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Plans (2) ettPo?op20-r ti-re2 OFFICE COPY �� .ENERGY 7001 NE COLUMBIA BLVD. PORTLAND,OR 97218 P50.OT.EIGSF 503A77.NW INFO5 W NGINEENE&GY MET REVISION GViA CB S.1671363 LP P RED ROCKCREEK APPROVED COMMONS 'g`t T°f9- 7/.�Y/do 47.2 KW SOLAR PHOTOVOLTAIC SYSTEM 11090 SW 68TH PARKWAY, TIGARD, OR 97223 GENERAL NOTES CODES AND STANDARDS PROJECT INFORMATION SITE MAP �- SCOPE OF WORK: APPLICABLE CODES AND STANDARDS: PROJECT OWNER: <�\ ,•\ f -' THIS PROJECT ENTAILS THE INSTALLATION OF SOLAR COMMUNITY PARTNERS FOR AFFORDABLE H,JUSING,INC. _ , PHOTOVOLTAIC(PV)MODULES,GRID-INTERACTIVE INVERTERS 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 6380 SW CAPITAL HIGHWAY I `: \ e AND ASSOCIATED EQUIPMENT TO SUPPLY POWER DIRECTLY TO PORTLAND,OR 97239 'i� p,r .:I s s .i } UJ THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM OF THE 2014 OREGON SOLAR INSTALLATION SPECIALTY CODE(OSISC) JILIAN SAURAGE FELTON »`" "" e LLJ BUILDING. PH'.503-293-4038 --- --- - ", NATIONAL ELECTRICAL CODE 2017 ED E:Jsaura0eacpahinc.org SOLAR ARRAY ' I I _, SYSTEM DESCRIPTION: INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS(IEEE) CONTRACTOR: 'I i I SYSTEM AC CAPACITY IS 43.2 kWec RATED AT MAXIMUM LMC CONSTRUCTION r _ .� U COMBINED OUTPUT AT THE INVERTER(S)TERMINALS PV NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA) 19200 SW TETON AVE Li " Z CAPACITY IS 47.2 kWdc RATED AT STANDARD TEST CONDITIONS TUALATIN,OR 97223 (STC). NATIONAL FIRE PROTECTION ASSOCIATION(NFPA 70E) CHRIS DUFFIN j't, 1 i PH 503-648-6823 m U O (118)HANWHA Q,PEAK DUO L-G5.3400WATT PHOTOVOLTAIC UNDERWRITERS'LABORATORIES,INC.(UL) E:chrisd©lmcconstmc0on.corn ` ,- �J 0 MODULES I EC 61215 CERTIFIED AND UL 1703 LISTED = - CJ INSULATED CABLE ENGINEERS ASSOCIATION(ICEA) SUBCONTRACTOR: • • e I `4i �y (1)SOLAREDGE SE43.2K-US INVERTER LISTED TO UL 1741 AND IMAGINE ENERGY # ;•"'""�; # ` LJ.. COMPLYING WITH IEEE 1547. AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) 7001 NE COLUMBIA BLVD. • 3` PORTLAND OR.97218 -.._.._- ..._.___. ..._..__. -........... Q (59)SOLAREDGE P860 DC OPTIMIZERS AMERICAN SOCIETY OF TESTING MATERIALS(ASTM) PAT SCHELLERUP 1 1 r _. . ....._..._... __.. I 1 PH-503 932828 LLI MODULE MOUNTING O BE MATH BALLASTED SOLAR NATIONAL BUREAU OF STANDARDS CCB#167963 # N RACKING AT 10'TILT COMPLYING MATH UL 2703. L.L SAFETY ORDERS OF INDUSTRIAL ACCIDENT COMMISSION I'x AUTHORITY HAVING JURISDICTION: INTERCONNECTION: RULES OF THE NATIONAL BOARD OF FIRE UNDERWRITERS CITY OF TIGARD,OREGON N THIS PV SYSTEM SHALL CONNECT WITH THE EXISTING 1 f64 _' O ELECTRICAL SYSTEM AT ONE PLACE SPECIFIED AS THE POINT OF LOCAL ORDINANCES OF THE STATE INTERCONNECTION,WHICH WILL BE THROUGH 150APV BREAKER _ WITHIN THE MAIN DISTRIBUTION PANEL,600A,120/208V,3PH,4W LOCAL ORDINANCES OF THE COUNTY OR CITY. DRAWING INDEX VICINITY MAP RED ROCK SERVICE. # DESCRIPTION CREEK THE PV SYSTEM IS INTENDED TO OPERATE IN PARALLEL WITH COMMONS THE ELECTRIC UTILITY SERVICE PROVIDER, ANTI-ISLANDING PV0.0 COVER SHEET PROTECTION AND HARMONIC LIMITS SHALL COMPLY WITH UL PV1.0 SITE PLAN rmp ,�C` 4 ;,�- 47.2 KW SOLAR PV PROJECT 1741IEEE 1741,IEEE 1547 AND IEEE 519. ,r -. .._ � ,,,,s PV2.0 ARRAY PLAN :I.E•, - -axsas = 11090 SW PERMISSION TO OPERATE THE PV SYSTEM IS NOT AUTHORIZED PV3.0 ACCESS PLAN _ TIGAR0.D,OR 9ru3 UNTIL FINAL INSPECTIONS AND APPROVALS ARE OBTAINED FROM PV4.0 SECTIONS TNN.TOr' THE AUTHORITY HAVING JURISDICTION AND THE ELECTRIC r' PAT SCHELLERUP UTILITY SERVICE PROVIDER. PVS.D STRINGING PLAN - 503-593-2828 ."_e.a._ s P.scndlemPiplmsdoeenerg_net PV6,0 WIRING DIAGRAM PROJECT LOCATION SYSTEM PARAMETERS PV7.0 WIRE CALCS j COVER 1 CONSTRUCTION TYPE V-A PV8.0 DATA SHEETS - 2.000UPANCY:R-2 PV9.0 LABELS/PLACARDS v rca 9 •-- Per era ReesGNI GTE I REASON 3.HIGH TEMPERATURE: 32°C T ,M„°,„ , ` --. r 4.LOW TEMPERATURE: -8°C 51.0 MOUNTING DETAILS �Fx;nn <.,,, ---- T 5.WIND SPEED 97 MPH S2.0 RACKING DETAIL9 6.SNOW LOAD:25 PSF For PV System Only S3.0 BALLAST&ANCHOR LAYOUT - ; - 7.EXPOSURE CATEGORY:C • _...... _..._..._ --...-... B.ARRAY TILT: 10° w+n. :., 9.ARRAY AZIMUTH:172°,180° -- w _..._.. d ..._'__10.RACKING:IRONRIDGE BALLASTED I "`'' - - _., 11-ROOF MATERIAL:TPO '" 12.ROOF STRUCTURE:PRE-ENGINEERED TRUSSES g24"O.C. v "�' a" - :+' eENGrecn 13,ROOF PITCH:1' n eMc" °"'` e BRIAN ARBIZZANI 14.ROOF HEIGHT:44'-0' 43'0" "�yrr °�K GP°,..,e. 15.PARAPET HEIGHT:48-6"46'-0" ';;� JUS- - TIN GUADAGNI pUNH ov a w TxeEe 16.ROOF ORIENTATION:172°,1 BO° N '; 71812020 17 BUILDING USE TYPE:MULTIFAMILY RESIDENTIAL _ NTS Q xwLE PVD-D VARIES 3/8'STAINLESS STEEL ROD ANCHORS(ATTACHED TO STUDS @ 18'O.C.) 7001 NE COLUMBIA BLVD. 1 5t8'GALVANIZED STRUTS 1'-0° i'-4' 1-0" 1-0' 6" PORTLAND,OR 97218 f l+ \ P`YA"noINEENERGV NET F'GOYYiINEEHERGY NET .: -._-_ _-. _ _-� RC WP IIC t:IMACAEIeNT i 59 I 1- A O b l7 i"1 M 1 \a[T SUPER, N 5-4° 1 - OREGON 12'xB"5"CADDY BLOCKS sw>t ELEVATION VIEW 3/8"STAINLESS STEEL ROD 3'-I" 1-0 1'-0 1-0" 1 4 . ANCHORS(ATTACHED 70 vy ' N.NN 12"x 8'x5"CADDY BLOCKS / 1 518'GALVANIZED 1 1/2"CONDUIT STRUTS LOCATION PLAN VIEW LLJ D RACKING DETAIL-EAST SIDE OF ELEVATOR OVERRUN I 1 I �/ SCALE:3/4"=1' L1J UUp Z C INVERTER WITH CUSTOM SUN SHADE AC DISCONNECT \ 0 , rCr O o M U 4 LL — LLI z G Et L_ I M1 L... J SACRIFICIAL SLIP SHEET . I CUTTER .,,..L;,,..._' s L. 1 1/2°CONDUIT .. MEMBRANE ROOFING SYSTEM per" �_•�:.; RED ROCK 1/2"COVER BOARD CREEK ELEVATION VIEW COMMONS � RIGID INSULATION(R-30) PRO JECT 4T2 KW SOLAR PV PROJECT P FICUECT ADDRESS 11090 SW MTN PKWY. STRUT TIGARO,OR 97223 101101111.- CONTACT H OEUE U CN ANCHOR PLATE - PAT SC- RP B035932 28FB28 P NCNsIINmp®ImagneenetQy.net MOUNTING 3-0" 1'-0" i'-0" 1'-0 i'-0' r8"/ ` VAPOR RETARDER DETAILS y J v� - - - .. I 3/4"ROOF SHEATHING RE'. I DAM I i, -. . DISCO. INVERTER ENGINEERED WOOD TRUSS ._.. I............ .............. 8" 1'-4" IviEacrEONr I .... __ PLAN VIEW BRIAN ARBIZZANI I 2. I I. .IUS JUSTIN GUADAGNI BEQUIPMENT MOUNTING-EAST SIDE OF ELEVATOR OVERRUN ANCHOR DETAIL oRwnnw a"RE*wNaNR `'SCALE'.3/4"=1' - - -- - ^ -- — - SCALE:11/2"=1' -- - --- 7!7/2020 VARIES BLOCKS SPECIFIED FOR BX PROJECTS MUST MEET THE 1I�`il1 FULL BLOCK (TYP.) FOLLOWING SPECIFICATIONS: _� '�- , / ,►C� ��7/I� 8"x16"x4" NOMINAL a OMG POWERGRIP UNIVERSAL • MANUFACTURED PER ASTM C 1491 1T : � � '-1 - • IF REQUIRED PER LOCAL SITE CONDITIONS, �� � ' I MANUFACTURED TO RESIST FREEZE-THAW PER 11 I( @ )I I`�II� 1 ASTM C1262 ���, <���_�, I • WEIGHT: 14-17 LBS +/- 2 LBS FOR HALF y /�11 2•_ 1•• BLOCKS AND 28-34 LBS +/- 2 LBS FOR FULL 'rQ�l ` I�! 4 x BLOCKS 1n� I. Mc'� • COMPRESSIVE STRENGTH REQUIREMENT: 3000 PSI • EACH CHASSIS CAN FIT UP TO 4 FULL BLOCKS, /A1 .`;- y6y - OR 8 HALF BLOCKS -- �___o,�.� +,l == HALF BLOCK (TYP.) 2� �\�:If.RrL \J% �- �•��. �•� - 8"x16"x2" NOMINAL e ROOF ANCHOR ATTACHEMENT DETAIL \� �'�� �/ I SCALE:NTS BALLAST BLOCKS - - - 2' 5 " 1 1 MODULE FRAME TOP CLAMP �° 3 .. �^ V 62.0 -'114�T�1 1� 1 PULLCLAMP 10• :ice=�� 1 -1 --Mill 4111Mk Ali /MI. I��I .��I�� ; 1 /� ■ '�� m�" 10. i, IIII� „ u• �� ,+,= - i 4PI �1 0l �—�, — �ji 8 AS REQUIRED y \!\••• "' GARB _. BBBB•.•BB iw ' \7n\F[IIII[IIIL." aaceceeaa/�ri ' an\ - �,.Irl .�11 I ..., 1 \_ 999999999 ._ 9.Q0 "OD ! , / e IRONRIDGE BX SCALE: 1-1/2•= r-D" • SECTION DETAIL SCALE 3• = 1'-p' ANCHOR TO BX CONNECTION DETAILS NOTES: ANCHOR SUPPORT RUNNING EAST-WEST FRONT VIEW ALTERNATE VIEWS AND/OR INSULATION PRIOR TO TOP VILLA ATTACHING BASE PLATE FLUSH W/ s/te'sluxlEss Srttl a tB'sruxlf S Arm (E)CONCRETE SLAB. —tl. Mh°SI.Wce xur �fB x� FOR WATERPROOFING DETAILS. 3 T/B numy Kyr 6 LOCATION OF REINFORCING STEEL II =I:11 (' �aT L mor a L-rOOT 1I.I II Fa 1 PRIOR TO INSTALLATION OF BASE �I sWn�s STEEL L-FpOT / //�I 1�y- Jr T~ ='``t PLATE ANCHOR BOLTS. -�■ fr 41111111W SOBIAE YlLSNFN Air �. �� �1 ii r /,i ll '�'+ " �^ `��� � '�I C7 PZSE,INC WHERE REINFORCING `_ [7- ORIO PION a..a B O r udBxwB Nbxxc . U. I �n l I,���� �'�6 ' �IC7IliI�I STEEL INTERFERES WITH aB[nullBx sracm<VIBVr CONSULT IIN ALTERNAITE SHALL 77�� fi ' VI _ STUXD9 51EEL RUNTE-31m jI4J • slmMT ROOF ATI/LXxeNT B/tS STEM SS STFIl DRILLING./ I1 , ANCHORS MINIMUM 2 INCHES AWAY " FROM ANY POST TENSION �I�'j � � Ty1 REINFORCEMENT A' =GI Jim _ $r V -� .t ° ANCHORAGE: 11 introRsti., ® ZINC I COATED 1/4'0 W/EEFF EFFECTIVE /-5/16"r]/8R.-IFR F.GBt TOP — STRUT/BX CONNECTION EMBEDMENT OF 11/4"MIN w+alOx TO CORNER SUPPORT __ BX-FRA-MI© CORNER SUPPORT TO For Rv System Only Eai awss ® tom of awSSS -- NV NZI7 ANCHOR SUPPORT TOP VIEW ,/ -\I II l :I1 (arose amm , E 'n� I .90160000 _tool,- OOP/ MODULE FRAME UN!STRUT SIDE — STRUT/BX CONNECTION ,6 ANCHOR / STRUT / BX CONNECTION DETAILS (AS REQUIRED) ® CLAMP DETAIL S2.0 SCALE: NTS SCALE:6'- 1'-0• a��[1-pc-mn]DC'[ w DRAWING INFO. e00-227a622 O Dcte & Tlme 9/19/2019 9:45AMJ 28357 INDUSTRIAL BLVD.,HAYWARD,CA 90.545 Z Prepured_PT roved by MB T I Sheet Name 52.0 j '. l {+ram 'ENERGY NOTE I �) 7007 NE COLUMBIA BLVD RACKING IRONRIDGE BX 11 ,J _ PORTLAND,OR 97218 • P SaJ.aT/.aSR F SW.?i e]40 MORAL TILT:10° +r" OgIN/WINEEXERGY NET MODULEWEIGHT:5N:7LBS Ill ��' � � �� N. �Nx,+R>s� • MODULE DIMENSION:79.3'k39.4" w•.ucclXwcluswvr BLOCK WEIGHT:32.5 LEIS ANCHOR:OMG POWERGRIP UNIVERSAL(USE(6)#15 1 WOOD SCREWS THROUGH EXISTING PLYWOOD.) ion\ ( Go.,\i Ki �� I ~ L BALLAST RACKING "l 20 CHASSIS BLOCKS 11 nOMG POWERGRIP ARRAY k li 1 BALLAST UNIVERSAL ANCHOR(TYP) 1SEE DETAIL 5.6/S2 GvLARRAY B: II di ' " Ll'L g II'. rz -- `- - ���---zzz ( L. �'-u r�l"37 CHASSIS �- 1, �� ( I"'�� '^'� l� �27 BALLAST BLOCKS ,` V '7 hq ARRAY C: 9 BALLAST BLOCKS ( c ` d , g� �o �" AR RAY D: • U r= ill _ -, _ 41 CHASSIS 1 ARRAY B \ ARRAY C ' 32 BALLAST BLOCKS • N - i``\-nJ n n���.--c.� 00 II fp n 00,Ft�i-n-i-q ^ ISy) ARRAY S c� ( �� 11 . O b � N O�V\\O\O\�\\�.\� \�.\�` +� \\\��\�` .. _J 21 CHASSIS 15 BALLAST BLOCKS �- n •-- IA 1 ��� \ �\� h ru�o�o��al not; OO (.� d�n�b r- ARRAY F: \4 Jai \��—\�� \S�\\�\�`!\`\�\v.\\\ \ .\\` .:i \\�OO�\O �, 21 CHASSIS N ���\�\\ `\111- -h�nt•�n�O�h hs�h �Mnn� „ cam' -f` 16 BALLAST BLOCKS \.�0 -� \` '`` \\\`\ J `\\ �` \``1`\\\ r J mac''\ : '` 16 CHASSIS \.�v u • ■L ■I -�� I _ L� r- , 10 BALLAST BLOCKS U ' h�n�•11 h 1 I / ARRAY H: f0A\\\� \I A� n rl A O _ °-'�� 25 CHASSIS ^ , T p I \\\\011 1 - X \\\ L //I`r i / C� -LI 19 BALLAST BLOCKS J (� y �\\ �`\I '-_-\p \ n d \ \` \ J ---('' 117 lh_ TOTAL 206 CHASSIS G n n + + u �� _/ 4 149 BALLAST BLOCKS \\\\\�\\\\�\\ \\\\•� \\\\ '� \1 �\ co -cn I �o�n�a� K)— - I n I C� JI ARRAY D IL LI___i! �✓ (r- la a\ a a _ •BRAY F -- ` �S 5Y O IMM �� � I U 2 — p 11.MI / \\\°1 \\Iks\\ \\\ ��Q\\\\\\\\ L / ) / gowl .siai it IJJ \ �� � � �yk ` J IY �,,,N _ � hob �� ` (J , dr. I7 a dEll ; �� / te' L i 2* oi/' � o� a��� la �� ° �- / L '--7- RED ROCK n a 4I P r�}� J CREEK Pm Pv System only �' ❑ �� \ ��� �-J CJ `� I } /I)c� /� COMMONS d NI; .J �� ��� ' \ �'� < � ,..47.2SOIPR PV PROJECT / 11090 SW 68TH WM'. ` � t 41r, --�� TIGARD,OAR 97223 COMUCT INFgNA1gN et PAT X-%o- / GL b „' J -, 5035852828ER11P rown.-ro345.1I (� 1 \•• i + \ , _` \ �� V.xhelbruG®ima9naenaryl'.roi J E. / BALLAST 8 .1 a a o o a �y�,�' ANCHOR LAYOUT �, AY�RAY G l ARRAY Q, /' V Rensa+ are RE.eox N �"i• rJ _,,` / t ':'/ / /^7 4 /, N BRANARBRZANI ~ / �-i ( L___\ JUSTINGUADAGNI IArr h �� 1 )RNNNaX = ,N.aER � 1v � ,,' (r _ 782026 SCALE