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HomeMy WebLinkAboutB16-0969ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 2011 I - NATIONAL ELECTRIC CODE (NEC), OR LOCAL MUNICIPAL CODE, AND I _ ! PROJECT OWNER: PAGE # CONTENT FIRE DISTRICT REGULATIONS. I .. Y' ,- 1. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL 19. INSTALLATION OF PV PANEL ARRAYS SHOULD RESIST SLIDING AND POP-UP I+ ' TESTING LABORATORY AN INSTALLED PER THE LISTING REQUIREMENTS AND THE_' RESULTING FROM SEISMIC EVENTS AND SHOULD COMPLY WITH CBC SECTION - I ti MANUFACTURER'S INSTRUCTIONS. ? 1613A AND ASCE STANDARD 7-05, CHAPTER 13. 'I SEVERSON, DAVE PV -1.0 SCOPE + ' - I • �0 WILLIAMS RD. PV -2.0 SITE PLAN. 2. ' ALL INVERTERS SHALL BE IEEE 929 COMPLIANT AND SHALL BE INSPECTED BY LOCAL 20. PV SYSTEM INSTALLER WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLATION'„ I BUTTE VALLEY, CA PV -3.0' . ARRAY,LAYOUT " UTILITY BEFORE COMMISSIONING, TESTING, AND OPERATION OF,THE SYSTEM. OF ALL RELATED EQUIPMENT, CABLES, ADDITIONAL CONDUITS, BOXES WIREWAYS I APN:041-100-071 PH#:530.632.2115 PV -4.0 ELECTRICAL DIAGRAM., AND OTHER ACCESSORIES NECESSARY FOR COMPLETE AND_ OPERATIONAL ; Ir 3. ALL OUTDOOR EQUIPMENT SHALL BE MINIMUM NEMA• 3R, INCLUDING OUTDOOR PHOTOVOLTAIC SYSTEMS:.`, I EMAIL:CdIVIking@co,mcast.net,, PV -4.1 LABEL DIAGRAM Y + MOUNTED TRANSITION BOXES, COMBINER BOXES, AND SWITCHES. _ ! ~' o ' ' to ... Y'. PV -5 0 ,. ,RACKING DETAILS S o!' •" , ,' e • , 21. • PV SYSTEM CONTRACTOR SHALL COORDINATE ALL THE WORK WITH THE ENGINEER, _,; -:. Y - 00 k ALL EQUIPMENT SHACL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC THE CONSTRUCTION MANAGER AND ALL OTHER CONTRACTORS TO ENSURE THAT • - ATTACHMENT', -MODULE SPECS . +, Q o 0) ART.250,690. ; PV SYSTEM IS INSTALLED AS SPECIFIED IN THESE DRAWINGS:.INVERTER SPECS r ' - r I , CONTRACTOR`. • WIRE CALCS - m 15. NEC. ART. 690.9(A). ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCEGSHALL 22, DRAWING IN GENERAL OR DIAGRAMMATIC AND INDICATE GENERAL' I _ L + HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT ARRANGEMENT OF THE EQUIPMENT AND WORK INCLUDED. THE INTENTION OF THE I Q PROTECTION FROM ALL SOURCES.. ' DRAWING IS TO INDICATE SIZE, CAPACITY, APPROXIMATE LOCATION AND GENERAL ! ", ALTERNATIVE ENERGY SYSTEMS INC. u u' = o ' RELATIONSHIP, BUT NOT EXACT DETAIL OR PHYSICAL PLACEMENT. I + oN Z :ii @j I _ 13620 HIGHWAY 99- m = o X40 X: NEC ART. 690.18. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER== = "' LL THEY ARE EXPOSED TO LIGHT, PV CONTRACTOR SHALL DISABLE THE ARRAY DURING 23• FIELD VERIFIES EXACT AIC RATING REQUIRED OF THE MAIN SWITCHBOARD FROM, CHICO, CA 95973 }' I � _ • INSTALLATION AND SERVICE BY SHORT CIRCUITING, OPEN CIRCUITING, OR LOCAL UTILITY. IBUILDING JURISDICTION: v COVERING THE ARRAY WITH AN OPAQUE COVERING. CSLB: 853351 C-10, C-46 24. A PV SYSTEM WITH MULTIPLE INVERTERS, WHERE INVERTERS ARE REMOTELY I SCOPE: ®� ` 7. PHOTOVOLTAIC SYSTEM SHALL BACKFEED THE DISTRIBUTION SYSTEM ON SITE PER LOCATED FROM EACH OTHER, WILL HAVE A DIRECTORY CREATED FOR EACH I BUTTE COUNTY THE REQUIREMENTS OF NEC ART.690.64(B). ALL BACKFEED BREAKERS SHALL BE LOCATION. AS PER 2011 NEC 690.5(H) AND IN ACCORDANCE WITH 2011 NEC 705.10. I IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE BY ADDITIONAL FASTENER INSTALL GROUND MOUNTED DEPT. OF DEVELOPMENT SERVICES W �� PER THE REQUIREMENTS OF NEC 408.16(F) (408.36 IN 2011 NEC. _ PHOTOVOLTAIC SOLAR SYSTEM AND Lu 7 COUNTY CENTER DRIVE 8. FALL ARREST PROTECTION PER OSHA REQUIREMENTS SHALL BE PROVIDED FOR ALL -:I UPDATE ELECTRICAL EQUIPMENT AS ; ¢' r - ' - _ _ ,' - ROOF WORK. "NEEDED IN ACCORDANCE WITH ALL OROVILLE, CA 95965 ' 'I ^ 9. ALL CONDUCTORS AND TERMINATIONS SHALL BE RATED FOR 75°CMINIMUM. I{ APPLICABLE BUILDING CODES OFFICE#: (530) 538-7601 SPECIFICALLY REFERNCING THE 2013 FAX#: (530) 538-2140 ' MON-FRI 8AM-3PM 10. NEC ART. 690.14. - SEE SHEET RE -4.3 FOR LABEL DIAGRAM I CALIFORNIA ELECTRICAL CODE/ 2011 11. NEC ART. 690.53. -SEE SHEET RE -4.3 FOR LABEL DIAGRAM I NEC USING THE FOLLOWING SPECIFIC INSPECTION LINE: (530) 538-4365 EQUIPMENT: REQUESTS PHONED IN BY 2PM WILL BE 12. NEC ART. 690.17. EACH AC DISCONNECT SHALL ALSO BE LABELED WITH: "WARNING!I INSPECTED THE NEXT BUSINESS DAY -ELECTRICAL SHOCK HAZARD- DO NOT TOUCH TERMINALS. TERMINALS ON BOTH I MODULES:SUNPOWER Ln LINE AND LOAD SIZE MAY BE ENERGIZED IN THE OPEN POSITION".' `-I ' <,i _ (16) SPR-327NE-WHT-D JL _ N 13. DC DISCONNECT AT THE INVERTER WILL BE READILY ACCESSIBLE AFTER THE ' -i _ �+ I 5.23kW SYSTEM rn rn INSTALLATION IS COMPLETE PER 2011 NEC ART. 690.17 WHERE TERMINALS OF THE t. { t ,: T, 292 SQFT COVERED; •�+ I m , = 3 - DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. PROVIDE A • tLn ' WARNING SIGN OF THE HAZARDS PER 2011 NEC ART.690.17 " +' I ... INVERTER(S): SMA' ; {i. ,(1) SB7000TL-US-22' a 14. 'CONTRACTOR TO PROVIDE GROUND FAULT PROTECTION FOR ROOF MOUNTEDui PHOTOVOLTAIC ARRAYS LOCATED ON DWELLINGS PER 2011 NEC AR_ T.690.17. - - - - - - - - - - *----�-- 15. WHERE MORE THAN ONE NOMINAL VOLTAGE SYSTEM EXIST, THE DIFFERENT 1 f4,6.39� +' BUTTE z w o ` i + _4 SYSTEMS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER 2011 NEC ART.210.4D j• ' ? l °J� } I!I COUN Y Q > } 2016 LL' _j 16. PROVIDE AN ACCESSIBLE DISCONNECT DEVICE THAT IS LOCKABLE IN OPEN POSITION f c' I� MAY 0.9 +' > >.r Y AND IS LOCATED WITHIN 10'-0" OF THE METER PER LOCAL ELECTRICAL UTILITY,MIS r � �• • V ' , N o m Q . REGULATIONS: ,+.� , DEVELOPMENT SCALE , ; a { , .IIID 1"=400' �,r-, O I >. O +s;� I(� pp �! „SERVICES �' DATE MODIFIED 17. PHOTOVOLTAIC SOURCE CURRENTS MUST BE RATED AT BOTH 125% OF THE ,.y { ' _ t �'�+'� 'J / i o4/n/zola . PARALLEL MODULE AND AT A CONTINUOUS LOAD OF ANOTHER 125% FOR A TOTAL �' , '+ r ,� " b 1 DATE CREATED a '� - t •� '7'f r`.► 4 - V V 10/09/2014 OF 156% OF THE LOAD. - = , w. rg• i\.' ytr s E7 ]jj}�'�,1. . s ��c r«.� ` P�. (� - DESIGNER: ` •r.: • .� •.. ..Yf" 4 _ J. SHANER ` • , c - • - ti - - s s. + r r ,� Q��r ,'...`, • 7 _ �. ?Rj,. t- {.h j. a. I i . Y . CONSULTANT: 18. PROVIDE PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE ; �' • +. ' I" 3" ts,z hI l v+� ti B. AGUTAR y SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM DISCONNECT•��* w^t.r� �}1 �` S" �' ^� r 1 �'s� ' SHE + a ,�'- .1'+MA��'�',�,+ * (��, ,` �, a.+i' t-•. •.".yam' -, ; 5 ,., + - - ''..., MEANS IF.THEY ARE NOT IN THE SAME LOCATION PER 2011 NEC ART.690.56. 4r ,; 1 C ii a-' Ij• 4 1`1'4"5.39" �M PV 1.0 f - r �� P 1 _ •GENERAL NOTES_3- SITE MA t SCOPE, ' " • - ,� ,r :: • : - T•.Ix._ s r� REVISION-' ,.• .•�4p. :..,:.-,-.�,' _ •moi» +��.., 00 cn Ci'_ v >�.: 01. Ln Om OO.,C ! S.. Sic ryi •+` } 01' to `/ M " u W Ln /pmoo '•4 �fD Z V v u m2--m2 Q �.Y: r-1 U 0• .v, u� • Ic L N _ W VF9�®/!A1 N ' t 01 ui Ln CNI R.'m t ` In t -. ! s „Q Lal.: O. r''3 y(n, > Ln c Lu O , ui •`+ -SCALE .� '' ""• •.: 1.,l00'- 1 >_ DATE MODIFIED ` 1.04/27/2016 «y ;•�g•Y �. R -f ,j DATE CREATED 0. 3 • ~ 10/09/2014 f DESIGNERr:-- - '�. J. SHANER .'CONSULTANT: 'c •`• G -i , B. AGUTAR- - • SHEET., r* f w -.. -.. � . s ,_ 'x - �;. � •,._. r t-.' . ,.a. • .,' - ,n a Y: - -� 'rk... T- .1 .. '�, :�. Sir �"• > j � .. .o r - y♦ � .1..• �#a tix � � '� -�.. -.t . � ' FN "Llit - ♦ i .. ,- . � _ _ ;•„ - �. r..,� C '�{,' _ 'i, � •�; . SITE "PLAN'' r '..aw .; •1•,• .. Y ry, 'f "•x. ,� ': r c . - y a J..�. ! 1•� ' i 4.5. 'Y' V _� T• } 7,:�),'fl �: b F ... - ' S •, /• J _ f, ` .•� . .. s - _ R � .. _.. - • �" u- � � - ,: - .x - A , i 4 .. A. '�� e{. A Pf. } .. r S. .. V � tib.; t > ,r . E S/ Q R oO��S y c� E o1 /1, - .•. - mrnom ai'. mLnrnoo c co mr'j=0Qw, .l U 0. c STRINGING LAYOUT - 'STRU T L ONLY.- . - .. • . � • - i . _ i J 1 � �V1�NC1" A S;OC-1ATES- _ } � .. .. � `SEE ALT. FOOTIN� DETAIL L , ` • ON PV -5.0 SECTIONS.S & 6 N 81ruc r VnCyineerS Q . 175E. WILBUR ROAD, SUITE 103 - THOUSAND OAKS, CA 91360 P- 805.496.2100 f- 805.496.2442 e- vnci@VnciSE.com o eo - m n 8 5 Ln 47 _- • - •,, A .. -S 1 - }' M a , �. .. }cpTry .. 1. �,•i,a4 ! Lu Q •'-I ;`.2' .q. t' •" - ' .. + OFF CENTER .�' Z ...—JJ r. •.r e' - r .. ? : x' OF POST, U N•O: - :.O' Q j '. a. .:. .. ALTERNATE FOOTING.LAYOUT DETAIL` 2 FOOTING LAYOUT DETAI•L:.1 { _ > a , Lu SCALE '� DATEMODIFIED' , -• .. _ _ r' 4 _ _ �' _ ._« .. ` " 05/02/2016' ,. _ - -, ,, t- ; •,f 't . - _ - . - - DATE CREATED ?. e�.. y. "+ �;. • !. ` - •' - . }: •1 . .. r ... 10/09/2014 - j - ` ., .. - .. .. , -- r. - .. i x, , i [. ''�- .. �. DESIGNER: •,a - r ! . _ - - 1. SHANER" * CONSULTANT:, '-�. -. '. .. , ♦ ... . a •/- _ s , s _ a .. - r - 'SHEET_ e , • .. b, i 4>� { * • r'. , :.. - t ARRAY LAYOUT ; --------------- � I I i 5L DC -1 IN CABLE TRAY w/ (4) #10 PV WIRE CU. & 111 tt10 RARF Cll_ GRD. SERVICE VOLTAGE 120V=N-Ll-L2=240V 120V=N-L2-L3=NAV NAV=N-L3-LI=NAV r trvI "ZUZ V (E) ROUTER . E O O y 00 w lDQiko O Ln m w m N i0 cn Ln M 0000 C y C) V1 a d 3 a -- o iR x� o W n ,r.*, u- o x o U a LL .� u J ® N V l ® N W �� T QI GI I C i W > C Q Ln N [y , M lD O M V1 x a W U t` Q } O p W O V) J O Z O Q > e� J � IW'' W J r Z uj Cl - (A Vt O m Q DATE MODIFIED 04/27/2016 DATE CREATED .10/09/2014 SHEET PV -4.0 ELECTRICAL s DIAGRAM h - AC DISCONNER > MAIN SERVICE - PV ARRAY - COMBINER INVERTER _ - - - .• SUB PANEL ♦ t M r t m r METER E - .C) 0000 w Ln rn Cn 1 • �,. 1 01 Ol Ol ML Ln w AMPS .. _ - - Q Ln rn N .. PHASE - •' = U w L 0 77 VOLTS -. O Z Yktk to X N INTERACTIVEtA WARNING UTILITY POWER - + W A r w r' 1 OPERATING VOLKW SOLAR GENERATOR CAUTION: SOLAR CIRCUIT AGE: .. Q • Installed on all DC conduit every 10' and WARNING on both sides of any penetration. DISCONNECTDC • • • • • • LOCATED CAUTION!Per NEC 690.54, Interactive Point of SOLAR Interconnection installed at all Electrical Per NEC 705.10, Point of.Connection, Located N _ 4• On Main Service Panel. N • • PRESENT # -Distribution Panel cover's that provide a path M . from PV to Utility. - t AUTHORIZED• • Y . , Installed on all DC Junction boxes. DISCONNECTPHOTOVOLTAIC_ r O_ «' • j OPERATING t DISCONNECT • Q SHORT CIRCUIT CURRENT: A >:.:0 FOR UTILITY < OPERATING VOLTAG.E:—VDC OPERATION 4. • WARNING! ., - -MAX SYSTEM VOLTAGE:—VDC N rt . WARNINGIC SHOCK HAZARD SHOCK HAZARD! 1, x k •w. J CONDUCTORS LU ELECT• • • • • r _ • • • • Y 't 'Per NEC 690.14, Disconnection means at the = *'N o.m a THE DC r' r' �. `. ; •TH single AC Disconnect or Main Breaker. ♦ 4.' ENERGIZED - - - • / i • • • •SOLAR . • SYTEM ARE UNGROUNDED DATE MODIFIED - AND MAY BE 04/27/2016 - ,.:Per NEC 690.14, Solar Disconnect on the �+ • • • DATE -CREATED 2014 Per NEC 690.35(F), Warning shock hazard, at �, ;.. = '.f Solar breaker label @ an breaker passing DESIGNER: r ' front of all PV DC Disconnects. Filled out in Y p g ,. SHANER each junction box, combiner box or other device ♦ accordance with NEC 690.55 '' '. Bi -Directional Power - , • . f CONSULTB.AGUTAR opened during service. , j' . ..-' �'. "� • - y w' ^+ - ,. a r SHEET , OPTIONAL 12"x12"x6" COLUMN PER SECTIONCOLUMN PER SECTION PEDESTAL AT COLUMN �. M (2) - #5 CONT. 6" 3/8" DIA M.B. THRU POST #3 TIE AT PEDESTAL x TOP &BOT TYP• AT BOTTOM OF FOOTING . � (FOUR TOTAL) ° 3/8 DIA M.B. THRU POST o'. X (2) -- #5 CONT. o o AT BOTTOM OF FOOTING BEDROCK TOP & BOT. ... (FOUR TOTAL) .. ;. J o < - X Ef. M a PV RACKS & TWO #S x 18" LONG REBAR C:) . ° MODULES PER PLAN 11/2" DIA. SCHED. 40 - S 1'-9" m EMBED 6" INTO -BEDROCK AT 32" O.C. : o n m _ x 10 -3 LONG (ASSUMING 6 -3 GALV. PIPE, TYP. U.O.N. r, ,. COLUMN SPACING FOOTING EXTENDS ) ( 1' METALLIC FLEX 1t-9" x 10'-3"LONG ASSUMING V-3" ( rn� m cO10 c 24" BEYOND COLUMN AT EACH END)COLUMN SPACING) (FOOTING EXTENDS Q m `6 ALTERNATE SEMI -CONTINUOUS FOOTING DETAIL S — 8°x8°x6° NEMA 3 24" BEYOND COLUMN AT EACH END) N o z @� ENCLOSURE ALTERNATE SEMI -CONTINUOUS FOOTING AT BEDROCK DETAIL 6 ° _ a w = � u a LL 3/8 - 16x1 STAINLESS 11/2" DIA. SCHED. 40 f c SOLAR MODULE HEX WASHER HD TYPE F SELF TAPPING PRE DRILL GALV: PIPE, TYP. U.O.N. E 24" MIN. W/ 5/16 DIA. TYP. fA STRUT PER PLAN GEC, PER NOTE W ALL WIRES TO BE RUN INSIDE. PV -4.0 -. RACK AND CABLE TRAY TO AVOID w EASY ACCESS POST CONSTRUCTION TYPICAL HORIZONTAL MEMBER 28° CONCRETE FOOTING a 11/2" HOLLAENDER "T', TYP. (f'c=2000PSI) 16" DIA. PIER 16" DIA. PIER SEE SECTION 3 FOR SOLAR MODULE CABLE TRAY FOOTINGS FOOTINGS ADDITIONAL INF STRUT PER PLAN CABLE TRAY DETAIL �} TYPICAL J -BOX AT BACK OF ARRAY 2 TYPICAL=POSTS: Ln - ^11/2" 1��6$` 11/2".DIA SCHED. 40 N ... END CAP GALV. PIPE, TYP. U.N.O. �_ 1 2" HOLLAENDE "T" TY 11/2" R P. o TYP. PIPE 1 1/2"DIA.' SCHED. 40 GALV. PIPE CABLE TRAY a, r y' 5'-6" Q o } o Q OFE 20' z a o a W v STRUT PER PLAN. RI D �,� J . � J 2'-0' 2'-5" � TYPICAL POSTS j — Z 1 1/2" DIA. SCHED. 40 S 11 Z 11/2" DIA SCHED. 40 ,u'ii o m a GALV. PIPE W Exp 12/ 1/1 GALV. PIPE, TYP. U.N.O. SCALE . 30" INBED MIN, TYP. U.N.O. * '' ~ ' , > `• `•' 1 I" ' ` `r ' DATE MODIFIED TS - .. .. S % �• Q` T •,r 1 v ,y. .04/27/2016' DATE CREATED q% 0� 10/09/2014 " 1 1/2 HOLLAENDER T Ci L\F - 16" DIA PIER FOOTING - 27" DESIGNERJ. . SHANER - 'ALTERNATE: 24" DIA CONSULTANT: TYPICAL U -BOLT ASSEMBLY J/ / C PIER FOOTING 20" DEEP B. AGUTAR SHEEr TYPICAL PROSOLAR GROUND MOUNT RAIL TO PIPE DETAI6131U T L ONLY 8'-5' PV -5.0 VINCI SOCl/4TEs SECTION. 1 c51ruc uraiCnyh2eers 175 E. WILBUR ROAD, SUITE 103 - THOUSAND OAKS, CA 91360 ELECTRICAL DATA SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY E20-327 E19-320 ,. POWER WARRANTY PRODUCT WARRANTY +5/70% +5/-0% .100%- 100% I ; 20.4% 19.8% Rated Voltage (Vmpp) r 54.7.V 54.7 V Rated Current (Impp) 5.98A " 5.86 A Open -Circuit Voltage,(Voc)' ' Short-Circuif Current (Isc) = 6.46'A 6.24 A • Maz. System Voltage 600_ V UL & 1.000 V IEC Maximum Series Fuse '` 15 A Power Temp Coef. -0.38%./ °C Voltage Temp Coefr , SunPower Current Temp Coef. " • .3.5 mA"/ °C - t SunPower (151 panels 1.02 companies), Photon International, Feb 2013_ 8 Compared with the top 15 ,manufacturers. SunPower Warranty Review, Feb • 85 %^ Tradi tionol • y 80 % Warranty .. - r.' 10 5 of top 8 panel manufacturers From 2013 r report were tested, 3 additional 46 mm -►� (� 1559 mm' , silicon solar panels for the ,2014. Fe'rr6ra, C., et al. "Fraunhofer PV Durability (1.8•in] i Initiative for Solar Modules: Part 2. Photovoltaics International, 77-85. 2014. 9® ` // y CQ E 6D� ' 11 Compared with the non -stress -tested `control paneL•'Atlas 25+ Durability test 0 S IO.. 15 ` 20 ; • .25 - 0 5 10 I5 20 25 ' .. ' - - Years t Years. - .• q More guaranteed power. 95% for first 5 yea* 'Combined 'Combined Power and Product defect25year coverage y - '-0.400/yr. to year 25.e ? that includes panel replacement costs.-" s ELECTRICAL DATA Temperature E20-327 E19-320 Nominal Power12 (Pnom) °= • 327 W 320 W Power Tolerance - +5/70% +5/-0% 'Avg. Panel Efficiency 13 ` ` ; 20.4% 19.8% Rated Voltage (Vmpp) r 54.7.V 54.7 V Rated Current (Impp) 5.98A " 5.86 A Open -Circuit Voltage,(Voc)' 64.9 V.: 64.8 V Short-Circuif Current (Isc) = 6.46'A 6.24 A • Maz. System Voltage 600_ V UL & 1.000 V IEC Maximum Series Fuse '` 15 A Power Temp Coef. -0.38%./ °C Voltage Temp Coefr , —176.6 mV / °C Current Temp Coef. " • .3.5 mA"/ °C REFERENCES 1 All comparisons are SPR -E20-,327 vs. a representafive conventional panel: 250W, approx. 1.6 mz, 15.3% efcienry. 2 PVEvolufion Labs'-'SunPower Shading Study;" Feb 2013. 3 Typically 7-9% more -energy per watt, BEW/DNV Engineering "SunPower Yield .Report," Jan 2011.'-• , 4 SunPower 0.25*/o/yr degradatiori vs. l .0a/o/yr conv. panel. Campeau, Z. et al. - I OPERATING CONDITION AND MECHANICAL DATA Temperature — 40*F to +185*F (— 40*C to +85°C) Max load ' Wind: 50 psf, 2400 Pa, 245 kg/M2 front & back' ` Snow: 112 psf, 5400 Pa, 550 kg/m2 front' Impact resistance 1 inch (25mm) diameter hail at 52 mph (23 m/s)' Appearance Class A Solar Cells 96 Monocrystalline Mazeon Gen II Tempered Glass High transmission tempered Anti -Reflective ,. Junction Box IP -65 Rated Connectors MC4 Compatible Connectors „1 Frame Class 1 black anodized (highest AAMA rating) ' Weight 41 lbs (18.6 kg), 4 "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, TESTS AND CERTIFICATIONS Standard tests UL 1703 (Type 2 Fire Rating), IEC 61215, IEC 61730 Quality tests ISO 9001:2008, ISO 14001:2004• : EHS Compliance RoHS, OH -SAS 18001:2007, lead free Ammonia test IEC 62716 Salt Spray test IEC 61701 (passed maximum severity) PID test Potential -Induced Degradation free: 1000V10 Available listings UL, CEC, CSA, TUV, JET, KEMCO, MCS; FSEC. 4 "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, ' • ` ". Dirk "SunPower Test Report;" NREL, Oct 2012. ` ' • '°. 5 :SunPower Module`404eor Useful Life" SunPower vihite paper, Feb 2013. Useful y,• - life is 99 out of. 100 panels OperafingIaf more than 70% of rated power. t w z1 ,;.. .6 Second highest, after SunPower XSeries, of over '3,200 silicon solar panels, Photon Module Survey, Feb 201 4.. - •' ' z 1046 mm = 7 8%more energy, than the average`of the top, 10 panel companies tested in 2012 - t (41:2 In) (151 panels 1.02 companies), Photon International, Feb 2013_ 8 Compared with the top 15 ,manufacturers. SunPower Warranty Review, Feb 2013. • ' 9 Some exclusionsapply. See warranty for details. ., 10 5 of top 8 panel manufacturers From 2013 r report were tested, 3 additional 46 mm -►� (� 1559 mm' , silicon solar panels for the ,2014. Fe'rr6ra, C., et al. "Fraunhofer PV Durability (1.8•in] i Initiative for Solar Modules: Part 2. Photovoltaics International, 77-85. 2014. 9® ` // y CQ E 6D� ' 11 Compared with the non -stress -tested `control paneL•'Atlas 25+ Durability test 11 E ' report, Feb,2013.from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara C:; et al.,."Fraunhofer, PV Durability Initiative For Solar Modules: Part 2". Photovoltaics International, 77-85.'2014. MAY - 9•2016 12 Standard Test Conditions (1000 W/mz irradiance, AM 1.5, 25° C). • ' f% / hj� 13 Based on average of measured power values during production x I • %� �`�Q X01 V / I UTTE: COUNTY DDS ) L See http://www.sunpower.com/facts for more reference information. For more details, see extended datasheet: www.sunpower.com/datasheets. Read safety and installation instructions before using this product. UI74 'PLANNING L. ;' ', zrWWyy,SUrlpOWer.COm. ®December 2014 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or registered unpo .cors, trademarks of SunPower Corporation. Specifications included in this datasheet are subject to change without notice. Doaww. Rev D -- -- _ - _- _ ---------- ---- -- - - - -- Sunny Boy 3000TL-US - , - - Sunny Boy 38007E US Sunny Boy 40007E-US j Technical data - - - - - _ 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC f 240 V AC j Input (DC) Max usable DC power-(@ cos N = 1) _ 3266W -_ 1 4260 W 4200 W Max DC voltage 600 V ; '_ 600 V 600V___, Rated MPPT voltage range _ -__ ; 175 - 480 V 175 - 480 V 175 - 480 V f MPPT operating voltage range - _ 125 - 500 V 125 500 V 125 - 500 V Min DC-voltage /_start voltage 125V/ 150V 1 125V/MV- 125 V [ 150 V Max. operating input current / per MPP tracker _ - 18 A/ 15 A , _ ; _ 24 A/ -15 A _ __ - - 24 A / 15 A J -- ------- Number of MPP trackers /strings- per MPP tracker 2/2 Output (AC) __- _- - - - - - -- --- -- - ACnominal power - ___ _ j _ 3000 W 3330 W __ 3840 VV 4000 W Max AC apporeni power - -- - - - _ 1 3000 VA - 3330 VA 3840 VA 4o66-V-A— 000 VA s Nominal Nominal AC voltage / adjustablee - _ _- -- 208 V / • 240 V / • _ 208 V/ • ---2--40-V / • NCV/ •_ _f 240 V-/ • J - - --_ --- - AC voltage range -. - -- 183 - 229 V 211 - 264 V , , 183 - 229 V 21 1 - 264 V 183 - 229 V 1 21 1 - 264 V 1 AC grid frequency range _ _ _ _ 60 Hz / 59.3 60.5 Hz 60 Hz / 59.3 60 5 Hz _ _ J 60 Hz /59J 60_5 Hz j Max output current 15 A __- _ ; 16 A - 20 A Power factor (cos -,P,) Output phases / line_ connections 1 /2 I Harmonics- -- -- - -- - -- --- - < 4% < 45 < 4 / Efficiency Max efficienry _ - __- _ -_ _ , ; _- 97.2% 97.6% 97.2% 97.5% - ---- 972% J 97.5%T- ] -- =--- - --- _ _ CECefhciency _ _ - - = 965% - - j 96.5% o = 965/_ 970/ 965/97_0% _- - protection devices DC disconnechon device i • - ---- - DC reverse_- lantyprotechon • ] Ground fault mondoring / Gnd_momtonng ___ i • / • AC short circuit rotes ion • All-pole sensifiv_e residual current monitoring unit • Arc fault circuit interrupter (AFCI),comphant to UL 16998 • Protection class / overv_oltage category _ __ - 1 _ __ _ I / _IV _ General data Dimensions_(W / H / D) m mm(in)__ _ __- _ _ _ 490 /5 19 / 1.85 (19,3-/ 20.5 / 7.3) DC Disconnect dimensions WH D)_ in mm(in).187/Z97/ _.: 190 7.4 11.7 7.5 Packing dimensions (W / H / D) in mm (in)_ _ 61_7_/ 597 / 266 (24.3_/ 23.5 / 10.5) DC Disconnect ackin dimensions W H D in mm m _ P 9-- -( / /_1 II _- 370/240/280 (14.6./94/-110) - - ---� - — Weight / DC Disconnect weight _ _ - - - - --. 24 kg- (53 IN /3.5 kg (8 Ib)-- - Packing weight / DC Disconnect packing weight 27 kg_ (60 Ib) / 3.5 kg (8 Operating temperature range _ _ -40 °C ... +60 °C (-40 -F... +140 "F) Noise emission (typical)- _-- - 5 25 dB(A) _ _' < 25 dB(A)- <25 dB(A) Internal consumpfion at night _ - - < 1 W < I N/ < 1 W --Topology___ -__ __. _.__ _-_ -- - _..' _ _ Transformerless Tr -; - _ Transfarmerless Transformerless - - -- - -- -- -- -- - Cooling -. - - - Convection - Convection --- - Convection Electronics protection rating _ --- - - - - NEMA 3R ' NEMA 31Z - NEMA 3R ] _ - - - Features Secure Power Supply _ j • - - -- -- -- - Display: rap his -- _ graphic - . • - �- -- - - Interfaces: 44855_/ Sdwire/Web _ - peeconnect 0/O _. - O/O Warranty., 10 / 15 /26 years -- - _ _ - •/O/O •/O/Q Certificates and permits (more available on request)_ IUL 1741, UL 1998, UL 16998, IEEE1547, FCC Part15 (Class A & B) _CAN/CSA C22.2 107.1-1 1 -- -- - = NOTE US inverters ship with gray lids -- - ---- _Typedesignation SB3000TLUS-22 SB3800TL-US-22 _ SB4000TLUS-22 -------- ­­­ ---—----------------------------------------- -- -- --- Efficiency curve SUNNY BOY 5000TL-US•22 240Vocj---------------- 98 - _ 6300 W 7300 W - 8000 W - - - - _ _ 600 V __ --- 600 V J 96 _ 600 V_ - J _ 175-480'i-- __..............:...' 210 - 480 V - 245 - 480 V 270 -480 V _ - -- - 125 - 500 V- 6650 VA _- rii - -_ 125 V /_ 150 V _ _� I - _ _ 125 V / 150 V _ j _ 98 - _ 6300 W 7300 W - 8000 W - - - - _ _ 600 V __ --- 600 V J 96 _ 600 V_ - J _ 175-480'i-- __..............:...' 210 - 480 V - 245 - 480 V 270 -480 V _ - -- - 125 - 500 V- 6650 VA - 125 - 500V 94. rii - -_ 125 V /_ 150 V _ _� I - _ _ 125 V / 150 V _ j _ 125 V / 150 V _ _30A/ 15A -- Z 92 30A/ 15A 30A/ 18A __ _ 8 30A/18A -- 183 -_229 V 211 - 264 _V 183 - 220V `m 183 29 2 V 21 I - 264 V 60 Hz / o 60 Hz / w 90 ) 60 Hz / 59.3 - 60.5 Hz -NEMA 3R 22A J _- _25A 868 ob _ 32A _ .... Eta lV« - 175 V1 - j - -°/O -- °/° EEt. N« - A 0 Vl i vs aso 8 1/2'-- - .. Eta IV« = 480. V) '- v„r, IV] _ -1/2 SB5000TL-US22 0.0 0.2 0.4 0.6 0.8 1.0 Output power / Rated power ----------------------------------------- Accessories $peedwire/Webconnect - RSA85 interface interface DM-dSKB-US 10 $WDM -US -10 IN Fon kit for 56 3000/3800/ 4000/SOOOTI-US-22 FANKIT02-10 • Standard feature O Optional feature Data at nominal conditions Sunny Boy 5000TL-US ! Sunny Boy 6000TL-US Sunny Boy 7000TL-US 208 V AC 1 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC - Not available Sunny Boy 770OTL-US 208 V AC. 240 V AC 5300 W - - - - - _ 6300 W 7300 W - 8000 W - - - - _ _ 600 V __ --- 600 V J - 600 V _ 600 V_ - J _ 175-480'i-- -JJ __ 210 - 480 V - 245 - 480 V 270 -480 V _ - -- - 125 - 500 V- 6650 VA - 125 - 500V 125 - 500 V 125 - 500 V - -_ 125 V /_ 150 V _ _� . 125 V / 150 V - _ _ 125 V / 150 V _ j _ 125 V / 150 V _ _30A/ 15A -- _ _ 30A/ 15A 30A/ 18A __ _ 8 30A/18A -- 2/2 - 4550 W : 5000 W - -- - - - -187 / 297 /_190 VA / 11.7 / 7.51. 5200 W _ ; - - 6000 W - - _ 6000 W 7000 W _ 6650 W _ . � 7680W ._ 4550 VA_ _ ': -__ 5000 VA -JJ __ 5200 VA 6000 VA 6000 VA 7000 VA 6650 VA i _76-86-VA- 680VAra 0 __-240V/_p _ -_---?08 V/• _ _ 240V/• - - 208-V/0_ 240V/_• _ 208V/• ; 240 V/ _ - - 183 - 229 V 21 1 - --i64V 183 -_229 V 211 - 264 _V 183 - 220V 211 - 264V 1 183 29 2 V 21 I - 264 V 60 Hz / 59.3 - 66.5 Hz 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 - 60.5 Hz -NEMA 3R 22A J _- _25A 29.2A _ 32A _ 0/0 - j - -°/O -- °/° U Ir 1.741 UL 1998, UL 16998, IEEE 1547, FCC Pari 15 (Class A& B), CAN/CSA C22.2 107.1.1 1/2'-- - -- 1/2 _ _ -1/2 SB5000TL-US22 ? ; SB 6000TL-US22 _ SB 7000TL-US-22 - - - - SB 7700TL-US 22 <4% ---T <4% <4% <4% 490/519/185 (19.3/20.5/7.3) �_ ---- ----- - --- - -- - - - -187 / 297 /_190 VA / 11.7 / 7.51. - --- - -- - - i - - _ - - ___-617/597/266 (243/23.5/10.5) - - - 370/ 240/ 280 (14.6 /9.4/ 11.0) -- — ---- 2A k9 (5316) / 3.5 kg (8 Ib) _- - - --- ----- - _ 27 kg (60I6)./ 3.5 kg. (81.6) - --- - - .1 40 -C. -+66'C (-40'F-..+140'F)_ < 29 d8(A) T - < 29 dB(A) < 29 clB(A). 1 _ <29 dB(A)--- Transformerless 1 Transformerless Transformedess Transformerless Convection_- — Fan Fan - Fan - - -- NEMA 3R_ _ - -� `T - -- _ NEMA 3R_ NEMA 3R -NEMA 3R 0/0 - j - -°/O -- °/° U Ir 1.741 UL 1998, UL 16998, IEEE 1547, FCC Pari 15 (Class A& B), CAN/CSA C22.2 107.1.1 1, SB5000TL-US22 ? ; SB 6000TL-US22 _ SB 7000TL-US-22 - - - - SB 7700TL-US 22 0 1 ♦ 1+ System Specifications Customer Name: DAVE SEVERSON - --- - Panel Specifications Customer Address: 0 Willliams Road, Butte Valley, CA 95965 Manufactures: S~_u power Model: SPR 327NE-WHT D ' 'Service Panel Bus Bar Rating.' 200 A PV Pmax- 327 W Length: 61.39 inches ',Service Panel AC paramters 240 V' ' Vmpp: 54.7 V- Width: 41.18 inches Total Solar AC System Size: 7.3 kW i ` . " Voc: 64.9 V I Weight: 41 lbs M_ in'Service Panel CB Size: 200 A f11, n7 Impp: 5.98 A Voc %Temp: 0.0027 V - .; Area Lowest Temp: 1--4 °C• - `` r Isc: 6.46 A' �° Voc Temp: 0.1766 Inverter" Manufacturer SMA` "A" Inverter ModelSB70.0.OTL-US-22 t Inverter Output Power 7300 W Inverter Imax 29,2 A Min CB Size 36.5 A ` t. • .� ` . '. 1 String of 8 Actual CB Size 40 A _rJ String of 1 t Voltage 240 VAC ArrayString DC Operating Voltage4 -7.60 37.60 VDC DC Max Voltage 56;1.58 561.58 VDC DC Operating Current 11.96 5.98 A DC Short Circuit Current 12.92 _ 6.46 A Notes Formulas n1, NEC, Annex C, Annex C Table C f1, Isc x 1.25 x 1.25 f7,# of series panels in series x Vmpp n2, Conduit fill, NEC Table 310.15(8)(2)(a) f2, Isc x 1.25/Conduit fill x (Ambient -Temp - Sunlight Exposure Correction ' t8,# of series panels z ((26C + Record Low Celcius x panel Voc temp Coef) + n3, Temp correction, NEC Table 310.16.. , �. Factor) Voc)) n4, DC Resistance, NEC Chapter.9 Table 8 r, :.` �, „� r17 y. f3, Inverter Imax x 1.25 -. _ _ f9,# of strings z Impp n5, AC resistance, NEC Chapter 9 Table 9 -.' r ; f4, Inverter (max x 1.25/Conduit fill x (Ambient Temp -Sunlight Exposure f10,# of strings xlsc _ _ t n6, NEC Article 310.15 - Correction Factor) f11,Bus Bar or conductor rating x 1.2 - Sum of all Input Breakers <or= Bus - n7, NEC Article 690.8(B)(1) ., r f5 Tolerance % x V/D x I x .2 ;• barorconductor rating x 1.2 n8, Sunlight Exposure,NEC Table, 310.15(B)(2)(c) •�'r f6, .2 x D x I x R/V • • . �, r DC Lircuit Ampacity Calculator. T.� F _ `' +'- ` Meter #: 1009633522 '+Customer Name. SEVERSON, DAVE ' `Location: 0 Willliams Road, Butte Valley, CA 95965 .4 ' • `Wire Note: DC -1 Description: MODULESTOINVERTER - Wire Calculation 0 Minimum Wire and Conduit Size based on Voltage. Drop and Ampacity '' 0 Minimum Ground Size. Based on NEC _ 6.46 _ A Isc/A Number of Strings 10 Actual Ground Size Based on NEC _ 6.46 A Circuit Amps �. r 13.9_2 A Ampacity After Derate 10 Wire Size Based on Ampacity- 30 A' - �; 0_.0678 % of Voltage Drop s 10 Wire Size Based on Voltage Drop 30 A j .. 13.92 A . ",Minimum Conductor. Ampacity Based on Conditions of Use +. + 10.09 A Minimum Conductor Ampacity Based on 1.56 Rule, IF Conditions of Use 0.58 Derate Total ^ 70 °C Temp Coef (ambient + Sunlight) 158 °F 0.58 Derate 70 °C Ambient Temp 158 °F ` none 3 or lessi Sunlight Exposure 32 °F 0 °C Number of Current Carrying Conductors 1 Derate Temp adder applied to Temp Coeficient , Voltage Drop: (Allo_,wable Tolerance 1%) �8 5,4.7 V Vmp/Volts Panels in Series 5.98 A Imp/Amps 437.6 V Circuit Voltage 5.98 A Circuit Amps 20 ft One Way Distance - 10 Wire Size 1.24 Resistance 0.0678 % of Loss Conduit Size (Conduit Fill Can Not be more,than ,40%) EMT Conduit Type v 0.16 Wire Size Diameter 930% Conduit Fill percentage 1 IV ", _- : Conduit Size. 0.16, Ground Wire Size Diameter —6464 _ Conduit Internal Diameter-•, 600 System Voltage THWN-2 Wire Type r ' 1. • { • ! ' .. . .. - - I •• •' . ' .. .. .. 4 � y t '' .J .' . �f ' AC Circuit Ampacity Calculator • rMeter.#: 1009633522 Customer Name: SEVERSON; DAVE _ y Location- 0 Willliams Road, Butte Valley, CA 9596$ ' Wire Note: AC -1 Descri tion. INVERTER TO MAIN SERVICE - • •Wire Calculation - --- - -- , 7.01 kWatts : 240 VAC ; Split VoltagerConfiguration; . ,' TRUE TL Inverter? .� , 8 Minimum Wire and Conduit`Size based on Voltage`Drop and Ampacity 10 Minimum Ground Size'Based on NEC 36.51 A Minimum Ciruit Breaker/Fuse Size �8�Actual Ground Size Based on'NEC 36.51 A Ampacity After Derate 8 Wire Size Based on`Ampacity 55 A a. ' 0.9468 % of Voltage Drop 8 Wire Size Based on Voltage Drop 55' A, • - ` t 29.208 A , Circuit Ampacity 1 Factor 1 Phases 0.82 Conditions of Use Derate Factor.'" - 35.62 A Minimum Conductor Ampacity Based on Conditions of -Use x _ -• - 36.51 A Minimum Conductor Ampacity Based on 1.25 Rule Conditions of Use ` 0.82 Derate Total r 50 °C Temp Coef (ambient + Sunlight) 122 °F 0.82 Derate r 50 °C Ambient Temp 1.22 °F , 1 -1•ft r none Sunlight Exposure , 32 °F 0 °C _ Temp adder, 3 or less Number of Current Carrying Conductors 1' Derate applied to Temp Coeficient , Voltage Drop: Allowable -Tolerance (SolarGeneration. 1%, Distribution 3%0) .d.s...J. .r .f • 240 V Circuit Voltage 29,208 A Circuit Amps 0.778 Resistance S0 ft One Way Distance 8 Wire Size 10.94681% of Loss Conduit Size (Conduit Fill Can Not be more than 40%) " PVC Conduit Type 0.212 Wire Size Diameter r 2.1% Conduit Fill percentage ' - 1 Conduit Size 0.212 Ground Wire Size Diameter, 0.688 Conduit Internal Diameter 600 V -System Voltage �, ' ;= THWN-2 Wire Type /'- '. a �1 _ - a ° F- ,.•y � - • o . ,* �., - 'T. .'. : :� � - ' V I N C I ASSOCIATES 61rucfurai &_gineers May 2, 2016. Alternative Energy Systems 13620 Hwy 99 Chico, CA -95973 Subject: Review of minimum footing requirements Project:, (16) Module Photovoltaic Ground mount Installation.(1 Array) Dave Severson ,i 0 Williams Rd, Butte Valley, CA - V&A Project No. 1273457 The purpose of this re oit .is to provide a site specific analyses of the minimum footing requirements for the photovoltaic array groundtrac installation at 0 Williams Rd ' in Butte Valley, CA. Based upon our review of the 1 Photovoltaic Array, installed 4 modules high and 4 ' modules wide: The PV Array shall have a transverse spacing of approximately 8.42 feet on center anda longitudinal spacing of 8.00 feet maximum. Based upon a wind speed of 100 mph, Exposure C; it was determined that the minimum required footing depth is 27 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 6.25 ft longitudinally. An alternate footing 20 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 services have been performed using the.degree of care and skill ordinarily exercised under similar circumstances by reputable engineers practicing in this locality. No.. . other warranty, expressedr plied, is made as to the professional options included in this ' report. We hope th'r p vi s: you with the information you need at this time. Please call us if you have anyWu n regarding this report. RpFESS/A�� Sincerely, S %CK4 L C - VINCI OCIATES No. S4411 Z o� Exp. 12/31/17 :. * RECEIVE® S.E. J Vinci, sjgT TRUCTURP�"���P ' rise No. S-4411 F OF CAUF� i MAY - 9 2016 'OU• E1U'1TE C NN DDS BUILDING • PLANNINd .175 E.. WILBUR ROAD, STE 103 THOUSAND OAKS, CA . 91360 p 805.496-2100 f 805.496-2442 • e Vinci@vincise.com 1 DATE: 5/2/2016 VINCI & ASSOCIATES 1 PROJECT: Dave Severson cslrucfural 6ngmeers 0 Williams Rd 175 E. W ILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 Butte Valley, CA p805.496.2100 • f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN DATA: SHEET: Al JOB NO.: 12-3457 ENGR.: SRV WIND DESIGN CRITERIA: BASIC WIND SPEED = 100 mph (ASCE 7-10: Risk Category I per Table 1.5-1 & Figure 26.5-1C) WIND EXPOSURE = C GROUND SNOW LOAD = 0 psf SOLAR MODULE ARRAY DATA 1 Sloped Dimension of Array = 170.68 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 = 4 Total No. of Modules in Project = 16 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 / Cohesion = .:1 130 pcf AAPROJECT: JD.veaSeverson PAGE: A2 CLIENT: Williams Rd DESIGN BY: JJRV JOB NO.: 15-3457 1 DATE: 05/02/16 REVIEW BY: Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-2010 ( 12013 CBC INPUT DATA 7 1 Exposure category (e, C or D) - ©' Importance factor, 1:0 only, (Table 1.5-2) IW = 1.00 + Basic wind speed (ASCE 7-10 26.5.1) 7r V = 100 mph = . Topographic factor (26.8 8 Table 26.8-1) Kn = 1.00 Flat . - Jslope Height of mean roof•` t . h = 5 ft - 2 Roof slope 4.10 : 12 ' Roof length. x• L 10 ft r• Roof horizontal projected widths �f B = 10 ft ` Effective area of component /cladding A= 10 ftZ s. (Pro je`ted) DESIGN SUMMARY - ~ f. Main Wind -Force Resisting System r r Max horizontal force / base shear from roof = 0.86 kips v +r 0.09 kips (eave &,columns increasing). , E 0.95 kips - Max .vertical download force' - = 2.52 kips ' ' Max vertical uplift force = / 2.33 kips n� Max moment at centroid of base from roof = 7.51 ft -kips , L t ` ' + 0.75 ft -kips (eave & columns increasing) E 8.26 ft -kips «y 2. Component and Cladding Elements < r ' Max inward pressure: _ 63 psf: { x= r Max net outward pressure " 't = '67 psf ANALYSIS Velocity pressure + f.- T qh = 0.00256 KIN Ke Kd V2 ` = 18.50 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) . y Kh velocity.pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 /w Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 i h = height of mean roof = 5.00 ft ' Main Wind -Force Resisting System (Sec. 27.4.3) ^ , ._ p=ghGCN F = p At t• where: 'G = gust effect factor. (Sec.26.9) 0 roof angle. �; F' _ 18.88 _degree i; *•` - .. < 45 deg. [Satisfactory] ` _ .Ar -r000 f actual area: 52.8 ftZ , windward * ' = 52.8 ftZ, leeward„ CN net force coefficients. (Fig. 27.4-4, page 267) , Check Fig. 27.4-4 limitation h / B = 0.50. within [0.25 , 1.0] [Satisfactory] 1 s. 8 - t W IND TO TOP, = 1.30° CLEAR FLOW OBSTRUCTED- CLEAR FLOW OBSTRUCTED CASE CNw CNL CW CML CNW CNL 'r..NW CNL.. A 8 - WIND TO BOTTOM, y = 0° W IND TO TOP, = 1.30° CLEAR FLOW OBSTRUCTED- CLEAR FLOW OBSTRUCTED CASE CNw CNL CW CML CNW CNL 'r..NW CNL.. A -1.21 -1.46 -1.31 -1.60 1.51 1.70 0.45 -1.05 18.88 p (psf) -19.03 -22.88 -20.55 -25.21 23.69 26.78 7.10 16.48 F (kips) -1.01 -1.21 -1.09 -1.33 1.25 1.42 0.38 -0.87 B -2.16 -0.16 -2.20 -0.76 2.01 0.65 1.25 -0.14 P (psf) -33.94 1 -2.44 -34.64 -11.87 31.55 10.25 19.68 -2.28 F (kips) -1.79 1 -0.13 -1.83 -0.63 1.67 0.54 1 1.04 1 -0.12- DATE: 5/2/2016 VINCI & ASSOCIATES SHEET: A3 PROJECT: Dave Severson cSlmck�ral Cngmeers JOB NO.: 09-3457 0 Williams Rd 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Butte Valley, CA p805.496.2100 • 1`805.496.2442 • e vinci@VinciSE.com CLIENT: Alternative Energy Systems FOOTING DESIGN - PV Sloped Dimension: 170.68 in TYPICAL ARRAY PV Array Angle: 20 degrees Post Spacing: 8.00 ft No. of Supports: 2 Footing Diameter (d): 16 in MAXIMUM VERTICAL FORCE: 2.52 k / (10.0 x 10.0) = 25.24 psf x 0.6 = 15.14 psf MAXIMUM UPLIFT FORCE: 2.33 k / (10.0 x 10.0) = 23.26 psf x 0.6 = 13.96 psf ASD Factor GROUNDTRAC SYSTEM CAST INTO EARTH Maximum Vertical Load: (Worst Case: DL + Wind) P = 1 15.14 psf + 2.8 psf DL + 0 psf snow = 17.94 psf P = 17.94 psf x ( 160 " /12"/ft) x ( 96.0 " /12"/ft) = 1918 lbs for 2 Supports P = 959 lbs/footing Try 16" diameter footing Soil Bearing = 959 / (p x 0.67) = 687.4 psf << 1995 psf 1500 psf x 1.33 (CBC Table 1806.2) Maximum Uplift Load: Therefore O.K. P = 13.96 psf - 2.8 psf DL = 11.16 psf P = 11.155 psf x ( 160 " /12"/ft) x ( 96.0 " /12"/ft) = 1193 lbs for 2 Supports P = 596 lbs/footing Try 16" diameter x 27 " footing Allowable uplift = Concrete DL + Soil Cohesion ( 130 psf x 1.33 ) per CBC Table 1806.2 [ (7r x (d/2 )2) x 150 pcf x 2.3 ft ] + [ (-n x d) x 2.28 ft x 172.9 psf] = 2128 lbs , Design Ratio = , ( 2,128 lbs / 596 lbs) = 3.6 Therefore O.K. ' DATE: 5/2/2016 VINCI & ASSOCIATES SHEET: A4 PROJECT: Dave Severson cSlruclura./ (Snyineers . JOB NO.: 09-3457 0 Williams Rd 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Butte Valley, CA 0805.496.2100 • f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN OF PIER FOOTING & POST CHECK �WIN= Post Spacing: 8.00 ft Number of Columns: 2 Horizontal Load: 9.5 psf ' Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: ' (CBC Section 1807.3.2.1) d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) A = (2.34 * P) / (S1 * b) 1 P P 95 lbs = 9.5 psf x 8.0 ft x 3 ft / 2 columns ' h = 5.5 ft (Average Height) S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b ' = 16 in (diameter or diagonal of square) GOVERNS >>> Try d = (ft) S1 @(I /3)d (Psf) A Calc d (ft) 1.28 1.53 1.78 2.03 2.28 151 181 210 240 270 1.101 0.921 0.792 0.694 3.18 2.86 2.61 2.42 "213 2.53 299 "55 DESIGN COLUMN •MCoi = Ph = 522 ft -lbs 1 3 Scol = Mcoi � Fb 0.27 in Fb = 0.66 x 35,000 psi ASTM A53, Gr B ' »»> USE: 161/2" Schedule 40 Pipe S = 0.33 in3 with 16 inch diameter x 27 inch MIN. deep concrete footing. 1 , tDATE: 5/2/2016 VINCI & ASSOCIATES SHEET: A5 PROJECT: Dave Severson cslruclural &YMeers Job NO.: 09-3457 ' 0 Williams Rd 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Butte Valley, CA p805.496.2100 • f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems ' DESIGN OF PIER FOOTING & POST CHECK WIND ' Post Spacing: 8.00 ft Number of Columns: 2 Horizontal Load: 9.5 psf ' Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: ' (CBC Section 1807.3.2.1) ' d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) A = (2.34 * P) / (S1 * b) P P = 95 lbs = 9.5 psf x 8.0 ft x 3 ft / 2 columns ' h = 5.5 ft (Average Height) S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b = 24 in (diameter or diagonal of square) • t GOVERNS >>> Try d = (ft) S1 @(I /3)d (PSf) A Calc d (ft) 0.69 0.94 1.19 1.44 122 167 211 255 0.908 0.666 0.526 0.435 2.83 2.36 2.06 1.85 1.69 300 0.371 1.69 1.94 344 0.323 1.56 d GOVERNS >>> Try d = (ft) S1 @(I /3)d (PSf) A Calc d (ft) 0.69 0.94 1.19 1.44 122 167 211 255 0.908 0.666 0.526 0.435 2.83 2.36 2.06 1.85 1.69 300 0.371 1.69 1.94 344 0.323 1.56 ' DESIGN COLUMN ' Mool = -Ph = 522 ft-Ibs - Scol Mcol Fb 0.27 Ina Fb 0.66 x 35,000 psi ASTM A53, Gr B I»»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in3 with 24 inch diameter x 20 inch MIN. deep concrete footing. ' DATE: 5/2/2016 VINCI & ASSOCIATES SHEET: A6 PROJECT: Dave Severson 31rucfural Cnyineers JOB No.: 09-3457 1 0 Williams Rd 175 E. WILBUR ROAD, STE 103'- THOUSAND OAKS, CA 91360 ENGR.: JRV Butte Valley, CA p805.496.2100 - f 805.496.2442 - evinci@VinciSE.com CLIENT: Alternative Energy Systems ' DESIGN OF PIER FOOTING & POST CHECK WIND 1 Post Spacing: 6.25 ft <<< REDUCED POST SPACING Number of Columns: 2 Horizontal Load.: 9.5 psf 1 Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1807.3.2.1) d = (A/2) (1 + (1 + (4.36h/A) )^.5)) A = (2.34 * P) / (S1 * b) 1 P P = 74 lbs = 9.5 psf x 6.3 ft x 3 ft / 2 columns 1 h = 5.5 ft (Max Height) S1 = 266 psf/ft x (d/3) (include3 1.33 increase for wind) h b = 29 in (diagonal of square) [21" x sgrt(2)] 1 1 1 GOVERNS >>> Try d = (ft) S1 @(I /3)d (psf) A Calc d (ft) 0.35 0.6 0.85 1.1 75 129 182 236 0.958 0.559 0.394. 0.305 2.92 2.13 1.75 1.51 1.35 289 0.248 1.35 1.6 343 0.209 1.23 1 _ DESIGN COLUMN Mco1 = Ph 408 ft-Ibs 1 = 3 Scoi = Mcol � Fb 0.21 In Fb = 0.66 x 35,000 psi . ASTM A.53, Gr B 1 »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in with 21 inch wide x 16 inch MIN. deep continuous concrete footing.