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HomeMy WebLinkAbout3781 Depew Street, Unit Bi CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W2 ? FE Job Address: _j/7a/ I) e=12'214 5 }' Permit Number: , o% 7 G 76ai�w ❑ No one available for ins tion: Time 0 AM/PM Re -Inspection required: o When corrections have been made, call for re -inspection at 303-234-5933 Date: / / Inspector: M-7 - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201707658 PERMIT NO: 201707658 ISSUED: 09/25/2017 JOB ADDRESS: 3781 Depew ST B EXPIRES: 09/25/2018 JOB DESCRIPTION: Permit for remove/reinstall existing system (see 20150) 3.0 KW Roof mounted grid tied PV system. *** CONTACTS *** OWNER (303)503-5981 HAMMERMEISTER HEIDI S 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: 4,161.60 FEES Total Valuation 0.00 Use Tax 87.39 Permit Fee 125.05 ** TOTAL ** 212.44 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that 1 am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its"�ccom�anying approved plans and specifications. Signature of OW)14E or CONTRACTOR (Circle one) Date I I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Oficial 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 iti permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisd. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City of Date: W heat icl e� -� COMMUNITY DEVELOPMENT � Plan/Permit # Building & Inspection Services Division �� i C)� �p S 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 Z L *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3781 Depew St Unit B, Wheat Ridge, CO 80212 Property Owner (please print): Heidi Hammermeister Phone: 253-720-4461 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above , State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.com Sub Contractors: Phone: Phone: 253-720-4461 Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Zo— I lc�, 00 z �0�,p 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 3.06 kW roof -mounted grid -tied solar PV system Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $4161.6 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume fah responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I ani the tegal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the tegat owner of any entity included on this application to tilt that entity on this application. CIRCLE ONE: (06i!'4ER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATUREL DEPARTMENT USE ONLY PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required (CONTRACTOR2 DATE: 9/21/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ABBREVIATIONS ELECTRICAL NOTES INDEX PV1 COVER SHEET LICENSE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN BLDG BUILDING POSITION, A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS CONIC CONCRETE OF THE HAZARDS PER ART. 690.17. PV4 STRUCTURAL VIEWS TYPE EC # 8041 C COMBINER BOX 2. EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM D DISTRIBUTION PANEL MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED PV6 ELECTRICAL CALCULATIONS DIRECT CURRENT BY PHASE AND SYSTEM PER ART. 210.5. CUTSHEETS ATTACHED EG C EQUIPMENT GROUNDING CONDUCTOR 3. A NATIONALLY -RECOGNIZED TESTING (E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN EMT ELECTRICAL METALLIC TUBING COMPLIANCE WITH ART. 110.3. G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL GALV GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) JURISDICTION NOTES GEC GROUNDING ELECTRODE CONDUCTOR 5. DC CONDUCTORS EITHER DO NOT ENTER GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS GENERAL NOTES HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC I CURRENT DISCONNECTING MEANS PER ART. 690.31(E). 11111111111110 Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN � INVS INVERTERS RELIEF AT ALL ENTRY INTO BOXES AS Isc SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID—INTERTIED VIA A kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED POWER—CONDITIONING INVERTER. kW KILOWATT UL—LISTED LOCATION PROVIDED BY THE 2, THIS SYSTEM HAS NO BATTERIES, NO UPS. This permit is for the remove/re-install of LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. Existing equipment previously pe. ted n MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED City of (N) NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL 201500266 ONLY NEC NATIONAL ELECTRIC CODE UL LISTED LAY -IN LUGS LISTED FOR THE BUILDING CODE. wheatR;d9� NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2014 NATIONAL ELECTRIC CODE. &Wldin9DfvrSon 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. 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. cn SS STAINLESS STEEL L r� SSD SEE STRUCTURAL DRAWINGS `^q � Sm"t) STC STANDARD TESTING CONDITIONS Rd rs SWH SOLAR WATER HEATER Ylatmart TYP TYPICAL Supercenter 1 1�4P UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY Super 8 Denver Famous Dave's - V VOLT Staptetion Legendary Pit Vmp VOLTAGE AT MAX POWER Bar -B -clue Voc VOLTAGE AT OPEN CIRCUIT W WATT � E t t11 4vc _ 3R NEMA 3R, RAINTIGHT T Luther Kira Jr {IVT.`+ REV BY DATE COMMENTS cx S Moron Luther Kir:g .IT BI r C� � m CONFIDENTIAL A THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE J13-8025463 0 0 JOB NUMBER:HAMMERMEISTER PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: HEIDI NEW TOWN BUILDERS PERRINS ROW CO DESIGN: NIRAJ NISCHAL �_�`!,. c • MARKET: N. HOMES MODULES: 12 YINGLI YL255P-29b NOR BENSHALL ITT OF NYONE BEE DISCLOSED ED SOLARCITY ORCIN 37818 DEPEW ST. LOT 21. 3.06kw DC ROOF MOUNT PV SYSTEM 'i� JolarCity PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTH DENVER CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PACE NAME: 3055 Clearview Way San Mateo, CA SHEET: REV: DATE: 02 PAYMENT TYPE: LEASE INVERTER (1) SOLAREDGE # SE3000A—US—ZB-U SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 303 503-5981 � ) COVER SHEET 28 F: 29 2/6/2015 888)-S L -SOL -2 89)ww638-10it PV 1c)soL-crrY��6s-z4s9)wwwsolarcity.com s 35' TO P 1120 7' TO PL LOT 21 DRIVEWAY REAR GARAGE 0 u DEPEW STREET PITCH: 12 ARRAY PITCH: 12 MP1 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: Above Twl Stories (N) 50' TRENCF • 18" DEEF • CONDUIT: 1" SCH D 40 PVC WITH WARNIN( V3 RIBBON 6" BELON I GRADE F3' 1.61 % VOLTAGE DROP PL O x4 TEN X1 COM 1119 1120 1 Pr,F:nin STAFFED AND SIGNED OR STRUCrURAL ONLY Digitally signed by Sri Raghavan Date: 2015.02.12 14:52:32 -08'00' CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE i PREMISE OWNER: AH k Wheat Ridge HAMMERMEISTER, HEIDI i - MODULES: A -C -F - f 3781 LJ p DEPEW ST. LOT 21 LL --- N. HOMES 12 YINGLI YL255P-29b u DEPEW STREET PITCH: 12 ARRAY PITCH: 12 MP1 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: Above Twl Stories (N) 50' TRENCF • 18" DEEF • CONDUIT: 1" SCH D 40 PVC WITH WARNIN( V3 RIBBON 6" BELON I GRADE F3' 1.61 % VOLTAGE DROP PL O x4 TEN X1 COM 1119 1120 1 Pr,F:nin STAFFED AND SIGNED OR STRUCrURAL ONLY Digitally signed by Sri Raghavan Date: 2015.02.12 14:52:32 -08'00' CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE ,X)B NUMBER: JB -8025463 0 0 PREMISE OWNER: AH k Wheat Ridge HAMMERMEISTER, HEIDI MARKET: MODULES: BENEFIT OF ANYONE EXCEPT SOLARCITY INC., 3781 LJ p DEPEW ST. LOT 21 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN N. HOMES 12 YINGLI YL255P-29b . PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER, CO 80212 PROECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN OF SOLARCITY INC. (303) 503-5981 PAYMENT TYPE: INVERTER:PERMISSION (1) SOLAREDGE # SE3000A—US—ZB—U 1 LEASE AC 0 19' TO PL (E) UTILITY METER Sc WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS 0 AC DISCONNECT & WARNING LABELS JUNCTION BOX O DC COMBINER BOX & WARNING DISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE — — — INTERIOR EQUIPMENT SITE PLAN Z m //�j� r�'�....•+*� ��t�� Scale: 3/32" = 1' ON Q 01' 10' 21' hrtiuln,,,u DESCRIPTION DESIGN NEW TOWN BUILDERS PERRINS ROW COIV NIRAJ NISCHAL \\�,�SolarCity 3.06kw DC ROOF MOUNT PV SYSTEM 3055 Clearview Way San Mateo, CA PAGE NAME: SHEET: REV: DATE 94402 SITE PLAN -:(650)638-1028 89)wF(656solana9 P V 2 2/6/2015 (888) -SOL -CITY (765-2489) wwwsolarcity.com F4' MAI, 111WEIN FOOTINGS STAGGERED �-2' TYP --- / (N) ZEP INTERLOCK (E) 20 RAFTERS @ 24" SPACING rD--� FRONT VIEW OF MP1 ',,,�����Sc�ale-1/2�-=1:-O- STAMPED AND SIGNED FOR STRUCTURAL ONLY '011 % - I - - . , //zz N\N -- ea�' cc co 44091 Digitally signed by Sri Raghavan Date: 2015.02.12 14:52:47 -08'00' PV MODULE ZEP LEVELING FOOT HANGER BOLT ECOFASTEN FLASHING (E) COMP. SHINGLE (E) ROOF DECKING ,J"x4" LAG BOLT (2-"' EMBED, MIN) (E) RAFTER GRADE 8 ------ — ----- F-- L�j c� Z 00 V) /-L�y I �c STAN D FF �—�Scale: 1-112" = 1' (6) (4) (3) (2) (5) LOWEST MODULE COMPACTED BACKFILL L --g-, , --- UNDISTURBED SOIL RED WARNING TAPE W/ TRACE WIRE APPROVED BACKFILL SCHEDULE 40 PVC CONDUIT INSTALLATION ORDER JOB NUMBER: JB -8025463 00 PREMISE OMER: AHJ: Wheat Ridge DESCRIPTION: HAMMERMEISTER, HEIDI NEW TOWN BUILDERS PERRINS ROW COIV LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN MARKET: N HOMES L2)1 SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ,SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH C(3)FINSERT ECOFASTEN FLASHI PROECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM C(5) INSTALL LAG BOLT WITH SEALI WASHER. ni PAGE NAME: (303) 503- 5981 STRUCTURAL VIEWS SHEET: REV-- DATE- T:(650) 638-1028 F:(650) 638-1029 PV 3 2/6/2015 (888)-SOL-CrrY (765-2489) �wsolancity.conn gINSTALL (6) LEVELING FOOT WI WASHER AND NUT. !n CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -8025463 00 PREMISE OMER: AHJ: Wheat Ridge DESCRIPTION: HAMMERMEISTER, HEIDI NEW TOWN BUILDERS PERRINS ROW COIV DESIGN: NIRAJ NISCHAL BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN MARKET: N HOMES MODULES: (12) YINGLI # YL255P-29b 3781B DEPEW ST. LOT 21. 3.06kw DC ROOF MOUNT PV SYSTEM ,SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER, CO 80212 PROECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: (303) 503- 5981 STRUCTURAL VIEWS SHEET: REV-- DATE- T:(650) 638-1028 F:(650) 638-1029 PV 3 2/6/2015 (888)-SOL-CrrY (765-2489) �wsolancity.conn PAYMENT TYPE: LEASE INVERTER: (1) SOLAREDGE # SE300OA-US-ZB-U CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Digitally signed by Sri Raghavan Date: 2015.02.12 14:52:59 -08'00' SIDE VIEW OF MP T. CHORD: 2x4 @ 24" O.C. ASUPPORT: 2X4/3 WEBS, LB SCALE: 1/4" = 1' MAX SPAN: T-9" JOB NUMBER: J13-8025463 00 MARKET: MODULES: N. HOMES 12 YINGLI # YL255P-29b PROJECT MANAGER: MOUNTING SYSTEM: MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAYMENT TYPE: INVERTER- LEASE N TER: LEASE (1)SOLAREDGE # SE3000A—US—ZB—U 'EMISE OWNER: AHk Wheat Ridge HAMMERMEISTER, HEIDI 3781B DEPEW ST. LOT 21. DENVER, CO 80212 (303) 503-5981 (E) 2X4 TOP CHORD (E) 2X3 WEBS (E) 2X4 WEBS (E) 2X4 BOTTOM CHORD DESCRIPTION: DESIGN: NEW TOWN BUILDERS PERRINS ROW CO NIRA) NISCHAL 3.06kw DC ROOF MOUNT PV SYSTEM PAGE NAME: STRUCTURAL VIEWS SHEET: REV: PV 4 ,SolarCity. 3055 Cleamew Way San Mateo, CA DATE 94402 T:(650)638-1028 F:(650) 638-1029 2/6/2015 (888) -SOL -CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) UFER AT PANEL (E) 400A MAIN SERVICE PANEL Inv 1: DC Ungrounded INV 1 -(1 )SOLAREDGE If SE3000A-US-ZB-U LABEL: A rr12)YINGLI # YL255P-29b TYPE EC # 8041 WITH IRREVERSIBLE CRIMP (E)) 400A LPN -R FUSED MAIN DISCONNECT Inverter; 3000W, 240V, 97.5%; w/Unifed Disco and ZB, FCP PV Module; 255W, 230.8W PTC, H4, 40mm, YGE-Z 60, Black Frame ZEP Enabled INV 2 Panel Number: Meter Number. Voc: 37.7 Vpmax: 30 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 125As riu Ion Panel 3 Inverter 1 B MILBANK CUTLER -HAMMER CUTLER -HAMMER Meter Socket Disconnect Disconnect 3 SOLAREDGE ^ SE3000A-US-ZB-U 10OA/2P 20A/2P C D E zacv SolarCit y Lt A TO (E) DISTIBUTIONF- a - - - - - - - GND _ - - GND - - - N _GEC DC- GEC N DC- 2 1 (RC, DC- MP 1: 1X12 PAN EA EGC EGC UNIT GND __ -------------------------- ---'---- -- ------------ J OOA/2P I B _N' TO (E) DISTIBUTION PANEL UNIT B OOA/2P I I B N To E l DISTIBUTION PANEL UNIT C l OOA/2P A I B I TO (E) N CONDUIT IS TO BE MOUNTED MORE THAN 1/2" ABOVE ROOF DISTIBUTION SURFACE TO PREVENT FURTHER AMPACITY DERATING UNDER PANEL NEC 310.15(B)(2)(C), UNIT D I I IiI EGCIGECJ Z� I 400A FUSED _ _ GEGI _ DISCONNECT #8 JUMPER Q (i)SLadNCteEA20OVN3L1125CU enir125A1/24, NEMA AC t)SCSy M IFSDNGOUEDX �?GSS UNFUSED, DC �(1)MILBANK # U4801 -XL -5T9 Meter Socket; 200A, #6-350, Ringless (12)SOLAREDGE jP300-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP TO 120/240V BOND (N) #8 EGC/GEC TO (E) -(3)MILBANK g K4977 -INT nd ( 1) AWG #6, Solid Bare Copper SINGLE PHASE UFER OR (E) GEC IN Load -Side Tap Connector; 100A, #12 - 1/0 AWG - ( 1) Ground Rod; 5/8" x 8', Copper UTILITY SERVICE PANEL WITH IRREVERSIBLE CRIMP PER ART. 250.64(C) () �� # 40VocURB I ! J Disconnect; 30A, Disconnect; 30A, 240Voc, Non -Fusible. NEMA 3R ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNEC - (I)CUTLER-HAMMERd OG03ONB A SEPARATE (N) #6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE- Ground/Neutral Kit; 30A, General Duty (DG) THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS. POI ( I ) SIEMENS # Q220 PV BACKFEED BREAKER Breaker, 20A 2P, 2 Spaces / p (1) AWG #10, THWN-2, Black o 1 AWG 10, THWN-2, Red O � { ) # - ( 1) Wire (2) AWG 110, PV WRE, Black Voc* = 500 VDC Isc = 15 ADC Metal Clad Cable; MC 10/3 w/G 75degC cN or O � (1) AWG 110, Solid Bare Copper EGC Vmp = 350 VDC Imp= 8.63 ADC - (1) CUTLER -HAMMER # DG030N8 Ground/Neutrol Kit; 30A, General Duty (DG) (1) AWG #10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp=12.5 AAC -(1)AWG THWN-2, Green EGC/GEC (1) AWG 10, THWN-2, Black # (1) AWG THWN-2, Voc* = 500 VDC Isc = 15 ADC I-1 Vmp = 350 VDC Imp= 8.63 ADC (1)CUTLER-HAMMER # DG321UG8 E #a, Q #10, Red .- Disconnect; 30A, 24OVac, Non -Fusible, NEMA 1 - (1) Conduit Kit; 1" PVC, Sch. 40 EGC (1 ) AWG #10, THWN-2, Green EGC _ (1 ) Conduit Kit; 3/4" EMT - (1)CUTLER-HAMMER M DG030NB Ground/Neutral it; 30A, General Duty (DG) CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER:JB-8025463 00 PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE HAMMERMEISTER HEIDI NEW TOWN BUILDERS PERRINS ROW CO NIRAJ NISCHAL ft- MARKET: N. HOMES MODULES 12 YINGLI YL255P-29b NOR,., BENEFIT OF ANYONE EXCEPT SOLARCITY INC., WH SHALL IT BE DISCLOSED IN OLE OR IN 3781 B DEPEW ST. LOT 21. 3.06kw DC ROOF MOUNT PV SYSTEM � ����r SolarC�-ty PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH DENVER, CO 80212 PROJECT MANAGER: MOUNTING SYSTEM: THE SALE AND USE OF THE RESPECTIVE MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM 3055 Clearview Way San Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 303 503-5981 PAGE NAME: THREE LINE DIAGRAM SHEET: REV: DATE: T:(650)638-10 8 4F(650)638-1029 PV 5 2/6/2015 (888) -SOL -CITY (765-2989) wwuv.solarcity.com PAYMENT TYPE: LEASE INVERTER: (1) SOLAREDGE SE3000A-US-ZB-U # 1. Conductor Sizing per Art 690.8(8)(1) o. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All string terminations are rated at 90° C. ------------------------------------------ 2. OCP Sizing per Art 690.8(B)(1) a. Round up to next size per Art 240.4(8) ------------------------------------------- 3. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All branch terminations are rated at 75' C min. ------------------------------------------ 4. OCP Sizing a. Round up to next size per Art 240.4(B) ------------------------------------------ 5. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75° C. 6. OCP Sizing a. Round up to next size per Art 240.4(B) 7 Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*1.25. All inverter output terminations are rated at 75° C min - CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN MOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION MATH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ELECTRICAL CALCULATIONS Hardware Module: DC Converter: City 12 12 Model Yingli YL255P-29b YGE-Z 60 SolarEdge OP300-MV Inv Power DC W PTC DC W STC Voltage Drop Calculations Vdrop= (Imp) (2'Length) (Resistance) Inverter Imp (A) Max. Length (ft) Wire Input:8.63 1 50 AWG #10 Vdrop= (8.63 1 100 1 0.00124 Inverter Imp (A) Max. Length (ft) Wire Output 1 12.5 1 95 7 AWG #10 Vdrop= (12.5 1 190 1 0.00124 j N/A Imp (A) Max. Length (ft) Wire Vdrop= Ohms) Ohms) Ohms) 5_8.0 / (Vmp) 350 0.33 240 0.82 Inverter A: 1 SolarEdge 3000 AFCI 3000 2700.36 1 3060 Inverter B: I 3000 2700.36 1 3060 Inverter A Stringing String 1: 12 Modules String 2: Modules Inverter B Stringing String 1: Modules String 2: FModules Voltage Drop Calculations Record Low Temp: Max Average High Temp: °F °C -22 -30 89 32 Photovoltaic Module Electrical Specifications: Yingli YL255P-29b YGE-Z 60 Power (STC)= 255W Power (PTC)= 230.8 W Voc= 37.7 V Vmp= 30 V Isc= 9.01 A Imp= 8.49 A Tvoc= -0.12 V/deg C Tvmp= -0.13 V/deg C Tisc= 4.5 mA/deg C Photovoltaic Source Circuit (Modules to PowerBox) V V V V A A A Voc at Min Temp= Voc= Vmp= Vmp at Max Temp= Isc= Imp= Icont= 44.34 37.7 30 26.98 9.01 8.49 11.26 AWG #10 90 °C:Table 310.15(13)(16) Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= 30 > 14.08 A A > 1 11.26 A 17.4 0.58 1 DC Converter Electrical Specifications: SolarEdge OP300-MV Power= 300 W Efficiency Factor= 0.99 Vmin_input= 5 V Vmax_input= 60 V Imax_input= 10 A Vmax_output= 500 V Imax_output= 15 A PowerBox to Combiner String 1 Vmax=500 V Wire Length 50 Vmp= 350 V Imax= 15 A Imp= 8.63 A Combiner to Inverter Vmax= Vmp= Imax= Imp= AWG #10 Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= OCP=I 500 V Wire Length F 50 350 V 15 A 8.63 A 90 °C:Table 310.15(B)(16) 40 > 18.75 A 30.4 A > 15 A 0.76 1 20 A AWG #10 90 °C:Table 310.15(6)(16) Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= OCP= 40 > 15 A A > 15 A A 30.4 0.76 1 15 DC Converter Electrical Specifications: SolarEdge 3000 AFCI Power= 3000 W Vmp_input= 350 V Vmax_input= 500 V Imax_input= 10 A Vmax_output= 240 V =Service Voltage Imax_output= 12.5 A =lcont Inverter A Output Circuit Service Voltage - Icont = 240 V 12.5 A Wire Length 95 Inverter A Output Circuit Service Voltage = Icont = AWG #10 Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= OCP= 240 V 12.5 A Wire Leng h 95 90 °C:Table 310.15(13)(16) 40 > 15.62 A 36.4 A > 12.5 A 0.91 1 20 A AWG #10 90 °C:Table 310.15(B)(16) Ampacity= Corrected Ampacity= Temperature Derate= Conduit Fill Derate= OCP= 40 > 15.62 A A > 12.5 A A 36.4 0.91 1 20 JOB NUMBER: JB -8025463 00 MARKET: MODULES: N. HOMES 12 YINGLI # YL255P-29b PROJECT MANAGER: MOUNTING SYSTEM: MATTHEW BRIGGS SOLARCITY SLEEKMOUNT SYSTEM PAYMENT TYPE: INVERTER: I FAgF (1) SOLAREDGE # SE3000A-US-ZB-U PREMISE OWNER: AHJ: Wheat Ridge HAMMERMEISTER, HEIDI 3781 B DEPEW ST. LOT 21. DENVER, CO 80212 (303) 503-5981 DESCRIPTION: NEW TOWN BUILDERS PERRINS ROW CO 3.06kw DC ROOF MOUNT PV SYSTEM PAGE NAME: ELECTRICAL CALCULATIONS DESIGN: NIRAJ NISCHAL SHEET: REV: PV 6 NNsolarCity S 3055 Clearview Way San Mateo, CA DATE: 94402 T:(650) 638-1028 F:(650) 638-1029 2/6/2015 1 (888) -SOL -CITY (765-2489) www.solarcity.conn Certificate Of Occupancy Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201401099 Issued: 07/24/2015 Stipulations: New Single Family - Part of a 4 --Plea with a 1 (One) Car Attached Garage. This certificate verifies that the building constructed and/or� the use proposed of the building and/or premises, under thei above permit number and on property described below, does complyl with the Wheat Ridge Building Code and development standards ofi the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. IPA Site Address: 3781 Depew ST B Parcel No: 39-251-25-035 Owner: CROSSWIRE INVESTMENTS LLC 5271 E YAMPA ST CENTENNIAL CO 80015 Contractor: Gene Myers/Dan Connerly 1553 PLATTE ST DENVER CO 80202 For the Following Purpose: Single Family - New Code Editions No change shall be made in the USE of 012 ICC/2014 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Occupancy 2006 ICC/2005 NEC from the City of Wheat Ridge. Other ! -Zoning -A-cU �Inis�trat�®r� I FOR OFFICE USE ONLY I ♦ +rr K as a�* r• • Com plete all information can BOTH sides of this for i Install a 3.06 kW roof-mounted grid-tied Scalar PV system . FULF Btu's a"on Amps Squares Other X ,S ., 30,'V C 9 0 $ k,83 SOL -CI (M5� 2489) I a4 resty c February 11, 2015 Prof Job # 8025463 R: COVER LE77ER Project: Perrins Row - Lot 21 Community Digitally signed Sri Ragh avan 3781B Depew St. Wheatridge, CO 80212 to 15.02, 1 4:531 1 1 - ' ' To Whom It May Concern, Design Criteria: APPROVE suhiect to neld inspections - Applicable Codes = 2009 18C/2006 IRC, ASC 7 -05, and 2005 NOS W Ridge i,,hAldin , - Risk Category =11 Mind Sid = 100 mph, Exposure Category C - Roof Dead Load = 10 pst (Ail MPs) Date-, � w Roof Live Lead = 20 psf (All MPs) - Ground/Roof Snow Load = 30 psf Note: per IBC 1613.1, Seismic check is not required because Ss = 0,224 < 0.4g and Seismic Design Category (SD C) B < I1 I certify thi reviewed a' Please coni Sincerely, ail: srag havan@ sdarcity.com provisions of Ow bullsag e or of aq Cky aftwMit to 9W authority to violate or toW de, pmvklm of Ax llisar r rc asp tar s tl t seat 3055 leary w y San Mateo„ ; 4 2 r sa _10 , 5 1 � ° r ils l t n3� � � t sr �ys vs rs 02.11.201 Page 2 YY -f'',, Ya Mlgi Clearview Way, San Maleo CA 94402 ( 8 )-SOL.m . TY (765-2489) 1 %ww ScAafcIty ccxn, Lot 21 Community - 3m 37818 Depew St., Wheatridge, CO 80212 Latitude: 39.769153, Longitude: -10S.OSS401, Exposure Category: 02 } :. Structural D Softwar t ::. Tilp A hrr� Tt(st;Xtnnk d rniv I its© I E NO , _ I I IBM= *' t1lr�} Y`fiJ�, &f'srFa6 4+v "!Y� ZTe Sta Seam Spadnq S9 -Seam O! NA .. ai, l }� \ � U .11} is J \ � .$. }'r 91 •:i L }l } � } }1 , . IY�Y di} t i 1 X1 \$ � i �xy� } -} Rafter SpKinq 24" O C. ::. Tilp A hrr� Tt(st;Xtnnk d rniv I its© I E NO , _ I I IBM= *' Sum Are of MPs vAb) PV r Roof 522flxt} S 220 lbs ,;k Interior 4 s of ' I f} 3 r sf Ct 2 193 ! s Not Vita ht of Roof Under PV 13,$35 lbs .,, :ti } ��l� t i a + '` 4 ,`'�`v,z�,1.5�1,� , I'a : q�.,,; , 5 };> }y Y,a l ,�t.Zil��`. xt. lire ' re t (Uv) C�CC� rep t. 5 O. -11 /CID -14A1 ' I p " qh (ire) I" ��� R..e Wind Press Exposure K OM Table - M . t.». ,. U.v h, �.i }u,ry ii 5 ,,.,,, }J1, tiaL, ,ssa alc }. 1 ..,. ti ,,, c t Wind Dirrection llty Factor Kd 0.35 Table 6 -4 a qty iii (Kz ) ("z:) (Kd) ( A 2) (1), Velocity Pressure qh Equation 6 -35 2 0.6 Isf .,, :ti } ��l� t i a + '` 4 ,`'�`v,z�,1.5�1,� , I'a : q�.,,; , 5 };> }y Y,a l ,�t.Zil��`. xt. lire ' re t (Uv) C�CC� rep t. 5 O. -11 /CID -14A1 ' I p " qh (ire) I" ��� R..e M u Snow Thermal Factor All structures except as indicat ot herwise NA i r �� flat Roof Snow Load WI M �1 MI w' IIVl1 A i Wi r r� IRiUll I lUI Nu 11111p1 I " i�! ! ! ! u ! ! R NA r �� 74^2 15.2.42 2- 11 °14' 4x51 10 4 12 2.5F 4,54 1 40 1 1 z 1 1 L :. 9 4.SxS j 0.0.0 3,141 2 _. 8 7 6 4x5 - a _ 40 5 7 -9»,2 � 15.2.42 .. 22 -99 -94 Genera CSJ Sumnm Deflection u (14) Allowed lzak 0,4 WgCodcr gsC 2E1 €?W 7Y, 842(1.2) 4¢at'M 0119 in L t41Sr9 (4 - Lr R00"'w"JTN): 10Psf TPI1.2007 BC 0.61(!5..8) V'" U, OAS 0x L #999 C�• ^� 1..1240 %`UL: d €0*1) RM rkuxrwcn Ym Wd,: 0.74€ ,9 ) mm, 0,02 in 5 d}CMC 0 D'O'L. 10 % cmp Fmor Kax R.5 0 562 ),592%, 134 01,279 6.59 IN 4,091 102 qha 4t 6 o.99F; 3.5% R"v am O m'hm d'm m ha 1'Pm cto"e9t @%A5giM:%km the M'O'W'VhO (G cou.P M0.1$A A gdT rPI 1.200VA3.4 091 be usat Cq - E0 4, 2} Iku �- h'zanua r °une�xsnst sa i�r�°,4thia iu?.nsmsaxn araai,5 ,ihxna�rortieltaarsdarr�rsr�¢t uznnuast+are �had6 ire lremrutc� nz rcaiai eh,n�cc rwaitsn aexai uL+fe& sho�ra do ikar 4keme��ras Sunmv i)�u *E 6sciicaa� �naisntanxxc l�trai rrar4ndua 4,'tdt3terpupm3 nt tAr ^Rte�earRd *) sRaexaga. #teroc+� crGC61a. Hours lrz �3aptr�aty ^zNm¢IrnnRtvAra.� €. ,r+.x I}�!5 "E2iC@.RFliL4CFs. Fur a€tuxsxmrvaa hs CCR.s ltd tSlagrwnal lrrra"snx ese tk5b'E:4ttP'dtiF('�?..f'& 4) magus R,W0xm,m dwabowtabk-bw, wflyhwi abec§xri gain, mst tYn +nmt nn4ru; emCcsiu y =n %nr aria!' rrrsleas eteaS a nsrbsrmw,�us. ':8P5l3C`F.Acxrpy rr! 0eee sitwipgz xha21 be Iunx)vtsui nr 0rt cxex;aisftt tix)zeoractrrr. 2'txc tiacr n8`cbis xnats4attn¢ Ynzmr is bxwaaS ezn deeilgr rwtrxssa mr.i reynanlaxvet, ]u4g4ru1 Po} the Tnras b niaxxarrcx ms0 xtiscr u(tpsz the :cnnnv !! #7(15 ?ai stn }ng. - Tied "odY piny mz6 artrgr6cte*nue1 esfUae aufi+nzaT>n na A�nk riy ahc Rar&lnBlAxs�a<x:.;'6 r�i nn ¢bis s)raaring4atdac:Nr. a1.x7+tzawt axtyxnrfnsxnseaf exr,tcxrtug mxgtrrlathsCity ntrtr2y A'rrthc mash tx>et4xsuaxse deazns }hcvwas. 8ar 0te ceiew gtsp aixws3 t31� "[rslwnmrx bz&xnxcx7cwra ,9. Carxstttr: s'+"asa",4 "g .'A7r mldrnorvwi iufssnslatem M ee:;ca�sorptma.�rtkaait be aenaexlm�]uxxC by 5zrs8sann Sm?ng�23c C+.m�ansp, Inc isa arx,cen3ntzcr widlt FSfi•276;2. Afl c�nnes3zavg3mrxx aLC 2F 1, 1kt31fi;F5 6150 5}tat9" Pkew§ g$SNC 6tY[ T} 9`i01VhYx'ra1 6 *` n" -i$' &b1Cb CYiKSk°dWL3 Tf! i g �' 1)L�M dP[ ".� ikS m a nB1Pi2n 1lfditan4"5 $ bAg�i f7`%lSiR!} tQ i g7aR. LICENSE Work shall compty with the, folk,)wi codes: 2012 R. " 11 JECC & 2014 NEC Isc ABBREVI tul rI G - Vuf* f .. THIS SYSTEM IS GRID — I T R11ED VIA A A MPER E kVA ME RE ALL r t �II� I�V�pN�10 IIIIII I,N�UI� � `�+� C O V ER � � �. AC ALTERNATING CURRENT UL— LISTED POWER- CONDITIONING INVERTER. MEANS MAY BE ENERGIZED IN THE OPEN • u t SIT P L A N BLDG BUILDING UL— LISTED LOCATION PROVIDED BY THE POSITION, PROVIDED THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC C LOAD BEARING WALL HAZARDS w w f w *O w a ST 3, w CO i A w R t TU w. � ! TH LINE a.. 1 w R D IST R I B UTI O N P MULTIN BRAN CI B E + ELECT A . .: . I U wr 8. B Y SYSTEM PER AI�T� 210.5. CUTSHEETS ATTACHED EGC EQUI GROUN CON N N R EC O GNIZED (E) EXISTING ALL WORD TO BE DONE TO 2009 INTERNATIONAL L AB OR ATOR Y EQUI NEC EMT ELECT TU • UL LISTED LAY —IN LUGS LISTED FOR THE w 11 BUILDING CODE. ■ S OLA R A ili• METE NOT IN CONTRACT GR SHALL PURPOSE, POSTS SHALL: BE MADE t A COM AR T. ; NOT TO SCALE GEC CONDUCT G ROUNDI NG ELECT i Di ENTE G �. G RO UN D B UILDING A w R UN IN MET RA CEW A YS HDG HOT GALVANIZE DI PPED i y � ENCL FI A CCESSI B LE PANEL BOARD w • MODULE FRAMES, RAIL, AND POSTS SHALL BE DI ME AN S • w x• w. Imp CURRENT AT MAX POWER 6. ALL WIRES SHALL BE PROVIDED NTH STRAIN BONDED WITH EQUIPMENT GROUND CONDUCTORS M ■ • PHOTOVOLTAIC LICENSE Work shall compty with the, folk,)wi codes: 2012 R. " 11 JECC & 2014 NEC Isc SHORT CIRCUIT CURRENT tul rI G - Vuf* REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID — I T R11ED VIA A W WATT kVA KILOVOLT AMPERE 7, M ODULE FRAMES SHALL BE GROUNDED AT THE UL— LISTED POWER- CONDITIONING INVERTER. kW KILOWATT UL— LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3, PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. MIR MIRROR 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4, SOLAR MOUNTING FRAMES ARE TO BE GROUNDED N NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORD 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 6. ALL ELECTRICAL WORK SHALL COMPLY NTH THE NTS NOT TO SCALE ELECTRICALLY CONTINUOUS NTH ATTACHED 2014 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. VICINITY MAP PVC POLYVI CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR S SUBPANEL SHALL BE SIZED ACCORDING TO ART. CH SCHEDULE 250.166(B) & 69047a SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS e SWH SOLAR WATER HEATER wlrt TYP TYPICAL Supercentet 11 UON UNLESS OTHERWISE NOTED a UPS UNINTERRUPTIBLE POWER SUPPLY super 8 Deriver L am s Davy x V VOLT Stapleton LegendM Pit V p VULTAGE Al MAIL PUWER tul rI G - Vuf* Voc VOLTAGE AT OPEN CIRCUIT 0 W WATT lrlm Ave �, 3R NEMA A RAINTIGHT i Lu0net King Jr Blvd DENVER, CO 80212 PACE Nom: (303) 503 -5981 COVE (REV BY CO MMENTS i t IIYY .��� 1IIII P �: pe �� g . WHOSIN MIN PTZ PP J6 + y Z to j E E .aI. 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NEC 9017(4) PP r D 3 Ube ,ect t.} ' Wd nsper, 9 "'t ,h a t R {.Yge B,,,..tNng tai„ -i t5 S tned.:.a, ,....,� ., (AC) AC Disconnect (C): Conduit (CB): Combiner Box (D). Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (IN V): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection 3055 Geaview Way San Mateo, CA 94402 T;(650)638-1028 F;(650)638-1029 SC CO XCEL Label Set GO �1ft�IM4./M '4` ::;:'.:: ,,",,,',,:. .'::: s '. ..: .' "... ...,, .,;.. ....5� WARNING ' ,�� ^e — ' 4: y �R + \ * ,+�! ; - S 1' 4?KJk R .:�.+ .... ::.....: >, i rer tee:. NEC 9017(4) PP r D 3 Ube ,ect t.} ' Wd nsper, 9 "'t ,h a t R {.Yge B,,,..tNng tai„ -i t5 S tned.:.a, ,....,� ., (AC) AC Disconnect (C): Conduit (CB): Combiner Box (D). 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Date, rh. ".Alt I Ah tt F , ry isah", 77'9,11 .,d 1. 351.6 a ,ocz1ft—nee 7e 'p`25'C % e A hgbw w'.M so u ay bw ­ t ­rw w V 4 t lrs tp.r tar e to th. tv— scared P!Ns .19 6&i, Wllt(vltarm Rr a,fd r,�­FIT il.Hi­F'T­ SnI14MA US GAN) Siqned f — Outdoor and indoor installation - Fixed voltage inverter, DC/AC conversion only - Pre-assernWed AC/DC Safety switch for faster installation - Optionai — revenue grade data, AN9 C121 W'�A GERNIANY rTAIY FRANCF �AFAN ClOW, - Au Ti-?[' �SRAFI www,soiaredge.us slar 11=4 o Single Phase Inverters for North America solar =#* SE300OA-US /SE3800A-US ISE5000A-US / SE6000A-US SE7600A-US /SE10000A-US SE1140OA-US SES000A SE3000A �SE380OA-US -US SE600OA-US SE760OA-US SE10000A- US SF,11400A-US II 6UT SolarEdge Single Phase Inverters MmImW AC Power Output 38CK) 110(w) 6000 7600, . . ... ..... 9980 @ 208V 11400 VA S400 @ 208V ltl&)o vmv i For North America fvl,ax, AC Power 0 3300 1 1 1 ,50 6000 8350 �450 @240 17OCK) ICY95 ) 0V I @ 24 VA AC 0utpul Voftage Min -Nom-r4ax. SE300OA-US SE3806A-US SE500OA-US SE600OA-US 1,93 208 � - 22 9 Vac AC Ouqw3 Vottage kffir,,-Nban Max.' SE760OA-US SE1000OA-US SE1140OA-US 20 - 26 Vac 4 4 - AC Frequenq Min.-Nom.Wax," 593 60 60.S (with Hi cou"ItTy ietting 57' - 60 -�60,5 911 Max, conrnwcws Ctutput co,re"I 24 @ 208V 12 48@ 208V 1 " A 4,, 21 @ 240V 42 2 40V A tpitzly Monitonng, IsWwing Prntecton. Country Config Yes !hm she dr MPUT Recommended Ex'Powtr" 47W 61250 7500 9500 12400 14250 w Ungrounded Yes zX dnpul Vona e ildt Ad(- Nom� DC input VoUag�� 20 V ISO @ 2.0v Nt',m 4npul Current— 9.5 6 k,5 @ 208V 2.t3 13 33 @ 208V 345 Add 15 5 @ 240V �q.5 @ V4 V Max, input 9-'aft Ckc'wt cument 4 5 Adc Reverse-Poor ty flralnct�, Yes R Grata nd-fawt lgo , tteurctmr, KIM". Set r 'Mty V: M inuum, inve�ler Lfficw-ncy 973 9&7 983 9 8 98 % CK Vn"Fu d Effiitencv 97,5 (,,1) 7o8v 98 975 97 @ 208V 98 21140V, 91,5, @ 401V Wgnftirne Power Consunlotw, P, A . ..... -------- ------ - — ----- S upported Cf,�Mrnunifati an lnterf�ne� t,485, RS232, EAeem et , ZigBee roptiosz R� F 11, Revenue Grade Djv , ANSi C12,1 optcnu� STANDARD COMP .MANGE U074,,U1169 BJh 9 Gritt Con,"Clion Standard" IEEE1547 FCC rwtls diit;s B out put conduil we AW Granp 3/4' minimorn / 24-6 AVpG 3/4" rnannnurn / 8.3 AWG IM input Conduit iize / # of strings Y 3/4 mm ?T,unt, I 1 1 wings 24- 6 MAIG 3 trunimurn / I astnn%% / 14-6AS4'G Dimensions with AC/DC Safety 30.5 IZ,S x 7 30 5 x 12,5 x 7 30-S X 1 X 10'' / 775 X 315 X 260A P''PhROO VE D Sw u- 5 S h �Hx"ND) 7 75 Xils X 17� 775X,31 X191 Mrr, SUNI�- 16fije d Inspections Weigh wuh AC./DC SafeV Swnch 5 '2, 1 23, �2 S,4.7 24L7 88 401 A Co,Nng Naas Canvec.6on s -ans (u�e� ep4iceablej N<A I se �25 S 0 08A Min -Max, teas , ati . nglery , refs itu rc Wheat Rklq, bddirig Dept. 1 3to­, 14O/ 25 to ,fi0(CANvenuon**** 40to Fl"q�u Rat�ng NEMA 3R . .... .. . ..... .. Date, rh. ".Alt I Ah tt F , ry isah", 77'9,11 .,d 1. 351.6 a ,ocz1ft—nee 7e 'p`25'C % e A hgbw w'.M so u ay bw ­ t ­rw w V 4 t lrs tp.r tar e to th. tv— scared P!Ns .19 6&i, Wllt(vltarm Rr a,fd r,�­FIT il.Hi­F'T­ SnI14MA US GAN) Siqned f — Outdoor and indoor installation - Fixed voltage inverter, DC/AC conversion only - Pre-assernWed AC/DC Safety switch for faster installation - Optionai — revenue grade data, AN9 C121 W'�A GERNIANY rTAIY FRANCF �AFAN ClOW, - Au Ti-?[' �SRAFI www,soiaredge.us ♦� 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 b do' Electrical: ro ekkdlk, Plumbing: Massamaw City License # I Desqt!gffongf W217k* (Fully describe work to be performed - Attach additional sheet If necessary) NCW Rd$ ZMA-) liortiz, R !I Oct r (J4. G�LY% OWNE&CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT t ru�-s or regulations of the City of Wheat Pidge or covenants, easements or restrictions of revord; that all measurements shown and mmumg-11 M Mz2 11111111311 z= Mechanical City License # 09W5 L., Bldg Valuation: $ 'i M �� �� ^ \� ~ 9« mA \ �� } \ .. /.« . m_« . .: RDI |(| / \ P «' R H \ "ONE \ ` q T . z .ORADO . � � « # m � a : � Date: 15' ' f Location of Construction:. Purpose of Construction: Single Family '3413/ x. I Commercial Develonment Review 1'rocessin Fee: ............. »... .,,,..,., ............. $100.00 (Required of all prqjects for document processing) Sin MA-y- Dlex Review Fee ID& Multi-Family C"crmMercia Mniti- ll {amil Review Fees. • Review of existing or minimal technical documents:.,.._.,, ,..,.. »,,.... $200,00 • Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2 I submittals):_., ..... ...... .:....... $600.00 • Traffic Impact Study Review Fee: (Fee, includes reviews of the I" and 2n submittals): ..,.:..., ... »....., ». $500.00 • Trip Generation Study Review Fee ..................... $200.00 • 0 8& M Manual Review & SMA Recording Fee....,,.,_._ ...... $100.00 1 Each Application will be reviewed by staff once and returned for changes, If after review of the second submittal changes have not been trade to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the hallowing Resubmittal Fccs; Resuh mittal Fees. Yd Submittal (V2 initial review feed . ......... ......... ......... $300.00 4` submittal (full initial review fee): ......... $600.00 All subsequent submittals :., . » ................... ....... ». $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): R PLFASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC www.ci.wheatridge.co.us Ro 12 .'12 City of -.�� Wh6atlKi�jge PUBLAC WORKS womm F I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. 1z Drainage: Signature David F. Brossman, P.L.S. Date & NOTE.- ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS ASA RESULT OF PROJECT CONSTRUCTION SHALL BE RFPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, NOTIFICATION FOR PUBLIC IM R ESTORATIO N DATED: Jz� ADDRESS: ut ntal o nsultants te 2180 SOtith I N/ Onho4a Stroot, Suiteit 5 Denver, CcAoradO 80222-5710 303-759-8100 Fax 303-756-2920 ww wagwassenaanc= "0 ' P 4-inch diameter auger borings at the approximate diagonal T corners of the anticipated building footprint to depths of approximately 19 1 /2 to 24721 subsurface matedals encountered consisted of: Boring 1 (southeast corner – Lot 20) 0' 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 Project Number 1351 November 29, 2013 Page 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 i *ose(01 residence may be founded upon Awk& Uh ................ 0 Project flumfoer November 29, 2013 Page 3 0 3. Plumbing and utilities should be isolated from the stab. 4 Provide frequent control joints in the slab. NT Dwellings, LLC P"WMIMA1 November 29, 2■13 Page 4 i i4ations will reduce immediate damage caused by movement - of the floor The wetting of foundation soils and/or bedrock materials which causes heave may be reduced by carefully planned and maintained surface drainage. 2 » /o o \ng reco mmendations should be implemented during construction and maintained by the Homeowner after the residence is completed: NT Dwellings, Project November NT Dwellings, LLC November 29, 2013 Page 6 1 conditions not indicated by the boring are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction in order to verify or revise our recommendations If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations. Reviewed by: Don L. Taylo Jr, P. �'�identi 1 BACICFILL . .. •r•. �_ • s , .s s# • s• • AN D •• s s FOOTING FOUNDATION ^ TYPICAL INTERIOR DRAIN DETAIL MARCH 2006 FIGURE 1 s ®a i I I a I S I 900 MOA * 9Lqc ITOI , I OL9-SL9-Coi� =m4d # LOZ08 OPWOIOD' - ;l"'uQ "a OOLS 1� A 0.X0 ES 0 6 I /� � / p a a I /� � / p a a 0 i OX0 N PLACEM ENT PLAN MAP 01-ov AW-* z i �au,w— A w I t. 7 — ----------- PROBU Id tv 0 UQ5 15 A I W$S KACEMENT t�JAERAM ONLY. TOM V­ � SV4,A4 M OW41AW bltd" w1lp­0 m be SAM" dk.P vt H. q—f—f ft W" , *�,%,, S.. 0A." S,, —h FY--, d,-., T�. b.,w" &.9., ry waw Fa Fa -w —y m,d p—, D.pm iCD 1 Fv,9-4 IVA t­1 PLACEM ENT PLAN MAP 01-ov AW-* �au,w— HT N. MF ------ THIS LAYOUT IS THE SOLE $OUkM f0kPAPICATION OF TRUSSES AND VOIbSALt PKVTOUsAkcWMc',WlAL MOTKkl TWSS tAYlWT& ADMAN AND APPROVAL CT TKS LAVOUT MVST K RECEIVED WFORE ANY TWSSES W14L M SOLT, — ----------- PROBU Id Add— mw w. UQ5 15 A I W$S KACEMENT t�JAERAM ONLY. TOM V­ � SV4,A4 M OW41AW bltd" w1lp­0 m be SAM" dk.P vt H. q—f—f ft W" , *�,%,, S.. 0A." S,, —h FY--, d,-., T�. b.,w" &.9., ry waw Fa Fa -w —y m,d p—, D.pm Fv,9-4 IVA t­1 mmlzv•� The truss drawing(s) referenced below have been prepared by DrJ Consulting, Uk under my direct supervision based on the parameters provided by Pro Build South (Longmont), Pages or sheets covered by this seat: 17009813 thru17009819 My license renewal date for the state of Colorado is October 31, 20 13. 1120 1 lGI 9*p 27 2012 MiTek Ind"Itresi, Inc. Thu Jut 18 09�3&41 2013 7'350 s ' 14-6-0 ID:VtQnwg3wX3YOvCGWrU9nNlzDyXN-OwRgsRKW3YyrkbqaMm2�_.tzu$ZA7?xko7, 0.11-0 14-8-0 3X4 II Scale - 938.0 2'50 F-2 13 14 LOADING (psi} I SPACING 2.0.0 cSt DEFL in (i0c) Vatiol Up PLATES GRIP TOLL 30,0 Pipes Increase 1,15 TO 0.29 Vert(LL) .0,00 13 Nr 120 MT20 1971144 TCOL 10,0 Lumber Increase 1,15 SO 0,09 3 VWtCrL) -0,01 14 n1p 120 BCLL 0'0 10.0 Rep Stress Incr Yes 0.09 liorz(TL) 0,00 15 rim MIS BCDL Code 1RC200%xTPi2007 ( Weight: 91 to FT-0% LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD Strachral wood sheathing directly applied or 6-0-0 oc punirts, except end verticate BOTCHORD 2x4 SPF No,2 SOT CHORD Rigid calling directly applied or 6-0 0 be bracing, Except: VVESS Us SPF Np,2 9.2-13 0c bracing: 24-25. OTHERS 2x4 SPF No,2 REACTIONS AtI bearings 14.6-0, (ib) - Max Herz 25-329(LC 6) coax Uplift Ali upift 100 b or less at taints) 25,16,17,18, 19, 20,21,22,23 except 15---124(LC 8), 24--288(LC 6) Max Gray All reactions 250 to or less at joinds) 15, 16,17,18,19,20,21,22,23,24 except 25-27$(LC 6) FORCES (Bb) - Max Corrodstax, Ten. - Ail forces 250 (Rh or less except when shown, TOPCHORO 13-15--212aS8,2-2S--35&162 BOT CHORD 24-25--410/148 VIESS 2.24-1371503 lllmufill�� WARNING - Volify design parameters and read notes on this Truss Design Drawing and included DfJ Reference Sheet (rev. 03.15`j before use. Onion valid for use with MYTek connector Ships only This design is based only upon parameters shown, and is for an individual building component. Appxcabilhy of design parameters and proper incorporation of t 00MAttans IS responsibility oftwilding desilgrafrorowner of the tedul6s and mouser, designations shown on Individual web and chord members are for compression buckling only, not firibuilding; stability bracing, Additional temporary nuthatch diagonal bracing to insure Sultans during construction is the ralmomfithfity of the Instaser, Addifincrat permanent building Stability bracing of the overall Structure moo is the responsitelky of the building donagner or owner of the trusses. For general guidance regarding (16"A responsibilities, fsbdcatffm, quality central, storage, Ivry, erection, lateral, restraint and bracing, consul ANSVTPI 1, DSS-89 and SCSI (Sutldft Component Safety cdcamefirmt available from it , . t d di l i luftAsd M 25 24 23 22 21 20 19 19 17 16 115 Us = 30 1 July 18,2013 Sm0e -. 4.:21.8 10 REACTIONS All bearings 9 (to) , Max Herr 18- 167(LC 6) Max Utri t All uplift 149 Ott or Yeas atporatts)18, 12, 13, 14.15, 16 except 11-- 134(LC 9), 17- 118 (LC 6) Relax Oarav All reactions 250 ib or less at irends) 18, 11, 12, 13, 14, 15, 16, 17 FORCES (tb) - Max.. Comm,/Max.. Ten. - All forces 250 (to) or Seas except when shown. TOP CHORD 9-11- .2111,276 WARNWIS - orenry design parameters and read notes ore this Truss Design Drawling and Included € m Reference Sheet (rev. 03.1 V) before use. Design N vaild for use with MiTek connector prates only. This design is based only upon parameters shown, and is for an individual building component, Applicability i of design parameters and proper Incorporation of the Component Is responsibility of building designer or owner of the bosses and miasiter. Let i feakratnt designations shown on individual web and chord members are for compression buckling only, not forbukding stsalfty brasckpig Addlttonat temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the Cnstalkh, Add7tion it permanent building stability bracing of the events structure MONA is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responslbaftles, fabrication, quality control, storage, delivery, wadmil, taterm restraint and diagonal bracing, consuft ANSVTP1 1, DSS-89 and BCSt (Building Component Safety information) ovaflabte from i—, -0 _ _ _ _ 9.6 _. -_ 3 CF 99 _ ----4 0 -ii -O 9.5.0 is 17 16 is 14 13 '12 11 3x4 !f July 18,2013 LOADING (pep SPACING 2 -0.0 CSt DEFL in One) dfdep d de! � PLATES GRIP TOLL 30.0 � Plates Increase 1.15 TC 0.11 Vert(LL) O.W 9 ri r 120 � AoS?:LO 18T11a4 TCDL 10.0 Lumber Increase 1.45 } � d BC OS7 Vwt(`"L) -0.01 10 fur 124 1 BOLL 4.0 I Rep Stress tncr Yes IAS Ot 03 i HorZ(TL) 0,00 11 ma ups BCDL 4.t Code IRC200VrP 12007 (Matrix} V eight; 38 to FT-O% LUBBER BRACING, TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc tturt ns, except end verticals. BOT CHORD 2x4 SPF No,2 BOT CHORD Rigid ceiting directly applied or 6.01.4 sac bracing. WEBS 2x4 SPF No,2 OTHERS 2x4 Sep No,2 REACTIONS All bearings 9 (to) , Max Herr 18- 167(LC 6) Max Utri t All uplift 149 Ott or Yeas atporatts)18, 12, 13, 14.15, 16 except 11-- 134(LC 9), 17- 118 (LC 6) Relax Oarav All reactions 250 ib or less at irends) 18, 11, 12, 13, 14, 15, 16, 17 FORCES (tb) - Max.. Comm,/Max.. Ten. - All forces 250 (to) or Seas except when shown. TOP CHORD 9-11- .2111,276 WARNWIS - orenry design parameters and read notes ore this Truss Design Drawling and Included € m Reference Sheet (rev. 03.1 V) before use. Design N vaild for use with MiTek connector prates only. This design is based only upon parameters shown, and is for an individual building component, Applicability i of design parameters and proper Incorporation of the Component Is responsibility of building designer or owner of the bosses and miasiter. Let i feakratnt designations shown on individual web and chord members are for compression buckling only, not forbukding stsalfty brasckpig Addlttonat temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the Cnstalkh, Add7tion it permanent building stability bracing of the events structure MONA is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responslbaftles, fabrication, quality control, storage, delivery, wadmil, taterm restraint and diagonal bracing, consuft ANSVTP1 1, DSS-89 and BCSt (Building Component Safety information) ovaflabte from i—, -0 _ _ _ _ 9.6 _. -_ 3 CF 99 _ ----4 0 -ii -O 9.5.0 is 17 16 is 14 13 '12 11 3x4 !f July 18,2013 I LOADING (psi} SPACING 2-0-0 cSt DEFL in (tot) Were Lid PLATES GRIP TCLL 30.0 Pipes Increase 1,15 1 TO 0,88 Vert(LL) -0 50 16 >816 240 1IT20 1971144 TCOL Lumber Increase 1.15 6 BC 01S4 Vert(TL) -1,00 ¢ 16 >405 180 NIT20H 148MOS 8CLL 0.0 Rep Stress incr Yes VVB O�L97 Horz(TL) 028 13 irm n/a L 1 SCD0.0 Code iRC2009rrPI2007 Wingft 163 as FT -0 LUMBER BRACING TOP CHORD 2x6 SPF 210OF 1.8E - Except TOP CHORD Structurai wood sheathing direaly larptied or 2.2-0 so purlins, except end verticals. 1-5: 2x4 SPF 240OF 2,OE, 5.9; 2x4 SPF 166OF 1,5E SOT CHORD Rigid ceiling threctty applied or 2-2-0 Im bracing. BOT CHORD 2x4 SPF 1656F 1,6E 'Except- ASS I Row at midpt 8-14, 10-13 2 2x4 SPF 240OF 2,M 8-16; Oro SPF No.2 VVESS 2x4 SPF No.2 SLIDER Left W DF 196OF 1.7E 3-0-0 REAC'nONS (lb/size) 13-1806o) (min, 0-2-13),2-1765A)-" (min, O 1.15) Max Harz 2- (LC 6) Max Uplift 13•443(LO 5), 2-417(LC 53 FORCES (la) - Max, CompWax. Ten, - Ml forces 250 Ira) or less except when shown. TOP CHORD 2-3--439M, 3.4-40711885,4-5-44- 64---441W973,6 8-9-23941540,9-10-23411/551, 11-13--3471224 SOT CHORD 2-20 $W897,19-20--108&3897,18-19=.1 OSW997,17-18--1097/4348,8-15-- 14-15-130015194. 13-14-60942303 BS 4.18--6&480,8-17-76Ot2O8,7-17--11961381,15-17--99113986,7-15=-40611549,8-14--312$M5, 10-14--17211213,10-13-2685MO WARNING -Verity design parameters and read Wes on this Trust Design Drawing W Included W Reference Shawl (rev. 03.11") be use ties gm wife for use with Wok connector plates only This design is based only upon parameters shown, and is for ark Individual building collmomere Applicability of design parameters and proper Incorporation of the component Is responsibility of butfiffing designer or owner of /tee trusses and hisbitter. Lift enarestraint designations Shown on individual web and chord members are for compression oulading only, not forputiderg stability bracing. Adiatkarril temporary reparamor duffamat bracing to Insure stability during construction is the responsibility of the surtaller. Additional permanent building stritaft bracing of the overall structure is the responsibility of the building designer or owner of the truslies. For general guidance regarding design responsibilities, fabrication, qualify control, storage, ite de livery, offorflon, lateral restraint and dIagronal bcsdlng� consort ANSt'rPI 1, 068-89 and SCSI (Building Component Safety Information) available from , , I MAIA scau - I .61 3X4 !E il 12 .M 5:3-2 ..... . 10 2-12 2-6 — --- — ---- 264i- 34,04 5-S-0 it-11-6 5-3-2 4-11-10 4-11-10 4-11-10 e-9.4 7.0-12 1-3-0 20 — 18 17 16 8x12 U 6x12MT20HVvB 3X4 sxfo 20 N 2x4 1 1 July 18,2013 LOADING (psfl SPACING 2-0~0 1 Cst DEFL in (SCSI) i/dolli Lid PLATES GRIP TOLL 3DO Plates increase 1,15 I I TC 0,99 Vert(LL) -0,53 1 16,17 -76 240 MT20 1971144 TCDL %0 1 Lumber Increase 1,15 BC 0,98 k Ved(TL) .1,04 1&17 >389 ISO MT20H 1481108 BCLL DO Rep Stress I= Yes i e 0,96 Herz(TL) 0,25 13 nho me 8CDL 10,0 Code lRC20GWP12007 (Mattel-ra) Weight: 163 to FT-O% LUMBER BRACING TOP CHORD 2x6 SPF 2100E IAE "Ex. t' TOP CHORD Structural wood shestrong directly applied, except end intricate 1 -5: 2x4 SPF 2404F 2,OE, 5-9: 2x4 SPF 1650E 1,6E SOT CHORD Rigid ceiling directly appitied or 2-2-0 cc bracing, BOT CHORD 2x4 SPF 24ODF 2.OE 'Except' WESS I Row at mirlpt 8-14,10-13 8-16: 20 SPF uto.2,1(ILIV 20 SPF 1650F 1,5E VVEBS 2x4 SPF No,2 *Except' 15. 47: SPF t 1,15E SLIDER Left 2x8 DF 195OF 1.7E 3.0-0 REACTION$ (lb/spre) 13-19060" (min. O-Zl), 2-1899/0." (min. 0-2-1) Max Herz 2-360(LC 6) Max Uofift 13-53 (LC 5),2-.543(LC 5) FORCES (fIN - Max. Comp,/Mox Ton. - Ail forces 250 (to) or less except when shown. TOP CHORD 2.3-4591103, 3- 4-- 4442/1233.4.5 -- 495111432, 6-6-491611441, 6- 7=- 424519251, 7 B-9--2582, BOT CHORD 2-20--142W4252,19-20-142014252,19.26-1420!4252,18.26-142014252. 18 27-28 --155714637,17-28-155714837, 8-15-46911627,14-15=-17$9t5704,13-14-76&246 WEBS 4-18-1991M, 6.17--834t278,7-17-.12401423,15-17--1413t4414,7-15..48911we, B-14--350011127,10.14- =29511345,10.33 - -297 W 1 LOAD CASE(S) Standard 1) Regular, Lumber morease-1 15, Plate Increase-116 Uniform Loads (PY) Vet: 1-11-80, 11-12-80, 18-21-20,13-15-.20 Concentrated Loads (to) Vert: 1739(8) 26-39(8) 27--39(8) 28--39(8) 29-.3918) 30--39(B) WARNING - Verly design parameters and read holes 00 this TMS Design 0"Wing and Included Got Reference Sheip (rev, 03 before use, Design valid for use with Milek connector prates onry. This design is based only upon par mud shown, and is for an Individual building component, Appitud'Ifty Of design parameters and proper inctepromorm Of the Component is responsibility of building designer or owner of the trusses and Installer, Lateral restraint th"Ifirrinfore, shown on Indonesia web and chord member$ Ore for compression buckling only, not forbuilderi stability bracing. Additional temporary restrierat diagonal bracing to Insure stability during constIVOICA IS the reser0notelfty of tea lostaffer. Ackfifforal permanent building statifty, bracing of the overall structure is the respornliblifty of the Pubding designer or owner of the trusses. For general guidance regarding design responsildiftles, fabrication, quallar control, storage, delivery, erection, lateral restraint and diagonal bracing, consul ANSVrPt 1, DS "g and SCtR (Building Component Safety Informaltind avarable from 3X4 H Scale: 11 12 0 no 5�3-2 90-2-0 11-4 1_4-9�O 4-41 1- L 1 5 4-11-10 4-11-10 4.11 -3Q 6-9-4 7.0-12 1-3-0 20 - - a -1 17 - - 11 8X12 II 6x12MT20HVV8 30 = NAILED 5,,, = NAILED 2x6 H 20 11 NAILED NAILED NAIL NAVLED July 18,2013 No I LOADING total i SPACtNG 2-0-0 CSI f DEFL in (urld ildeff Ltd PLATES GRflo TCLL 47.0 oblate Increase 1,15 TO 0,64 Vert(LL) -0,51 11-12 -796 240 MT20 19 TCDL 10,0 j Lunmer increase 115 BC 088 Ved(TL) -1,00 11-12 >408 180 MT20H 1461108 SCLL DC Rep Stress npr Yes WE 0,83 g Horz(rL) 0,21 11 ma NO SCOL 10.0 Code tRC2009ITP12007 (Matinx-M) Might; 159 to FT-O% LUMBER BRACING TOP CHORD 24 SPF 210OF 1,6E TOP CHORD Structural wood sheathing directly applied or ZI 1.4 do purtins, except end verecals. 66T CHAR? 2x4 SPF 24QDF 2CE 'Eximpr SOT CHORD Rigid coiling directly applied or 7.3-15 ad bracing, 1314: 2x4 SPF 1650F 1,6E WEBS I Row at olklpt 9-11,6-12 WEBS 2x4 SPF Nit,2'Expefor' 2 Flows at U3 pis 8-11 8- 11: 2x4 SPF 165OF 3.5E SURER Left 24 SPF 210OF 1,8E 4-0-0 REACTIONS (fib1size) 11-254310-" (nun. 0.2-12),2-2403/0-5-8 (min, 0-2-10) Max Hoe 2-409(LC 8) Max Uplift 11--442(LC 5), 2--419(LC 5) FORCES (ib) - Max. CompAliax Ton, - Aft forces 250 (lb) or less except when shown. TOP CHORD 2-20--1125/59,320--1 OM2,3 5*6 ­-570&S91, e4­36461536, 7.8-3371/553,9-11-578Q46 BOT CHORD 2-15-1232005Z 14. 2663, 22-23--56112663,11-23-56112663 WEBS 4.15-594281,6-15-73188E, 6.12- 189W486,8.12-.15311670,8-11--32074599 32.�� WARNING - Verify design parameters and read notes on this Truss Design Growing and inctudedWRoldramer Sheet eft - M111 before use. Design valid for use with farrier connector duties only Thet design Is based only upon parameters she", a nd is far on 1"dirAdWil buiding Component, Applicability Of design parameters and proper wrompoodan of the component Is responsibility of building thatigner or owner oft" trusses and Installer. Latedereenthre designations shown on individual web and chord members OM for 00ahiressmA deciding Only, not fortfulklibil stability bracing. Additional temporary restrasq disperse bracing to insure stability during construction Is there nability of the Installer. Additional permanent bulidirg stability bra" of the overall structure is the responsibility of the building designer or Owner of the trusses. For general guidance regarding design dispoinsillulfthol, fabbeirtion, quality papholl, storage, delivery, erection, lateral ringistrit and diagonal bra". coroditt ANSVrP1 1, 08"9 and BCSI (Building Component Safety Information) available from U $tit - 1:59,3 2,50 FIT 4X4 IT 8x12 3x4 = 6x12 MT20H WS 6xl 2 MT20H M = Sint = 3xlOMT20H My 18,2013 2.50 F2_ 2X4 11 3 LOADING (psq i SPACING 2-0-0 CS1 DEFL in (too) Vdap Ltd PLATES GRIP TOLL 30C Places increase 1,15 TG 0,06 Vert(LL) -0,00 5 *999 240 s MT20 1971144 TCDL 10r0 Lumber increase 115 SO 0,02 Vint(Tt.) -0,00 5 >999 180 8CLL 00 Rep Stress incr Yes wel 0.00 Horz(TL) -0,00 4 not n1 SCDL 10.0 Code IR020MTP12007 s (Matrix-M) Weight: 7 to FT . 0% LUMBER TOP CHORD 2x4 SPF No.2 SOT CHORD gas SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins, except end verticals, ROT CHORD Rigid ceiling deeddy applied or 10-0• 0 up bracing, REACTIONS (Wilors) 4-EVAtecharl'ole, 5-19710-" (min, 0-1-8) max Horz 5-63(LO 6) bias Uplift 4--25(LC 6), 5--113(LC 5) FORCES (m) - Max CoMPJMax. Ten, - All forces 250 (ttp or less except when shown, xolrff�� WARNING - Verify design parameters One read notes on its Truss Design Drawing and included Dr Referents Saw (rev, all) before use. Design wilid for use with MiTek connector plates only. This design is based only upon parameters sho and is for an Individual bustling componerit, AppOodoifty of design parameters and proper incorporation of the reingionent is responsibility of troWng designer or owner of the trusses and inthafler. Lateral restraint assignations shown on Indivetust web and chord members are Itif COMpressfor Waiting Only, not fortruilding stability bracing. Additional temporary restmaer diagonat bracing to Insure slabilky during construction Is the responsa0fity of the InstaW Additional permanent building statofity brao" of the overaft structure is the responsib4fty of the buibing designer of owner of the trusses. For gerterat gumance regarding design rasponsibYt131as, herrarthion, quistry control, s lowly, erection, lateral restraint an d iagonal bracing, =suit ANSV`TPl L OSS -89 and 8CSl (Building Component Safety Information) 5! ti l i a l available from li - - ----- 0-11-0 2-0-0 5 2X4 l l 2X4 it July 18,2013 0-11.0 1-11-8 2,50 F-2 4X6 3 7 3x4 • LOADING (Psi; SPACING 2-" CS, DEFL in tied) Radek Up v PLATES GRIP TOLL X; 1 Fields Increase 115 ¢ TO 0,06 VerhLL) -0,00 5 >999 240 MT20 1971144 TCOL 100 Lumber Increase 1.16 PC OVI Vert(TL) -0,00 5 >9" 180 BCLL 0,0 Rep Stress Incr Yes WS ODO Horz(TL) -0.0D 7 his, ri/a I I BCE)L 10'0 Code IRC20DWP, y (Macrof4i) Wel9ft 7 to FT-O% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly moldient or 1 11.8 on purlos, except end verficats. BOT CHORD 2x4 SPF No2 BOTCHORD Rio coiling ifirecilly heated or 10-0-0 no brac3nq, VVESS 2x4 SPF No,2 OTHERS 2x4 SPF No,2 REACTIONS elhisere) 5-195ffl-5-8 (min 0-1-8), 7-2710-1-8 (min. 0-1-8) WARNING - Verify dosage parameters and read notes on INS Truss Design Onswing and Included OrJ Reference Sheet (rev, 03-11) Wore use, Design vattif for use with Milrok connector plaids only This design Is hosed only upon parameters shrivin, and is for an ardividual building someone". Applicability of design parameters and proper incorporation Of the component is responsibility Of hoisting designer or owner of the trusses and Installer. Lateral restraint designations shown on indhAdual web and chord members are for compression buckting only, not ficitimNing stablith bracing. Additional temporary restrasiV diagonal bracing to insure stability during construction is the responsibility of the Installer Additional permanent building stoldilty bracing of the overaff structure Is Ind responsibility of the building designer of owner of the trusses, For general guidance regarding design hasponsibillbes, fabileffism, quietly control, storage, deff"fir, erection, lateral restraint and diagonal bracing, consul ANWiTsil 1, C3 and SCSI (Building Component Safety Information) avalastrie from SSCA atwow.abirindustrycorn, LLC July 18,2013 PLACEMENT PLAN Sftp DI." AW.10 ---------- S. W." .1 N. h MF TN45 cAVWT 15 T9* SOtE SOVWE FOR FAAAWATION OF TRV55ES AM V0105 Ala. PREVIWS WKTKTURAi CQ S 'FE eQ ARVIEW AF t±P OYtL 47 � 7 M.aT q Ptt t?K ANA tAYW PROBUIld Add— A",Fd Ay' CWapc TMI,% SSA 7WSSPLAMMtNtWA0RAM004V Th— -k -W t., bA L"Wolow., S. w ry Awk § eg hest , f. MAW ..„._¢ The truss drawing(s) referenced below have been prepared ky DO Consulting, l.,IX under my direct supervision based on the parameters provided by ProSuild South (Longmont). Pages or sheets covered by this seal: 17009761 thruf700976 My license renewal date for the state of Colorado is October 31, 2011 « referenced In the tatest edition 11 „Miry 1"Y Monossl T 3 im Truss ills i 01 I I 2-0-1 1.8-9 3.5-2 3-5.2 3-5-2 4-6,13 4-6-13 I LOADING P PACING 2.0-0 Cst DEFL in (too) Udeff 1 Ud PLATE$ GRIP TOLL "I birds Increase 1,15 TC 0,65 VerbLL) -0,87 1&17 -383 240 MT20 19711” 1 TCDL 100 Lumber increase 115 BC 0.58 Vert(TL) -1,43 16-17 >233 ISO MT20H 1481108 1 WB 0,77 Horz(TL) O55 13 Na Na BCLL 00 Rep Stress Iner Yes � I 39M&�� 17009761 4-10-5 1-3-0 Sl ate - 150.'2 3X4 It 11 12 Structural wood sheathing directly applied or 2-0-7 oc purlins, except end vehicles, Rigid ceiling directly applied or 7-4-1 oc: bralung. I Row at midpt 7-15,9-14,10-13 WARNING • Verify design parameters and read notes on this Truss Design Drawing and included Drj Reference Sheet (rev, 03-11) before dla. Design valid for Use with Mirek Connector Wales may, This design is based only upon parameters She", and is for an individual budding oornporatM Applicability of druide, mearnelleM and proper incorporation of the component is responalaRy of building designer or owner of the lousses, and installer , Lateral restraint designations shown on individual web and chord members are for compression budding onty, not formiliding stabile biasing. Additional temporary restraints diagonal bracing to insure stability during construction is the responsibility of tine installer. Maddened permanent building shitaity bracing ofthe *votes itruchm is the responsibility of the budding designer or owner of the trusses. For general guidance regarding design responsibaisea fabrication, quality colditu, storage, delivery, erection, Worst restraint and nicaorml bracing, Consult ANSVTM 1, DSS-89 and SCSI (BuNding Component Safety information) available from 11 20 13 175 FT2 4x6 zz July 18,2013 i 9 LOADING SPACING 2-0-0 C5 1 OF-FL in (lac) Well Up PLATES GRIP TOLL 17-0 plates Increase 'S I TC 0,65 1 VerdLL) -0.87 16-17 >383 NIT 240 2 0 197/144 TOOL to, Lumber Increase 115 DO 0,58 Ved(rL) -1,43 16.17 >233 180 MT20H 1481108 8CLL 00 Rep Stress Incr Yes VM 0,77 Horz(TL) 0,55 13 We me BCDL 10 .0 Code IRC20OWTP120D7 (Matrix M) Wlhqht' 181 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 2100F1.8E*ExvsPh TOP CHORD Structural wood sheathing directly applied or 2-0.7 do pudins, except end verticals. 1-3: 2x4 SPF No,2, 3-8 20 SPF 165OF I .SE BOT CHORD Rigid coiling directly applied or 7-4-1 do bming. BOTCHORD 2x6 SPF 2100F1.8E WEBS I Row at mmill 7-15,9-14,10-13 VVEBS 2x4 SPF No,2 OTHERS 2x4 SPF No.2 REACTIONS (lb/size) 13=201710-6-8 (min. 0-2-8),20-19760" mun, 0-2-7) Max Herz 20-370(LC 6) Max Uplift 13-•440(LC 5), 20-423(LC 5) FORCES (m) - Max, Conrip/Max, Ten, - All forced 250 db) or less except when shown. TOP CHORD 2-3 --394187,3-4--6129/1221,4-5-- 83431'1680, 6 84-3820/767, 9-10---165U347,11-13---407/212,2.20---4491I84 BOTCHORD 19.20--1023/3627, 18-19=-136&69%,17- 18-.172718193,16-17--2e415t8782, 15 14-15-78613804,13-14-36W1 SW VVEBS 3-19-.481/2523, 4-19--1 OW272,4-18--431r2203,5-19-.5881168, 5-17-791596,6-10-7481198, 7-16--48312618, 7-15---4676f982, 9~15-26011626, 9-14--2837/801, 10-14-26411554, 10- 13-- 237 11504,. 3-20-37831766 32a� WARNING - Verity design parameters and read notes on this Truss Design Drawing and included Dfj Reference $mlat lonr 03-1 try nature use Design valid for use with MiTsk connector plates only This design is based only upon parameters shown, and is for an individual /eliding ca neat Applicability of design parameters and proper mcomortifion of the component is responsibility of building designer of owner of the trusses and installer, Laidne restraint designations shown on individual web and chord members are for compression deciding here, not ardsuflifing stability bracing, Additional temporary restriefill diagonal bracing to insure 64callar during construction is the responsibility of the Impeller. Additional permanent building stability bracing of the Overall structure is the responsibility of the building designer or owner of the trusses. For general gWd— regarding design resprarsildiftles, fabrication, quarty control, storage, delivery, erection, postal restraint and diagonal bridong, consult ANSVTPI 1, DSS-89 and SCSI (suirli Component Safety Information) available from 11 Scale - 1 502 3X4 Ii Uc 20 13 1,75112 --- 4X6 zz July 18,2013 06 Scale - 1 .23_1 3,00 FT 3 O Us 7 LOADING (psQ SPACING 2-0-0 C f DEFL in hoc) ruled Ud PLATES GRIP TOLL 30,0 1 i Plates Increase 1AS T' 0,21 Vert(LL) -0.03 4.5 X999 240 MT20 1971144 TCDL 100 SCLL 0,0 BCOL 90.4 Lumber Increase 115 Rep Stress Incr Yes Code SC 0,17 WE 002 Vert(TL) Horz(TL) -0 09 0,01 4-5 7 >737 n/a 180 nor IRC200S(TP12007 (MMAX-M) 27 to FT-O% LUMSER SRACtNG TOP CHORD 2x4 SPF N0.2 TOP CHORD Structural wood sheathing dremy applied or 5-5.8 oc purfins, except end verticals SOT CHORD 2x4 SPF No .2 SOT CHORD Rigid ceiling directly opening or 10-0-0 do bracing VVESS 2x4 SPF No .2 OTHERS 2x4 SPF No,2 REACTIONS MrIcire) 5-35 (min 0. 1.8),.7 =21 1 -8 (min. 0-1-8) Max Herz 5-117(LC 9) Max U01ft 5­1 10(LC 5), '7­ 80 9) FORCES (to) -Max. Comp,/Max. Ten- -.Alt forces 250 (to) or less except when shown TOP CHORD 2-5-30P1224 WARNRvG - Verify design parameters and read notes on this Truss Design Drawing and included Dr Reference Sheet (rev, 03-11') before use. Design xigid for use with Way connector pates only This design is desire only upon parameters shown, and is for an Individual building component. Apmolmifirty of design parameters and proper incorporation of the Component is responsibility of bunging designer or owner of the trusses and instaffer, LidetWortamoat designations shown on individual web and chord members are for Compression tersifing only, not flibuilffing stability briscrig- Additional temporary restraint' diagonal bracing to insure stability during construction is the tnsgansttettity ofthe installer, Additional permanent building stability, bracing of the overall structure is the responsibility of his building designer or owner of the trusses. For gisionfir guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, laterat restraint and finatorran bracing, Consult ANSWTPI 1, DSS-89 and BCS1 (Buffiling Component Safety Information) available from SaCAstiawwelicindust WNSVL17NOLLC 5-5-8 5 30 -- 2X4 11 July 18,2013 2,50 Ii I Im LOADING (psis SPACING 2-0-0 CS1 DEFL in (toe) food Lad PLATES GRIP TCLL 300 Plates Increase 1,15 TC 076 VordLL) .070 16-17 r511 240 , 20 197/144 TCDL 1&0 Lumber increase 2,55 BC 048 Vert(TL) -1,40 18-17 X255 180 MT20H I 148VI69 BCLL 0 0 Rep Stress Incr Yes WB 0.55 Horz(TL) 0,34 13 No we i BCDL 1010 Code IRC20OWrPI2007 (Mainx-M) We ig h t 142 in FT-O% LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD Structurai wood sheathing directly damson or 1.94 ac purfins, except end verticals. SOT CHORD 24 SPF 210OF ISE BOT CHORD Rigid ceiling directly applied or 7-0-0 oc bracing. WEBS 2x4 SPF No,2 WEBS I Row at mkipt 7-15,9-14,10-13 REACTIONS (if doze) 13--1596 (min, 0-2-Q), 20-156WO (min, 0-1-15) Max Harz 20=348(LC 6) Max Uplift 13--442(LC 5), 20=421(LC 5) FORCES (to) - Max, Comp]Max, Ten, -All forces 250 (to) or less except when shown. TOP CHORD 2-3--317/89,3-4-4992/1272,4-5--684811771,5-6--737911611,6-7-702111827,7-8 - f479, 11-13--3101209,2-20--33&188 BOT CHORD 19­20­-103W927,18-19=-140&4SS6, 17-18-187"731, 16 mes 3-19-.5082079, 4-19-8651279,4-18--473/1848,5.18--4771180,5-17-l10f568,6-16--358/119,7-16--262/1203,7-15-- 9-15=-20011067,9.14--23271646,10-14--230/1165,10-13--2147 3•• � WARNING - Vidify design parameters and read notes on this Truss Design Crawling and included DxJ Reference Street (rev. 03.11) before use. Design valid for use with MITek connector plates onry. This design is based Only Uplift Rana era shown, add rit for an ififfilAdua4 building componerrt. Applicability of design parameters and proper incorporation of the component is responsibilly of building designer or owner of the trusses and installer Lab restraint designations shown an finfividual web and chord members are for commeaskni buckling only, not forbuilding stable}! burning. Additional temporary restraint/ magenta bracing 10 insure stalairty during construction is the responalWifty mthe installer. Additional permanent buflent; stataftly bracing mine overall structure is the responsibility of the ongoing designer or owner of the trusses For general guidance regarding design responsibilities, fabrication, quarty control, sonage, delivery, orecron. lateral restrace and dragonai bracing, consuft ANSVTPI 1, DSS49 and SCSI (Surding Component Safety Information) available from mm� 2x4 11 12 11 24-6-6 30-0.0 0,11-0 2-0k5 1-8-13 3 5 10 3-5-10 3-5-10 5-2-2 1_0 July 18,2013 I 20 5T 11 12 BIMMENEM 9 t9 LOADING (psn SPACING 2.0-0 CS1 f DEFL in goc) flood L/d PLATES GRIP TCLL I" , Plates Increase 1.15 TC 0.75 Vert(LL) -0,70 16-17 }611 240 MT20 1971144 TCDL IN Lumber Increase 1,15 SC 0.48 VerpTL) -IA0 16-17 >255 180 MT20H 14WIOB SCLL 00 Rep Stress Iner Yes VVB 0,55 Horz(TL) 034 13 net we BCDL 10'0 Code IRC20WTpu20g7 (Matrix'sip I Weight: 167 to FT - 0% LUMBER SPACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-9 oc pudins, except end varticals. BOT CHORD 2xe SPF 210OF 1,8E BOT CHORD Rigid ceiling directly appinlrd or 7-0-0 oc bracing, WEBS 20 SPF No2 VVESS I Row at older 7-15, 9-14,10 OTHERS 2x4 SPF No,2 REACTIONS (ib+sjze) 13-1598,145-8 (min, 0-24), 20-166910.5-8 (min. 0-1-159 Max Herz 20-346(LC 6) Max Uplift 13--442(LC 5),20-.421(LC 6) FORCES (lb) - Max, Comp,11stax. Tom, -All tomes 250 (to) of less except when shown TOP CHORD 2.3-.317189,3-4=-499211272,4-6-684&1771,64-.737911911,6-7--7021 8­9­350/1010. 9-10-185S1479,11-13-310,2M, 2-20-333M88 BOT CHORD 19^20---103%2927,18 17-18-.187&6731,16-17—INW285,15-16--1845m55, 14-15­998/3846,13-14-47611775 WEBS 3-19--50812079,4.19 - 86&279,4.18-.473/1848,5-18-477/180,5-17--1101558,6 7-16-26211203,7-15-3145M5, 9.15--20011057,9-14--2327/646,10-14-23011165. 10- 13=- 2147692,. 3-20--30491791 WARNING - Verity design parameters spot read notes on that Truss Design Drawing and included OQ Reference Sheet (rev, 03-111 before use, Upingo ANN valid for use with stiffeir connector plates only. This design is based only upon parameters shown, and is for an individual burning component, Applicability of design parameters and proper incarturration at the component Is responsibility of building desi of owner of the Inbuies and imposer. Lateral restraint designations shown on individual web, and emend members are for Compression budding only, not todwiming stalsiss, tsrarmq Additional temporary resnalml drognmin bracing to insure stabs ity during construction is there nsibility of the instafter. Adildromil permanent building stability bracing of the overall structure is the responsibRity of the building designer of owner of the trusses. For general guidance regarding design responsituffies, fabrication, quality control, storage vefy, erection, lateral restraint and lesoonal bracing, commit ANSVITI 1, D and SCSI (Building Component Safety Information) available from LLC 1 1 -1 1-0 2-0Y6 1-8-13 3.510 3-5-10 3-6-10 5-2-2 5-2-2 5-5-10 July 18,2013 :! Al P Bi I L B 1 Al' BI f3l A� B1 B I 1941S LAYOUT JSTHS SOLE SMASM M fAMCAnO14OV'MOSe AND VOIDS ALL AREVIMS AaCKTEMMAL C*OTKg ANYTPUSSM kq _k _tLIA�j LT,_ — _Ap-4 By TK$ 13 A TRUSS PLACEN(ENT DIASRAA! OwXV, T7 . V­ nra da ma wRant S.tW" ­N­tj kx N, 0. WIW" dellp m 0. cp#Ctflcanvt 0 0. WMV, d.. WAP.—S-9 TRe ft r.f -4A., Maukrx, b.—, eeauti6 e m W6* 4 f" Tht T ➢wtv S0 0 0h br— MaWi , WI 93179 E� PLACERAENT PLAN EraW.0 NT mr PRosulld I Add,.— .A 1941S LAYOUT JSTHS SOLE SMASM M fAMCAnO14OV'MOSe AND VOIDS ALL AREVIMS AaCKTEMMAL C*OTKg ANYTPUSSM kq _k _tLIA�j LT,_ — _Ap-4 By TK$ 13 A TRUSS PLACEN(ENT DIASRAA! OwXV, T7 . V­ nra da ma wRant S.tW" ­N­tj kx N, 0. WIW" dellp m 0. cp#Ctflcanvt 0 0. WMV, d.. WAP.—S-9 TRe ft r.f -4A., Maukrx, b.—, eeauti6 e m W6* 4 f" Tht T ➢wtv S0 0 0h br— MaWi , WI 93179 E� DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 ZAIMINHN� The truss drawing(s) referenced below have been prepared by DO Consulting, LLC under my direct supervision based on the parameters provided by ProBuild South (Longmont). Pages or sheets covered by this sea]: 17009758 thru 17009760 My license renewal date for the state of Colorado is October 31, 2013. 9 3x4 it LOADING (psa SPACING 2-0-0 TCLL 47,0 Plates increase 1.15 TCDL 10,0 Lumber Increase 1,15 BCLL 0.0 Rep Stress huc Yes BCDL 10,0 Code IRC2009ITP12007 CSI DEFL in (mc) udeft Ud PLATES GRIP TC 0,42 Vert(LL) -015 7-8 v927 240 MT20 197M44 SC 052 Ven(TW 425 7-8 m568 180 WE 0.67 Hofz(TL) 0.03 11 me We (Marix Weigle- 41 to FT - 0% LUMBER BRACING TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 3 or, Puri is. except end vertices. SOT CHORD 2x4 SPF No,2 BOT CHORD Rigid coiling directly applied or 7-7-12 oc bracing, WARNING - Verify design parameters and read notes on this Truss Design Dravirml and included DrJ Reference Shom (div. 03-11) before use. Design valid for use with MiTak connector plates only. This design is based only upon Pentroaters Shown, area is hb On individual building co nets Applicability of design parameters and proper ire ration of in(, COMPOluset is responsibility of tholding designer or owner Of the trusses and mil r, Lateral resident designations shown on individual web and chord members are for compression buckling only not fortsuildrog stability bracing. Additional ispirporart rostralrot ifiarenon bracing to Insure stataity during construction is the humooritulfty Of in$ bredler. Additional permanent building stability bracing of the averstif structure is the responsibility of ft timming designer or owner of the trusses, For general guidance regarding design responsibilities, fabrication, quality control. storage, l e l n delivery, erection, lateral restraint and dlinernal tirm", lionsyll ANSVTPI 1, OSS-89 and BCSI (Ragland Component Safety information) available from I . I I . I LLC c I— — 1. J- uj-V 4-11 July 18,2013 I I LOADING (lad SPACING 2-0-0 Cst DEFL in 1 boc) Vdefl Lid PLATES GRIP TCLL 47,0 Plates Increase 1,15 To 095 Vert(LL) -0,16 6-7 >999 240 MT20 1911144 TCOL 100 Lumber Increase 1.15 ED 051 VarpTQ -0,32 6-7 >861 180 SCLL 0C Rep Stress Incr Yes M 097 Horz(TL) 0.03 6 win We BCC L 10.0 Code IRC200gfTPI2007 (Matra-lip, isidpihl: 195 ib FT-0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end serficits, 34 2x6 SPF 2100F 1,13E BOT CHORD Rigid coiling directly applied or 7.7-1 or, Wooing, BGT CHORD 2x4 SPF No 2 WESS I Row at turbot 4-6,2-7 NEENEEMM36t2am WARNING • Verify design parameters and read notes on this Truss Design Drawing and included Ori Rearninoe Shoat (mv, 03.1 11 before use. Design valid for use with MiTek connector pates, only. This design is based only upon parameters shown, end is for an individullif building component. Applicabifity of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Latersiffstrans designations shown on individual web and chord members are for compression burnalso; only, not her uslifing Mobility bribing. Additional temporary restraint/ diagonal bracing to insure stability during construction Is the responsibility offtle nonafter, additional permanent building reatelfty bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design mspomiauutps, fabrication, quality colam, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANW/TPI 1, DSS-89 and BCSI (Bustling Component Safety Information) rivagatue from —1. — --- -1--l— --- F1 7-9-2 7-5-10 7-9-2 1-3-0 2.50 FIF 08 State - 1:52.0 4 30 = 300 = 3X4 = 010 = 3XS = July 18,2013 ficairl - 1:261 4X6 H 90� 93� MM LOADING disfi SPACING 2-0-0 CS1 OEFL (too) Udell Lid PLATES GRIP 470 Plates ftnesse 115 TC 0,36 Ved(L 16 TCLL I Q �O� in 8 > 999 240 MT20 1971144 TCDL 10 Lumber Increase 116 BC 074 Ved(TI-) -0,26 8 >665 180 MT20H 1481108 BOLL 0C Rep Stress mor NO WE 0:61 Horz(TL) 0,08 8 ruts his I BCOL 100 4 Code IRC2009rPt2007 (Matfi*10) I Viblight 199 to FT-O% LUMBER BRACING TOP CHORD 2X6 Sm' 210OF 1,8E TOP CHORD 2-0 0 no puffins {54-14 maxj: 1-5, except end verticals,. BLOT CHORD 2x8 OF 196OF 1,7E BOT CHORD Rigid coiling directly applied or 10-0 or; bracing. VVESS 2x4 SPF No,2 *Excidn' 1-10,5-6,2-10,4-6'2x6 SPF 210OF I 8E Supplementary Bearing Plates, special anchorage, or other means to allow for the minimum required REACTIONS 4pusirip 10-10022M-3-8(req,0-5-6),6-11278,D-3�8(req, 0,6-0I support width (such as column caps, bearing blocks, Max Horz 10-WLC 6) etc,) are the responsibility of the building designer, Max Uptift 10-2338(LC 5), 6-261 3(LC 6) See Note 9. FORCES (fts) - Max, Comp,,Vax Ten, - Ali forces 250 Ira) or less except when shown. TOPCHORD 1-10 - 940,289. 1. 4-13--6201195,13 BOT CHORD 10-15--3154012941,9-1- 9- 16--4077JI6878,16-17--4072118878,8-17--4072/16878. 8 18-19=-4072/16876,7-19= 4072Jle878,7-20=-3178113155,20-21-�3178VI3155, 6-21-317&`13155 WEBS 2 19=447111071,3-8--,53312490,3.7--422S'1015, 41-1053/4962,4-8-14311/3420 322�� Continued on page 2 WARNING - keriffy design Parameters and read notes On this Truld Design Drawing and 7 e DrJ Reference Sherri pOV, 03-11) before use. Design valid for use with Mtrek orinnemor plates only This design is based only upon parameters shown, and is for an Intending building component Applicatifty of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and nuarlifeu Lateral restraint designations shown on aidnildinot was and chord member$ are for compression heiring any, not forinsking, stability bracing. Additional temporary restribriV diagonal bracing to insure stability during construction is the responsibility of the installer Additional permanent printed; Stanley bracing of the overall structure is " responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality central, storage, delivery, luedion, lateral restraint and diagonal bracing, consint ANSIJTPI 1, DS"S and BCSI (anneling Componerd speray Information) available from 11 --1. a -t- s* §-(-14 3-Wlo to 2x8 H 10XI0 -- 6 1 Ox2O MT20H 11 TH026 THD26 1040 MT20H THD28 THD28 July 18,2013 LOAD CASE(S) Standard 1) RegWar:: Lumber Increase -I.15, Pate €ncrease =t.15 Uniform Dads (ptf) Vert: 1-5--514(F=-400), 6AG - -20 Concentrated leads (Ric) Vert: 10 - 1506(6) 6-- 1509(B} 15-- 5509(B)16=- 1509f8)17-1509(6) 18-- 1509(8) 79- 9 tBS 20--1509(B) 21 - -25 9(8) WARN$NG - Ve* design parameters and read nodes, on this Truss Design Drawing and included Dr,! Reference Sheet (rev, 03 =1 V) before use Design valid for use with ts33Teir connector plates curly. This design is based Only upon parameters shown, and is for an Individual budldlng Component, Applicability of design parameters and proper incorporation of the component is respOnsitir ty of building designer or owner of the trusses and midaater. Lateral restraid designations shown on individuat web and chord members are for compression buekiing only, not forbngIng stabOfty bracing. Additional temporary rests rrif It I dmagonaf bracing to insure shitel ty during construction is the responsibility of the installer, Adi itionat permanent building stability bracing of the ovemp structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, 7W delivery, erection lateral restraint and diagonal bracing, consort ANSt1YPl 1, DSS -88 and BCS€ (Building Component Safety tr iume8on) ava fable from yys y yypydpm , S6CA at sbeindaast coin. fr {INO EM ,fart, 2011 x B o b 12340 Mead Way Littleton, C01 80125 (303) 688 - W . . ♦ l c • APPROVED Subject to Field Inspections Wheat Ridge Building Dept, D ate: Signed ' Pl checker c omputer •# l oads 8th Edition, Version Z and ACCA Manual D. n.e and weather may vary. and latent # i i to the manufacturers performance data V n.. \Plea 111 .rhv Y:\ Wednesday, November 2 , 2013, 300 PM �y r. # � a � All w. � w.. #. #. # n � !. # # f � � • # • �1�. ♦ l c • APPROVED Subject to Field Inspections Wheat Ridge Building Dept, D ate: Signed ' Pl checker c omputer •# l oads 8th Edition, Version Z and ACCA Manual D. n.e and weather may vary. and latent # i i to the manufacturers performance data V n.. \Plea 111 .rhv Y:\ Wednesday, November 2 , 2013, 300 PM Summer: 91 59 15% 50 0 /0 75 -39.07 1 Return Garage 2 Supply 2 Return Y§, %n 1116.rhv ~ Wednesday, November 20, )%390 PM YA ... \Plan 111 .rhv Wednesday, November 20,2013,3 PM --Duct Name: SR -110, Supplies: MBR, Fittings: 2 -1, 4 -G, Effective Length: 80.7 Runout 0.0003 8 218 0.002 Up: ST -2301 55 6.2 0.011 0.007 Rnd 20.0 8.7 801 0.009 Presize 76 41.9 0.456 0344 --Duct Name: SR -120, Supplies: MBR, Fittings: 4-G, -1, Effective Length:. 89.3 Runout 0.0003 8 218 0.002 Up, ST -200 55 62 0.011 0.008 Rnd 20.2 81 69.1 0.010 Presize 76 42.2 0.454 0346 -- -duct Name: SR -130, Supplies: Bedroom 2, Fittings: 2 -1, 4 -G, Effective Length: 63.0 Runout 0.0003 7 187 0.001 Up. ST -210 55 5.4 0.010 0.005 Rnd 13.6 7,7 49.4 0.006 Presize 50 24.9 0.457 0343 - --Duct Name: SR -140, Supplies: Bath, Fittings: 2-1, 4-G, Effective Length: 27.5 Runout 0.0003 4 206 0,000 Up: ST -160 128 3.1 0,022 0.006 Rnd O.1 4.4 27.4 0.006 Presize 18 O.1 0.458 0342 -- -Duct Name: ST -260, Feeds Into: Lower Level, Effective Length: 0.8 Trunk 0.0003 16 393 0.000 Up. ST -120 55 18 0.015 0.000 Rect 0.8 12 0.0 0.000 Presize 590 18 0.466 0334 -- -Duct Name: ST -250, Effective Length: 7.6 Trunk 0.0003 16 393 0.001 Up; ST -260 55 18 0.015 0.000 Rect 7.6 12 0.0 0.001 Presize 590 37.9 0.465 0335 -- -Duct arse: rMMMT -100, Feeds Into: Lower Level, Fitting:: 1 -h11, Effective Length: 123.5 Trunk 0.0003 16 453 O.00O Up. Fan 55 18 0,020 0.024 Rect 0.5 12 122.9 0.284 Presize 680 Z6 0.467 0.333 -- -Duct Name: ST -110, Feeds Into: Lower Level, Effective Length: 0.8 Trunk 0.0003 16 453 0.000 Up. SNIT-100 55 18 0.020 OMO Rect 0.8, 12 0.0 0.000 Presize 680 4.2 0.467 0,333 YA ...\Plan 1116.r v Wednesday, November 20, 2013„ 3:00 PM Trunk 0.0003 0 Up: ST-230 0 0 Rect 01 0 Presize 0 0 -- -Duct Name: ST-160, Feeds Into: Living, Effective Length: 3.0 Trunk 0,0003 15,2 Up: ST-140 55 20 Rect 3,0 10 Presize 315 15 0 OMO 0.000 OMO 0.0 OMO 0,000 OMO 227 0.006 0,0 0.464 0.000 OMO 0.000 0.336 -- -.Duct Name: ST-1 50, Feeds Into: Living, Effective Length: 2.7 Trunk 0M03 152 217 0,000 Up: ST-180 55 20 0,006 OMO Rect 23 10 0.0 OMO Presize 302 13.3 0A64 0.336 ... Duct Name: ST-140, Feeds Into: Living, Effective Length: 2.8 Trunk 0,0003 15.2 227 0.000 Up: ST-220 55 20 0M6 0,000 Rect 2.8 10 0,0 0,000 Presize 315 142 0.464 0.336 -- -Duct Name: ST-130, Feeds Into: Living, Effective Length: 1.2 Trunk 0M03 152 425 OMO Up: ST-250 55 20 0.010 OMO Rect 1,2 10 0.0 OMO Presize 590 5,8 0,465 0.335 . - -Duct Name: SR-150, Supplies: PWDR, Fittings: 2-1,4-AD, Effective Length: 41.9 Runout 0,0003 4 332 0M8 Up ST -210 128 3.1 0.051 0.014 Rnd 153 4.4 26,5 0.022 Presize 29 16.1 0A42 0.358 -- -Duct Name: SR-160, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 73.9 Runout 0M03 7 269 0.003 Up: ST -130 55 5.4 0.019 0.011 Rnd 162 73 577 0,014 Presize 72 29.6 0A51 0,349 -- .Duct Name: ST-190, Feeds Into: Living, Effective Length: 0.8 Trunk 0,0003 152 337 OMO Up: ST-130 55 20 0.013 0.000 Rect 0,8 10 0.0 OMO Presize 468 4.2 0A65 0.335 YA ... \Plan 11 16.rhv Wednesday, November 20, 2013, 3:01 PM Supply fah external static pressure: 0.800 Supply fats device pressure losses: 0.2 Supply fan static pressure available: 0.540 Runout max imum cumulative static pressure less: 0 358 SR -150 Return loss added to supply: 0.0 Total effective length of return ( ft.): 190.8 Low Total effective length of supply (ft.): 199.7 SR -1503 Overall total effective length ( ft.): 3803.5 Low to SR ®150 Design overall friction rate per 100 ff.: 0.138 (Available SP x 100 / TEL) System duct surface area (No Scenario): 225.5 System duct surface area (Scenario 1); 184 Garage (Limed to duct load) System duct surface area (Scenario 2): 47.5 (Linked to duct load) "total system duct surface area: 457 Y :\ ... \flan 1116,rhv Wednesday, November 20, 2013,3:01 P New Town Door: Door -R -2.85 17.8 430 0 137 137 Front Entry: Door- 24 267 0 85 85 12D -Osw: Wall- Frame, R -15 insulation in 2 x 4 stud 1592.3 9,449 0 2,123 2,123 cavity, no board insulation, siding gnash, wood studs 12F -Osw. Wall- Frame, R -21 insulation in 2 x 6 stud 699.5 3,137 0 515 515 cavity, no board insulation, siding finish, wood studs 165 -38. Roof / i1En -Und r attic with Insulation on Attic 525 942 0 627 627 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 2213- 10ph -t: Floor -Slab on grade, Vertical board insulation 58 1,925 0 0 0 covers slab edge and extends straight down to 3" below grade, tide covering, -10 insulation, passive, heavy moist soil 20P -38 -c: Floor -Cover open crawl space or garage, 317.5 6558 0 57 57 Passive, R -8 blanket insulation, carpet covering Subtotals for structure. 19,848 0 8,291 8,291 People. 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting. 0 0 0 Ductwork. 3,438 -97 1,007 910 Infiltration. Winter CFM. 70, Summer CFM. 59 4,328 -1,278 847 -431 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Slower Heat Gain, 3 Watts: 0 0 10 10 Humidification (Winter) 5.58 gal /day : 2,045 0 0 0 AED Excursion: 0 0 850 850 System 1 System 1 Load Totals. 29,660 -775 12,896 12,121 design Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your conditions. Y :\ ...\Plan 1116,rhv Wednesday, November 20, 2013, 3:01 PM M I J System Type: Standard Air Conditioner Outdoor Model: CAI3NA018 " - '(A,I ) Indoor Model: CNPV *2417A ** +TD Tradenarne: 13 SEER PURL N A Outdoor Manufacturer: ITIONING CARRIER AIR CONDITIONING ANRI Reference No.: 4540727 Nominal Capacity: 18000 Efficiency: 13,2 SEER Heating System Type. Natural Gas Furnace Model: 59SC2B040S1 7- 12 Tradenarnd: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 37000 Efficiency: 92.1 APtf Y :\ ...!Plan 1116.rhv Wednesday, November 203, 2013, 3:01 PM Def iled r l om Loads mm olm - La ! r Level (Average Lead Procedure) Calculation Mode: Htg. & clg. Occurrences; 1 Room Length: 173.2 ft. System Number: 1 Room Width; 1.0 ft. Zone Number' 1 Area. 1713 s.ft. Supply Air: 131 CFM Ceiling Height: 10.0 fit. Supply Air Changes; 5.6 AC/hr Volume: 1,732.3 cu.ft. Req. Vent. Clg. 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply. 0 % -„ Actual Summer Vent.: 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 16 CFM Actual Summer lnfil.: 14 CFM F - Wall- 12 -Osw 15 X 10 1322 0.086 5.9 784 13 0 176 ! -Wall- 1 2D-Osw 9.8 X 10 93.3 0.086 5.9 583 13 0 131 W -Wall - 12F -Osw 8.8 X 10 78.3 0.065 4.5 351 01 0 58 S - Wall- 12F -sw 4.2 X 10 34.2 0.065 4.5 153 0.7 0 25 W -Wall- 1 2F-Osw 6.2 X 10 37.7 0.065 4.5 169 0.7 0 28 i N - Udall -12D -O w 14 X 10 140 0.086 5.9 831 13 0 187 F - Door -New Town Door 2.7 X 63 17.8 0.350 24.2 430 7.7 0 137 W -Door -Front Entry 3 X 8 24 0.161 11.1 267 3.5 0 8 W -Cis -New Town Window shgc- 10 0.300 201 207 312 0 332 0.3 O %S S -GIs -New Town Window shgc- 7,5 0.300 20.7 155 16.8 0 126 0.30%S Floor -22 -10ph 58 ft..Per. 58 0.481 33.2 1,925 0.0 0 0 Subtotals for Structure. 5,855 0 1,285 lnfil.. Win.. 16.3 Sum.. 13.7 580 1145 1,012 0341 -299 198 Ductwork. 977 135 AED Excursion. 114 Room "Totals. 7,844 -299 1,733 Y:\...\Plan 1116. by Wednesday, November 20, 2013, 3:01 PM 15.0 ft. 13.8 f#. 207.0 s q.ft, 11.0 ?ft, 2 „282.0 cu.ft. . O CFM S - Wall- 1 2.Osw 13.3 X 11 152.1 1 5.9 154 OFM 4.0 AC/hr 0 CFM O CFM 0 % 0 CFM 0 % 13 CFM 11 CFM S - Wall- 1 2.Osw 13.3 X 11 152.1 0.086 5.9 903 1.3 0 203 N - Wall -12 t -Osw 13.8 X 11 152.1 0.086 5,9 903 1.3 0 203 F -GIs-New "Town Window shOc- 18 0.300 20.7 373 33.2 0 597 O.3 O %S Floor- 20P -381 X 207.5 207.5 0.030 2.1 430 0.2; 0 37 Subtotals for Structure. 3,268 0 1,148 Infil.. Win.. 13.2 Sum.. 11.1 469 1.745 819 0341 -242 160 Ductwork: 581 229 FD Excursion. 193 Fluent. 0 1,200_ Room 'Totals:: 4,668 -242 2,931 Y.\ .,.Plan 1116,rhv Wednesday, November 20, 2013, 3:01 PM 4 Room . 2462 ft. 40 System Number Room • 0 ft. 33,2 Zone Num 591 ! sqJt. 0 Sup Ceiling g 0 398 pply Air Changes: Volume 2,7 08.0 cu.ft. "'F• Number of e 0341 -234 155 215 Percent of +►• 182 Actual Summer Vent.: 230 -34 Supply: Percent Actual Actual 1 sw 17.2 X 11 188.9 # 1 N -Wall-1 2D-Osw 153 X 11 16&6 0,086 59 1,001 W -GIs-New T own Window s 0.3 W -GIs-New Town Window shgc- 13,5 0 2 279 ! W -GIs-New Town Window shgc- 12 0.300 207 248 03 Os.: #! + I X I 10 110 0.030 21 228 Subtot �!.. a• A1.. 11 t -- G - " AED Excursion: People: 200 latlper, 230 sen /per: 1 Hoorn Totals: ME 1 1 144 CFM 3.2 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 13 CFM 11 CF 0,7 0 40 1.3 0 225 33,2 0 591 33,2 0 448 33,2 0 398 0.2 0 20 0 1,974 0341 -234 155 215 182 200 230 -34 2,755 Y:t ... \Plan 1116.rhv Wednesday, November 20, 2013, 3:01 PM Qalculat on mode: Htg. & cig. - Occurrences: 1 0 Room Length: X0 ft. System Number: 1 03 Room Width: 1.0 ft. Zone Number: 1 166 Area: 36.0 scl.ft. Supply Air: 2 9 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 4.4 AC /hr Volume: 396.0 cu.ft, leg, Vent. Gig: 9 CFM Number of Registers: 1 306 Actual Winter Vert.: 9 CFI Ductwork: Percent of Supply.: 0 % 41 AED Excursion Actual Summer Vent.: 0 CFM 35 Room totals: Percent of Supply: tl % -91 525 Actual Winter lnfil.: 5 CFM Actual Summer Infil.: 4 CFM W - Wall- 12F -9sw 6,2 X 11s 59,9 0.065 4,5 269 01 0 4 -Wall- 12F -Osw 5..6 X 11 64.1 0,065 " 4.5 263 03 0 47 W - Town Window gc- 8 0,300 211.7 166 33,1 0 265 0,30%S Subtotals for Structure: 923 0 369 lnfll.: Win.: 5,0, Sum.: 4.2 177 1.745 306 0340 -91 66 Ductwork: 175 41 AED Excursion 35 Room totals: 1,406 -91 525 Y :\ ... \plan 1116.rhv Wednesday, November 20, 2013, 3:01 PM ,' � Room Length. 15.0 ft. System Number. 1 Room Width; 10,2 ft. Zone Number: 1 Area. 153.0 sq..ft. Supply Air: 99 CFM Ceiling Height: 8.0 ft. Supply Air Charges: 4.9 AC/hr Volume: 1,220.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply. e 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter lnfil.: 8 CFM Actual Summer lnfil.: 7 CFM - Wall- 12F -Osw 15 X 8 95 0.065 4.5 426 0.7 0 `; 70 S - Wall - 12[7 -0sw 102 X 8 81.4 0.086 5.9 483 13 0 108 N - Wall- 12f7 -0sw 10.2 X 8 81.4 0.086 5.9 483 1.3 0 108 F - GIs -New Town Window shgc- 25 0.300 20.7 518 332 0 829 0,3 0%S UP -Cei1- 188 - 38152.5 X 1 152.5 0.026 1.8 274 1,2 0 182 Subtotals for Structures 2,184 0 1,297 lnfil.. Win.., 7,9, Sum.. 6.7 283 1344 493 0.343 -146 97 Ductwork: 381 148 AFD Excursion. 125 People. 200 lat /per, 230 sen /per. 1 200 230 Room Totals. 3,058 54 1,898 , Y.E ...\Flan 1116.rhv Wednesday, November 20, 2013, 3.01 PM 206,4 t System Number: 1.0 ft. Zone Number: 206.0 sq.ft. Supply Air: 8.0 ft. Supply Air Changes: 1,852.{3 cuft Req. Vent, Cl g: 2 0 Actual Winter Vent.: 0.800 CPM Percent of Supply.: CPM 0 Actual Summer Vent.: 0.3 O %S Percent of Supply: Actual Winter lnfi €.: Actual Summer lnfil.: 1 85 1 4.5 128 CPt 4.7 AC/hr 0 CF 0 CPM 570 % 0 C'M 0 % 0.800 CPM 8 CPM W - Wall- 12F -Osw 15 X 8 85 0,065 4.5 381 0.7 0 62 - Wall -13 3 -Osw 12 X 8 96 0,085 5.9 570 13 0 1:28 W -GIs-New Town Window shgc- 25 0.800 20.7 518 33.2 0 829 0.3 O %S W -GIs-New Town Window shgc- 10 0300 203 207 33.2 0 332 0,3 0 %S UP -Cell- 165 -38 206.4 3t 1 206.4 0.026 1.8 370 12 0 247` Subtotals for Structure: 2,726 0 1,751 lnfil.: Win,: 9.3„ Sum.: 7.8 331 1345 577 0.342 -170 113 Ductwork: 470 191 AED Excursion: 161 People; 200 fat/per, 230 senlper 1 200 230 Room Totals. 3,773 30 2,447 Y :\ _ \Plan 1116,rhv Wednesday, November 20, 2013, 3 :01 PM D6ade ' 146om Loads - Room - Bath ,A ra Load , Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5,7 ft.. System Number: 1 Room Width: 10.5 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 18 CFM Ceiling height: &0 ft. Supply Air Changes: 2.2 AC/hr Volume: 476.0 cu.ft. reel. Vent. Clg: 0 CFM Number of registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CM Percent of Supply: 0 % Actual Winter lnfil.: 2 CFM Actual Summer infil.. 2 CFM S - Wall- 12D -Osw 10.5 X 8 84 01086 5.9 498 13 fI 112 UP -Ceil- 1613 -38 59.5 X 1 59.5 0.926 1.8 107 1.2 0 71 Subtotals for Structure: 605 g 183 lnfil.: Win.: 2,4, Sum.: 2.0 84 1.751 147 0,345 -43 2 Ductwork: 107 19 A D Excursion: 16 ; Room "Totals: 859 -3 248 Y:\...\Plan 1116.rhv Wednesday, November 20, 2013, 3.111 PM Area: 107.0 sot,ft. Supply Air: 23 CM Ceiling Height: 8.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 852.0 cu.ft. Req. Vent. Gig: 0 C M Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 23 CFM Percent of Supply: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 C M Runout Air Velocity: 264 ft. /min. Percent of Supply: 0 % Runout Air Velocity; 264 ft. /min. Actual Winter tnfl.: 3 C'M Actual Loss: 0 «059 in.wg. /100 ft. Actual Summer Infil.: 2 C M N - Wall- 12D -0sw 12.8 X 8 102;6 0.086 5.9 609 1.3 0 137 UP —Cell- 1613- 38106.6 X 1 106.6 0.026 1.8 191 1,2 0 127 Subtotals for Structure: 800 0 264 Infil.: Win,.. 2.9, Sum.: 2.4 103 1.744 179 0.341 -53 35 Ductwork: 139 27 AD Excursion: 23 Room Totals: 1,118 -53 349 Y:\ ... \flan 1116.rhv Wednesday, 0 • 1 Lower Level 173 7,844 161 7,7 1,733 -299 96 161 2 Kitchen/ Dining 207 4,668 96 7,7 - 2,931 -242 163 154 3 Living 246 4,889 100 7,7 - 2,756 -34 153 144 4 PWDR 36 1,406 29 4 - 525 -91 29 29 5 Bedroom 2 153 3,058 63 757 - 1,898 54 105 99 6 MBR 206 3,773 78 8,8 - 2,447 30 136 128 7 Bath 60 859 18 4 - 248 -43 14 18 8 Hall 107 1,118 23 1 1-4 264 349 -53 19 23 Blower Power 10 Humidification 2,045 Duct Latent -97 System 1 total 1,188 29,660 568 12,896 -775 716 675 System I Main Trunk Size: 18x12 in, Velocity 453 ft. /min Loss per 100 ft, 0.020 in.wg Duct size results above are from Manual D Ductsize except where indicated otherwise. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room, See the Manual D Ductsize report for duct velocities and other data. I Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Carrier Natural Gas or Propane Furnace 92.1 AFUE I Y:\,,.\Plan 11 16.rhv Wednesday, November 20, 2013, 3:01 PM Actual: 1.50 100%/0% 18,000 0 18,000 All rotation degree values in this report are clockwise with respect to the project's original orientation. Buil ding orientati as . . (z er o d ,, e. w . tiony Frootdo At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If Zane Northwest 90 0 North 135" 1 Lower Level *161 1 61 161 161 Kitchen/Dining *163 1 52 140 148 3 Living ; *153 122 100 119 4 PWDR *29 29 29 29 5 Bedroom 2 *165 94 77 9 6 MBR *136 110 82 107 Beth *18 18 18 18 8 Hall *23 23 23 23 45 Northwest 90 0 North 135" Northeast 180 East 225 Southeast 270° South 315 Southwest 161 161 161 152 143 136 143 131 106 29 29 29 98 84 68 127 117 98 18 18 18 23 23 23 161 152 140 2 903 125 18 23 7,7 7,7 7,7 + 4 7 y 8,8 4 1 - -4 626 11,282 -776 0.94 568 9,4037 -776 018 608 10,955 -776 03.91 666 12,003 -776 1,00 622 11,207 -776 0.93 568 9,989 -775 0.83 666 11,993 -776 1.00 "Y;:\ ... \Plan 1116.rhv Wednesday, November 203, 2013, 3:01 P � � 0 0.! ' m --.—~.--''—'—�'�--'�—.—~.---._--.-----.'--~.'—_�—� � Direction Front door FaCes — BwRdnnm Net Tonnage MM ` Southwest YA.}Phan111ELrhv Wednesday, November 2D,2Q13, 3:01 PM Building Rotation Report (coat"d) Building Rotation Hourly Net Gain 0 UUM I MIM 0 OM VOM iV 13M I I aM gz pm 3 pm e- pm PF" PYTI 0 Pal 0 PUT] turn Time of Day Frontdoor faces West Front door faces Northwest Front door faces North Front door faces Northeast Frontdoortaces East Front door faces Southeast Front door faces South Front door faces Southwest YA - APlan 1116. rhv Wednesday, November 20, 2013, 3:01 YA . . APlan 111 6, rhv Wednesday, November 20, 2013, 3 PM