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Plans r - • • •• •• • • • • • •• • •• .•.••. • e. •• OFFICE COPY n • • • • •e • • • • • o • e • • 1 ••• • • • •• • • • • � ry • • • • e • • • • • • R+ (r) g ._, , ,,, PROJECT INFORMATION ( � O it.,* rri • • • • • • • • • • • • . • • • • • CITY OF TIGARD — ,�, OWNER MARKSIO RT. • • • • • • :0 NT,ItTOR ADVANCED ENERGY SERVICES G 13705 110TH •VfHUE s • • • • 14755 SE 82ND DRIVE ( Approved OCI ' TIGAF,U UI 97223 • • • • • CLACKAMAS, OR 97215 • • • • • • • • • • • • • MAIN. 503. 635 -0117 r C tt •� CONTACT: JORDAN WEISMAN Conditionally Approved l 1 :1' BUILDING SINGLE FAMILY RESIDENTIAL PHONE' 503-407-6820 ( DATA See setter to: Follow • • • • • • • • • • • e I ] L • • ROOF SPECS ASPHALT COMPOSITE SHINGLE ROOF (SINGLE LAYER) f ° • • Attached • • • I • • • • • W/ 2X6 ENGINEERED TRUSS @ 24 AND CANOPY W/ 2X8 Permit Number: a 11 - b O 2 APPLICABLE 2010 OREQCN SOLAR INSTaLLF4ION DOUGLAS FIR #2 JOIST @ 24' O.C. CODES SPECIALTt•CODE• • • • • TILT' 7 DEGREES dress: /3, 1 OE $ w • 1 t � v AZIMUTH. 255 DEGREES • r- .�.. ROOF AREA (PLAN VIEW)= 2,550 SF By � -''� - - ' SYSTEM SOLARWORLD 250W ARRAY AREA = 333 SF, ARRAY IS < 25% OF ROOF AREA I „ • • , . . DRIVEWAY 18 X 250W = 4.50kW MODULE SOLARWORLD SUNMODULE 250W , • L \. (3 ROWS OF 6 MODULES) SPECS '. - • , MA1NPANEL 1 PVP 4800 INVERTER (L) 66" X (W) 39 5' X (H) 1.34' WEIGHT. 48.5' LBS Area Of Work INVERTER COMBINED WEIGHT OF MODULES AND RACKING IS < •PV' al' 45PSF •= -? rkill in PROJECT NOTES I ■m■1 ill 1. 303.2- PV SYSTEMS AND SUPPORTING STRUCTURE I■_ ■I 7. ROOF STRUCTURE IS CONVENTIONAL LIGHT FRAMED ! ■M■1 COMPLY WITH REQUIREMENTS OF OSSC CHAPTER 6 OR WOOD CONSTRUCTION WITH 206 ENGINEERED THE ORSC AS APPLICABLE. TRUSSES W 24" O.C. AND CANOPY STRUCTURE WITH 2. 303.3- ALL PV MODULES TO BE UL 1703 LISTED, - 3. 303.5- PV SYSTEM SHALL HAVE A FIRE 2X8 JOISTS 24" O.C. REFER ENGINEERS DRAWINGS - CLASSIFICATION THAT IS EQUAL TO OR GREATER AND CALCULATIONS FOR MORE INFORMATION. SHALL ,. THAN THE ROOF ASSEMBLY REQUIRED BY OSSC 8. 304.9.5 - NNECTS, ]- BOXES, COMBINER BOXES OR SECTION 1505.1. GUTTERS SHALL NOT BE PLACED IN ANY REQUIRED PATHWAY OR CUTOUT. • 4. 303.6- ALL COMPONENTS OF THE PV SYSTEM SHALL BE 9. ROOF MATERIAL IS ASPHALT COMPOSITE SHINGLE, RATED FOR THEIR USE. • . - - • 5. 303.4- 304.8- PV LAYOUT SHALL NOT RESTRICT 10. PER 305.4 ITEM 3: TOTAL SYSTEM WEIGHT SHALL NOT , EGRESS, LIGHT, VENTILATION, OR ROOF DRAINAGE EXCEED 4.5 PSF. PV MODULES AND RACKING SHALL BE DIRECTLY ATTACHED TO ROOF FRAMING AS SHOWN IN REQUIREMENTS. CONNECTION DETAIL #2. ATTACHMENT SPACING WILL 6. 304.9.1 GENERAL PATHWAY REQUIREMENTS- BE 48" O.C. MAX, AND WHEN ATTACHMENT LOCATED EXCEPTION 1: ON STRUCTURES WITH A PV ARRAY WITHIN 3' OF ROOF EDGE, HIP, EAVE, RIDGE SHALL BE ATTACHMENTS SHALL SE SPACED NO AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF 24" O.C. MAX. I ' WITH A SLOPE THAT EXCEEDS 2:12 AND WITH AN 11. MODULE HEIGHT < 12" OFF ROOF SURFACE. GREATER THAN 24 INCHES ON CENTER , L INTERSECTING ADJACENT ROOF AND WHERE NO 12. SECTION 304.7- MECHANICAL EQUIPMENT IN ANY DIRECTION WHERE ARRAY IS E SECTION IS LARGER THAN 150 FEET MEASURED IN CLEARANCES: NOT APPLICABLE, THERE IS NO LENGTH OR WIDTH. MECHANICAL EQUIPMENT WITHIN OR ADJACENT TO LOCATED WITHIN 3 FEET OF A ROOF o EXCEPTION 1A: WHERE PV ARRAY DOES NOT EXCEED AREA OF WORK. -" 25% AS MEASURED IN PLAN VIEW OF TOTAL ROOF EDGE, HIP, EAVE OR RIDGE. 3 , AREA OF A STRUCTURE, A MINIMUM OF 12" OBISC 305.4.3 B ,n UNOBSTRUCTED PATHWAY SHALL BE MAINTAINED ALONG EACH SIDE OF ANY HORIZONTAL RIDGE. L - - -- - - - - -- - - -- - 1 - - -- - - - -- NORTH .. 0 1. SITE PLAN Scale: 1" = 30' -0" 1 0' 15' 30' 60' ADVANCED ENERGY SERVICES DATE: SEPTEMBER 21, 2011 !PROJECT #: AES 05 NOTE: 14755 SE 82ND DRIVE REFER TO ENGINEERS DRAWINGS AND STRUCTURAL CLACKAMAS, OR 97015 ROGERS RESIDENCE CALCULATIONS FOR MORE INFORMATION. 503-635-0117 13705 SW 110TH AVENUE CCB# 180882 TIGARD, OR 97223 DWG. 1 OF 2 OFFICE COPY • •• es •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • = • • • • • • • •• • • •• • • • • • • e • •• • • • • • e • •• • • • • •• • • • • • • • • • • • • •• ••• • ••• • • ••• • • • • •• •• • • • • ••• •e• •• • • • • • • • • SOLAR COLLECTOR MODULE MODULE (4.5 PSF, MAX.) DIMENSION VARIES F,.v+ il 11 �C�,•,1.' �`w.y:•� .: J ail �w...::. .4 :' •. .••'•.. —. 'S:•i•A� {; O: •' , : : :::::::::4:::: • MODULE DIMENSION :**$.::::::::::. : + ::• .'••V••j,:t•:4•: 00• 10' MAX ��Ji•'• ".9'�M:!1 t: •i + COLLECTOR MODULE SECTION A p. .� ~�•�••���� '�••' •.••::•,. �1 •;•.,✓•; C'i: �1p:� 3 MIN. 2 %4JOIST OR TRUSS ` F • 'O.SP. CONTINUOUS SUPPORT +�i y CHORD @ 48' MAX, ON CENTER RAIL AND CONNECTION — �I L..':: : :. •.:i' POST BY RAIL SECTION A'I��., p ,• l. •; • ,.,. t ,• • p• „•�I LIN ti MANUFACTURER, ". CONNECT SOLAR MODULE TO p•:.:.�•�. �:; .'.,; +� 01 UNI - RAC 3" ALUMINUM STANDOFF �`i R WITH 1 CONNECTOR' •�?�. t•::: 1 1/2” DIA., OR APPROVED EQUIVALENT \ FOR EACH 8. SQ FT OR .....: •1 k •• :•' :••4 *: t;: LESS OF MODULE SURFACE I': :40: • • : ":, :' \ ‘,.::::,,g t sa.• CORROSION R ESISLTANT � ':i• _: • METAL RAIL ANCHOR TO ALTERNATE ROOF FRAMING 48" EC DE A II II * L w! A •...., MAX. ON �• llN �. ET CENTER Y PICAL PROVI PER SECTION A - ■ 411 A Il UN[RAC SUNFRAME WITH 3" POST AND L FE AND MINIMUM OF 2 RAILS I 1 FLASHING. INSTALL PER MANUFACTURER'S PER MODULE INSTALLATION INSTRUCTIONS. ROOF FRAMING 0 48" MAX ON CENTE0. 1. CONNECTION DETAIL 2. CONNECTION DETAIL Scale: NTS Scale: NTS NOTE: REFER TO ENGINEERS DRAWINGS AND STRUCTURAL CALCULATIONS FOR MORE INFORMATION. ADVANCED ENERGY SERVICES DATE: SEPTEMBER 21, 2011 'PROJECT #: AES 05 14755 SE 82ND DRIVE CLACKAMAS, OR 97015 ROGERS RESIDENCE 503-635-0117 13705 SW 110TH AVENUE CCB# 180882 TIGARD, OR 97223 DWG. 2 OF 2 C j v ED SEF ;v 7 t f \ B 1 T Ic�R LDI pl D VISION \ 0-----„„, `\ - os #10 SELF DRILLING SCREW T-...... SUNFRAME CAP STRIP I PV MODULE 3/8 -16 X 3/4" Vii,„_` h SUNFRAME HEX BOLT \ . END CAP 3/8 -16 FLANGE NUT 0 - =!j r ,,' • e • • —IS ©OT • • • .... • AL # X 1/2" SELF TAPPING SCREW • ' 3" • STANDOFF • • SUNFRAME . • •• RAIL • • • • •••• • • • • • •• • • ' ' 0 O . . Installation Detail ©2008 INC • • ' .... . • SunFrame 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA L -Foot PHONE 505.242.6411 UNIRAC.COM Standoff Connection URASSY -0005 S \AutoCod Detail Libr3ry \CAD \URASSY- 0005_L— Foot —SunF • ame — Capstrip —End Cap dwg, 8 /22/2005 10 02'05 AM \ \- SUNFRAME E RAIL \ --- -.%) aI L FOOT q 4444 3/8 -16 X 3/4 HEX HEAD BOLT 3/8 -16 0 FLANGE NUT •I� ': 4 , •••• 1H- •••• • • • • • • • • •• •• • • • • •• • • • • •••• • • •• •• O • .. • R • • 00.-• �- o Q • • • oo .. Installation Detail ° 00 C© 2008 • lglIfiAC, INC. • SunFrame Rail 1411 BROADWAY BLVD NE �+ ALBUQUERQUE, NM 87102 USA L °l=oot Connection PHONE 505.242.6411 UNIRAC.COM U RASSY -0007 i '''''''.............. \ ..._ ....._........s. X i 1fl 7r 1 M / fll I / 7 AtAr A el /iii I , — 0.78 —I 2.25 • • • • • • •••• • • • • • • • •• •• • • • • • •• • • • • •••• • • • ••• RJ } S ! SunFrame 102008 • .N INC.• • Rail 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA PHONE 505.242.6411 UNIRAC.COM UNIRAC- 302016 S \AutoCod Detail Library \CAD \UNIRAC- 302016_SunFrame Rail thvg, 5/22/2208 9 3' AM Advancftd Energy Products and Services http: / /renewables .advanced- energy.com/en/PVP4800.html rA ADVANCED C ENERGY' PVP4800 Proven Reliability —Now With an Optional Integrated AC and DC PV System Disconnect Listed to the UL 98 Standard DC Operating Range: 220 V - 450 V CEC- Weighted Efficiency: 96% ve- PV Powered inverters deliver maximum energy harvest from your PV system with high reliability and world -class efficiency. Significant software integration and a modular design combine to create a scalable platform with fewer components and higher L77-7.1177-7r%.7)? uptime. By employing fewer parts and ensuring those parts are of the highest quality, we have created a line of residential grid -tied inverters that spend more time generating electricity and less time being repaired OVERVIEW Optional Integrated AC and DC PV System Disconnect AE continues to deliver industry- leading reliability and technical innovations that lower the total cost of a PV system installation and is now the only manufacturer of an integrated AC /DC PV system disconnect, listed to the UL 98 Standard, for residential inverters. The UL 98 Standard, ensures the integrated PV Powered disconnect meets all installation and inspection requirements of a PV system disconnect Housed within an NEC - compliant wire raceway, the innovative disconnect consists of one enclosure with generous working room for installation. In addition to providing for a single point of connection from the utility service and PV array, the wire raceway's optimized knockout locations also provide options for side, bottom, and back entry with minimized conduit bending, saving you installation costs. The wire raceway enables flush side -by -side mounting, eliminating the need for extra equipment and resulting in a cleaner, less expensive installation 10 -Year Residential Warranty AE residential products include a 10 -year warranty There are no special club memberships, sales volumes to achieve, or fine print that you need your lawyer to read Just like our inverters .. it is simple. For ten years from the time of installation, our inverters are covered. If you have a problem, our field service team will either repair it on site or we will issue an RMA replacement and will compensate you for the time it will take to install it PVM1010 Data Monitoring Module The PVM 1010 module provides secure, web -based access to your system's status and performance history With this option, you can maximize your system uptime and protect your solar investment. The PVM1010 module, along with the secure Internet -based server, is equivalent to a more expensive stand -alone data logging meter and communication interface without the extra cost and inconvenience of installation and maintenance of a separate metering system. After you register, you gain access to inverter information from anywhere you can connect to the Internet. Reports of power output and energy production trends, local weather conditions and forecasts, verification that your system is working at its full potential, and collection and export of data for service and maintenance planning are all included at no additional charge. FEATURES Industry- Leading Reliability • Endurance tested to 20 -year operating life • Lowest part counts and fewest interconnects eliminate common failure points • Field -proven technology with thousands of units installed Integrated AC and DC PV System Disconnect (Optional) • Listed to UL 98 standard for use with PV Powered UL 1741 listed string inverters • Robust testing of switch mechanism to UL 98 standard, called "Enclosed and Dead Front Switches" • Single AC /DC switch visible and lockable in the OFF position • NEC - compliant internal wire raceway enables flush side -by -side mounting • Direct - to-wall surface enclosure design allows for easy access and installation Easy Installation • • • • • Factory- integrated inverter and PV System Disconnect eliminates the need for extra equipment • • • 1t Intercdlurettbfilredu ced from 12 to 4 points, saving installation time and material costs • • • • Field-configurable imertesgrowidiag schema with simple Jumper selection • Optimally placed kn ockouts,fpr vginety of conduit routing options • • • • Installer -Foci, ed % Qport • • • • • No sped9l•phuChase requrremeunts to get the best technical support in the Industry •• •• • • •• • e Live technical phone support • • • •• • • • • • • • RMA progiam includes $40tritithase credit or $150 service reimbursement • • OptionarJl2rvance m+niti rRngavailable • • • •• • • • o FI.FPTRICA6 SPE�C'TFJCATION; • • rgtinuous Poily elutput (kW) 4800 Weighted CEC Efficiency ( %) 96 Maximum DC Input Voltage (VOC) 500 DC Voltage Operating Range (V) 200 -450 1 of 2 9/22/2011 9:39 PM Advanced Fnergy Products and Services http: / /renewables .advanced- energy.com/en/PVP4800.html DC Minimum Start Voltage (V) 215 DC [so Maximum Current (A) 48 DC Imp Nominal Current (A) 26 AC Maximum Continuous Current (Mips) 21 AC Nominal Voltage (V) 240 AC Output Voltage Range (V) 211 -264 AC Frequency Range (Hz) 59.3 - 60.5 MECHANICAL SPECIFICATIONS Inverter w/ Factory- Integrated AC and DC PV System Disconnect Yes NEMA 3R Sealed Enclosure Yes Wall Mounted with Included Bracket Yes Inverter Weight + Mounting Bracket (No Disconnect) 151 lb Inverter Weight + Mounting Bracket (With Disconnect) 162 lb Inverter with Disconnect Dimensions 35 H x 18 1/8" W x 8 5/8" D CERTIFICATIONS UL 98 13th Edition Yes Enclosed and Dead -Front Switches Yes UL 1741 Nov 2005 Revision Yes IEEE 1547 Compliant Yes FCC Class A & B Yes REFERENCE MATERIAL Literature Downloads AE inverter product guide Product data sheet Inverter manual Inverter Cost Analysis' The Right Metrics For Improved Payback, More Information FAQs Contact sales for additional information about this product Find your local sales representative or authorized distributor Regulatory links Warranty information Performance monitoring Register and opt in to receive solar - specific news and announcements from Advanced Energy Tools Solar string calculator ©COPYRIGHT 2011 ADVANCED ENERGY INDUSTRIES, INC ALL RIGHTS RESERVED •••• • • • • • • •••• • • •• • • • • •• •• • • • • o •• • • a a •••• • • •• •• • • • • • • • • o •• • • • • • • • •••• • • • • • •••• • • e • • • • •• • • • • • • • • 5 • • •••• 2 of 2 9/22/2011 9:39 PM '' -r . , 111111111U i, maiii :'' , . . , , . ,, . , ,, ., , , ,, ,., _ , , in , ,,, _, . , . , . i , GM g om:c3 amg . I 1 : . , , ,,..„..., 1 1 PERFORMA [E WARRANTY • c h -- 4 I QPROOUCTWORKMANSHIP , . ,, _.„,.. • ' f I ,1 WARR ANTYcp0° • 1:; , • .„ • sis: ,.,..._ . .., . , , . 3 L ength 65 ,,,, ,,„ ,= ... n 5 m) i (167 m ♦ �� Width .41 in 1 - , I dth 39 (001 mm) t I .� Height 134" in (34 TIM) TOP QUALITY i s Frame " -- Aluminum : - ' Weight: 46.7'Ibs (21;2 kg) i I i OK�TEST�� , i I i , I LIFE WORTH LIVING - I ( - I 1 1- " , SelarWorid 1 ■ n Sunmodule Plus . i I I SW 225 poly - _ very good ` - issue 05/2010 Sunmodule/ TEST WINNER c SW 250 mono � 1 PHOTON MOOULETEST World -class quality 2008 SolarWorld products are manufactured in state- of- the- art factories according to strict "`` " °` ° ° " °` " " " "' "` nnNm:an Photon m eea German and US quality standards. ° " " °" °x "`Y "° Award - winning products SolarWorld modules have been ranked number one for two years running in ongoing TEST WINNER comparison tests carried out by the Photon trade magazine. Sunmodule plus panels generated up to 12% more yield than other major brand panels. j/ S olarWorld Plus- Sorting �` •••• Plus - Sorting guarantees highest system efficiency. SolarWorld only delivers modules PHOTON MODULE TEST • • that fwggaater than or equal to the nameplate rated power. 2009 • • • The independent Photon mgaaine • •••• c°nfirms: selai Yivadla lnt 25- yeALing2r Performance Guarantees win"e,UptoI tmoler.ld! • SolarWorld guarantees, ovgr 25 years, that the modules' performance will not decrease by more than 0.774ereear — a distinct added value compared to industry- standard • two- tieredguarantgOV • • • • • • • •••• • o • • • • 'in accordance with the appwahl•SolarWorld service certificate at purchase www folaiyrorgi- globaLainVjvice- certificate • o• • • 0 fill ill 0 e s •o•• •••• 0 • • • • • • • • '• • SOLARWORLD • • •o• ••000•s • • o • • ••o• V www.solarworld - usa.com We turn sunlight into power. r• . . SunmoduIe® SW 250 mono PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' SW 250 a . , P, 2S0 Wp - M - 2 - Open circuit voltage Lc 37 8 V • Maximum power point voltage Umpp 31.1 V - - � Short circuit current c 8.28 A Maximum power point current Impp 8 05A . °STC:1000W /m 25 ° C, AM 1.5 PERFORMANCE AT 800 W /m NOCT, AM 1.5 SW 250 Maximum power-, P - - , . •1 Wp - -, Open circuit voltage U 34.6 V Maximum power point voltage.. , ,, - _ - Umop . , ' '28.5 y„ _;, • ' Short circuit current I 6.68 A Maximum powerpoint Imrp . , -- - _= ,6.44P,C . Minor reduction in efficiency under partial load conditions at 25 °C: at 200W /m 95% ( +/ -3 %) of the STC efficiency (1000 W /m is achieved. COMPONENT MATERIALS SYSTEM INTEGRATION PARAMETERS Cells permodule 60 _Maximumssystem voltage SC 11 - - . 1.000 V Cell type, -- ' _ - ' - • - Mono crystalline Max: system Voltage USA NEC ; 600 V Cell dimensions - ' _ 6:14 in x 6.14, in- (156'mm x 156 mm)• - Maximum reverse current • - - 16 A Front - , tempered glass (EN _12150) Inc snowload act. to IEC 61215 - t 5,4 kN /m -Number bypass diodes ' - , - . - 3 THERMAL CHARACTERISTICS ADDITIONAL DATA NOCT 'M 47 ° C e'asuringtolerance _ , ° +/- 3 % TC 1 - - 0,042 %/K ' Junction box 1 P65 .TC U , , -0 -33 %/K Connector - ' • ) � M TC Pmpp' - 0.45%/ , K SolarWorld Plus Sorting' - ' = - fl • Pq` , „2 P ma° •••• 378(960) • • 1 _ `••ee• • • • 2- 6z(66� 0 6,61 • • v I i0 6,6�� • • • • • • • • • •• • • • q i u V. c • ��,. 0 3 Qualified, ISC 61215 �1” ' " -I T,' • 87 • • •• _ A % Safety te sted, D V E fI - 0 9 • • ° 0 9 1uvN� °gym ° °c IEC 61730 D E ®® - - ta . - ..� • • • • • • ••• o Penodlic Inspection • • • • • • • • ccooa `'"''g "a' z' e• e• •' •• 4134(10541 ••• (p(/� 2) • • • • • (,�/ c ®TEJ us • •s • • • • • es • • 43.31(1100) • • 65 940675) Intertek MADE IN USA z eso• •• ••s • • • • • • • •e • _L E • •••• 5 e • • 0-- -0 9 ',.■■ 1) The output identified by SolarWorld (P „ is always higher than the nominal output �.■.■ g; of Depending n module. m 1132(287,5) 2) Depending on the market. L r SolarWorld AG reserves the right to make specification changes without notice. j L 39.41(1001) This data sheet complies with the requirements of EN 50380. 134(34) • SOLAR CA • PY 13705 SW 110TH AVE, TI c:r :ii' WED '' 3 2011 CITY OF TIGARD BUILDING DIVISION Structural Calculations 12 SEPTEMBER 2011 PREPARED BY: Zachary Blodget, PE 1500 SW Park Ave. #215 Portland, OR 97201 ZacBlodget @gmail.com 503.334.1870 PR* - e/ � PREPARED FOR 822 PE r —� MIKE WERNER 503.381.6026 y \ �\ OREGON Ct,,• ROM DATE:1# --- • • • • ••.• • • • • • • • • •• • • • e • •• • • • • • •••• • • •• •• • . • • • • • • • • • • • • • • • • •••• • e . • • • • • • • e e • . • • • . • • • • • • • • • • . • •••• INDICATES ADDED 4x4 BRACE. SEE 2/S2 ,-;...-- TYP. (4) PLACES / t 1t;'< SOLAR ARRAY STAND OFFS ` �• .. TO BE LOCATED AT A MAXIMUM ° J ' 80228PE i. SPACING OF 4' -0 "0C, CENTERED .-- BETWEEN TWO JOISTS ON A 2x8 �. - -`; ," BLOCKING PIECE, NAILED w /(6) 16d ,P? .;�0,�OON ; , : z , : - . ,� . TO EA. JOIST. , IQ ` ,' 4 � 1'*�` - s� -0" 11' -10' I _ ( l( MEM 1 I TO EXISTING BEARING - I - - -- — —►o WALL BELOW I - - I l w - EXISTING ROOF I I ° f i j I° .- i f N - -- - -- - -- - I i - NOTES: IV, c 1 1 I c u ' 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, 1 o SIZES AND DIMENSIONS AND °' _ C 1 _ _ I • ix REPORT ANY DISCREPANCIES <I - <I L\- FROM THESE PLANS TO THE w w( 4 �' ` I ENGINEER. I 1 2. EXISTING PLASTIC ROOFING H; 1-:1 o o 4-o AND 2x2 FRAMING OVER I o o 2X8 JOIST©24 "OC (EXISTING) ; < JOISTS TO BE REMOVED. > 3. ANY MEMBER WITH m c & I . EXCESSIVE CRACKING OR I _ CHECKING OR DAMAGED i 11 - - -- - -- i j OTHERWISE TO BE REPLACED cn XI 1:10 IN KIND. w w; ail I. 1W 0 I O _ I - t- TYP o � --; I � � � I 1 1 C 1 T I ° to ATTACHMENTS SHALL BE SPACED NO t _J_ _�. -- -_ -_ - 1 �/? GREATER THAN 24 INCHES ON CENTER I I IN ANY DIRECTION WHERE ARRAY IS • •. • • I I LOCATED WITHIN 3 FEET OF A ROOF • EDGE, HIP, EAVE OR RIDGE. • S2 • :....: •••• J- 081SC305.4.3 (B) • TYP' • • • • • (4 ,.. ; -- , : -...\\ .. R ........ I L PLA\ AT SOLAR ARRAY •• • • • •••�.� 1/ „_ • •• •• • •• • • •••• ,- - -- U =n :?� Z C•>3LODGET, PE SOLAR ARRAY 13705 SW 110th AVE 2ACBLODGETQGMAIL.COM TIGARD, OR 503.334.1870 PREPARED MIKE WERNER 1500 SW PARK AVE. #215 _. -. - 503 381 6026 -- PORTLAND, OR 97201 SCALE: NOTED DATE: 09/08/2011 • SOLAR PANELS – BY OTHERS 01 PFI P ' / / ' - 4 ' `'l7 '\ate °' STAND OFFS ©4'OC MAX. – FASTEN " TO BLOCKING w /(2) 5/16 "x3" LAG /' / 80228PE `9C BOLTS, TYPICAL. EXIST. 4x4 POST AND FASCIA JOISTS t _ / n EXIST. 2x8 JOIST. ADD A AT JOIST \ + " OR 'ON °� S T. DD 35 i -y • ,* ti �, TO BEAM CONNECTION, TYP. �C'y � �8EI1� ,\ ��' 2x8 FASCIA JOIST. — — - -- - -- \ ,9 )' J. 8� ' ADD (4) SIMPSON 1 j ADDED 2x8. �.r SDS 1/4x3" SCREWS, ®` _ I. SEE PLAN RRT1OMDA1E: d/771 TYPICAL. iE t it 1! •r it ~ism ADD (4) SIMPSON I _ _ SDS 1/4x3" SCREWS AT EACH POST, TYP. =4 , EXISTING L4X4X1/4 , ! ANGLE ATTACHMENT -- TO EXISTING ROOF (VERIFY) pr { .� I ,,410 011011. PIP --f EXISTING ROOF AND WALL FRAMING, TYP. SECTION A SECTION B 1 D -TAIL S2 3/4 „_1,_o„ — j SOLAR PANELS – BY OTHERS �' �, STAND OFFS ©4'OC MAX. – FASTEN TO BLOCKING w /(2) 5/16 "x3" LAG IW/Or BOLTS, TYPICAL. EXISTING JOISTS AND HANGERS Ir EXISTING 4x8 BEAM, 4x4 POST P1 • •••• ADDED 4x4 BRACES AT SOUTH • • I ,, CORNERS � (2) 1/2” DIA. LAG BOLTS, . • • • • MIN. 3" EMBED INTO POST, • COUNTER –SINK 3/4" MAX. °° • TYP. s• . DETAIL . 2 . ... . . • ... • ••• • • • • . � SOLAR ARRAY ZAC BLO PE 13705 SW 110th AVE TIGARD, OR ZACBLODGET @GMAIL.COM 503.334.1870 PREPARED FOR: MIKE WERNER 1500 SW PARK AVE. #215 503 381 6026 V - — - S 2 PORTLAND, OR 97201 SCALE: NOTED DATE: 09/08/2011 Zachary Blodget, PE Project SOLAR CANOPY By ZJB Sheet No. 1500 SW Park Ave #215 Location 13705 SW 110TH AVE, TIGARD, OR Date 09/12/11 Portland, OR 97201 Client MIKE WERNER Rev. 0 zacblodget @gmail.com Project No. 503.334.1870 Title /Subject General Criteria Narrative Description Addition of solar panels to a wood framed canopy structure on a single family residence Design Criteria Summary A. Code 1. 2010 Oregon Structural Specialty Code (OSSC) B. Loads and Allowables 1. Live Load: a. Roof 25 psf (Snow) 2. Wind: a. Basic Wind Speed 100 mph b. Exposure Category B •••• • • • •••• • • • •• •• • • • • • •• • • • • •••• • • •• •• • • • • • • • • • • • • • • • • • • •••• • • • • •••• • • • • • • • •• • • •••• • • • • • •••• ••• • • • • • • •••• • • •• • • • • • • • •••• • • •••• • , • • • •• • - •• • • • • • • • • • • •• •O • E O • • • • • ' • •• • I. • _ • • • • • • • • • • • • •' • • •••• • ' 1 t I `' -c C I S te/ 91-0' _ # i �- • • r/ t , -_ - cI ! r 5..1q:CDS Ce..1 C1 `. -43 r->i" `3 (\.,, � ' - 7 :32-V , : - :I/ • COMPANY PROJECT i Wood SOFTWARE FOR WOOD DESIGN Sep. 11, 2011 12:56:05 typ canopy joist.wwb Design Check Calculation Sheet Sizer 2004 LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? PD1 Dead Point 28 0.00 No PD2 Dead Point 55 4.00 No PD3 Dead Point 55 9.50 No PD4 Dead Point 28 14.00 No PS1 Snow Point 138 0.00 No ps2 Snow Point 275 4.00 No ps3 Snow Point 275 9.50 No ps4 Snow Point 138 14.00 No W Wind Full Area 21.00 (24.0)'* No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 12' -0.5" ,k- 0.1" 0' 2' 14' Dead 119 81 Live 627 468 Total 746 549 Bearing: LC number 1 3 3 F'theta 407 2428 2436 Length 0.0 1.0 1.0 Lumber -soft, Hem -Fir (N), No.1 /No.2, 2x8" Spaced at 24" c/c; Slope: 4.8 deg, Totaltength: 14' -0.6 "; Self Weight of 2.39 plf automatically included in loads; Lateral support: top= full, bottom= full; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; WARNING: point loads applied at support locations only affect maximum reactions and bearing lengths The point loads have been added to the reactions without regard for load patterns. SECTION vs. DESIGN CODE NDS- 2001: ( stress =psl, and In ) Criterion Analysis Value Design Value Analysis /Design Shear fv = 61 Fv' = 167 fv /Fv' = 0.36 • " 'a%ndino( +) • fb = 999 Fb' = 1587 fb /Fb' = 0.63 ••••!Wding!s■••• fb = 308 Fb' = 1587 fb /Fb' = 0.19 • Deflection: •• • 4 Interior Live' 0.3.3 = L•/383 0.60 = L/240 0.63 ••.•• • Deal: 0.4 = L/303 0.80 = L /180 0.59 Ctit. Live 0.18 •L• /135 0.20 - L /120 0.89 Total 0.2:66i•1 ✓108 0.27 = L /90 0.83 • • •• e - • • •••• • • •• •• • • •• • • • • • • • • • • • • • • •••• • • • o • •••• • • • • • • • • • • • •••• • • • • • •••• ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 1000 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 1000 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fv' 145 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fc_p' 405 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 Bending( +): LC# 2 = 0 +S, M = 1094 lbs -ft Sending( -): LC# 2 = D +S, M = 337 lbs -ft Shear : LC# 2 = D +S, V = 440, V design = 439 lbs Deflection: LC# 3 = 0 +.75(S +W) EI= 76.21e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. 5. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. •••• o • o • • o •••• e • • • • • • •• •• • • • • • •• e • • • •••• • • •• •• • • •• • • • • • o• • •• • • • • ••■• e • • • • •••• • • • • o • • • • • • •••■ • o e • • •••■ • COMPANY PROJECT 1 WoodWorks® SOFTWARE FOR WOOD DFS/GN Sep. 8, 2011 09:18:31 2x8 BEAM.wwb Design Check Calculation Sheet Sizer 2004 LOADS: ( ibs, psf, or plf ) Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? D Dead Full Area 10.00 (6.00)* No S Snow Full Area 25.00 (6.00)` Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 9' 18' Dead 219 729 219 Live 548 1688 548 Total 767 2416 767 Bearing: LC number 3 2 4 Length 1.0 1.6 1.0 Cb 1.00 1.23 1.00 Lumber n -ply, Hem -Fir (N), No.1 /No.2, 2x8 ", 2 -Plys Self Weight of 4.78 Of automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC: SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear fv = 74 Fv' = 167 fv /Fv' = 0.45 Bending( +) fb = 625 Fb' = 1380 fb /Fb' = 0.45 Bending( -) fb = 993 Fb' = 1373 fb /Fb' = 0.72 Live Defl'n 0.08 = <L/999 0.30 = L/360 0.27 Total Defl'n 0.12 = L /918 0.45 = L/240 0.26 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC4 Fb'+ 1000 1.15 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 3 Fb'- 1000 1.15 1.00 1.00 0.995 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 145 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 Bending( +): LC# 3 = D +S (pattern: Ss), M = 1370 lbs -ft Bending( -): LC# 2 = D +S, M = 2175 lbs -ft Shear : LC4 2 = D+S, V = 1208, V design = 1078 lbs •• 9,flection: LC4 3 = D +S (pattern: Ss) EI= 76.21e06 lb -in2 /ply • Tot•31 Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. iJ =deac•: te S =snow W =wind i= impact C= construction CLd= concentrated) • (All LC's are listei•..a the Analysis output) (Load P s =S }t' =L +S or L +C, _=no pattern load in this span) • r■._ • • • D•'IGN NOTES: • • • • • • • 1. Please verify that the defaul det'Tection limits are appropriate for your application. b2 Continuous pecprftileveregibb'Deht: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams • •andte the full length of cantilevers void other spans. • .3.'�yvn luml erbancing membercihall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT -UP BEAM) it is aSSvp>tg That each ply is a single continuous member (that is, no butt joints are present) fastened together securely at • intervals not exceeding 4 times the depth and that • 'edtTitly is eqt jlylpp- loade8.1W re beams are side - loaded, special fastening details may be required. • . • • • • •• • • •••• • • • • • •••• • y • COMPANY PROJECT 1 WoodWorks® SOFTWARE FOR WOOD DESIGN Sep. 8, 2011 09:47:01 4x8 BEAM.wwb Design Check Calculation Sheet Sizer 2004 LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location (ft) Pattern Start End Start End Load? D Dead Full Area 10.00 (8.00)* No S Snow Full Area 25.00 (8.00)* Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 o LI 0' 1' 9' 17' 18' Dead 350 840 350 Live 869 1981 869 Total 1219 2821 1219 Bearing: LC number 1 13 8 15 1 Length 0.0 1.0 1.6 1.0 0.0 Cb 0.00 1.77 1.23 1.77 0.00 Lumber -soft, Hem -Fir (N), No.1 /No.2, 4x8" Self Weight of 5.58 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear fv = 73 Fv' = 167 fv /Fv' = 0.44 Bending(•i•) fb = 551 Fb' = 1495 fb /Fb' = 0.37 Bending( -) fb = 876 Fb' = 1491 fb /Fb' = 0.59 Deflection: Interior Live 0.06 = <L/999 0.27 = L/360 0.21 Total 0.08 = <L/999 0.40 = L/240 0.20 Cantil. Live 0.02 = L/480 0.07 = L /180 0.37 Total 0.04 = L/325 0.10 = L /120 0.37 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb' 1000 1.15 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 7 Fb'- 1000 1.15 1.00 1.00 0.997 1.300 1.00 1.00 1.00 1.00 - 8 Fv' 145 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 7 Bending( +): LC# 7 = D +S (pattern: SsSs), M = 1407 lbs -ft • "Etet ling( -): LC4 8 = D +S (pattern: sSSs), M = 2238 lbs -ft •••[ eor •gt•AOL• 8 = D +S (pattern: sSSs), V = 1411, V design = 1238 lbs • Deflection LC)r 7 = D'' s *attern: SsSs) EI= 177.83e06 lb -in2 • Total Deflectic! = 1!50(ad Load Deflection) + Live Load Deflection. 'D =dead a S =sno De w • W =wind I= impact C= construction CLd= concentrated) (All SC's • are list dPtethe Analysis output) (Load Pattern: s =S,2.. • +S or L +C, _ =no pattern load in this span) • •• bESIGN NOES: • • • 1. Dlea verifytinat tie default deflection limits are appropriate for your application. • • 2• Cb rrtinuous • rg Caatilevere$ Reams NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams 'end to the full length of cantileMs'2nd other spans. : .3: Baum lumber bending members shell be laterally supported according to the provisions of NDS Clause 4.4.1. • 4. The critical M1$c4(in valuigiasbeen determined using maximum back -span deflection. Cantilever deflections do not govern design. • - •• • • •••• • • • • • •••• -c - 4 C, 9, @ - 1 t ( - - 715 -7 - � - c FP -- - mac-- , +.- - � 1 3 11 s / -�c�z g l ;e f > / l (.9 / Ib/� x1,4. • • .• • • •••• • • • • • • • •• •• , • • • • • • • • •••• • • - S. •• • • • • • • • • • • • • •• •, • • • .••• • • • • s •■•• • • _ • S • • O • • • • •••• • • • • • •••• ••••• • ,._ , . RECENED i iii City of Tigard sEP 2 201 q Billidlil Division CITYOFTIGARD • g BUILDING DIVISION • l 13125 SW Hall Blvd, Tigard, OR 97223 Phone: 503.718.2439 Fax: 503.598.1960 TI GARD Inspection Line: 503.639.4175 www.tigard- or.gov 2010 Oregon Solar Installation Specialty Code Check List for Prescriptive Installation of Roof - Mounted PhotoVoltaic Solar Panel System Property Information Installation Address: 13705 SW 110 Ave City: Tigard Zip: 97223 Owner's Name: Date: 8/24/11 Contractor's Name: Advanced Energy Services CCB #: 180882 Design Parameters of the Property /Structure If "Yes ", does not Flood Hazard Is the installatio ❑ Yes qualify for the Area Located in a flood prescriptive path, follow plain/flood way? Z N OSSC or ORSC for design requirements. Wind Exposure Is the wind exposure ® Yes If "Yes ", qualifies for "C" or less? ❑ No the prescriptive path. • 04,04/ Installations on detached Is the Ground Snow • • • • • single /two - family Load 70 psf or less? • • • • • dwelling/single/two- If "Yes ", qualifies for . .. • O • • • family townhomes r Yes the prescriptive path. • . • • • • • and/or their accessory • • • • Found • • structures. ❑ No • • • Snvw.oad. :.i.e Is the Ground Snow • • 001.0. . • 0000 Load 50 psf or less? . • • • • • • • Installations on all • • • • • If "Yes ", qualifies for • .1..... 0....0 structures other than ❑ Yes the prescriptive path. • • ••.. above . ... ❑ No 1 I: /Building/ Forms /Photo Voltaic - Checklist.docx Is the construction Type of material wood and doe ® Yes If "Yes ", qualifies for the construction qualify ❑ No the prescriptive path. Construction as "conventional light frame" construction? Is the spacing 24 inches or less? Pre - engineered trusses. El Yes If "Yes ", qualifies for the prescriptive path. ❑ No Roof framing members Is the spacing 24 inches or less? Nominal lumber. ® If "Yes ", qualifies for Yes the prescriptive path. ❑ No Is the combined weight ® Yes of the PV modules and If "Yes ", qualifies for racking less than or ❑ No the prescriptive path. Solar equal to 4.5 psf? installation Is the solar installation El layout in accordance Yes If "Yes ", qualifies for with Section 305.4(3) of ❑ No the prescriptive path. the 2010 Oregon Solar Code? ❑ Metal . • Single layer If roofing material is • • l.clof ng Check the type of ❑ of wood one of the three types • • �nt.terial • • . • .. • roofing material shingle /shake checked, qualifies for ••••• • • the prescriptive path. ° •' •' Max. two layers • • • •• • n of composition . • • • •. •••• shingle. • • •• • • • • . .. • .. • • • • • • • ° • Is the roof mounted • Congestions b.f • • solar assembly • • • ® Yes • • • • ° the so a connected to roof If "Yes ", qualifies for • ... e .. • . ❑ No the prescriptive path. • • td ah 'roof' framing or blocking •,••• directly? 2 11Building / Forms /Photo Voltaic- Checkl istdocx El Yes If "Yes ", qualifies for Is the gauge 26 or less? ❑ No the prescriptive path. 115 lbs for 60 inch spacing or less? El Yes "Yes ", qualifies for Yes the prescriptive path. ❑ No Minimum Uplift rating of Clamps? 75 lbs for 48 inches spacing or less? If "Yes ", qualifies for ® Yes the prescriptive path. ❑ No Attachment of roof mounted Minimum 24 inches If the spacing falls solar systems Spacing of clamps? within 24 inches and 60 directly to 40 inche Maximum 60 inches inches, qualifies for the standing seam prescriptive path. metal anels If the width of the panel P Width of roofing is less than 18 inches, panels? 18 inches or less 18 inches qualifies for the prescriptive path. Minimum #10 at 24 inches o /c? Size and spacing of If "Yes ", qualifies for fastener? ® Yes the prescriptive path. ❑ No ••.• ° Is the roof decking of • • 0..., WSP min. %2" thickness, Yes • • • decking connected to If "Yes ", qualifies for • • • • • • • • framing members ® No the prescriptive path. • • • 00 • w /min. 8d nails @ 04.0C • • •• • • • • • 000.0. • • •• • • •• • • • . .000 • • • • • • Maximum 18 inches equal to 18 inches? • • • • • Heiht of the from the top of the If "Yes ", qualifies for • • solhr.mddul6 module to the roof ® Yes the prescriptive path. surface. ❑ No 3 11Bui ld i ng/Fonns /Photo V oltat c- Checkl ist. docx • r Submittal Documents required for Prescriptive Installations Show the location of the PV system in relation to buildings, structures, property lines, and, as applicable, flood hazard areas. Site Plan Details must be clear and easy to read. Minimum size of the plan is 8.5 x 11 inches. Attach a simple structural plan showing the roof framing (rafter size, type, and spacing) and PV module system racking attachment. System must be shown in sufficient detail and clarity to assess whether it Structural Plan meets the prescriptive construction requirements as listed earlier above in the matrix. Minimum size of the plan is 8.5 x 11 inches. PV Modules Manufacturer: Solarworld Model Number: 250 MONO Listing Agency: UL • •••• • • • •••• • • • • •• •• • • • •• • • • •• •• •••• • • • • •• • • • • • • • • •• • • • • •••• • • • • • •••• • • • • • • • •• • • •••• • • • • • •••• 4 11B uild ing/Forms/PhotoVoltaic- Checkl ist.docx