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HomeMy WebLinkAboutB17-1067 000-000-000' DIRECTION MAP' - REVISION PROJECT OWNER: PAGE # CONTENT ROLLINS, KEITH & MEGHAN PV -1.0 SCOPE 61 ELITE DR, PV -1.1 CODE REFERENCE w T-------=-� 1 CHICO, CA 95973 PV -2.0 PARCEL MAP i; APN:047-340-023 PH#:530.519.7774 PV -3.0 SINGAL LINE LAYOUT L , EMAIL:design@solarenergyforlife.com PV -3.1 _ LABEL DIAGRAM o LEASE#:1069303 - PV -4.0 STRINGING & RAIL LAYOUT ; _. PV -5.0 FOOTING LAYOUT, �.00 f' ATTACHMENT MODULE SPECS m 'n rn 29 C N ,rte . ,, - �)y .z • INVERTER SPECS mo 0 0 t 61 'Elite Drive y > cn v 00 WIRE CALCS a m LUJ- 4o I z C '� �! 7S • _ .. - f� {' - QL2f Rd. m y i COUNTY ;* -r=—=%''• �' �� ,w,y e� �� _ �,• _ ot. �6 :� '�: BUTTE • CONTRACTOR: BUILDING DIVISION' ° ►�-��_- ��T, ALTERNATIVE ENERGY SYSTEMS INC. APPROVEDvi W 13620 HIGHWAY 99 qN rfes- -l" CHICO, CA 95973 PERMIT# 'I�I'1-1 ©(0`7 e CSLB: 853351 C-10, C-46 BUTTE.000NTYDEVELOPMENT SERVICES • � 7min �-•.;+ � --�: �, � - REVIEWED FOR CODE COMPLIANCE a r a , 8 iriin ;,.R Y• DATE • 1 Z c'7 BY A 1C 3.5 miles ; ..._-r- �' - .. `• ,� SCOPE: ' BUILDING JURISDICTION: I(. INSTALL GROUND MOUNTED PHOTOVOLTAIC SOLAR SYSTEM IN BUTTE COUNTY • ���r �, ZONE RR -5 AND UPDATE ELECTRICALDEPT. OF DEVELOPMENT SERVICES ' EQUIPMENT AS NEEDED IN o z. In 0 ACCORDANCE WITH ALL APPLICABLE '•— ;t. 7 COUNTY CENTER DRIVE _ OROVILLE, CA 95965 , `w/ _ BUILDING CODES SPECIFICALLY • REFERENCING THE 2016 CALIFORNIA OFFICE#: (530) 538-7601 ELECTRICAL CODE/ 2014 NEC USING - FAX#: (530) 538-2140 _ - ^ N _____� ... _ . r . MON-FRI 8AM-3PM o __. .... wuso� landgRd.� +._.,13620 California 9.9-_"""Jz:' F CI _ w rn �-- THE FOLLOWING SPE FICLn INSPECTION LINE: (530) 538-4365 N. u, u r� CLf - " MODULES: SUNPOWER REQUESTS PHONED IN BY 2PM WILL BE Z F" 'o a O o (32) SPR -X21 -345 -C -AC INSPECTED THE NEXT BUSINESS DAY ` -j w U Z - cc .0 11.04kW SYSTEM t° Q 584 SQFT COVERED SCALE NTS �`•��•'' •act. ° DATE MODIFIED N INVERTER(S): SUNPOWER - - 05/22/2017 (32) MODULE INTEGRATED 320W EACH DATE c10/09/2014 DESIGNER: - J. SHAN ER • y ISI :-1UG7 + '~�•' '`1':I l l:', S CONSULTANT: LHARCK SHEET Ki\IY\1\lrSO <\h (11.114 K11`) Y ' f PV -1.01 5/311 1 z = SCOPE A �ILlo Cop' ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRIC CODE (NEC), OR LOCAL MUNICIPAL CODE, AND FIRE DISTRICT REGULATIONS. 1. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING LABORATORY AN INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. 2. ALL INVERTERS SHALL BE IEEE 929 COMPLIANT AND SHALL BE INSPECTED BY LOCAL UTILITY BEFORE COMMISSIONING, TESTING, AND OPERATION OF THE SYSTEM. 3. ALL OUTDOOR EQUIPMENT SHALL BE MINIMUM NEMA 3R, INCLUDING OUTDOOR MOUNTED TRANSITION BOXES, COMBINER BOXES, AND SWITCHES. 4. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC ART.250,690. 5. NEC. ART. 690.9(A). ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES. 0 N NEC ART. 690.18. DUE TO THE FACTTHAT PV MODULES ARE ENERGIZED WHENEVER THEY ARE EXPOSED TO LIGHT, PV CONTRACTOR SHALL DISABLE THE ARRAY DURING INSTALLATION AND SERVICE BY SHORT CIRCUITING, OPEN CIRCUITING, OR COVERING THE ARRAY WITH AN OPAQUE COVERING. PHOTOVOLTAIC SYSTEM SHALL BACKFEED THE DISTRIBUTION SYSTEM ON SITE PER THE REQUIREMENTS OF NEC ART.690.64(B). ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE BY ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC 408.16(F) (408.36 IN 2014 NEC. 8. FALL ARREST PROTECTION PER OSHA REQUIREMENTS SHALL BE PROVIDED FOR ALL ROOF WORK. 9. ALL CONDUCTORS AND TERMINATIONS SHALL BE RATED FOR 75° C MINIMUM. 10.NEC ART. 690.14. - SEE SHEET RE -4.3 FOR LABEL DIAGRAM 11.NEC ART. 690.53. - SEE SHEET RE -4.3 FOR LABEL DIAGRAM 12.NEC ART. 690.17. EACH AC DISCONNECT SHALL ALSO BE LABELED WITH: "WARNING! -ELECTRICAL SHOCK HAZARD - DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIZE MAY BE ENERGIZED IN THE OPEN POSITION". 13.DC DISCONNECT AT THF INVFRTFR WILL BE READILY ACCESSIBLE AFTER THE INSTALLATION IS COMPLETE PER 2014 NEC ART. 690.17 WHERE TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. PROVIDE A WARNING SIGN OF THE HAZARDS PER 2014 NEC ART.690.17 14.CONTRACTOR TO PROVIDE GROUND FAULT PROTECTION FOR ROOF MOUNTED PHOTOVOLTAIC ARRAYS LOCATED ON DWELLINGS PER 2014 NEC ART.690.17. 15.WHERE MORE THAN ONE NOMINAL VOLTAGE SYSTEM EXIST, THE DIFFERENT SYSTEMS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER 2014 NEC ART.210.41) 16.PROVIDE AN ACCESSIBLE DISCONNECT DEVICE THAT IS LOCKABLE IN OPEN POSITION AND IS LOCATED WITHIN 10'-0" OF THE METER PER LOCAL ELECTRICAL UTILITY REGULATIONS. 17.PHOTOVOLTAIC SOURCE CURRENTS MUST BE RATED AT BOTH 125% OF THE PARALLEL MODULE AND AT A CONTINUOUS LOAD OF ANOTHER 125% FOR A TOTAL OF 156% OF THE LOAD. 18.PROVIDE PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM DISCONNECT MEANS IF THEY ARE NOT IN THE SAME LOCATION PER 2014 NEC ART.690.56. 19.INSTALLATION OF PV PANEL ARRAYS SHOULD RESIST SLIDING AND POP-UP RESULTING FROM SEISMIC EVENTS AND SHOULD COMPLY WITH CBC SECTION 1613A AND ASCE STANDARD 7-05, CHAPTER 13. 20.PV SYSTEM INSTALLER WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLATION OF ALL RELATED EQUIPMENT, CABLES, ADDITIONAL CONDUITS, BOXES WIREWAYS AND OTHER ACCESSORIES NECESSARY FOR COMPLETE AND OPERATIONAL PHOTOVOLTAIC SYSTEMS. 21.PV SYSTEM CONTRACTOR SHALL COORDINATE ALL THE WORK WITH THE ENGINEER, THE CONSTRUCTION MANAGER AND ALL OTHER CONTRACTORS TO ENSURE THAT PV SYSTEM IS INSTALLED AS SPECIFIED IN THESE DRAWINGS. 22.DRAWING IN GENERAL OR DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF THE EQUIPMENT AND WORK INCLUDED. THE INTENTION OF THE DRAWING IS TO INDICATE SIZE, CAPACITY, APPROXIMATE LOCATION AND GENERAL RELATIONSHIP, BUT NOT EXACT DETAIL OR PHYSICAL PLACEMENT. 23.FIELD VERIFIES EXACT AIC RATING REQUIRED OF THE MAIN SWITCHBOARD FROM LOCAL UTILITY. 24.A PV SYSTEM WITH MULTIPLE INVERTERS, WHERE INVERTERS ARE REMOTELY LOCATED FROM EACH OTHER, WILL HAVE A DIRECTORY CREATED FOR EACH LOCATION. AS PER 2014 NEC 690.5(H) AND IN ACCORDANCE WITH 2014 NEC 705.10. PERMIT # al-) - t o le7 BUTTE COUNTY DEVELOPMENTSERVICES REVIEWED FOR CODE COMPLIANCE DATE V12`1? BY AV - REVISION E 0 w Ln M m M(N 41 0 ) 0^ M 1 O O011 N Ol In M 00 r°''^so a M ri =riwu !3==<v rH u a L� -0 u J .w C N W � a m W a I_R zc_ c 0) � o � m _ Ln a m m _ ^ N Ln O Li 0) -it < o Q T ri Lu U n 0 J J W = z D q = a t 1.0 U Q SCALE NTS DATE MODIFIED 05/22/2017 DATE CREATED 10/09/2014 DESIGNER: 1. SHANER CONSULTANT: LHARCK iHEET PV -1.1 CODE REFERANCE (E) SEPTIC TANK — (E) LEACH LINES PARCEL MAP SCALE: 1" = 100'-0" (E) FLOOD ZONE A (E) WELL HOUSE (E) POOL (E) RESIDENCE (E) GARAGE RR -5 ZONE SETBACK iFF F ;(E) LEA,CHILI�NiESu � fEPTIC}TAN;K' {. �,/ - •+` Li` 'R ' t �'• ri� ' �Gj~.,.i �_ ��,` ..may'' ,r d L . 1`! 1 ':.':6 . ` /�1 f 4 r Ci' r , QIE) GAS4 TAN Ir I 85 Z�1 888 G�:11 /E)'1 P "flMETER ;L R3 Ih :t V i (tE)jMAIMS� E'RV a r r u , - ela mrld 3 SHOP, -r '1 (P')';TRIENCHI-, y. y { ' (�P')v P 'AA l BOX '� /� ('til � l�" �., ` � (- - 3� t_ � - Y —i+ _ _lr ,..r' ? y •,�� - 4 �}, • -., •• 1 ', N, V2914" RR -5 ZO SETBA0 10' ' NI RR -5 ZONE;. SETBACKS)" 4' N4 q 1 �5 RaR-5 ZONE SETBrA'CKSt . ' r' ` /•G .,/_ !�. ./ + /.L1/J ! F�yr •LCL 7- l0 BUTTE COUNTY DEVELOPMENT SERVICES CODE COMPLIANCE DATE bb ` N'- ` 1 BY *I(- rrl-T-r- nAnn SCALE: 1" = 30'-0" o. u O w 00 01 O l0 > ,A M `D M V N N M 01 01 }`^vm to rn Q m o x " w j Qi8 0 .iso E 0. v w u � C 0 i O '^ & 0-0 CE PANEL & W VECT LOCATION O1 d JI W c 1 Ql c-1 Z ur Q O rn = L!1 V W 2 a 06 m N = rn Q. V ww U n Z O o w U Z = II00 U Q SCALE DATE MODIFIED 05/22/2017 DATE CREATED 10/09/2014 DESIGNER: J. SHANER CONSULTANT: I.HARCK SHEET PV -2.0 PARCEL MAP • - y AC lr - _ - - _ F ' - L _ - t, •� - 'i. • , 'REVISION 4 (4) TRANSITION CABLES WIRE RUN: 5'_ + r e IMP: 20A " AC -1 >< d + (1) 3/4" EMT w/ AC -2 a AC -3 f .; i• (8) #10 THWN-2 CU. & (1) 11/2" PVC w/ ri MT w/ SERVICE VOLTAGE i (1) #10 THWN-2 CU. GRD. r h• r WIRE RUN: 10' (3) 1/0 XHHW 2 AL. & —r F + J'. (1) #6 XHHW-- AL.L. & . - (3) #6 THWN-2 CU. & - 120V=N-Ll-L =240V IMAX: 20A ._ _ (1) #8 THWN-2 CU. GRD. 120V=N-L2-L3=NAV:r +;. • WIRER N: 1C U 90' CONDUIT RUN 150' IMAX: 53A K� s _ _ *- WIRE RUN 10' NAV N -L3 -Ll NAV f MAX' T r •, .t IMAX: 53A - _ Bo f - „,,.r • ♦ t ,+ �_ r - - .' +�. • .`y, _ \. . s r �. �` .fir +� - io. U ON 5. a ,, w `METERr'j m m " ` y ,.cn c AC -DISC 1.-• t `5 r -e' r ...�.. . - ,t.- .L• rn � - ,,,..... .. • _ _ .. �. m .._ - 60A/ 1P/ 240V c ' � a o (8) PV MODULES/INVERTERS .. - 3 CUTLER HAMMER: DG222URB - x ^ @) r SUNPOWER: SPR -X21 -345 -C -AC - t► o p z c 1.33A/1P/240V _- -• �. , rL u p x mo ' 8 t • .. +. mxxa v 3 rI u a Io 3 fi - - V r ® u 0 kA (8) PV MODULES/INVERTERS 20A SUNPOWER: SPR -X21 -345 -C -AC - 1�x W 1.33A/1P/240V 240 �,:r• _ + T - - - y 1 20 ip 240 Y 20A-, 1 ` (8) PV MODULES/INVERTERS - 240 SUNPOWER: SPR -X21 -345 -C -AC JUNCTION 1.33A/1P/240V - BOX IP 20 60 87. 240 240 r _ s, = n , " ' • -a . , , ' (E) AC SERVICE PANEL' kRLrl ` 200A/ 1P/ 240V ;• Zy ,O SCIR: 10000 Q m, j_ METER#:1008112713 j (8) PV MODULES/INVERTERS ry � _ - • - - 1 - � " SUNPOWER: X21 -345 -C -AC l 4 R - • c.; 1 o o/� RULE . w . {. ' 1.33A/1P/240V K 15 '� t a d o - e i m m ., . r• r 1 r, s '- .. s^ a• - . J • • " y , - -' �240V.-::�-• ti°a af,1 ;+ �� � .... ..�., 'Yt' - �, �-- rr',.w- .�.-�_ ti r►+ Sr.!= .•.'� �.: DOWNSIZE MAIN BREAKER IN .� ::. - ✓-. .�..- w•�%"t., ACCORDANCE TO NEC 2014 rte. i,' `'y� o . ARTICLE 705.12(D)(2).'M .. (N)AC DISTRIBUTION PANEL '� � ,�,..• .4 'ia,. ?° y V1 0 U ^ r. 25A/ 240V e i Z H • ', tet- ms's'' { a Tt' ' . - iv .i 4 .5 ' .r , "" ✓ .. . „ :..{ ,T Jew .. k o - . AC -MONITORING sic - y. 4 y •, • . r. . - 7, lD V Q ,. c •+Y r - vY f' h `., .. (1) 1/2" EMT w/ ` .r• , �' y +`... °. j • .. r r. (2) 914 THWN-2 CU. & ;'•,`y - _ f a r o t - E - r t. , -SCALE ' . - ,4.y, (1) 914 THWN-2 CU. GRD. . ♦ +, �.^ - _ - „. . .. .. . i - NTS - r WIRE RUN: 10' "i.+ DATE MODIFIED +Y• .. 05/22/2017 + - of - _ '4 _ '` - a - .�•. �- +• .d,. 'i,i. 3°'i '/ DATE CREATED ,! SUN POW ER - - �. - - f ,. • ;f * �, •�- - . ,. 10/09/2014 - _ - DESIGNER: • •y r. n s PVSSX r - c -4 - . , r - '. x . ' • y. J. SHANER - MONITORING • ` CONSULTANT: CAT -5 - _ ,r+' "' - + ^ L .� S « _ •.. « f 1 LHARCK - ^ { '7 - ... .. • _V �, - - V r ,SHEET - .•4: - r . r ENH2O2 ENH2O2+ ) OUTE t ' �' •. f BUTTE COUNTY DEVELOPMENT SERVICES PV -3.0 • A+ r . •S.: ..� r. . ", �3 �' REVIEWED. FOR - :�. r r SINGLE LINE C®DE. COMPLIANCE rs LAYOUT L ' Vt' .. 1Z• 1 BY •A tl- DATE La WITHRAPIDSHUID _ PER NEC 690.54 Interactive Point of • - Interconnectin installed at all Electrical Distribution Panel covers that porvide a r' - k,' - path from PV to Utility. ,'.. s" • it t J - !' 4.. ' *- .� •.�. . •f 4. _ .k • � 1 r , :� - _ PERMfT# BU SERVI— CSS a� F- ® R R, CQ. IANCE x r - DATE 3Y �G W • • • • '-Per NEC 705.10, Point of Connection, Located On Main Q . 't p y Service Panel = rn •' r Ln CAC �.Y. PHOTOVOLTAIC �. .. ... L!1 LU Ol. DISCONNECTN Y 0 U FOR • Z L_: O OPERATION _j LU 0 .-i .• 1 ����'U Q - T ' SCALE . •`_NTS' - Per NEC 690.14, Disconnection means at the single AC t g '. DATE MODIFIED 05/22/2017 Disconnect or Main Breaker.' -- DATE CREATED " ♦.- _ 10/09/2014 -1 .+� DESIGNER: SOLAR • '• 1. SHANER , - CONSULTANT: —♦LHARCK • • NOT• SHEET Solar breaker label @ any breaker passing .Bi -Directional Power -PV -3.1 - LABEL ` DIAGRAM c ' 10 - 00 S u1 M `0 M N C O i/ 01 Ln Q — m o _ Lu Q W C rN Q Z v I.,1 O � : r cl ,I v a LL v -, ® N W , ®VTI Im r C t U! t > 4 STRINGING LAYOUT' . Ar rERMII 't V o BUTTE.000NTY EVELOPMENTSERV IC [ O lD N N -1N 1 -. -1 0 00 -1 1 O m Ln oo O M r bo n 1.0 00% O N N N N N N M rM g , M �M t ODELe 12•�� ®MPLIAN F,.. ^- 1 — I I • - BY DATE ts•' _ 8'-5° a .°,�,�. G•'. Q fir,• .1 .G.0000op rn n N ^' ".ir. try o , - '�',: ; .. - ;1r. !• ! i- :, w,:; L , 0 •'y'' Ql -iT ! V uj U ^ b' O Z. LJJ 0 r4 .f ' . F. +f -- oC lD U Q •i :.�; t y•. a c SCALE ' .. 1/4"=1'-0' (1:96) DATE MODIFIED ' .. z' - r • .. i! ° 05/22/2017 - - - DATE CREATED OIL , - C- - - 10/09/2014 DESIGNER: - • . Il .. . J. SHANER i CONSULTANT: LHARCK .I 0-.� .• SHEET - ;. . ti •, } ' t ,, �-+ N NBoPV-4.0 - w �. - RAI L- LAYOUT " STRINGING & RAIL LAYOUT' ' ' SRI Rp 1 1/2" HOLLAENDER "T", TYP. i AN REVISION HORIZONTAIL 0. S4 1 Z PIPE TYP. E 1 _ r �/ • ' HORIZONTAIL PIPE, TYP.' i� PRO SOLAR,RAIL 0 STANDARD U -BOLT... - 3 1 PRO SOLAR RAIL �, ^ O C \F0� _ A _ • 1 1/2" HOLLAENDER "T", TYP ». - 1/2" POST, TYP. 1 1/2'.' POST, TYP. - - �• .. r +^ 170 • r DETAILA• Y �' ;' 4' DETAILS �� • ` STRU T• L O�+NLY,: o• I SOLAR MODULES PER PLAN �. • \\`� v I NCI; S S O V A'T E S 00 T m m r PRO SOLAR RAIL A N c r61ruclural&i 1ir2eers• - a, O, o m .v Y ti'. -{ k 1 -- - HORIZONTAIL PIPE:' �_ _ - ``\• In o o• E ' 1Q,-6' 1 1/2" DIA. SCHED. 40 '�►�` 175 . 96.210 ROAD ITE 103 TH SAND OAKS, A.91360 _ GALV. PIPE, TYP. U. N.O. P - 80 496.2100 f - 805 496.244$ p- m N V a , , ,•, /i 1 1/2" HOLLAENDER "T" TYP. ; ��` . i a .LL. 2.9 ±5'-4 **MAX HEIGHT 6'-0" E 200 POSTS: y r _ _ ' Q E .. ±2'-3" 1 1/2" DIA. SCHED. 40 W vTi GALV. PIPE, TYP. U.N.O. m - SEE FOOTING r DETAIL v } s - s' .T 18 8'-0" MAX a TOLERANCE: XX' -X" ±6" y' SECTION VIEW ' BACK OF ARRAY VIEW PIER FOOTING DETAIL ALTERNATE PIER FOOTING DETAIL ALTERNATE SEMI -CONTINUOUS FOOTING ALTERNATE SEMI -CONTINUOUS FOOTING AT BEDROCK DETAIL _ ^. ±24" DIA. � - - - O1 g' 0" MAX - r -I 8 0 MAX - .. ±16" DIA. TYPICAL POST I -- --- ---- ---- ---- -- ----- - PER FOOTING z Ln TYPICAL POST Ln PEIR FOOTING o-- -- r - -- �- T --- Q o y w ,.. FT w F 12'-0" MAX r _ _ 12'-0" MAX #S CONT. (2) #5 CONT. 06 ro N } TOP & BOTTOM - . w k 2 ^ O (FOUR TOTAL) !' , . `* -TOP &BOTTOM - F_ p T TOP VIEW ` TOP.VIEW TOP VIEW' (FOUR TOTAL) •.. Y '� cn � TOP VIEW �,� V o u, b:. - . ` .. ' {': 6... TYPICAL POST . , Z ' - TYPICAL POST:., w z- - x OPTIONAL^12"x12'x6" x. - T ` TMP' 3/8" DIA.`M.B. THRU POST O 2 a _ - - TYPICAL POST , " PEDESTAL AT COLUMN r r, -� », .�` ' TOP & BOTTOM U Q AT BOTTOM OF FOOTING t_ SCALE (FOUR TOTAL) . - NTS ♦ i i #3 TIE AT PEDESTAL' - r t 11, .o' ,t x DATE MODIFIED . n` _ 1 I - Q 05/22/2 ,7 •• - . I I {' .,- - n -, - ♦ I I 00 DATE CREATED 0 TYPICAL POST �� BEDROCK r y (2) #5 CONT.' 10/09/2014 I p—,i r TOP & BOTTOMY f; DESIGNER: rvi J. + I (FOUR TOTAL) I _ ,• CONSULTANT: ANER 16 DIA. PIER.FOOTING I1 , +' ±24" DIA. x' # ,';� 'I o•I r Ii1 LHARCK ' a. _ a' I +I + U SHEET II: PIER FOOTING •-1� ---- - O G• d- 2 # x ' 5 18" LONG REBA , - x PERMff # u 1'—g" EMBED 6�N_T_0 BEDROCK R 3/8 DIA M.B.THRU POST BUTTE CO Ifizo T124CA,�: PV -5.0• AT BOTTOM OF FOOTING`' FOOTING SIDE VIEW SIDE VIEW SIDE VIEW - REQ/ I EWED FOR _IDE VIEW LAYOUTw mo ` CODE U DATE I,z a, • c-7 By .. ' Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buttecou nty.net/dds www.buttegeneralplan.net ADMINISTRATION " BUILDING " PLANNING MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in place during construction. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program neecs to be developed to insure the continued effectiveness of your BMP's. K:\BUILDING\201 ]\Approved forms\Res Green Bldg: forms\Erosion & Sediment Control Measures.doc Drain Inlet Lot t Lot 2 Lot 3 Gravel filled bags or wattles with fitter fabric over grate House Storm drain Sidewalk Gravel filled bags with filter fabric Street to be clean and free of any materials from the site Waddles all around lot Waddle over night or, silt fence (depending on slope) Imbed silt fence min 6 inch below 0 0 0 o ground surface 0000 0000 0000 Rock cleonoff area 0000 000 0. 0000 ❑000 Storm drain Sidewalk Gravel filled bags with filter fabric Street to be clean and free of any materials from the site V I N C I ASSOCIATES cSfrucfura/ 6nyineers May 23, 2017, ��H� ii►� °d °`�' r;,�4 ! !a t ,�,... .. n• i� xl)3'=3;(! kK, -023,, Alternative Energy. Systems t 13620 Hwy 99 Chico, CA 95973 ibr31/2 111, Subject: Review of minimum footing requirements ' Project: (32J Module Photovoltaic Groundmount Installation (1 Array) Keith and Meghan Rollins ' 61 Elite Dr, Chico, CA 95973 V&A Project: No. 12-3457 'The purpose 'of this rePport is to provide a sitespecific analysis of the minimum footing requirements for the photovoltaic array groundtrac installation at 61 Elite Dr. ' in Chico, CA 95973. Based upon.our review of the 1 Photovoltaic Array, installed 4 modules high and 8 modules wide. The PV Array shall have a transverse spacing of approximately 8.42 feet on center and a longitudinal spacing of 8.00 feet maximum. Based upon a wind speed of 110 mph, Exposure C, it was determined that the minimum required footing depth; is ' 25 inches minimum below grade for a 16 inch diameter pier footing. An alternate footing 16:inches"minimum below grade for a V-9" wide continuous footing with a post ' spacing of 8.00A longitudinally. An alternate footing.18 inches minimum below grade for a 24 Inch diameter pier footing. Footing sizes are based upon the worst case loading due to horizontal and vertical wind loading. 'Refer to attached calculations and details for additional information. ' Our professional serviceshave been performed using the degree of care and skill ordinarily; , exercised under similar circumstances by reputable engineers practicing inthis locality. No ' ' other warranty, expres or implied, is made as to the professional options included in this • report. We hope p vides you with the information you need at this time. Please call: us if you have a e ons regarding this report. Ess4�,BUTTE COUNTY Sincerely S\1,1 R4 p`Y VINC AS IATES ����, ' BUILDING DIVISION No. S4411 z APPROVED P. -12/31/17 Ja Vinci, S.E. rqr IRUC UR1�-* t!�►� = 1 bte`� ' rise No. S-4411 F iO4 TTE COUNTY DEVELOPMENT SERVICES REVIEVVE® FOR - CODE COMPLIANCE GATE. GL `c Z - C 7 . BY .175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360• ' p 805.49672100 f 805.496-2442 • . 6 vinci@vincise.com ' DATE: 5/23/2017 VINCI & ASSOCIATES SHEET:. Al PROJECT: Keith and Meghan Rollins 61ruclura/ CagMeers JOB NO.: 12-3457 61 Elite Dr 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV - Chlco, CA 95973 p805.496.2100 • f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN DATA: ' WIND DESIGN CRITERIA: BASIC WIND SPEED 110 mph ' WIND EXPOSURE = C GROUND SNOW LOAD = 0 psf SOLAR MODULE ARRAY DATA - Sloped Dimension of Array = 174, in Angle of Array = 20 degrees Slope of Array: = 4.10 :12 No. of Modules in Transverse Direction — 4 ' No. of Modules in Longitudinal Direction = 8 Y Total No. of Modules in Project = 32 Transverse Post Spacing = 8.42 ft Longitudinal Post Spacing = 8.00 ft Number of supports - Transverse Direction = 2 Diameter of Pier Footing = 16 in Number of Arrays = 1 Array Uniform Load = 2.8 psf SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC) Allowable Soil Bearing Pressure = 1500 psf. Allowable Soil Lateral Bearing = 200 pcf ' Allowable Shaft Skin Friction = 200 pcf i 1 AAPROJECT Kedh and Meghan Rollin"s PAGE:.A2 CLIENT 61 Elite Dr Chico CA95973 DESIGN BY: JRV JOB NO.. 15-3457 DATE : 05/23/.17_ REVIEW BY -- Wmd+Anal sts-fob Q en Structure Sola `Panels !Basedlon A$CEl7 201`0' Y ��� P=1e a� L r� / 2016 CBC. INPUT DATA WIND TO BOTTOM, 7 = 00 WIND TO TOP, y = 180° Exposure category (B, C or D) CASE CNw CNS C+Nw CNS CNw CNS CNw CNS = G A Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 -1.60 Basic wind speed (ASCE 7-10 26.5.1) V = -110 mph Topographic factor (26.8 & Table 26.8-1) K,, = 1:00 Flat Height of mean roof h = 5 ft Roof slope -19.94 4. T0; : 12 Roof length L = 10 ft Roof horizontal projected width B = 10 ft Effective area of component / cladding A -2.16 -0.16 DESIGN SUMMARY 1. Main Wind -Force Resisting System Max horizontal force / base shear from roof Max vertical download force Max vertical uplift force Max mcment at centroid of base from roof 2. Component and Cladding Elements Max inward pressure Max net outward pressure ANALYSIS Velocitv pressure V. W-• = 1.04 kips + -' -0.10 kips (eave & columns increasing) E 1.15 kips = 3.05 kips 2.81 kips 9.09 ft -kips + '0:91 ft -kips (eave & columns increasing) E 9.99 ft -kips = 76 psf 81 psf qh = 0.00256 Kh K=t Kd Vz = ' 22.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 h = height of mean roof = 5.00 ft Main Wind -Force Resisting System (Sec. 27.4.3) p=ghGCN F=pAr where: G = gust effect factor. (Sec. 26.9) = 0.85 0 = roof angle = 18.88 degree < 45 deg. [Satisfactory] A, = roof actual area. = 52,8 f?, windward = 52.8 ft2, leeward CN = net force coefficients. (Fig. 27.44, page 267) Check Fig. 27.4-4 limitation h / B = 0.50 within (0.25 , 1.0] [Satisfactory] 0 WIND TO BOTTOM, 7 = 00 WIND TO TOP, y = 180° CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED CASE CNw CNS C+Nw CNS CNw CNS CNw CNS A -1.21 -1.46 -1.31 -1.60 1.51 1.70 0.45 -1.05 p s -23.03 -27.68 -24.86 -30.50 28.67 32.41 8.59 -19.94 18.88 F kips -1.22 -1.46 -1.31 -1.61 1.51 1.71 0.45 -1.05 B -2.16 -0.16 -2.20 -0.76 2.01 0.65 1.25 -0.14 s -41.07 -2.95 -41.92 -14.37 38.18 12.40 23.81 -2.75 F kis -2.17 -0.16 -2.22 1 -0.76 2.02 1 0.66 1 1.26 1 -0.15 1 DATE: 5/23/2017 VINCI & ASSOCIATES SHEET:^ A3 PROJECT: Keith and Meghan Rollins 61niclrrraf (inq veers JOB NO.: 09-3457 61 Elite Dr 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV ' Chico, CA 95973 P 805.496.2100 • f 805.496.2442 • e solar@YnciSE.com CLIENT: Alternative Energy Systems FOOTING DESIGN - PV Sloped Dimension: 174 in �` ATYPICAL ARRAY PV Array Angle: 20 degrees Post Spacing: 8.00 ft t No. of Supports: 2 Footing Diameter (d): 16 in MAXIMUM VERTICAL FORCE: 3.05 k / (10.0 x 10.0 ) = 30.54 psf x 0.6 = 18.32 psf ' y MAXIMUM UPLIFT FORCE: 2.81 k / (10.0 x 10.0 ) = 28.14 psf x 0.6 = 16.89 psf ASD Factor GROUNDTRAC SYSTEM CAST INTO EARTH ' Maximum Vertical Load: (Worst Case: DL + Wind) - P = 0.75 18.32 psf + 2.8 psf DL + 0 psf snow - 21.12 psf P = 21.12 psf x ( 164 " /12"/ft) x ( 96.0 " /12"/ft) = 2302 lbs for 2 Supports P = 1151 lbs/footing Try 16" diameter footing Soil Bearing = 1151 / (p x 0.67) _ •824.9 psf << 1995 psf 1500 psf x 133 (CBC Table 1806.2) ' Maximum Uplift Load: Therefore O K. P = 16.89 psf - 2.8 - psf DL = 14.09 psf P =- 14.09 psf x ( 164 " /12"/ft) x ( 96.0 " /12"/ft) = 1535 lbs for 2 Supports ' -P = 768 lbs/footing Try 16", diameter x 25 " footing Allowable uplift =, Concrete DL+ Soil Cohesion ( 200 psf x 1.33) per CBC Tatle 1806.2 r [ (-A x (d/2)2) x 150 pcf x 2.1 ft I + [ (7t x d) x 2.07 ft x 266 psf] = 2739 lbs Design Ratio = ( 2,739 lbs / 768 lbs) = 3.6 Therefore OX. t - DATE: , 5/23/2017 VINCI & ASSOCIATES SHEET: A4.1 PROJECT: Keith and Meghan Rollins c In dural (5aq aeers JOB NO.: 07-3457 61 Elite Dr 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: SRV Chico, CA 95973 P 805.496.2100 • f 805.496.2442 • e vinci@UnciSE.com Check Stiffness of Posts Properties of Post: Size: 1.511 2.5 " (pipe = 0.31 1.53 hx (ft) Size rpipe = 0.623 0.947 Apipe = 0.799 1.7 3.0 " galy schedule 40 pipe 3.02 in 1.16 in Epipe = 2.23 int F = POST HEIGHT Column STIFFNESS % OF LD FORCE TO POST hx (ft) Size K = 3E1 / h3 N pool (lbs) 1 2.25 ft 1.5 " 1.370 95% 131 lbs 2 6.00 ft 1.5-1 0.072 5% 7 lbs 52 Sum: 14518 lbs 1.442 2 138 lbs Check Slenderness of Posts K = 1.2 29000 ksi 138 lbs 0 POST HEIGHT Column SLENDERNESS per AISC Allowable Load Actual Load h (ft) Size KI / r Fa (ksi) FALLOW (lbs) FPOST (lbs) 1 2.25 ft 1.511 52 18.17 14518 lbs 711�Ibs 2 6.00 ft 1.5 " 139 7.73 6176 lbs 1'423.Ibs THEREFORE O.K. Sum: 190.690 0 1 DATE: 5/23/2017 VINCI & ASSOCIATES SHEET: A4.2 PROJECT: Keith and Meghan Rollins 61rucfura/ (inymeers JOB NO.: 09-3457 ' 61 Elite Dr 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Chico, CA 95973 p805.496.2100 - f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems 1 DESIGN OF PIER FOOTING & POST CHECK _ POST'_ ' Post Spacing: 8.00 ft Number of Columns: 2 Horizontal Load: 6.9 psf Exposed wind surface 3' ft ' -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1805.7.2.1) d = (A/2) (1 + ( 1 + (4.36h/A) )".5)) A = (2.34 * P) / (S1 - b) 1 .P P = 131 lbs (SEE A4.1) h = 2.25 ft (Max Height) 1 S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b. = 16 in (diameter or diagcnal of square) r i. '. d 1 GOVERNS >>> Try d = (ft) S1 @ (113)d (psf) A Calc d (ft) 1.07 126 1.817 3.21 1.32 156 1.473 2.77 1.57 186 1.238 2.47 1.82 215 1.068 2.24 2.32 274 0.838 1.91 ' DESIGN COLUMN Mcci = Ph = 295 ft -lbs Scd = •' MM., / Fb 0.15 in 3 Fb = 0.66 x 35,000 psi - ' »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in' with 16 inch diameter x 25 inch MIN. deep concrete footing. DATE: 5/23/2017 VINCI & ASSOCIATES SHEET: A4.3 PROJECT: Keith and Meghan Rollins c3iruclura/ 6nyrneers JOB No.: 09-3457 61 Elite Dr 175 E. WILBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 ENGR.: JRV Chico, CA 95973 p805.496.2100 • f805.496.2442 - evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN OF PIER FOOTING & POST CHECK POS1Tf2 Post Spacing: 8.00 ft Number of Columns: 2 Horizontal Load: 6.9 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1805.7.2.1) P d = (A/2) (1 + ( 1 + (4.36h/A) )^.'5)) i d GOVERNS >>> 1���3►�d�I��L4I► P = h = S1 = b = A = (2.34*P)/(S1 *b) 7 lbs (SEE A4.1) 6 ft (Max Height) 266 psf/ft x (d/3) (includes 1.33 increase for wind) 16 in (diameter or diagonal of square) Try d = (ft) S1 @ (1l3)d (pS0 A Calc d (ft) 1.07 126 0.096 0.84 1.32 156 0.078 0.75 1.57 186 0.065 0.69 1.82 215 0.056 0.64 2.07 245' 0.:050. 0.59, 2.32 274 0.044 0.56 Mc, = Ph = 41 ft -lbs S., = Mco, / Fb = 0.02 in' Fb = 0.66 x 35,000 psi »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in with 16 inch diameter x 25 inch MIN. deep concrete footing. DATE: 5/23/2017 VINCI $ ASSOCIATES 'SHEET: A4.2 PROJECT: Keith and Meghan Rollins 61ruclura/ (5nyineers JOB NO.: 09-3457 61 Elite Dr 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91380: ENGR.: JRV Chico, CA 95973 p805.496.2100 - f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems 1 DESIGN OF PIER FOOTING & POST CHECK POST 1 Post Spacing: 8.00 ft i Number of Columns: 2 Horizontal Load: 6.9 psf Exposed wind surface 3 ft _ -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: t (CBC Section 1805.7.2.1) d = (A/2) (1 + ( 1 + (4.36h/A) )11.5)) A = (2.34 * P) / (S1 * b) 1 P P = 131 lbs (SEE A4.1) ' h = 2.25 ft (Average Max) S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b = 24 in (diameter or diagonal of square) ' d r GOVERNS >>> Try d = (ft) S1 @ (113)d (Psf) A Calc d (ft) 0.51 90 1.694 3.05 0.76 .135 1.137 2.33 1:01 179 0.855 1.94 1.26 223 0.686 1.68 268: 0.572. '' 1;.5Q, L1a 1.76 312 0.491 1.37 DESIGN COLUMN M., = Ph = 295 ft -lbs S., = Mc I / Fb' = 0.15 in3, Fb = 0.66,x 35,000 psi• ' »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in with 24 inch diameter x 18 inch MIN. deep concrete footing., 1 . DATE: 5/23/2017 PROJECT: Keith and Meghan Rollins 61 Elite Dr Chico, CA 95973 CLIENT: Alternative Enerc VINCI & ASSOCIATES SHEET: A4.3 cSlruclura/ (Snyineers ,JOB NO.: 09-3457 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV p805.496.2100 • f805.496.2442 - evinci@VinciSE.com DESIGN OF PIER FOOTING & POST CHECK Post Spacing: 8.00 ft Number of Columns: 2 Horizontal Load: 6.9 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1805.7.2.1) P d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) P = h = S1 = h b = r d GOVERNS >>> A = (2.34 " P) / (S1 - b) 7 lbs (SEE A4.1) 6 ft (Max Height) 266 psf/ft x (d/3) (includes 1.33 increase for wind) 24 in � (diameter or diagonal of square) Try d = (ft) S1 @ (113)d (psi A Calc d (ft) 0.51 90 0.089 0.81 0.76 135 0.060 0.66 1.01 179 0.045 0.57 1.26 223 0.036 0.50 1.51' 268 0.03,Q 0;46: 1.76 312 0.026 0.42 DESIGN COLUMN M.I = Ph = 41 ft -lbs S.i = M.I / Fb = 0.02 in Fb = 0.66 x 35,000 psi »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in with 24 inch diameter x 18 inch MIN. deep concrete footing. DATE: =/ 5/23/2017. - V 114 C 1 & A S S O 'C I A T E S SHEET , A4.2 i A. Calc .d (ft) cslruclura/ Cnr jneers ' • PROJECT:, Keith and Meghan Rollins- •' ,.r - - ., , `JOB No.:, 09-3457 ; N 61 Elite Dr �'=, f175 E. WILBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 ENGR.: JRV r ' - Chico, CA 95973 1 p 605.496.2100 - f 805.496.2442 • e %incl@VinciSE.com - y - CLIENT: Alternative Energy Systems t: ' DESIGN OF "PIER FOOTING & POST CHECK POSTT 1 - . .8 2.22 ' Post Spacing: 0,0+ �ft' «<'REDUCED_ aP0$TSPACING; .` ; �, S 0 ' 'Number of Columns: '., '2 1.75 • Horizontal Load: 6.9 °psf; 227 Exposed wind surface -3 ft 1.48 {28,1" -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: 130 • . ,' (CBC Section 1805.7.2.1) ». 0.379 1.17 -d, =(A/2)"(1 +#( 1 + (4.36h/A) )^.5)) A = (2:34 " P) / (S1 ` b) . . . 131 lbs (SEE A4.1) t. -h!2.25 ' ft (Average Max) = S1 266 psf/ft x (d/3) (inCILdes t { 1.33 increase'for wind) ' h. b 29 in ,+' (diameter or diagonal of square) - 4 d GOVERNS »> Try d = (ft) S1 @ (1/3)d (PSf) A. Calc .d (ft) 0.31;. 66 1.909 3:32 0.56 120 1.057 2.22 ' 0:81... 174 0.731 1.75 1.06, 227 0.558 1.48 {28,1" Q.452 130 1.56 334 0.379 1.17 ' DESIGN COLUMN':` 4, M.i = Ph = 295 ft -lbs - },` • ' • fi t ..M - r i ,..Scor t:' . Mcol / Fb ` _ 0.15 Ina '•, r Fb ='0.66 x 35,000 >>>. USE: _ 1-1/2" Schedule 40 Pipe S - 0.33in3 ,with 21 inch wide x 16 inch MIN. deep continuous concrete footing. ¢.. }• r r DATE: 5/23/2017 VINCI & ASSOCIATES SHEET: A4.3 ' PROJECT: Keith and Meghan Rollins 61rucfurai 6nyineers JOB NO.: 09-3457 61 Elite Dr' 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV ' Chico, CA 95973 p805.496.2100 - 1`805.496.2442 - e vinci@VinciSE.coni CLIENT: Alternative Energy Systems DESIGN OF PIER FOOTING & POST CHECK Post Spacing: 8.00 ft ' Number of Columns: 2 Horizontal Load: 6.9 psf Exposed wind surface 3 ft ' -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1805.7.2.1) _ P d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) 14 d GOVERNS >>> P = 7 h = 6 S1 = 266 b = 29 A = (2.34*P)/(S1 *b) lbs (SEE A4.1) ft (Max Height) psf/ft x (d/3) (includes 1.33 increase for wind) ' in (diameter or diagonal of square) Try d = S1 @ (1/3)d A Calc d (ft) (psf) (ft) 0.31 66 0.101 0.86 0.56 120 0.056 0.63 0.81 174 0.039 0.52 1.06 227 0.029 0.45 1.56 334 0.020 0.37 DESIGN COLUMN MCoI = Ph = 41 ft -lbs Scoi = Mcol / Fb = 0.02 in 3 Fb = 0.66 x 35,000 psi ' , »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in ' with 21 inch wide x 16 inch MIN. deep continuous concrete footing. Design -Driven Advantages #1 module aesthetics and efficiency' Unmatched module reliabilityz No electrolytic capacitors 25 -year Combined Power and Product Warranty Maximize Value for Roof Size system for roof, not string inverter Optimize performance of each module Expand Deployment Options Complex roofs and partial shading Small systems System expandability Simplify & Speed Installation Factory -integrated microinverter Robust, double -locking AC connectors Design Flexibility offsite and onsite No DC string sizing process Fewer installation steps than competing systems Intuitive commissioning Component of Complete System Built for use with SunPower® InvisiMount1m and the SunPower Monitoring System Superior system reliability and aesthetics ® SERIES Optimize System and Installation Efficiency SunPower" AC Modules, which include a factory -integrated SunPower microinverter, provide a revolutionary combination of high efficiency, high reliability, and module -level DC -to -AC power conversion. Designed specifically for use with SunPower InvisiMountm and the'. SunPower Monitoring System, SunPower AC Modules enable rapid installation, best -in -class system aesthetics, and intuitive visibility into system performance. All this comes with the best Combined Power and Product Warranty. sunpower.com t , firerOW"wFory n l SPRA21-345{-AC SPRA21-335{-AC Nominal Power3(Pnom) 345 W 335 W j Power Tolerance +5/-0% ••+5/-0% Avg: Panel Effliciencya 21.5% 21.0% 'Temp. Coef. (Power) -0.30%/1 C Shade Tolerance '' ti J Three bypass diodes Integrated module -level maximum power point tracking t , firerOW"wFory n Output @ 240 V (min./nom./max.) Output @ 208 V (min./nom./max.) • 211/240/264 V 183/208/229 V Operating Frequency (min./nom./max.) 59.3/60.0/60.5 Hz Output Power Factor (miri.j 0.99 AC Max. Continuous Output Current @ 240 V AC Nlax. Continuous Output Current @ 208 V 1.33 A 1.54 A AC Max. Cont. Output Power 320 W DC/AC CEC Conversion Efficiency 96.0% Max. Units Per'20 A Branch Circuit @ 240 V Max. Units Per 20 A Branch Circuit @ 208 V 12 (single phase) 10 (two pole) 17 - - IEEE 06 iRpilimagm Operating Temp. -40° F to +185° F (-40° C to +85° C) Maz. Ambient Temp. '122° F (501, C) Max: Load"' Wind: 62 psi, 3000 Pa, 30.5 ka/m2 front & back Environmental Snow: 125 psf, 6000 Pa, 611 kg/m2 front '. Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 , Frame M. F • Solar Cells 96 Nlonocrystalline Ivlaxeon5 Gen III Front Glass High -transmission tempered glass with anti - reflective coat ng Environmental Outdoor ratec Rating IEEE 1547.1 . Frame Class 1 black C:nodized (highest AMNIA rating) Weight 45.5 lbs (20.6 -<g) Max. UL 2703 List=d when installed with. Recommended 1.3 in. (33 mn-.) Module Spacing Class A Fire dated when installed with* F t J • enables installation in accordarice with NEC 690.6 230 mm . (11.02 inj • 1107 mm Fm (43.6 inj 1046 mm – f41.2 in] e� . 30 irm (1.2 inj Iriighest of over 3.200 silicor, solar panels, Photon Module Survey, Feb. 2014 2=1 rank in W.Mcdule Durability Initiative Public Report," Fraunhofer CSE, Feb 2013. <<=4ve out of the 1558 mm c top eight largest mar-Aaccurels were tested. Campeau, Z. et al. "SunPower Module Degadation Rate,- �— (61.3 in] Sun?ov,erwhite paper. =eb 2013, ice •nawvsunpcweccom/facts for details. Standard Test Conditior (11x0 W/mz irradiance. A,\,I 1.5, 25° Q. NREL ralibrabon standard: SOMS current. FF and voltage. All DC voltage is fully cortained within the module. Please read the safety and installation instructions for details. 'Eased on average of measured power values durirg production. See wvnvsurpwver.corNfacm for more reference information. 1 For more details, see e •:tended datasheet:,, �wN.sunpowel.com/datasheea. Document r 515215 Rev 8 /LTR US &ar'e Su .Power.Corperation. All ri.-hts reserved. Sui\IPOwER the SUNPOWER logo MAxEON and hVVISIMOUNT x •; a demarks oorregistered trademarks ofSunPower orporauon m [hU.S. and othercountnes as rJelU Mcations included in this datasheet are subject to change without nonce. v �� rda ., • Warranties25-year limited power warranty 25 ear limited product warranty UL 1741, inc!+!ding compliance with applicable requirements of IEEE 1547 and IEEE 1547.1 . AC module Type 2 Fire Rated { UL 2703 List=d when installed with. InvisIP/IOuntr' Certifications Class A Fire dated when installed with* Invisiivlounc' and when distance between roof surface and bottom of SunPower s module frame is3.5"(8.89 cm) . Alternating Current (AC) Module designation . , ( PID Test Potential -induced degradation free t' t J • enables installation in accordarice with NEC 690.6 230 mm . (11.02 inj • 1107 mm Fm (43.6 inj 1046 mm – f41.2 in] e� . 30 irm (1.2 inj Iriighest of over 3.200 silicor, solar panels, Photon Module Survey, Feb. 2014 2=1 rank in W.Mcdule Durability Initiative Public Report," Fraunhofer CSE, Feb 2013. <<=4ve out of the 1558 mm c top eight largest mar-Aaccurels were tested. Campeau, Z. et al. "SunPower Module Degadation Rate,- �— (61.3 in] Sun?ov,erwhite paper. =eb 2013, ice •nawvsunpcweccom/facts for details. Standard Test Conditior (11x0 W/mz irradiance. A,\,I 1.5, 25° Q. NREL ralibrabon standard: SOMS current. FF and voltage. All DC voltage is fully cortained within the module. Please read the safety and installation instructions for details. 'Eased on average of measured power values durirg production. See wvnvsurpwver.corNfacm for more reference information. 1 For more details, see e •:tended datasheet:,, �wN.sunpowel.com/datasheea. Document r 515215 Rev 8 /LTR US &ar'e Su .Power.Corperation. All ri.-hts reserved. Sui\IPOwER the SUNPOWER logo MAxEON and hVVISIMOUNT x •; a demarks oorregistered trademarks ofSunPower orporauon m [hU.S. and othercountnes as rJelU Mcations included in this datasheet are subject to change without nonce. v �� rda ., i HEX BOLT m HEX BOLT 1 m END CLAMP CHANNEL NUT m CHANNEL NUT CD HEX BOLT. CHANNEL NUT ` WEEB LUG f-PROSOLAR RAIL PROSOLAR RAIL DETAIL a G r,,�0und._T...ra_c__. _. .The Original'',"Top_ Down" PV'M,ounting,System, for Ground Applications Benefits of GroundTrac® Patent#6,360,491 L • Industry's preferred low cost and easiest to install ground mount system - Used for kW to Multi -MW projects • Patented ground mount system ships from, available stock • Proprietary Drop -N -Lock rail insert drops in and locks ProSolar GroundTrac® rails in place • Over 10 years of ProSolar's proven design • Pre-engineered and tested for easy permitting • No cross -bracing required t` Uchpq Fi l '-, tJ r .. . �y,� i. r., . '' ,•.,,, 4f � ''tee• �' `�` i ' _� �. ' . w`��''f �• �" 1. ��.> professional r .- `.� .e +�' ,:'�ry'��" 7�'t-���..� : _� �..;-�• �1 , .=4 �.�4. SOLAR C"71 �� '3Ji, ucts,prod�E �. .f'; . �f +r. , �{.. r,ri+�. _ r-� �;s�y,��'` r ��4 si�"it Tyr-��• ,�a�.f� � , s +.^" '�± � ""�" +Ca•L"' � � ki.�=+u.. � a�'`.''. l.`...�'^'oma,-.-.s...c..,..7._...�,P- i Below iiia Nil r'�"`-tom• ��� s.... 'a � �.c r 3„ Min}./, . _ . •�'+, . _ rlf' 'I j Distancedepends * on tilt angle •, (see angle chart) F.� ("see engineering chart)i f •� � f —�- Assemble re -usable grade stakes (ProSolar metal grade stake kit shown). Recommend 2"x 4" vertical support. Dig footings. Use '/z//, drill bit and 9/16" socket to attach grade 1 Lateral (left to right) footing spans stake kdto 2" x 4". Attach 1" x 4" wooden horizontal listed -on page 4 (bottom)-. Front to support using 3-1/2" (min.) C -clamps. Grade stake kit rear footing spans listed in angle includes: 24" threaded metal stake, aluminum spacer charts on page 4 (top). Refer to block, bolt and washer. engineering reports for footing specs. w - - OPlace horizontal 1-1'/2// schedule 40 galvanized, water pipe with slip-on Hollaender® Tees. Adjust C -clamps as necessary to level pipe. 11 I II I 2// ®Measure vertical pipe lengths, allowing 2" (min.) from bottom of footing to avoid pipe contact with moisture. M al pipes into ten lower tee set screw. Center pipes in footings by sliding left or right. Pour or pump mixed concrete into footings. �F `Rest rail on top of horizontal. pipes..Run.string level, --------- on - s on top or bottom to align tops of support rails.Y, K_ —,Fasten.rail.in,place,bySusingiGroundTrac@ drill guide fzy- -=—_:: --al 6ng top ana•bottom,of horizontall pipes. Drill U -bolt locking holes �inkplace: Leave at least one drill' guide attached a.fter`arilling to keep rail) in place. i Al 1^2' Min. Install at least . one rail every 10" for proper pipe spacing. Q GroundTrac@ Drill Guide Base and Drill Bit. Insert U -bolt into locking rail holes and place Drop -N -Lock insert into the rail. Remove remaining drill guide and proceed with other rails. Remove grade stakes. Tighten all tee set screws to 17 ft -lbs with torque wrench. Install remaining rails, evenly tightening U -bolt nuts. A Pre -assemble clamping hardware and install solar modules and EZ rail endcaps. Install 1-1/2" plastic pipe endcaps for schedule 40 pipe as necessary. OCompleted installation. AC Circuit Ampacity Calculator ' Meter #:.°71008112713`_ Customer Name: ROLLINS MEGHAN & KEITH Location 61'ELITE•DR CHICO, CA 95973 ° Wire Note: AC -1 ._r Description: AC MODULES TO AC DISTRIBUTION PANEL "' •} Wire Calculation �. 7 .H ;3.j�.4 kWatts _ 2,40 VAC Split Voltage Configuration - TRUE TL Inverter? .. . . 0 Minimum Wire and Conduit Size based on Voltage Drop and Ampacity 10 Minimum Ground Size Based on NEC - 24 39 A-_ Minimum Ciruit Breaker/Fuse Size . 10 Actual Ground Size Based on NEC ' - • . 24.39 A Ampacity After Derate., 10 Wire Size Based on Ampacity =� 30 A 0.992 % of Voltage Drop 10 Wire Size Based on Voltage Drop' 30 A ' • r. - f 116 A. Circuit'Ampacity 1 Factor j :,1Y Phases _ ,0:656 Conditions of Use Derate Factor } • _ - _ - �- °; 24.39 A Minimum Conductor Ampacity Based on Conditions of Use 20.00 A Minimum Conductor Ampacity Based on 1.25 Rule Conditions of Use 777 =� .0:656 Derate Total 'S0 °C Temp Coef (ambient +Sunlight) 122 OF 0,82 Derate , 50 °C Ambient Temp - 122 OF r none Sunlight Exposure 4 32 °F 0 °C Temp adder 6 Number of Current Carrying Conductors' : = 0,8 Derate applied to Temp Coeficient Voltage Drop ,Allowable Tolerance (Solar Generation 1,%`,Distribution 3%)' -240 V Circuit Voltage _ _ 16 A Circuit Amps 1 24 Resistance 60 ft One Way Distance ' ,:10 " ]Wire Size .0:992 % of Loss Conduit Size (Conduit•Fill Can"Not-be:more than 40%) '_ - - - _ -- EMT Conduit Type-_. _: _-- 016- Wire Size Diameter " yp - -- — = meter r 26% Conduit Fill percentage _ 3/4 Conduit Size 0:16 Ground Wire Size Diameter Q 533 Conduit Internal Diameter - 600 V System Voltage _ - THWN-2 Wire Type +, AC Circuit Ampacity Calculator Meter #: - 1008112713 .: Customer Name ROLLINS, MEGHAN & KEITH Location. 61ELITE DR. , C _ICO, Wire Note: AC -2 Description: AC DISTRIBUTION PANEL AC DISCONNECT Wire Calculation t V z T� 10.24 kWatts " 240 VAC r Split Voltage Configuration TRUE TL Inverter? r 1�6 Minimum Wire and Conduit Size based on Voltage Drop and Ampacity JMinimum Ground Size Based on NEC 53:33 A Minimum Ciruit Breaker/Fuse Size 6 Actual Ground Size Based on NEC 53.33 A' Ampacity After Derate- 8 Wire Size Based on Ampacity 55 A , ' -0.8242 % of Voltage Drop _ 1� Wire Size Based on Voltage Drop ; '170 A - 42.667 A Circuit Ampacity, 1 Factor F ; 1 Phases t - -0.82 Conditions of Use Derate Factor - Y 52.631A Minimum Conductor Ampacity Based on Conditions of Use 53:33 A Minimum Conductor Ampacity Based on 1.25 Rule Conditions of7 7 •:, - 0.82 Derate Total S0 °C Temp Coef (ambient + Sunlight) 122 OF 0.82 • Derate - 50 'C Ambient Temp ',122 OF none Sunlight Exposure 32 OF - 0°C 'Temp adder 3 or lessi Number of Current Carrying Conductors - "1` ,,Derate applied to Temp Coeficient- Voltage D- top: Allow4ble.Tolerance,(Solar G;ener-ation 1%, Distribution 3%) u 2_,40 V Circuit Voltage - 42,:667,A • Circuit Amps 0 122 Resistance 190 ft One Way Distance Wire Size 0,8242 % of Loss Cond iit ;Size (Conduit FiIliCan Not be more than 40_,%), �; :�. .' N PVC Conduit Type ["0.474' Wire Size Diameter 34% Conduit Fill percentage 1 1/2 Conduit Size 0:248 Ground Wire Size Diameter 1,711 Conduit Internal Diameter. - - , 600 V System Voltage - THWN-2 Wire Type - AC Circuit Ampacity Calculator Lf Meter #: 1008112713 Customer Name: ROLLINS, MEGHAN & KEITH - _ Location 61 ELITE.DR. , CHICQ, CA 95973 �.LITE,DR.... - Wire Note: AC -3 I Description: AC DISCONNECT TO MAIN Wire Calculation w. i 10.24 kWatts " 240 VAG' " Split Voltage Configuration - . TRUE TL Inverter? 6 Minimum Wire and Conduit Size based on Voltage'Drop and Ampacity ® Minimum Ground Size Based on NEC 53:33 A Minimum Ciruit Breaker/Fuse Size �8 Actual Ground Size Based on NEC: 53:33 A Ampacity After Derate 6 Wire Size Based on Ampacity" 75 A i r 0.1746 % of Voltage Drop 6 Wire Size Based on Voltage Drop 75 A , 42.667 A Circuit Ampacity `.1- Factor 1` Phases' ~0.82 Conditions of Use Derate Factor _ • _ 52.03 A Minimum Conductor Ampacity Based on Conditions of Use T 53.331A Minimum Conductor Ampacity Based on 1.25 Rule Conditions of'Use s, - 0.82 Derate Total SQ °C Temp Coef (ambient + Sunlight) 1122 °F Q..82 Derate - y 507C Ambient Temp 122 °F a none Sunlight Exposure 32 °F 0 °C Temp adder 3 or less Number of Current Carrying Conductors 1 Derate applied to Temp Coeficient Voltage`Drgp: Allowable Tolerance (Solar Generation T%, Distribution 3%u)` 240 V -Circuit Voltage 42.667. A' Circuit Amps 0991 Resistance 10 ft One Way Distance 6 ]Wire Size 0.1746 % of Loss ConduitSize,(Conduit Fill Can Not:be`more than 40%)' _ EMT Conduit Type 0.2,413=- Wire Size Diameter 34% Conduit Fill percentage - 3/4 Conduit Size 0.212 Ground Wire Size Diameter 0,533 Conduit Internal Diameter 600 IV- System Voltage THWN-2 Wire Type