-18=-187M731,16-17-.9 9M7285,15.16-1845M55, 14-15-99W3846,13-14-476/1775 WEBS 3-19---SOW079,4-19--855/279,4-18--473fi848, 5-18-4771990, 5- 17-- 11(}1559, 6-16= •3581159. 7-16-.262,'1203,7-15-3545t885,9.16-.200/1057,9-14-- 10-14--23011165, 10-13=-2147/592,340-30491791 31�� WARNlNG - V" design parameters and read notes on this Truss Design Creating and included OrJ Reference Sheet mi, 03.11) before nits Design valid for use with MlTok connector Oates 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 trusses end installer. LateralrestraiO designations shown on individual web and chord members are for compression boosting only, not fOrmAiding stability traidlig. Additional temporary restrater diagonal bracing to insure stability during construction is the responsibility of the installer, Adifittonal permanent bubtfing stability bracing Of the overall structure is the responsibility of the tunkfing designer or owner of the trusses. For general guidance regarding design responsibiffiris, fabrication, quality conw, storage, delivery, erectiom lateral restraint and diagonal bracing, consuft ANSVTPI 9, OSS-89 and BlS1 (SaMing Component Safety Inkrunabord availipse from 0 -� 11 - 4 - 2 - 0 - s 1 30-0-0 31 ;T-Z i 1-&13 3-5410 3-5-10 3-5-10 5.2.2 --- July 18,2013 PROBUIld 5.b N.,: Ila$ LAYOU 15 TWI SCLE SCUkCE FOR FA OXICATION OF TAUSSES AND YMMS ALL M*VXOVS OR 07L*k REVIEW AC A' ANYTKIS L�M �Klk W��K L d—r 0... f., ..h d..,r rckldd an ft pb-- *-.A Y . UW" 3ragrwrv,c A"-6k f w a M-1 b-1, 0 u. 35-00-00 ol� BI . ..... BI f „ aki i# BI AI B1 BI yy Al Bl A I Bi PROBUIld 5.b N.,: Ila$ LAYOU 15 TWI SCLE SCUkCE FOR FA OXICATION OF TAUSSES AND YMMS ALL M*VXOVS OR 07L*k REVIEW AC A' ANYTKIS L�M �Klk W��K L d—r 0... f., ..h d..,r rckldd an ft pb-- *-.A Y . UW" 3ragrwrv,c A"-6k f w a M-1 b-1, 0 Tueen prepl: i - 67,1 unner my airect supervision based on the parameters provided by roBuild South (Longmont), Pages or sheets covered by this seal: 17009758 thru17009760 My license renewal date for the state of Colorado is Octobei-31,2013, umber,an (d) referenced in the latest edition ofANSVTPI 1d. _. -994 .mm_mm LOADING (psh � SPACING 2-04 I CSI TOLL 47.0 Plates Increase 9,15 TC OA2 TCDL 70.0 Lumber increase 1.15 BC 0,52 8C LL . 0,0 ! Rep Stress Incr Yes VM 0.67 BCDE 100 Code IRC2 P12007 (Gla4rix -AR) LUMBER TOP CHORD 2x4 SPF No.2 SOT CHORD 2x4 SPA No.2 VVEB.S 2x3 S No,2 "Except" 24 2x4 SPF No.2 DEFL in (IOC) Ii'defd trd � PLATES GRIP Vert(LL) 0.95 7.8 >927 244 MT20 1971944 Ved(TL) -025 7 -8 >558 9E? Horz(Tk.) 0.03 11 We rite BRACING TOP CHORD Structural wood sheathing directly applied or 3 -0.93 ac purlins, except and verticals. BOT CHORD Rigid caning directly applied or 7 -7 -92 so placing. OTHERS 2x4 SPF No.2 REACTIONS (scssm) 9.912A) -5.8 (min. 0-1-8),11-7460 (min, 0-" Max Hord 9= 136(LC 9) Max Uplift 9 = -2 9(LC ), 11-- 187(LC 5) FORGES (lb) -Max ConP.r'Max. Ten. -All forces 250 ( €b) or less except when shown.. TOP' CHORD 2- 12-- 232W5Q5, 3- 12 = -22 514, 3- 4- �214V482, 4.5- •349rd4, 6-10 -. 125)600, S-1f- -125 Zlem- 88W293 BOT CHORD &9­197r282, 7-8-5944228, 5.7x- 53212166 VVESS 3.8=-3431142, 4- 6- .17731452, 2-8 -42311 9 w WARNING . Verify design parameters and reed roles on this Truss Design Drawing and included Did Reference Sheet {rev. 03.9 V) bee use Design vabd for use with Mi"Tek connector pretax only. This design is based rusty upon parameters shown, n, and is for an individual building component, Applicability of design parameters and proper Incorporated of the compo nent is responsibility of bunting designer as owner of the trusses and installer, Labaral resfrate designations shown on molv#duap web and chord members are for compression buckling only, not forbortiting slablttly bracing. Additional temporary reclusion diagonal orating to insure atatudly during construction 1s the responsibility ofthe installer. Additional permanent building saga lity bracing m ind overall structure is the responsibility of the tau wing designer or owner of the trusses, For general guidance regarding design responsibilities, fabrication, fluse ly confirm, storage, delivery, erection, lateral restraint area diagonal bracing, consalt A;NSI✓'rPI t, DS"9 and SCSI (Building Component Safely lumnicatanp swunible from F3 0 11.0 4.0-14 3.10.6 4-0.14 July 18,2013 WARNING . Verify design parameters and need notes on this Truax Design Drawing and included Dial Reference Sheet (rev. 03»1 before use. Design were for use with MiTak connector pietas only. This design is based only upon parameters shown, and is W an individual building component icab4Rty of design parameters and proper smorporstion of the component is respo nsibility of building designer or owner of the trashes and installer. Lateral restraint designations shown on individual web and chrad members are for compression buckling only. not Rebuilding stattrti€y bracing. Adfiftforeri temporary restraunti pp diagonal br�aclrsg to insure stability during construction is the responsibility of the installer, Addilmmda permanent building Stability bracing of the overall structure ]2zY is tree responsibility of the ongoing designer or owner of the trusses. For general guidance regarding design responshoilties, fabrication, cluster control, storage. �t si t e+ delivery, erection, lateral restraint and diagonal braemg,. consul ANSVTFI 1, 0$8 -89 and SCSI (Building Component Safety information) avathible NS11L. "l"t�l�t GL. " SBCA at w .sbcdndusliv.com, 5`r2 -12 22 -90 -74 _ ,,,,,,2•2•s4 .... __ a _ 7-5-10 a- 2.50 FF 4x8 Scale = 112,0 4 s 3x4 = Wit = 3x4 = 400 :4 3x6 ._ Judy 15,2013 LOADING lost) ( SPACING 2d-0 4 CSI TOLL 47.0 k Freres Increase 1,25 x TC 0.36 TCDL 100 Lumber increase 115 BC 0.74 SCLL 0'0 Rep Stress Iner NO VV8 0.61 SCDL 10'0 Code lRC2009fTP12007 (Matrix -M) DEft in (Pot) tided Lid PLATES GRIP Ver1(LL) •0.46 8 >999 244 MT20 1971144 VehITQ -0,26 8 >665 284 MT20H 14&109 HorGTL) 4.08 6 we nor Weight 999 Is FT-O% LUMBER BRACING TOP CHORE? 2x8 SPF 21ODF 2.8E TAP CHORD 2 -0.0 oc purdins (5 -4 -14 rnax,): 1.5, except" verticals. BOT CHORD 2x5 DF 1950F 1.7E BOT CHORD Rigid ceFf ng dutrOy applied or 10-0.0 on bracing. 'AfE.BS 2x4 SPF No.2 *Except' 1- 10,5 -6.2- 14,44 2x6 SPF 2104E 4.4E Supplementary Bearing Plates, special anchorage, or other means to allow for the minimum required REACTIONS (iblsizel 10=14022 - 3 - 8 Iraq. 0 - 5.5), 6 - 1127 3 (rag. 0 support width (such as column Caps, bearing blocks, Max Hoax 10.99(LC 6 ) etc.) are the responsibility of the building designer. Max Late 10=- 2338(LC 5),. 5-- 2613(LC 6) See Note 9. FORCES (4b) . Max. Cornp.tMax. Ten. - Ail forces 250 (to) or less except when shown. TOP CHORD 1- 10- 940289, 4.11 =• /278,.11-12--5401178,2-12--6401178,2-3--1294113096,3 4- 13-- 6201195, 93- 'f4-820`995,.544w- 6241195. M-- 951/291 80' CHORD 10.15 -- 3154152941, 9-15 -- 3254112949, 9.1&= -40721 15879, 16- '47-- 40721168"78.8.77 -- 4472116878, 8.18 -- 4472(26878, 16.1 9 =-4 07 211 68 78, 7.14'x» 40721161378, 7= 20= ..3478113155.20 »2 9 =- 3178/131 55, 6.21 -- 3178!43155 WEBS 2 3- 8-- 53N2490, 3.7 -- 4229/2015, 44- 105314952.4.6 -- 1432513420 9 WARNING Verity design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev, 03 before use Design valid for use with MiTak connector plates only. This design is based only upon parameters shown, and Is for an individual building componerl, Applicability of design paramatera and proper incorporation of the comporshil is responsibiaty of building designer or owner of the trusses and installer. Lateral restrain# designations shown on itttdividual web and chord members are for compression buckling only, rwt forbuili ing sallefty bracing. Additional temporary restraw diagonal bracing to insure stabif cy during construction is the responsibility of the installer. Adififional permanent building stability bracing of the overall structure is the responfirtusfy of the building designer or owner of the trusses. For genera# guidance regarding design responsitu ties, fabrication, quardy control, storage, delivery, erection, raterat restraint and diagonal bracing, consult ANSVTPI 1,. DS8 and SCSI (S uctiing Component Safety Information) avaliaue from ffiffi 3 -5 7 -5.9 'R 1 -'! •t3 14-'S t =0 3 -9-90 __.._ �...__.. _..___....�.�...�.....„.W,..�.. 3-?• 14 ,.-_.....,_. �., �......_.,.. �... ...�.._.- .,..._- .......__,.� -t tA.._.._.,...._... �m.,.....-.....-._{_.-- .m.___,,......w.�..,........_ 3- 9. 70:.. ........._ .............�. -,.._I 1Qx24 MT20H !t THD26 THD26 IOx2t4 MT20H July 18,2013 LOAD CASE(S) Standard 1) Ret;War: Lumber hrreawl. 15, Plate tnerease-I 15 Uniform Loads (pff) Vert: 1.5=-514(F--400), 6-10=-20 Concentrated Loaft (to) Vert: 10-1509(8) 6--1509(B) 16=-150%B) 17=«'1 (S} 18--1509(B) 20--1509(B) 21-1509(8) rs Daily Temperature Range: High Latitude. 39 Degrees Elevation: 5418 ft. Attitude Factor: 0.819 Outdoor Outdoor Outdoor Dry ul Vat Bulb ' Bal.Hum Winter: 1 9.19 0% Summer. 91 59`` 15% Indoor Indoor Grains Ial.t turn Bu lb Gittaranoa 50% 70 81.1}5 5 0% 75 -39 . � , ua l J 8th Edition Versio 2 an d A CCA Manual D. •• s s ing use and weather may vary, • #'" •fM iY APP ROV E D Wheat Ridge Builditig Dt-- Date : / w Signed: � Plan heck r Y:\ ... \flan 1120 End it.rhv Wednesday, November r 0, 013, :1 PM UV _. . < - #< f� * : t » <.,� �� �«f 4 # � ~ ~ ^, � ®� ■ � ■ ■! » », ,,«< ! ■, ■!# ■,,!! w »« ; ■« < « ® « �<x ©\: « ■■ � \ d � � ... . ... < . .., �� \K■ .. # y� w� ±�,� ? »u! <� « :- � ■ &� � t. m w » 2 � :■ w� © * «� -° ■ . , \ � »« :�� »<«w»4 ° < »� \ »� \ \ � «« ■l.. ;� « «2w�.:: > ��a��.� : *z��� :� � © >��. »tw�� :�: w \�y� � \4:< ■!\ 2� ��2� . :� ■ < ■ ; : -� ° ®�� v <z� < »,t «!� ■ 2, w :..� >. » / \ \Return G e « Open \ y « C42 y. p. . \2 2 ». .. . d ƒ42 « t »., «■ » » : :�»: �,x© #«� < ■ »: :..�. YA -APla n 1120 End Un t.rhv November 2013, 314 PM Test For Adequate Exposure Diversity • Average Glass / 1. x Average / Hourly Glass / Hourly Total Net Sensible Gain Glass Gain Gain Gain Over 12 Hours System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 43.3% AED Excursion (amount by which peak exceeds 1 .3 x average): 935 Btuh Y:\ ..,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 ?a 8arn 9arn 10arn liam 12prn Ipm 2pm 3prn 4prn 5pm 6pm 7pm --Duct Name: ST-220, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0M03 152 279 0.000 Up: ST-270 55 20 0M9 0.000 Rect 0.5 10 0.0 0,000 Presize 387 2.5 0,336 0A64 --Duct Name: ST-210, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0,0003 152 107 OMO Up: ST-290 55 20 0.002 OMO Rect OZ 10 0.0 OMO Presize 148 2,5 0,336 0,464 —Duct Name: ST-200, Feeds Into: Kitchen/Dining, Effective Length: 0.5 Trunk 0,0003 15.2 79 0.000 Up: ST -210 55 20 0.001 OMO Rect OZ 10 0.0 0,000 Presize 110 2.5 0.335 0.464 -- -Duct Name: SR-1 00, Supplies: Pwdr, Fittings: 2-1, 4-AD, Effective Length: 62.2 Runout 0.0003 5 235 0M4 Up: ST-190 128 19 0.021 0.009 Rnd 16.0 5.5 442 0,013 Presize 32 23,6 0,324 0,476 -- -Duct Name: SR-160, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 70.9 Runout 0.0003 7 269 0,003 Up: ST-280 55 5,4 0.019 0,011 Find 13.3 73 57.7 0.014 Presize 72 243 0,322 0A78 -- -Duct Name: SR-170, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 76.5 Runout 0.0003 7 269 0M3 Up: ST-230 55 5.4 0.019 0V2 Find 13.3 77 633 0.015 Presize 72 24.3 0,321 0.479 -- -Duct Name: SR-180, Supplies: Kitchen/Dining, Fittings: 2-1,4-AD, Effective Length: 83.5 Runout 0M03 8 315 0.002 Up: ST-220 55 6.2 0M1 0.016 Find 10.4 8.7 73.1 0.018 Presize 110 21.8 0.318 0A82 --Duct Name: SR-200, Supplies: Kitchen/Dining, Fittings: 2-1,4-AD, Effective Length: 51.2 Runout 0.0003 7 412 OMO Up: ST-200 55 5.4 0.041 0.021 Rnd 0,0 7,7 512 0,021 Presize 110 0 0.315 0,485 YA . APlan 1120 End Unit, rhv Wednesday, November 20,2013,3:14 PM -- -Duct Name: RT -170, Feeds From: Kitchen /Dining, Effective Length: 2.0 Trunk 0.0003 12 388 O.00O Up: RT -140 75 12 0.020 O.00O Rect 2.0 10 0.0 O.00O Presize _. 323 73 -0.032 0107 -- -Duct Dame: RT -140, Feeds From:. Kitchen/Dining, Effective Length: 7,0 "gunk 0.0003 12 388 0.001 Up: RT -190 75 12 0.020 0,000 Rect 7.0 10 0.0 0.001 Presize 323 253 -0.033 0.107 - -Duct Name, Low, Returns From: Kitchen/Dining, Fittings: -R, -H, Effective Length: 84.0 Rnot 0.0003 152 371 0.000 Up: RT -190 75 20 0.015 0.012 Rect 0.2 10 818 0.012 Presize 515 0.9 - 0.022 0,012 • - -Duct Name: RT -180, Effective Length: 3.3 Trunk 0.0003 16 625 0.001 Up: RT -120 75 18 0.034 0.000 Rect 33 12 0.0 0.001 Presize 038 167 -0.035 0.110 -- -Duct name: R T -100, Feeds From: Guest Entry, Fittings: 5g111, -N, Effective Length: 171.7 Trunk 0.0003 152 675 0.000 Up. Fan 75 20 0.043 0.074 Rect 03 10 1713 0.075 Presize 038 13 -0.040 0.115 - -.Duct Name: RT -110, Feeds From:: guest Entry, Effective Length: 1.8 Trunk 0.0003 15.2 675 0.001 Up :: RiT -100 75 20 0.043 0.000 Rect 1.8 10 0.0 0.001 Presize 938 92 -0.030 0.114 - -Duct Name: RTn10, Effective Length: 7.7 Trunk 0.0003 16 625 0.003 Up: RT -110 75 18 0.034 0.000 Rect 73 12 0.0 OM3 Presize 938 383 -0.037 0.111 -- -Duct Name: Low, Returns Frown: west Entry, Fittings: 6 -, 6 -G, 1 -, Effective Length: 50.1 Runout 0.0003 7 374 0.003 Up: RT -180 75 5.4 0.033 0.013 Rnd 10.4 73 303 0.017 Presize 100 10,1 -0.019 0.017 YA .,AMan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 Pik YA ,APlan 1120 End Unit.rhv Wednesday, November 20, 201 Wall 14 Building Gain 16,193 Btuh YA.,APIan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM New Town Window: Glazing-3/3, u-value 0.3, SHGC U 292,8 6,062 0 7,660 7,660 New Town Door: Door-R=2,85 41.8 1,010 0 322 322 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1580.5 7,089 0 1,159 1,159 cavity, no board insulation, siding finish, wood studs 12D-0sw: Wall-Frame, R-15 insulation in 2 x 4 stud 8616 5,126 0 1,150 1,150 cavity, no board insulation, siding finish, wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 722 1,296 0 863 863 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 22B-10ph-t: Floor-Slab on grade, Vertical board insulation 67 2,224 0 0 0 covers stab edge and extends straight down to 3' below grade, tile covering, R-10 insulation, passive, heavy moist soil 20P-38-c: Floor-Over open crawl space or garage, 500.9 1,037 0 89 89 Passive, R-38 blanket insulation, carpet covering Subtotals for structure: 23,844 0 11,243 11,243 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 8,715 -418 2,483 2,065 Infiltration: Winter CFM 85, Summer CFM: 73 5,255 -1,595 1,055 -540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6,95 gal/day: 2,550 0 0 0 AEC Excursion: 0 0 935 935 System I System I Load Totals: 40,364 -1,413 17,606 16,193 Supply CFM: 825 Square ft. of Room Area: 1,564 Volume (W) of Cond. Space: 14,881 I, i Total Sensible Gain: Total Latent' Gain: il Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and ManuaF*Lcjim_Rt_dP_L 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. at your design conditions. Y:k .,,\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Cooling System Type: Standard Air Conditioner Outdoor Model. CA13NA024 .... (A,S) Indoor Model: CI PV*3017A* * +TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference Cho.: 4540832 Nominal Capacity: 23200 Efficiency:. 13 SEER Heating System Type.. Natural Gas Furnace Model: 5SC2S060S17 -16 Tradename: Carrier Manufacturer; CARRIER CORPORATION [description: Natural Gas or Propane Furnace Capacity: 56000 Efficiency, 02.1 AFUE Y:\ ... \Plan 1120 End Unit,rhv Wednesday, November 20, 2013, 3:14 PM Room Length; 1543 fit. System Number: 1 13 Room Width; 1.01 ft. Zone Number: 1 4.5 Area: 155.0} sq.ft. Supply Air: 157 CFM Ceiling Right: 103.01 ;ft. Supply Air Changes: 6.5 AC/hr Volume: 1,547,03 cu,ft. Req. Vent. Clg: 01 CFM Number of Registers: 1 NF- Wall- 12D -01sw 12,9 X 103 Actual Winter Vent.: 01 CFM 767 1.3 0 Percent of Supply.: 0 % 03.350 24,2 4303 Actual Summer !lent.: 03 CFM 6.7 Percent of Supply; 0 % NW- Door -New Town Dior 3 X 8 Actual Winter Infil.: 16 CFM 586 73 0 Actual Summer Inf l.: 13 CFI SW- Wall- 12D -01sw 2.8 X 101 283 03.0186 5.9 158 13 01 38 NW- Wall- 12F -Osw 4,2 X 101: 311 01.065 4.5 142 01 01 23 SW- Wall -12F -O w 4.1 X 101 333 ().0365 4.5 149 033 0 24 NW- Wall- 12F -01sw 6.5 X:103 41 01.0165 4:5 184 01,7 03 3 NF- Wall- 12D -01sw 12,9 X 103 1232 01.0386 5.9 767 1.3 0 172 SF -Door -New Town Door 2.7 X 17,8 03.350 24,2 4303 7:7 0 137 6.7 NW- Door -New Town Dior 3 X 8 24 13.3501 242 586 73 0 185 NW -Gls -New Town Window c- 103 03.30301 203.7 2037 215 0 235 0.30%S %S SW -Gls -New Town Window shgc- 7,5 0.300 201.7 155 28.3 03 212 0.30%S Floor- 2213-1 01ph 51 ft.,per. 51 01.481 33.2 1,693 0.03 0 01 Subtotals for Structure: 5,315 01 1,193 Infil,: Win.: 15.5, Sum.. 13.4 510 1.892 965 03801 -293 194 Ductwork; 1,881 243 AED Excursion. 91 M ...\Plan 1120 End Unitrhv Wednesday, ♦ •" MM 52 CFM 5,9 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 5 CFM 4 CFM 1.3 0 80 0.7 0 58 215 0 235 215 0 235 0,0 0 0 pply Air Changes: 0 608 9.379 -91 60 117 44 Percent • Supply.: -91 829 529 ft. System Number: 10 ft Zone Number: 510 sq.ft. Supply Aiv M pply Air Changes: 5290 cu.ft. Req, Vent. Clg I Actual Winter Vent.: Percent • Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infill: Actual Summer Infil.: 60 0.086 5.9 356 78.3 1► M5 4L 351 10 U00 207 207 10 0,300 207 207 16 O481 33.2 531 1,652 158 1.889 299 584 Y:4 ..,!Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Number of Registers: clg. 67.9 Occurrences: 6.3 ft. System Number: 62 ;ft. Zone Number: 39.0 sq,fta Supply Air: 11.0 ft. Supply Air Changes: 430.0 ;u.ft. Req. Vent. Clg: 1 942 Actual Winter Want.: 138 1.891 Percent of Supply,: Ductwork. Actual S ummer Vent.. 360 A D Excursion: Percent of Supply: Actual Winter Infil,: Actual S ummer Infil.: IMF- Wall -12 ? -Osw 6.2 X 11 67.9 0.086 5.9 403 SE-Gls -1 aw Town Window shgc- 9 0.300 20.7 186 0.30%S AC /hr 0 CFI Floor -20P -381 X 39.1 39.1 0.030 2A 81 Subtotals for Structure: CFM 0% 942 lnfil.: Win.: 4.2, Sum,: 3;6 138 1.891 269 Ductwork. 360 A D Excursion: Roan Totals. 1,562 1.3 0 90 282 0 254 32 CFI 4.4 AC /hr 0 CFI 0 CFM 0% 0 CFM 0% 4 CFM 4 CFM 1.3 0 90 282 0 254 0.2' 0 7 0 396 0.373 -79 52 8 30 -79 555 Y :1 .. \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3 :14 PM Room Length: 3613 ft, System Number: Room Width: 1.0 ft, Zone Number: Area: 362.0 sq.ft, Supply Air: Ceiling Height'. 11,0 ft. Supply Air Changes: Volume: 3,978.0 u.ft. Req. Vent. Cl g: Number of Registers: 2 0,300 Actual Winter Vent. 9 0.300 20.7 Percent of Supply.: 0,300 20.7 30 Actual Summer Vent,: 207 19.3 0M6 Percent of Supply: 341,4 0.030 2.1 Actual Winter Infil.: 16 CFM Actual Summer Infil.: 136 0,065 4.5 59,9 0M5 4,5 20.1 0.065 4.5 76,4 0}M5 4.5 20.1 0,065 4.5 7.4 0.065 4.5 221,9 0.086 5.9 9 0,300 207 9 0.300 20.7 13.5 0,300 20.7 30 0.300 207 19.3 0M6 1.8 341,4 0.030 2.1 603 1.891 iE MWOI NMI MM Y:\,,.\Plan 1120 End Unit.rhv Wednesday, November 2 0, 2013, 3:14 PM 220 CFM 3.3 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 18 CFM 16 CFM loom= 0,7 0 100 03 0 44 0.7 0 15 03 0 56 07 0 15 03 0 5 13 0 296 28.2 0 254 28.2 0 254 282 0 381 28,2 0 847 1,2 0 23 02 0 61 0 2,351 0.380 -346 229 661 249 0 1,200 -346 4,691 Y:\,,.\Plan 1120 End Unit.rhv Wednesday, November 2 0, 2013, 3:14 PM Room Length 2523 #t, System Number: 1 0.086 Roam Width: 1.0 ft. Zone Number: 1 112 Area: 252.0 scift Supply Air.: 145 CFM Ceiling Height: 11.0 'ft, Supply Air Changes: 3A AC/hr Volume. 2,776.0 cu.ft. Reel. Vent, Clg. 0 CFM Number of Registers Actual Winter Vent.. 0 CFM Percent of Supply.. 0 % Actual Summer Vent., 0 CFM Percent of Supply °rte Actual Winter Infil.. 15 CFM Actual Summer Infil.. 13 CFM !• MMIUMP, 44 0.065 61.6 0.065 84.4 0.086 10 0.300 12 0.800 30 0.300 17.8 0.300 8 0.300 61.3 0.030 495 207 4.5 476 4.5 197 4.5 276 5.9 501 20.7 207 20.7 20.7 20.7 20.7 2.1 UM; r r • a 0.7 0 78 0.7 ' 0 32 0.7 0 45 1.3> 0 112 28.2 0 282 28.3 0 889 2:3.5 0 706 23.5 0 419 23.5 0 188 0.2 0 11 f z • M♦ Y \ ... \Plan 1120 End Un t.rhv Wednesday, November 20,2013,314 PM Room Length: 212.5 ft. System Number: ' ` 1 Room Width: 1,0 ft. Zone Number: 1 Area: 2110 s .ft. Supply Air: 93 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 33 AC/hr Volume: 1,700.0 cuft 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 lnfil.: 9 CFM Actual Summer lnfil.: 7 CFM SE- Wall- 12E -Osw 1#� 8 ' S5 0.065 4.5 247 0.7 0 40 NE- Wall- 12D -0sw 253 X 8 202.6 0.086 5.9 1,202 13 0 270 SE - Gls -New Town Window shgc° 25 0.300 207 516 262 0 ' 706 0-3 0%S P- Cell - 1613-38 212.5 X 1 212.5 0.026 1.8 361 1.2 0 254 Subtotals for Structure: 2,348 0 1,270 lnfil.: Win.: 8.6, Sum.: 7.5 283 1.893 535 0,379 -162 107 Ductwork: 863 281 AEC? Excursion: 106 People: 200 [at/per, 230 sen /per: 1 200 230 Room 'Totals. 3,746 38 1,994 Y :4 ... \Plan 1120 End Un t.rhv Wednesday, November 20, 2013, 3 :14 Ply uaicuiat on Moue: Htg. & c lg, 01.0185 4.5 Occurrences: 1 6 Room Length: 148.1 ft. System Number: 1 28.2 Room Width; 1.0 ft. Zone Number: 1 Area.: 148.01 sq.ft. Supply Air: 77 CFM Ceiling eight; 8.01 ft. Supply Air Changes: 19 AC/hr Volume. 1,185.01 cu.ft. , Req. Vent, Clg. Q CF Number of registers. 2 383 Actual Winter Vent.. 8 CFM Ductwork. Percent of Supply.. 0 °! 231 AED Excursion: Actual Sumner Vent,: 01 CFM 87 People; 2010 latlper, 230 senlper: Percent of Supply: 6 % 200 230 Actual Winter Infil.. 6 CFM 2,552 84 Actual Summer Infil.: 5 CFM SW- Wall- 12F -8sw 14.7'X 8 117.4 01.0185 4.5 526 01.7 6 85 SF- Cis -New Town Window shgc 2 5 01.3016 203 518 28.2 01 706 01,3 0 %S UP -Cell- 1613- 8 148.1 X 1 148.1 0.025 1.8 255 1.2 0 177 Subtotals for Structure 1,581 01 1,613 Infil.; Win,: 62, Sum.: 5.8 ` 2013 ` 1,889 383 0.3801 -116 77 Ductwork. 588 231 AED Excursion: 87 People; 2010 latlper, 230 senlper: 1 200 230 Room Totals; 2,552 84 1,638 Y:\ ...\Plan 1120 End Unit.rhv Wednesday, November 201, 2013, 3.14 PIA �� Y :\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Calculation fade: Htg. & clg. Occurrences: 1 Room Length: 211.6 ft. System Number: 1 Room Width. 1,0 ft. Zone Number: 1 Area: 212.0 sq.ft. Supply Aire 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes 4.0 AC/hr Volume: 1,6910 cu.ft Req. Vent, Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 %d Actual Summer Vent.: 0 CFI Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil,: 6 CFM SW- Wall- 12F�Osw 19.3 X 8 140,6 0.066 4,5 631 0.7 0 103 , NW- Wall- 12F -Osw 11.3 X 8 65.6 0.066 4.5 250 01 0 41 SW -GIs -New Town Window shgc- 14 0.300 20.7 290 28 2 0 395 0.30%S NW- GIs -New Town Window shgc- 35 0300 201 725 215 0 824 0.3 0 %oS UP -Ceil- 1 613 -38 211 .6 X 1 211.6 0.026 1.8 380 1,2 0 253 Floor -2OP -8 1 X 46.5 46.5 0.030 21 96 0.2 0 8 Subtotals for Structures 2,372 0 1,624 lnfil., Win.. 7.5, Sum.: 6.5 245 1 .892 464 0.379 -141 93 Ductwork: 849 341 AED Excursion: 128 People. 200 latlper, 230 sen /per. _1 200 230 Room Totals. 3 59 2,416 Y :\ ... \Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Room Length: 5.5 ft. System Number: 1 0 Room Width: 9.8 >ft. Zane plumber: 1 4 Area: 5. s.fta Supply Air: 4 CFf Ceiling Height :: 3.0 =ft. supply Air Changes: 6.5 AC/hr Volume: 433.0 cuft. Req. Vent. Clg: 0 CFI Plumber of Registers: 1 Actual Winter Vent.: 0 CFI Percent of Supply.: g % Actual Summer Vent.: 6 CFM Percent of Supply: 0 "f Actual Winter Infil.: 0 CFI Actual Summer Infil.: 0 CFI +>M End Unitrhv Wednesday, • • 20,2013,314 PM g 0 0 11 4 Q 81 +>M End Unitrhv Wednesday, • • 20,2013,314 PM ;» *, ...ill !! • w ' • « *` ' « t '" � *" +(N 'r !� "� 1{ "" {� *'' ' c10. Occurrences: 1 76.3 ft. System Number: 1 1.0 ft. Zone Number: 1 76.0 sq.ft. Supply Air: 35 CFM 8.0 ft. Supply Air Changes: 3.4 AC/hr 610.0 cuft Req. dent. CI: 0 CFM 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM I q"F M w M w M w M q" 69.4 0,086 5.9 412 13 0 92 8 0.300 201 166 23.5 0 188 763 0.026 1.8 137 12 0 91 12.5 0.030 2.1 26 02 0 2 1,040 0 422 144 1.889 272 0,382 -83 55 393 83 31 1,705 -83 592 Y:\...\Plan 1120 End Unit.rhv Wednesday, November 20, 2013, 3:14 PM Y:\...\Plan 1120 End Un t.rhv Wednesday, € ov mb r 20, 2013; 3:14 CAN! Room Cooling Loads Bar Graphs 2M s M Guest Entry Laundry Pwdr 3,000 4,000 5,000 0 1,000 2,000 M • Y:\,,,\Plan 1124 End Unit-rhv Wednesday, November 20, 2013, 3:14 PM a IS lima "B"Mmi Mb ,i w w i i� i w i w• a a YA .,AFlan 1120 End Unit.rhv Wednesday, November 20, 2013, 3.14 PM 1, � . ............ 1.40 ..:`.. , . ... . .................... test Northwest North Northeast East southeast South southwest Direction Front door Feces Building Net Tonnage r A .;.!Flan 1120 End Un t.rhv Wednesday, Nov mb r 20, 2013, 3:14 PNI ,. 16) 1.33; ......., .............. ... ... .......... .,..,.....,. €36� ....--- ........ ........... ..... ........ —'— ......... i2 c 1 ,34' ., .,........ ........ ........... ...... .,. ................. 1 .3 2 ° .,.........,.,.,.., ,. ....... ..... .. ....,...,,, .. .. ........... . .,: .. 1, 30' ....... .........: ...�.....,........... ., ......... - 1, test Northwest North Northeast East southeast South southwest Direction Front door Feces Building Net Tonnage r A .;.!Flan 1120 End Un t.rhv Wednesday, Nov mb r 20, 2013, 3:14 PNI ,. 16) 11,000 Sam 9am loam 11 am 12 prn I prn 2pm 3pm 4pm 5pM 6pm 7prn Time of Day Front door faces West --w Front door faces Northwest Front den r faces North Front door faces Northeast Froradoorfaces East Frontdoorfaces Southeast Front door faces South Front door faces Southwest YA ..APlan 11 20 End Unit.rhv Wednesday, November 20, 2013, 3 PM