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Plans (20) BUP2021 -00049 COMPETITIVE COMMERCIAL ROOFING OFFICE COPY CITY OF TT!;ARD, RFVIFW'FD FOR CUllF COMPLIANCE Approved:�J I 1465 OR-35 OTC: I HOOD RIVER, OR 97031 Permit #: P 541.400.0972 Address: 7 �L Suite #: CCB#: 174631 By: 1 - Date: I\ THE VIEWFINDER VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT 37 . 92 KW SOLAR PHOTOVOLTAIC SYSTEM BASED DOCUMENTS AND DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM RECEIVED 11600 SW 7 2ND AVE . TIGARD , O 97223 REQUIRING RING THE CORRECTION OF ERRORS.OSSC 105.4 FEB 18 102i CITY OF TIGAFL' BUILDING DIVISION GENERAL NOTES CODES AND STANDARDS PROJECT INFORMATION SITE MAP SCOPE OF WORK: THIS PROJECT ENTAILS THE INSTALLATION OF SOLAR APPLICABLE CODES AND STANDARDS: PROJECT OWNER: PHOTOVOLTAIC (PV) MODULES, GRID-INTERACTIVE TIGARD TRIANGLE LIMIED PARTNERSHIP INVERTER AND ASSOCIATED EQUIPMENT TO SUPPLY 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 126 NE ALBERTA STREET, SUITE 202 POWER DIRECTLY TO THE EXISTING ELECTRICAL PORTLAND, OR 97211 DISTRIBUTION SYSTEM OF THE BUILDING. 2014 OREGON SOLAR INSTALLATION SPECIALTY CODE (OSISC) ARCHITECT: SCOTT EDWARDS ARCHITECTURE LLP SYSTEM DESCRIPTION: NATIONAL_ ELECTRICAL CODE 2017 ED 2525 E BURNSIDE STREET SYSTEM AC CAPACITY IS 28.8 kWac RATED AT MAXIMUM PORTLAND, OR 97214 COMBINED OUTPUT AT THE INVERTER(S) TERMINALS. PV INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS CAPACITY IS 37.92 kWdc RATED AT STANDARD TEST (IEEE) CONTRACTOR: CONDITIONS (STC). BREMIK CONSTRUCTION, INC. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 1026 SE STARK ST. (96) HANWHA Q.PEAK DUO L-G5.3 395 WATT PHOTOVOLTAIC (NEMA) PORTLAND OR. 97214 w MODULES IEC 61215 CERTIFIED AND UL 1703 LISTED SOLAR ARRAY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 70E) SUBCONTRACTOR: ------- ' z ® (2) SOLAREDGE SE 14AK-US INVERTERS LISTED TO UL 1741 COMPETITIVE COMMERCIAL ROOFING ® ® - a LLAND COMPLYING WITH IEEE 1547. UNDERWRITERS' LABORATORIES, INC. (UL) 1465 HWY. 35 HOOD RIVER OR. 97031 (48) SOLAREDGE P860 DC OPTIMIZERS INSULATED CABLE ENGINEERS ASSOCIATION (ICEA) ------- W SW Baylor St SW Baylor St MODULE MOUNTING SHALL BE IRONRIDGE TILT MOUNT AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AUTHORITY HAVING JURISDICTION: SOLAR RACKING AT 100 TILT COMPLYING WITH UL 2703. WASHINGTON COUNTY, OREGON W AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) INTERCONNECTION : NATIONAL BUREAU OF STANDARDS oDorlvq Design 0 THIS PV SYSTEM SHALL CONNECT WITH THE EXISTING Western Union ELECTRICAL SYSTEM AT ONE PLACE SPECIFIED AS THE SAFETY ORDERS OF INDUSTRIAL ACCIDENT COMMISSION OPez aerdi's 8anfieltl Pet party Fair a Hospital 0 Brow Fetish O W inCO Foods n POINT OF INTERCONNECTION , WHICH WILL BE THROUGH A pet©art y 100A PV BREAKER WITHIN 1200A HOUSE PANEL FED BY MAIN RULES OF THE NATIONAL BOARD OF FIRE UNDERWRITERS DISTRIBUTION PANEL, 2000A, 208Y/120V, 3PH , 4W SERVICE. LOCAL ORDINANCES OF THE STATE THE PV SYSTEM IS INTENDED TO OPERATE IN PARALLEL WITH THE ELECTRIC UTILITY SERVICE PROVIDER. LOCAL ORDINANCES OF THE COUNTY OR CITY. SW CIinI°n sl 1/128" = 1 ' ANTI-ISLANDING PROTECTION AND HARMONIC LIMITS Be°1O1e SHALL COMPLY WITH UL 1741 , IEEE 1547 AND IEEE 519. DRAWING INDEX VICINITY MAP # DESCRIPTION A ervd PERMISSION TO OPERATE THE PV SYSTEM IS NOT s ,t PV0.0 COVER SHEET SW Oap SW Oak St j �o SW Oak`'t AUTHORIZED UNTIL FINAL INSPECTIONS AND APPROVALS PV1 .0 SITE PLAN ARE OBTAINED FROM THE AUTHORITY HAVING PV2.0 ACCESS PLAN JURISDICTION AND THE ELECTRIC UTILITY SERVICE PV3.0 STANDOFF LAYOUT PROJECT LOCATION PROVIDER. PV4.0 MOUNTING DETAIL r.ed`mo"r THE VIEWFINDER PV5.0 STRINGING LAYOUT F a PROJECT DESCRIPTION Pill WIRING DIAGRAM EA3 m 37.92 KW SOLAR PV PROJECT $W North Dakota St e SYSTEM PARAMETERS PV7.o WIRE CALLS F n © PROJECT ADDRESS Z7 E Portland 11600 SW 72ND AVE. 1 . CONSTRUCTION TYPE: V-A n CommunityTIGARD, OR 97223 m College- para + ^F. d a © SYlvania t 2. OCCUPANCY: R-2 > 5mar p ? Lesser Ci park Campus Berk Foodservice m City Rwy CONTACT INFORMATION War`h°°se RANDALL FELDHAUS Stores 3. HIGH TEMPERATURE: 32° C m 0 0� f 503-803-5537 Sgt Jo-Ann 0 WmCo Pods Costco randy@bestroofusa.com 4. LOW TEMPERATURE: -8° C Wholesale _ 0 HIlt al lowece 5. WIND SPEED: 98 MPHass gitlgetop Ct j 6. SNOW LOAD: 25 PSF COVER �� � 0 Value Village supero v a 5� SOo� Supercenter 4�t:: is7. WIND EXPOSURE CATEGORY: B S Fodtae 'oS Ooriinp'oln REVISION DATE REASON 8. ARRAY TILT: 10° c M7 3 9. ARRAY AZIMUTH: 180' s, AREA Lowe's Q SW Gonzaga St 10. RACKING: IRONRIDGE TILT MOUNT DOWNTOWN Sunbr°°k Or s£ TIGARD 11 . ROOF MATERIAL: TPOMEMBRANE '°a q SW Hyn fad Q Suncreekor 12. ROOF STRUCTURE: ENGINEERED TRUSSES Southwood Park karp e5l 13. ROOF PITCH : 1 ° w ° gWyamsGt > „n,k•n, DESIGNEDBY FELDHAUS 14. ROOF ORIENTATION: 180 a 5 < DRAWNBY 15. BUILDING USE TYPE: MULTI-UNIT FAMILY HOUSING SW Fir St ` " JUSTIN GUADAGNI N A _ sw oma:a sl DRAWN ON1/31/2021 SHEET NUMBER cPc e s 9 AtE nter Dr NTS m O VARIES PV0.0 I I i COMPETITIVE COMMERCIAL ROCIFING I I I I 1465 OR-35 HOOD RIVER, OR 97031 P 541.400.0972 CCB#: 174631 I I I I I I I i I I I I I I I I I I PROPERTY LINE I I 18'-6" 6'-7 3/8" v 27'-5" 23'-11" 6'-7 3/8" 22' 17'-6" 6'-7 3/8" '-5" 13'-10" 6'-7 3/8" '-6" ' I � I _�I I 61-511 7 9'-4" ELECTRIC ROOM 1 ST FLOOR — % I AC DISCONNECT I 17'-5" I // I POINT OF INTERCONNECTION I; I I 131-3" INVERTERS AND - - - 13'-3" I COMBINER ON ROOF \\� 24'-3" 13'-3" 0 ' I 10 o o 101 13'-4" 16-8" �Q 10, 31-91' 31-61' r . 13'-3" [ 0 13'-9" 13'-3" �1 I L LL 21' 4" 6'-7 3/8" 3'-6" 6'-7 3/8" 3: �- 7-2 6'-8" 71--4", 3'-6" 6-6-51 f 13'-3 2 " Lu I I W U) U) w 13'-3" I 13'-3" I J T I 13-3 m 0 ELEVATOR Ll I �f OVERRUN ROOF HATCH I 71-611 15'-5.. i 110 MiT lool ( / 13'-311 � 13'-3" I I 19'-11" I I 11'-6" I 14'-3" 0 0 r/ 0 4' D D 0 I THE VIEWFINDER 4' 92.5% I PROJECT DESCRIPTION TSRF I 37.92 KW SOLAR PV PROJECT J PROJECT ADDRESS 11600 SW 72ND AVE. 9'-5" 6'-7 3/8" 5'-10" 6'-7 3/8" 14'-2" 6'-7 3/8"/13'-61 6'-7 3/8" 28'-5" 6'-7 3/8" 9' 6'-7 3/8" 22' 6'-7 3/8" 28' TIGARD, OR 97223 CONTACT INFORMATION RANDALLFELDHAUS 503-803-5537 randy@bestroofusa.com SITE PLAN REVISION DATE REASON SW 72ND AVENUE DESIGNED BY RANDALLFELDHAUS ARRAY SPECIFICATIONS DRAWN BY (96) HANWHA Q.PEAK DUO L-G5.3 395W PV MODULES Z JUSTIN GUADAGNI (2) SOLAREDGE SE14AK-US INVERTERS --- - (48) SOLAREDGE P860 DC OPTIMIZERS DRAWN ON SHEET NUMBER IRONRIDGE TILT MOUNT RACKING 1/31/2021 100 TILT SCALE PVl .Q 1800 AZIMUTH TSRF = 92.5% 1/8 1 I COMPETITIVE COMMERCIAL ROOFING I I 1465 OR-35 HOOD RIVER, OR 97031 P 541.400.0972 CCB#: 174631 I I ' I I I I I I I I I PROPERTY LINE I I I I I 18'-6" 3'-5" 13'-10" 3'-6" 22' 6'-5" 7' 9'-4' N / rte\ -- - --� r- - ----� 17'-5" I I I I INVERTERS AND i I I j I COMBINER ON ROOF I 0 I I I � --,r--, I I I 304.9.1 GENERAL I PATHWAY � ( I REQUIREMENTS: ALL 0 I PV INSTALLATIONS � Q I L L- -- - - --- J SHALL INCLUDE A36" J 10 - - - - - - - �Oi I WIDE PATHWAY r 3'-9" 31$" I MAINTAINED ALONG 7 THREE SIDES OF THE SOLAR ROOF I I 0 I ui - -- - I LL 21'-4„ 3,-6„ 24'-4" I ' � I � rr 6'-8" I w 3'-1 I w /Z 9'-11, I m l I 0 I I ELEVATOR OVERRUN I I I I ROOF HATCH I L-- - -- - - - J L - - - - - - - J \N\ r -/ GSI oo a o I I I I I I ---- - - - - -- - i -- - ---, r- -- ---- , „'-6 r - - - - - - - - - - --- -I - -- -- - - I THE VIEWFINDER PROJECT DESCRIPTION 37.92 KW SOLAR PV PROJECT J PROJECT ADDRESS 11600 SW 72ND AVE. 9'-5" 3'-6" 5'-3" TIGARD, OR 97223 CONTACT INFORMATION RANDALLFELDHAUS 503-803-5537 randy@bestroofusa.com ACCESS PLAN REVISION DATE REASON SW 72ND AVENUE DESIGNED BY RANDALLFELDHAUS O DRAWN __.. z JUSTIN GUADAGNI DRAVIIN ON 1/31/2021 SHEET NUMBER SCALE PV2.0 1/8" = 1' I ®APPROVED ❑REVISE 8 RESUBMIT St R V C T U R A� I ❑REVISE AS NOTED ❑REJECTED p PROFES c This shop drawing review is for general conformance andGINE compatibility with the design concept and information given in the V C Construction Documents only. Review of a specific item shall not include the review of an assembly of which the item is a ✓� rf CPE component The Contractor is responsible for ensuring that the L J assembly reviews,and rat only specific assembly items,have been submiRed for approval. ABHT Structural Engineers N23, t9g� w RST 01/13/2021 0� Z3, Reviewed By Date FRT G(ZU EVIRE V I I i a I I z I I WC,4o � I I z � � I WDA L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — • W c PROPERTY LINE I O I I � 4'-4 5/8" 41-45/811 I �� TYP. 28'-7" V 25'-1" TYP. V 23'-1" a/ I . �, r rr r rr .. � 19-8 4-4 5/8 4-6 5r-9 I 9'-1" ` 10' 7„ Ez 9'-T' 47zom / 20l I � y s' TYP. ] 8 i s / 96 TOTAL ATTACHMENTS I /M 0 0 I oo I 8' D U - 8' TYP. 01 - ! 18'-7" 21'-10" G' T TYP. -� / 8 4'-10"7� 5'-9" / � 0 V-7" 0 8 I �+ 8 V ., ; U 8 0 TYP. 41-4 5! n 41-45/811 4'-4 5/8" 5'-9" 4'-6" 22'-6" 5'-9" W 5'-9" I W O w N 4r 4;5/- T-1" I I W 51-8-1 P4 ' - SUPPORT SLEEPERS U) ` BY OTHERS TYP. O , 8 TYP. I Q 13'-9" 11' _ I m H-� O 0 • • / 0 ELEVATOR f I 0 OVERRUN 11:11 11 ROOF HATCH1-14 1 111-711 1 001, 10 oil I ---7ZL � I 8 • - - • 0 0 g I . - - • - - i, 8' TYP. \PV4 P. 14'-1" 16-10" 16'-10" ;goo a - - 5'-3" 24'-3" 4'-4 5/8" 29'-1" 10'-7" 4'-4 5/8" 8'-1" 4'-4 5/8" 161-4" 4'-4 5/8" 5'-9" 4'-4 5/8" 30'-8" 4'-4 5/8" 11'-3" STANDOFF LAYOUT PERMIT SET 1/31/2021 SCALE: SW 72ND AVENUE 1/8" = 1' NOTES: 8' SPACING BETWEEN ATTACHMENTS EXCEPT WHEN OTHERWISE NOTED TYPICAL SLEEPER TO CONTINUE T PAST LAST 1 `P�T 3 .0 ATTACHMENT ON EITHER END OF ROW Z O DESIGN APPROACH: THE ROOF STRUCTURE IS ASSUMED TO BE PREMANUFACTURED TRUSSES (BY OTHERS) DESIGNED ®APPROVED ❑REVISE&RESUBMIT S� R U C T U RA FOR SOLAR LOADS. THE SCOPE OF THESE DRAWINGS INCLUDES THE DESIGN OF THE SOLAR ❑ REVISE AS NOTED ❑ REJECTED p PRor ARRAY PORT AND ATTACHMENT TOLEEPERS, DESIGN OF SLEEPERS AND SLEEPER altywdrawing iththedesgnconconformance cept d normatongi en n ATTACHMENT TO ROOF TRUSSES BY OT ERcompatibility the Construction Documents only. Review of a specific Rem shall not include he review of an assembly of which the item is a 'f G p E component. The Contractor is responsible for ensuring that the 2 J assembly reviews,and not only specific assembly items,have been submitted for approval. GOVERNING DESIGN CODES: ABHT Structural Engineers A) OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION (06-SC-14) RST 01/13//2021 C-I4) �O 4'x'23 6FRT RUQ B) NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION 2012 EDITION (NDS-2012) I Reviewed By Date � f` C) ALUMINUM DESIGN MANUAL EXPIRE TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. --- - -- - V THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL - 4X 0 .32 THRU 4 CONFIGURATION ONLY. / 04.00 DESIGN CRITERIA: 7 5 Z DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE INTERNATIONAL 2.50 Q C)L1 01- '4 8 BUILDING CODE. IN ADDITION COMPONENT SELF WEIGHT (DEAD LOAD), THE FOLLOWING LOADS 1 �� $ W g M WERE USED FOR DESIGN: ® o � I v A) GRAVITY DESIGN CRITERIA: �' 1❑ AVAILABLE IN THE FOLLOWING SIZES: Q U1 3.75", 5", 6.25", 7", 7.5", 7.75", 8.75" 9" 9.5" /��_`J ¢ ROOF SNOW LOAD.........................................................25 PSF LL v C' SOLAR ARRAY LOAD....................................................4 PSF DL 2.50 10" 1 1 1 1 .5", 12 13 14", 15", 17" Z o B) LATERAL DESIGN CRITERIA: w o Q --- 1 .25 ' a c W a WIND SPEED..................................................... ...,....120 MPH WIND EXPOSURE CATEGORY.........................................'B' SEISMIC DESIGN CATEGORY..........................................'D' SAWN LUMBER: 3.75 1❑ y►U/CK IW®\D!>,�� I, SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN .50 WOOD PRODUCTS ASSOCIATION GRADING RULES, LUMBER SHALL BE THE SPECIES AND GRADE 1 .50 1=L NOTED BELOW- USE FB(PSU USE GRADE (BASE VALUE) DIMENSIONAL LUMBER DOUGLAS FIR - LARCH NO. 2 900 ITEM DESCRIPTION QTY. NO. (wick Mount PV 1 ABASE, 1-1/4" ID, FOR 5/16" HARDWARE, A360 CAST AL 1 TITLE: 2, BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.2.1 - 1981. ALL BOLTS 2 POST, 1-1/4"ODX3-1/4", 6063-T5/6063-T6, MILL 1 QMQDM: ABASE DECK MOUNT AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS, 3 CAP SCREW, HEX HEAD, 5/16"-18 X 3/4" UNC-2A, GRADE 8 1 4 CAP SCREW, 5/16"-18 X 1" UNC-2A, NYLON PATCH, W/ 1 /� ,I �r� �C �1��+�+ CAPTIVE WASHER, VOID, 18-8SS UNLESS OTHERWISE SPECIFIED SIZE DRAWN RY- AAP REV PREMANUFACTURED ROOF TRUSSES: DIMENSIONS ARE IN INCHES 5 WASHER, SEALING, 5/16" ID X 1-1/4" OD, EPDM BONDED SS 1 TOLERANCES: A DATE: 4/29/2019 FRACTIONAL:118 LTRUSSES TO BE DESIGNED BY OTHERS. AT ATTACHMENT POINTS DESIGN FOR THE FOLLOWING "cF"� �pCp^4e4•E 1WOPLACEDECIMAL !.19 /rs� / IME NF'ORMAPONCOMANED NRI6 DRAWNG ISINE SOLE PROPERTY OFOUIC[MOLM PV. ANYREP UCfl INPA MMAWHOIEWRIHONIHE DO NOT SCALE DRAWING THREE PLACE DECIMAL ±.094 SCALE.I:2 WEIGHT:0.73 SHEET I OF LOADS: wVINTEN PERMISSION OF OUCF MOUNT PV IS PROHIRRED COPYRIGHT C 1019 QUICK MOUNT PV SOLAR DEAD LOAD = 100" 5 4 3 2 1 SNOW LOAD = &25" WIND UPLIFT = 1350" (ULTIMATE) WIND DOWNWARD = SOO* (ULTIMATE) SOLAR MOUNTING SYSTEM: IRONRIDGE -XR 1000 RAIL: A. MATERIAL: &000 SERIES ALUMINUM B. APPROX WEIGHT/FT: 1.00 LBS/FT C. CROSS SECTIONAL PROPERTIES - S = 0,530 IN-3 - I = 0,843 IN-4 D, MAXIMUM SPAN = S'-o" 1 QMQDM: ABASE DECK MOUNT DETAIL E. MAXIMUM CANTILEVER: 2'-&" F, INSTALL ALL HARDWARE PER MANUFACTURER'S RECOMMENDATIONS PV4 SCALE: 6" = 1 ' W Q� N w � W o � � IRONRIDGE XR1000 RAILS WITH MAX CANTILEVER = 2'-6" N `� IRONRIDGE NORTH LEG TILT KIT M IRONRIDGE 7" f SOUTH LEG TILT KIT 3'-3" 18" QUICKMOUNT BASE FLASHING - ATTACH TO SLEEPER W/ 17" IRONRIDGE (4) 5/16" x 3 1/2" LAG SCREWS C:> QUICKMOUNT INTO TRUSS TOP CHORD BASE @ 8'-0" O.C. 3" THREAD EMBED MIN. 17" IRONRIDGE 3 ROOF MEMBRANE QUICKMOUNTV4 FLASHING BASE @ 8'-0" O.C. 1'-6" 4" RIGID INSULATION (DEPTH GREATER IN CRICKETED AREAS THAT USE TAPERED INSULATION) PROTECTION BOARD 4" RIGID INSULATION 1° (DEPTH GREATER IN SLEEPER & ATTACHMENT CRICKETED AREAS THAT USE TAPERED INSULATION) 41I 31/2 TO TRUSSES BY OTHERS SLEEPER BY OTHERS 1" 4'-4 5/8" — SLEEPER BY OTHERS MOUNTING DETAIL ROOF SHEATHING— PERMIT SET - PRE-ENGINEERED WOOD TRUSSES 1/31/2021 PRE-ENGINEERED WOOD TRUSSES SCALE: BY OTHERS VARIES PV4.0 2 TILT MOUNT SECTION 3 QUICKMOUNT BASE ATTACHMENT PV4 SCALE: 1 1 /211 = 1 ' TJV4 311 = 1 '