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Plans t , _a • r Engineered trusses spaced @ 24" on center Er a Truss Drawing •• a d n g o � � o 0 ► . O � r- ^, - 0 n - ■ 0 g I HELIO RAIL c) v ..a m Cmi I� 1 ti "‹ cA 1 1 ` 1 ,1 - �-+ n �� �� I t ` = SUNMODO "L" FOOT BRACKET �• _ 0� r..,IN'. ■401404 a g2 E2 SW 270 MONO MODULE - ti°` o v (-11 t121 ASPHALT ` A ROOFING ti PLYWOOD \ I, , SHEITHING =` =;= -- 14 38' 19' Dave Petersen 14085 SW 100th Ave Tigard, Or 97224 • 5" from roof surface to top of panel G4. BUILDING NEW SOLAR HEIGHT PANEL U 17' Dave Petersen 14085 SW 100th Ave Tigard, Oregon 97224 Tax' ID 2S 111BB00300 Tax Acct R501889 •28, 30' o � N ROOF PEAK @ 19' ROOF SLOPE = 2/12 28' ROOF TOTAL 1962 sf TOTAL ARRAYS 332 sf 332/1962 = 17% 1-1 can co 16' Existing PV Array 7' 7�—New PV Array - DPI RENEWABLF_ ENERGY 137 .74' DAVE PETERSEN 14085 SW 100th Ave 1/8" = 2 TIGARD, OR 97224 SUNMODO HELIO RAIL SUNMODO "L" FOOTMOUNT AND FLASHING 3'-0" O 0 0 0 0 0 0 0 ,-0 o 0 0 O 6 �� 0 0 0 0 U� 0 0 PV ° 0 ° " " 3'-4" x 5'-6" 4'-0" / 17' 6" MECHANICAL NOTES: Note: Layout may be changed for reasons not seen I. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS AND MANUFACTURER'S MANUALS FOR INSTALLING A PV SYSTEM. 2. ROOF MEMBER STRUCTURE TRUSSES AT 24"ON CENTER. at the time of design. These changes will not have 3. ROOF IS COMPOSITION TSHINGLESON RAIL 4. MODULES MOUNTED TO SUNMODO RAIL ALUMINUM RACKING SYSTEM. SYSTEM WEIGHT:3 PSF 5. DISTANCE BETWEEN PENETRATIONS NOT TO EXCEED 48 INCHES. DPI a negative effect on the array production. 7. RAIL.OVERHANGFROMPENETRATIONNOTTOEXCEED2 HES. 7. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WHEN PREPARING ROOF FOR ANCHOR POINT LOCATIONS.BUILDING STRUCTURE INTEGRITY IS THE RENEWABLE RESPONSIBILITY OF THE INSTALLER. ENERGY 8 ADJUSTMENTS MAY BE NEEDED DUE TO EXISTING ROOF LAYOUT. SYSTEM SITE INFORMATION CONTRACTOR INFORMATION 1 DRAWING INFORMATION sinerNO RACKINGPLAN DAVE PETERSEN RESIDENCE COMPANY DYNAMIC POWER INNOVATION DRAWING NUMBER:001 DATE;/22/2015 14085 SW 100th AVENUE LICENSE NUMBER: I85494 DRAWN BY:GJK REVISION: 0 E - 100 9 MODULES X SW270 = 2.43 KW STC DC TIGARD, OREGON 97224 CHECKED BY: PURCHASE ORDER: JGK D.PETERSEN Bureau of Development Services Program Guide —Solar Water Heating and Photovoltaic Electric Generators Installed on Commercial Buildings Page 11 of 14 December 1, 2010 SECTION A-A COLLECTOR PANEL ALTERNATE 1 ~Y"� CONTINUOUS SUPPORT MIN.2 X 4 JOIST 44,• RAIL AND CONNECTION OR TRUSS CHORD 4,... ANGLE BY RAIL @ 2'MAX.ON CENTER -,,y MANUFACTURER PROVIDE CONNECTION TO ROOF AT -' 4'-0"MAX. ON CENTER AND AT ,. EACH END OF RAIL . �y� MIN. 5/16" LAG SCREW. EMBEDDED 2" MIN. CENTER ON ROOF FRAMING. SEAL AT ROOF PENETRATION SECTION A-A COLLECTOR ALTERNATE 2 4`''-'-,a/. PANEL CONTINUOUS SUPPORT MIN.2 X 4 JOIST OR TRUSS ==_4 RAIL AND CONNECTION___ CHORD @ 2'MAX. ON CENTER �� • ~,,. ANGLE BY RAIL ��-44, MANUFACTURER PROVIDE CONNECTION TO ROOF AT �` `'- 4'-0" MAX. ON CENTER AND AT ~~'� EACH END OF RAIL ~�` SEAL AT ROOF PENETRATION y 4 X 4 BLOCKING BETWEEN JOIST .err- A34 FRAMING ANGLE EACH SIDE, EACH END '11 ,, MIN. 5116" LAG SCREW. EMBEDDED 2" MIN. ECTION A-A -l"'"-- ```-� COLLECTOR PANEL �""'�� ALTERNATE 3 ~"''„, CONTINUOUS SUPPORT MIN. 2 X 4 JOIST OR TRUSS �`' .44 RAIL AND CONNECTION ., POST BY RAIL CHORD @ 2'MAX. ON CENTER. `�_ MANUFACTURER 4,, UNI-RAC r ALUMINUM STANDOFF � 11/2" DIA., OR APPROVED EQUIVALENT ` v� ` , FLASHING AS REQUIRED TO SEAL ROOF „,,. MIN. (2)5/16" LAG SCREWS EMBEDDED 2" MIN. `` CENTER ON ROOF FRAMING. LOCATE POST ... 40ip 4'-0" MAX. ON CENTER.AND AT EACH END OF RAIL FIG 2 mow'-.-". SunmoduleY'pius sw 270 mono 3�,N.tu v.eat TUV Power controlled: ""`._---i—^ 7OVRIelnle%i Lowest measuring tolerance in industry I -_+' si.t r • r 4" I Every component is tested to meet 3 times IEC requirements 4' • 4 FSUFI3LL O I r r 4 4.Designed to withstand heavy e accumulations of snow and ice i= t, • t )1 • Sunmodule Plus: Positive performance tolerance p/45 v.; 0 `� T. 25-year linear performance warranty , I and 10 Ye ar product warranty ,,,,,r,,,O Glass with anti-reflective coating World-class quality ,,,Mhd.E�6,°,5 F""/"`� . SL.,eir, , Fully-automated production lines and seamless monitoring of the process and material •"' e°^e°'�°"°°p !d •Periodic Mepeme $ Periodic Inspect,. •Slowing vend...heard .."w"~Y' •Power ContrPllod• ensure the quality that the company sets as its benchmark for its sites worldwide. Z P,e,.e'' SolarWorld Plus-Sorting 7.--\ ereralkOVeCi'MED SA"' Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that stir.«s`Tel,eR" r�_, � c US have greater than or equal to the nameplate rated power. UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years ISO 9001 Y P B P Y Y C E Iso 14001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of ♦ certified 25years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended • to 10 years.* 'in accordance with the applicable SolarWorld Limited Warranty at purchase. II I I I I' www.solarworld.com/warranty SOLARWORLD solarworld.com We turn sunlight into power. SunmoduIeYi SW 270 mono PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 13 " Maximum power P ryx 270 Wp Maximum power P r''' 201.3 Wp Open circuit voltage Va, 39.2 V Open circuit voltage _V., 35.9 V Maximum power point voltage V 30.9 V Maximum power point voltage V,",m 28.3 V Short circuit current I,° 9.44 A Short circuit current I. 7.63 A Maximum power point current 1, 8.81 A Maximum power point current I 7.12 A '5TC:1000 W/m,25T,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°C.at 200 W/ma,100% 1)Measuring tolerance(P )traceable to TUV Rheinland:+1-2%(TUV Power Controlled). (+/-2%)of the 5TC efficiency(1000 W/m')is achieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS ---- ---- Cells per module 60 NOCT 46°C Cell type Mono crystalline TC l„ 0.04%/°C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCv., -0.30%/°C Front Tempered glass(EN 12150) TCP w -0.45%/°C Frame Clear anodized aluminum Operating temperature -40"C to 85'C Weight 46.7 lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS I x 1000 W/ma Maximum system voltage SC B 1000 V Max.system voltage USA NEC 1000 V 800 W/ma Maximum reverse cunent 16 A 600 W/ma Number of bypass diodes 3 UL Design Loads' Two rail system 113 psf downward _ 64 psf upward 400 W/ma �� 170 psf downward I ` UL Design Loads' Three rail system 64 psf upward 20C W/m 113 psf downward IEC Design Loads' Two rail system 50 psf upward 100 W/mr --".1111111K SO P •Please refer to the Sunmodule installation instructions for the details associated with these load cases. Nodule voltage IV] Vo. ADDITIONAL DATA 1 x4 37.44(951) Power sorting' -0Wp/+SWp \ J. J-Box 1P65 - r - Module leads PV wire per UL4703 with F14 connectors 11.33(288) Module efficiency 16.10% Fire rating(01790) Class C ' ' T Glass Low iron tempered with ARC 4130(1050) 0.6(15.3) 1 VERSION 25 FRAME Version • Compatible with both'Top-Down" 65.94(1675) -boottom :, 2.5 trame and"Bottom"mounting methods mounting - l Grounding Locations: . holes .. -4 corners of the frame . -4 locations along the length of the module in the extended flange* ''I , 1.34(34) 1 ° _..../1111111 • 1 ■■■ 1 z4 -- --•,I4.2o(l07) Independently created PAN files now available. j i Ask your account manager for more information. 1 1 22(31) I 39.41(1001) -I All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. 5W-01-6004U5 01-2014 .a. 0 Ez Mount L Foot for Shingle Roofs , , . , . . .,.. .. } t.. i� 44. . - _ , ' r f i° _ • . The Next Generation in Flashed Mounts for Shingle Roofs! • El 1905 E 5th St_, Ste. A Vancouver. WA 98661 Phone- 360-844-0048 www.sunmodo.com Ez Roof IIlouflt . . . Engineered and Designed for easy installation. Our roof mounting system is water tight and durable for any composite/shake roof! 4 1�.° e y a Serrated L Foot allows#or Versatile aluminum_base for Flashing designed to redirect rail mounting on either multiple configurations. water flow. side. Ez Mount L-Foot Kit for Shingle Roofs Kit# K10068-001 All kits come complete with the following parts: 1.1 b ilIk 7I 11‘1 1-Lag Bolt SSS,/16x4 1-AI Shoe Pan/ 315015-002 a Peru A20065401 " 1-EZLFoot Part*A2006t-001 tr 0 0 1-Hex Cap `' � , ` 1-Bolt3 8-16x3 4' 1 Flashing / / Patty/A.20052001 Pluto,A20066-001 1-Flange Nut 3/8` Also available: 1. t ?. 40 0 1905 E 5th St..Ste.A Vancouver.WA 98661 Phone: 360-844-0048 www.sunmodo.com Hello Rail Span Chart Notes SUNM ^ 1. Calculations assume the following support conditions: Standard Rail Heavy Rail A) Two standard rails and two heavy rails are used to support modules Properties Units A20144 A20145 pe rpe ndicular to the long edge of the modules. B) The shared rail supports the modules parallel to the long edge of the modules. Aluminum Aluminum C) Module site assumed as approximately 66"x 40"with approximate Material N/A 6005-T5 600545 weight of 48LB. . D) Tributary width" 2.75'for standard and heavy rails,and 3.33'for shared rail. Finish N/A Clear and Clear and Black Black 2. Th.fullowl igload aimhlnotions are used: A) D+W(controls in shaded area on left) Approx.Weight(per linear ft) of .850 1.143 B) D4 0.755+0.75W(controls in unshaded area) C) D+S(controls in shaded area on right) Total Cross Section Area in2 .723 .973 3. Rail section properties shown on Sunmodo drawings Section Modulus(X—Axis) in3 .387 .683 A20144,A20145,A20146 and A20149. 4. Span lengths shown is: Section Modulus(Y—Axis) in3 .190 .333 Between support points.Simple span conservatively assumed for lengths over 4'6"and continuous span condition used for lengths 4'6" Moment of inertia(X—Axis) in4 .486 1.049 and under 5. Allowable cantilever length past last support: Moment of Inertia(Y—Axis) in4 .095 .209 ma,,be up to 1/E.tr e sr an shown in the table. Radius of Gyration(X—Axis) in .820 1.093 6. Wind and snow loads: To be determined based on site specific and local code criteria. Radius of Gyration(V—Axis) in .363 .612 rats Hello Standard Rail A20144 Snow load 2 1/4 BOLT SLOT i.0 10 20 30 40 i 50 60 70 80 r 10 $'�' d 8.0.. 7.3.. 6.9.. g`f)" 5' ! 5.0" i 4'6,. 4'3„ I I 15 8'0" 71 7' " i 6'6" 60" I S 3" 0 4'6" • 3"• ....«_ _.i _. .«...P ...... . � r.«20 7,6.. T3., 6'9., 1 63. i 5.9.. 5,3., 5.0.. i 4 6.25 7'3" 7'0" 1 6'6" 6'0" 5'6" i 5'0" i 4'9" i 4'6" 30 6'9, 'tr, i 6'3" .. 5'9" «.«.. 5.3," 5.0,E S 4'9" L. 4'.6......�...4..3„ 0.to 'o. 35 6'3" 6'3" I 6'0" i 5'6" 5'0" 1 4'9" 4'6" 4'3" 4'0" 1 I I fV C.,_ ..._____.__...� «.«__.«.....-..._..._.....«p iJ 40 6'0" 6'0" 5'9" 5'3" 5'0" ': 4'9" 1 4'6" i 4'3" 4'0" , _««_._._ .._...._.«_. s...__..._ _ __. .... o 45 5'9" 1 5'9" 5'6" I 5'0" 4'9" 4'6" i 4'3" i 4'0" 4'0" •0• 50 5'3" I 5'3" 5'3" '• 5'0 4'9""? 4'6" i 4'3" I 4'0" 4'0" I r I- 3 -55 5'0" i 5'0" I 5'0" I 4'9" 4'6" I 4'3" 1 4'0" i 4'0" 1 4'0" 60 5'0" I 5'0" I 5'0" 1 4'9" 4'6" i 4'3" 1 4'0" • 4'0" 4'0" «.._ i 0" : 4'0" 4'0" 65 4'9" 4'9" i 4'9" 4'6" 4'3" ': 4'0" 4'0 70 4'6" i 4'6" 1 4'6" 4'6" 4'3" i 4'0" I 4'0" i 4'0" 4'0" O 1.00 - 75 L 4'6" i 4'6" i 4'6" 1 4'3" 4'0" ; 4'on i 4'0" I. 4'0" 3'9" co 80 I 4'3" i 4'3" 4'3" 4'3" 4'0" 4'0" 4'0" 4'0" 3'9" M Nt ...Hello Heavy Ram A20145 Snow Load(psf) 2X 1/4 BOLT SLOT 0 10 20 i 30 i 40 50 60 70 80 10 L10'6" 9'9" ; 9'0" 8'3" i 7'9" 7'3" 6'6" 6'0" 5'9" ❑ 1D 15 ; 9'9" i 9'3" @ 8'6" 8'3" r 7'9" 7 3" 1 676; fi'0" 5'9" • 2D i 9'3" I 9'0" i 8'3" i 8'0" I 7'6" i 7'0" 6'6" 6'0" 5'9" ._.«._........1....._..«.._»j.........«..»._0......w« P.. .i.__ / ♦ --+F...•_-•�•«.� 25 i 8'9" i 8'6" 8'3" i 7'9" 7'3" i 6'9" ; 6'3" i 6'0" i 5'9" .._......«.....i...»...... ! ...._..._ ..._ «........«..........._3 ..i...«._...«...«P.« «««......i««......_....... 30 I 8'3" i 8'3" 8'0" i 7'6" 7'0" I 6'6" i 6'3" i 6'0" a_5'6" o P_...._..«._..J.................i L..» i...« 0.»..._..._ 4 rw 35 1 8'0" I 8'0" 7'9" I 7'3" 6'9" I 6'3" I 6'0" I 5'9" 5'6" c' a , _.._._;_...._...__ _.......«...«........4.__._ .._..._ 6 40 - 7'9" 7 9" 7'6" 7'0" 6'6" 6'3" 6'0" 5'6" 5'6" 0 45 _7'6" 7'6" 7'3" 6'9" 6'377-6'0" I 5'9" 5'6" 5'3" —-I —L=ti 2; v 50 ~7'3" 7'3" 7'0" 6'6" 6'3" 6'0" i 5'6" 5'6" m� 5'3" cr«••__....._..Y.«._..._....... —n____ _I^ 3 55 _.6'9" i 6'9" 6'9" 6'3" 6'0" 5'9" i 5'6" 5'3" 5'0" 60 6'6" i 6'6" 6'6" 1 6'3" 6'0" 5'6" 5'6" 5'3" 5'0" co 65 1 6'3" 1 6'3" 1 6'3" 6'0" 5'9" i 5'6" i 5'3" 5'0" 5'0" Q 62 r......_..«......,....«__«.._«.,...._._«.. 70 i 6'Cr I 6'0" i 6'0" 6'0" «5'6" 5'6" 5'3" 5'0" y 4'9" J O 75 I 6'0" i 6'0" I 6'0" 5'9" I 5'6" 1 5'3" i 5'0" i 5'0" 4'9" co 1.25 80 i 5'9" i 5'9" 5'9" 5'6" 5'6" , 5'3" , 5'0" I 4'9" 4'9„ r', . . Hello Standard Rail SUNM4D Sunmodo's newly launched Hello Standard Rail 2X 1/4 BOLT SLOT is a cost-effective rail especially designed for its - strength and versatility. a a Calculated Span Chart on page 16 With two convenient 1/4" slot and a 3/8" slot available, the Hello standard rail can handle a c) variety of components such as mounts, rail splic- I , ' c.i es, micro-inverters, clamps, and a variety of wire J and grounding products. 0- � ® N r ~ J d_._ , ,, Manufactured in 4 stock sizes in clear or black 0 J anodized. Sunmodo can also supply rail at any cn I- 0.50.1 lengths. m 1.00 Sunmodo Rail is extruded 6065-15 aluminum. co M Part Number Description Length Weight Standard Clear Anodized "Clear" A20144-084 84" 8.3 lbs. Aluminum Rail 84" Standard Clear Anodized A20144-124 124" 12.27 lbs. N Aluminum Rail 124" .K.1; Standard Clear Anodized A2O144-164 164" 16.22 lbs. Aluminum Rail 164" Standard Clear Anodized A20144-206 206" 20.37 lbs. Aluminum Rail 206" "Black" Part Number Description Length Weight Standard Black Anodized A20144-084-BK 84" 8.3 lbs. A20144-124-BK Aluminum Rail 84" Standard Black Anodized 12.27 lbs. 16.22 lbs. 20.37 lbs. Aluminum Rail 124" Standard Black Anodized A20144-164-BK A20144-206-BK 164" Aluminum Rail 164" Standard Black Anodized I 206" Aluminum Rail 206" 124" -Page 12- EVALUATION REPORT Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners 3.1 General Description REPORT HOLDER: EZ Roof Mount L-Foot Kit consists of 5 basic SunModo Corporation components: (1) shoe assembly with captive waterproof 1905 SE 5th St, Suite A washer, (2) lag bolt to fasten through the shingles to the Vancouver, WA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4) L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. See SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 3.2 Materials 1.0 EVALUATION SCOPE: EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 inches in diameter and 1.00 • 2009 International Building Code® inches in height. It is held in place using one 5/16 inch • 2009 International Residential Code® diameter lag bolt that is 4 inch in length and made of • 2006 International Building Code® stainless steel. Flashing is fabricated from sheet • 2006 International Residential Code® aluminum with dimensions of 10.0 inches in width, 12.5 inches in length and 0.04 inches in thickness. 1.2 Evaluated in accordance with: L foot is a 2.00 inch long unequal leg angle made from • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 0.24 inches in 2011), Approved March 2011 thickness. It contains a 0.375 inch diameter round hole • Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is Penetrations (ICC-ES AC286), Approved April 2010 located in the center of the base leg. One slot measuring 1.64 inch long by 0.40 inch wide occurs in 1.3 Properties Evaluated: the center and is located 0.30 inches from the top edge of the vertical leg, which has a scallop front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design mount solar systems and other rooftop devices such as Tabulated allowable loads shown in Table 1 of this satellite dishes on asphalt shingle roofs with wood report are based on allowable stress design (ASD). rafters underneath. Adjustments to these values are required for wet EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated installation of solar panels for electric or hot water temperatures, use with fire retardant lumber or with production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55 vertical in 12 units horizontal. (Southern Pine). Allowable values based on fastener strength may be adjusted for duration of loading. See footnotes of Table 1 for more detailed explanation. Page 1 of 4 Alf Copynght J 2D12 by International Association of Plumbing and Mechanical Officials All rights reserved.Printed in the United States No pan of this publication may be reproduced stored in A�IL`I an electronic retneval system,or transmitted,in any form or by any means,electronic,mechanical,photocopying.recording,or otherwise,without the prior written permission of the a7/ publisher Ph-1-877-41ESRPT•Fax.909.472.4171•Web www.taprnoes.org•5001 East Philadelphia Street•Ontano,California 91761-2815—USA +v.�� EVALUATION REPORT(s__I*Lum° Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 4.2 Installation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5/16 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section instructions. Lag screw must penetrate into the roof 25. rafter a minimum of 2 '/% inches. Prior to installation, the roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISO/IEC 17025. of the lag screw as required in Section 11.1.3 of the NDS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and not driving by a hammer. A die-stamp label in the flashing bearing the name and address of the manufacturer, the model number, Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformity, and this an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should be installed full under the shingle up to I A P the raised portion of the flashing to prevent water M0 ingress under the shingle. No portion of the flashing should be bent upward; the flashing must rest fully against the roof shingles. Otherwise the water and wind ® TM performance may be impaired. IAPMO#0248 5.0 CONDITIONS OF USE EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section 1.0 of this report subject to the following conditions: 5.1 EZ Roof Mount shall be installed in accordance with this report, manufacturer's installation instructions and the codes listed in Section 1.1. 5.2 Calculations to verify the imposed loads on the EZ Roof Mount assembly do not exceed the allowable loads contained in Table 1 of this report shall be submitted to the code official when requested. Calculations shall be prepared by a registered design professional when required by the statues of the jurisdiction where the work is constructed. 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)1.2'3,4.5 Load Direction Ultimate Load Test Load at Test Load at Calculated Allowable Test Value 0.250 inch 0.125 inch Fastener/Metal (see figure below) F.S.=3.0 deflection deflection Strength Design Load Uplift(Withdrawal) 715 1,800 695 340 340 • Lateral 260 240 130 153 130 Notes 1. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(Cm and/or C,)in accordance with the National Design Specification for Wood Construction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2 1/2 inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Uplift Lateral Page 3 of 4 EVALUATION REPORT (711,))1".° Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 TABLE 2: MATERIAL PROPERTIES Component Material Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with durometer rating of 60 Lag Bolt 304 stainless steel ASTM A 240 L-foot Aluminum alloy 6063-T6 ASTM B221 Hex Cap Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS 00114 (111, Figure]: Shoe Assembly Figure 4: Hex Cap Figure 2:Lag Bolt Figure 5:Flashing Figure 3:L-foot Page 4 of 4 VOLTAGE DROPCALCULATIONS SYSTEM INFORMATION (NEW) Labels FORMALAS USED PER NEC 2011 HANDBOOK 215.2(A)(3): V 0 =2*L*R•I/1000 PV MODULE RATINGS INVERTER RATINGS Photovoltaic DC Output WIRE RUN _ VMP _ IMP R L VD _ %VD Module Make Solar World Inverter Make ENPHASE Rated MPP Current= 8.42A PV MODULE TO INVERTER 30.9 8.4 1.29 3 0.65 0.21% Module Model SW270 MONO Inverter Model M250-60-2LL-S22 Rated MPP Voltage= 48V INVERTER TO SUB PANEL 240 9.0 1.29 30 0.70 0.29% Max Power = 270 W Max Output Power =250W Max System Voltage=48V SUB-PANEL TO INTERCONNECT 240 19.8 1.29 75 3.83 1.60% Open Circuit Voltage=39.2V Max DC Voltage = 48V Short Circuit Current=8.9A Max Powerpoint Voltage=30.9V Nominal AC Voltage=240V Photovoltaic AC Output Short Circuit Current = 8.81A Max AC Current = IA , AC Output Current = 9A Max Powerpoint Current=9.44A _ CEC Inverter Efficency_=96.5% Nominal AC Voltage = 240V SYSTEM INFORMATION(EXISTING) Labels PV MODULE RATINGS INVERTER RATINGS Photovoltaic DC Output UTILITY METER Module Make SUNTECH Inverter Make ENPHASE Rated MPP Current= 5.0A I20/240V Module Model Stp180 Inverter Model MI90-72-240 Rated MPP Voltage= 36V SINGLE PHASE Max Power = 1$0 W Max Output Power =190W Max System Voltage=48V Open Circuit Voltage=44.8V _ Max DC Voltage = 54V Short Circuit Current=5.29A © Max Powerpoint Voltage=36V Nominal AC Voltage=240V _ Photovoltaic AC Output Short Circuit Current = 5.29A Max AC Current = .9A AC Output Current = I0.SA Max Powerpoint Current=5A CEC Inverter Efficency=95% Nominal AC Voltage = 240V DEDICATED PV COMBINER WITH DISCONNECT LUGGED,240/120V 1200A AT ROOF ARRAYS V PERFORMANCE 12 x 180watt modules w/microinverters METER (existing)Total 2160 watts / 25A 0, \ / _ EXISTING 200A MAIN RACEWAY w/ 9 x 270w modules w/Enphase M250-60-2LL SWITCHBOARD 2-#10 THHN CONDUCTORS microinverters(new)Total 2430 watts 1 -#6 BARE COPPER WIRE GND EXPOSED TO FREE AIR: 2-#10 PV WIRE/USE-2 (RATED FOR OUTDOOR USE) 1 -#6 BARE COPPER WIRE GND ELE.CTRICAI.NOTES: 1 CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NEC REQUIREMENTS AND MANIIAI S FOR INSTAL LNG MO A PV SYSTEM 2 ALL COMPONENTS MAST RE GROUNDED PER NEC REQUIREMENTS ).EACH MOM R.F.MUST RE AROIIN-1ED ACCORDING TO INSTAI.IATION REQUIREMENTS CALL EQUIPMENT SHALT.REAMED PER NEC 5.IOAWO TYPE PV WIRE USF•2/RHW-2 SUPPLIED WIRE FOR ALL OUTDOOR WIRING 5.I 1 OAWO T IWN-2 IN METAIIC CONDUIT IS ACCEPTARIE 6.PER NEC 690.17 PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE.TFRMNAI S OF DIE. DISCONNECTING MEANS MAY RE EN?RGI7ED IN THE OPEN POSITION.SIGN SHALL.READ 'WARNING•ELECTRICAL SHOCK HA7ARD-170 NOT TOUCH TFRMINAIS-TERMINALS ON ROTH LINE AND LOAD SIDES MAY RE ENP.ROIXPD IN OPEN POSITION.OR EQUIVALENT 7.PER NF.C7n5.10.PROVIDE.A PERMANENT PIAQUF.OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE ERFMI,RIS AT SERVICE ENTRANCE. DPI8.INIERCMETHOD JNRCIRN METHOD SHAH.COMPLY WITH NEC 690.64 I 9.A/C DISCONNECT MAY OR MAY NOT RE.REQUIRED RY THE.ANT 10.WIRE 017E ASSUMES THAT COM)I ITT WIIAE.RIN N ATTIC SPACE.OR LESS THAT IR IS RENE ti ABLE EXPOSED TO SINI.K)HT.WIRE OUTAGE WII.NEED TO RE INCREASED IF RUN IN CONDUIT ENERG)' ON THE ROOF FOP MORE THAN IR. SYSTEM SITE INFORMATION CONTRACTOR INFORMATION DRAWING INFORMATION nmr,, ELECTRICAL DIAGRAM Dave PetersenResidence ;AMPANY NAME DRAWING NUMBER PATE IaN/x 74 v 9 MODULES x SW270 mono=2.43 kW STC DC(NEW) 14085 SW 100th Ave ICENSE NUMBER:155494 DRAWN RY GC RFVLSINJ.5 E- 101 12 MODULES x STP180-24/Ad=2.16 kW STC DC(EXIST) Tigard,Oregon 97224 CHECKED ITV: 'iK PURCHASE PETERSEN Siemens Microinverter System The Siemens Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Siemens system includes the Microinverter,Trunk-and-Drop cables,the Envoy Communications Gateway,and the Enlighten monitoring and analysis website. • • IEMENS AIM S • • • Productive Smart •Maximum energy production •Quick&simple design,installation and management •Resilient to dust,debris and shading • 24/7 monitoring and analysis • Performance monitoring per module Reliable Safe ■System availability greater than 99.8% •Low voltage DC •No single point of system failure 1 • Reduced fire risk Data Sheet t www.usa.siemens.com/microsolar S I E M E N S Microinverter technical data Input Data(DC) SMIINV215R60xx SM1121 SR60xxCA(Ontario) Recommended maximum input power(STC) 190-260 W Maximum input DC voltage 45 V •�F,�°w` ':,,:+• t� r Peak power tracking range 22 V-36 V • Operating range 16 V-36 V : ' Min./Max.start voltage 22 V 1 45 V j , Max. DC short circuit current 15 A • Max.input current 10.5 A Output Data(AC) :'208 Vac @240 V ac Maximum output power 215 W 215 W Nominal output current 1.0 A* 0.9 A* Nominal voltage I range r_. f'ri 208 V l 183 V-229 V 240 V 1 211 V-264 V Extended voltage!range-' a_*t'•;;: