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HomeMy WebLinkAboutB14-2526.EnphaseO M215 Microinverter // DATA _ INPUT DATA (DC) M215-60-2LL-IG-S22/S23/S24 Recommended input power (STC) 190 - 270 W . Maximum input DC voltage 48V Peak power tracking voltage 27 V - 39 V Operating range = �` 16 V - 48 V ` S Min/Mai start voltage 22 V/48 V Max DC short circuit current . 15 A Max input current 10A OUTPUT DATA (AC) @208 VAC @240 VAC Peak output power a 225 W 225 W Rated (continuous) output power 215 W 215 W Nominal output current r ., 1.1 A (Arms at nominal duration) 0.9 A (A rms at nominal duration) Nominal voltage/range 208 V / 183-229 V 240 V / 211-264 V Nominal frequency/range 60.0 / 57761 Hz -60.0/57-61 Hz Extended frequency range" 57-62.5 Hz 57-62.5 Hz Power factor r " "" r - ..:: •--•,..-..-c .--r—,-,�-.sx-yrs: >0:95 "A0:95 Maximum units per 20 A branch circuit 25 (three phase) 17 (single phase) Maximum output fault current (t' .F ~850,mA rms for 6 cycles 850 mA rms or'6 les EFFICIENCY CEC weighted efficiency, 240 VAC 96.5%., CEC weighted efficiency, 208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) 99.4% 'Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range .; ;400C,to+65°C ,� s�,1 ,• t kt, ,• . Dimensions (WxHxD) - 163 mm x 173 mm x 25 mm (without mounting bracket) Weight: + r." w, ` . = r , :, "r 1.6 kg(3.41bs): i� :r°t.. it e , „,. 4 s «,.. Cooling Natural convection - No fans Enclosure environmental rating Outdoor - NEMA 6 FEATURES - Compatibility _ - + Compatible,with W -cell PV modules: 1 • �' 3 Communication Power line Integrated ground' " The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground •is' provided in the Engage Cable. -No additional GEC or ground is required: Ground fault protection is. ., ` integrated into the microinverter. L { Monitoring , Enlighten Manager and MyEnlighten monitoring options - Compliance .,, UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 _• -.• y ' Frequency ranges can be extended beyond nominal if required .. , by the utility - '.N y�i •r.. _,, � � y `' � 1 r„1�� ,Vr . rJ.i , , f - _ ' ' L ` To learn more about .Enphase Microlnverter technology, 4 enphase- ��'' visit enphase.com • r ••- �• - . t� ,l i, tom. E N E R G Y 0 2014 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. Enphasee Microinverters Eriphase@,M215 i BUTTE ` COUNTY NOV 10 2014 - DEVELOPMENT SERVICES 6 ".4 . r t� r i�,�,a[� � r•Fxp f.�,w �.W,v �'IA-�..'k7Tr 4.y r� � r . .- Xa _ f • The Enphase" M215 Microinverter with integrated ground delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the advanced M215, the DC, circuit is isolated andinsulated from ground, so no Ground Electrode Conductor (GEC) is required, for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs.' The Enpliase M215 integrates seamlessly with the Engage® Cable, the Envoy' Communications Gateway', and Enlighten", Enphase's monitoring and analysis software. PRODUCTIVE • SIMPLE y { RELIABLE - Maximizes energy proddction - No GEC needed for midoinverter - More than 1 million hours of testing - Minimizes impact of shading, ' - No DC'design or string calculation 'and millions of units shipped dust, and debris required -Industry-leading warranty, up to 25 - No single point of system failure -'Easy installation with Engage years - Cable pB�MI f # @lPf°f GAUN ry ��11filOPMENT SERVICES rFOR e enphase-, REVIhW`/��D NPI_ JNCE s�® L ENERGY Cj C®�� C US DA c ® Breaker Panel / Pug Boi es a:tt risRn_'xtMu ateriais used for me:kina, !Safi be we3ther resis�nt. iFC a051i. A i The rnarkincs shall be - - of sOfflident durability to !W-;rldthe errdmmmerr. a cs iiF, - — — ZF r., --impived. NEC i 0.2 i MEM CTMM [At 1-T1111 4.0� i[a.iSC :Iu(�b Asa l9:]::+.(ll� •- .. ___.__ . ® Combiner Box, Circuits/ EMT i idG¢e&ner Box / . I® AC Disconnect / Breaker/ Points of Connection �[ Enclosures / Raceways . + t31's b:eS EO.t�'.'im - 1 •S is a::.7i�s:.>9•:.::SSfr i = •© Inverter ® Net Meter ® Building'/ Structuee DC Disconnect Breaker rre'�edaSo i • • • s'EatK�0.F31 - it; xissn3.ei636A, ® Main Service Disconnect sc asd�x®c, a: v�t3axt=,o¢6Af6141.3 r,C 6k-.;:La:_'xEe:is:r:tal.F7 3?+' `Cs+ 0 mom, a W11 FEAR ' 4actdsn.: - Yd ::+:y36Cr's t3:GS.•ypJ EL �:i.tL.:Li?C.:Sd 1S Ems: - .51:i•.'..FJGS�i:OC: nFi-..8 s ' ti¢sm3fg3),r.e5m.n.fa fe_ataasto {xsmn.r.Gewsffa,aar:�seafs e��eaa�7W - axiss:v: ea�ecsr+aysaeis c}Se :;ti •15. abt--ha a, --x re «•hezcis brm-e .^r ecefi=--_z§ ern:J�2= ==a J*,= -new_•-Wn-bes;�;*-'.-^tee ae::se' 1• rlsa��a iss abzlYn�a• .tm:a ^be �,,=; _r �a tsarr*w:!z 3=d te_% ia';e, :Ee ds .¢i eM&s ber� c•! be c_z-id-?c lb: rr's:�sa: ;s -A -4C :r3sztaaiswr;;tr.+.a r:�•a;aYSYleta .% • at` ea 'tr.3erlczc-. . t�xs:mrzeuetro a.�. ,r,. ttd83U.t%(4) _ NfC�fl!aR7 � - r�C�D.S3 a , %t'C{b9fl.3#7 .. tF?e:ea9 tari�a'sdye .rec>ryr:as rsr� F.ad; .a'2ts�s�r: FitoonrsJog x:s s!it .A11ir. r.2ss'zr, prSsa cf L-r•cc-ea 'i. ,`%- .. t a' �e ro sera shalt be laSee6 � ead+l�eiw� . e. c � q�: ate= 2 Aw&.D''*bd W be. 'e;mm�9 a a' +t as a a!ove:a'x' cii ara�,^.zs s.'w1 � rxY� c as r::assc'.a is o�7inr bmaditar Ce+C caiae tae • cartsx. X;�ZL CLie �iicr•c&9 eraM rim - - - ; Lmadmratft disnn:et m sa :e4c+cr r. ' �"et 'e.. ,se+q�eaea aa�e�amncareea d' NKtSnyio ., . erxeHaii.. -. �., 1./ ,:he=%necta3er Cjd=yica-aura •' . c,� ta•ku�sar�.�. Frtrancbm:cmrewp�Aer paeet to¢Zms �a[• ..Pr'�dbd �r3eEzsa•.ra:?d poaa ;' •.a nemtw rspaa3,�AC vdzea• `,h t�_i A'PC 68LL�3, •i �• in�ah espoad Gge;sm stall bz a2:ei rads acceswz9te.P•��Yffie cs�ria�eW- ,xEe b9D.55 •• 'w Si•r'•at;^„eredmms are erred in hw^-i �R tzni m.,'n�s usavg s9rsfr2'9�+5+a65Ed r` rEs:avtec:�a clears, ' "j jlr',•-F1 pOtsts ASa.B te�J�rx•rsc.•aye skia§o r -.vmtm jec dng a31'LIT B02=Qmd k, FY ;eliarstaem NK69661 ••' a • �eP.ad9d A{i•�7G i'.8f...•3 OpHa$.y"W`,a^.r. a s, { -edu,KaM awda•ed ecinTm to loeiyan r F ' e• c .ivy arty eye' a:atus adW31-1) *e i w•,E�S+a Wdeavicekv amwf910.1Cs1A(7} 1asa �ratr s�vvr;.eazssan�,,. ,e 5m�sida.�d a; •, ♦ ` 1� . •KS•tIL'1.��ySfa.Sw'L:.IIa:j bet-.zi •C_=:ticc m - t Y - J~ �"."e ”>+^•si Fnt' 't t� d t +'ai w'` nk• t _ (��, L •� + '• BUM COUNTY DEVELOPMENT SERVICES : • • REVIEWED FOR CODE, OIVIPLIANCE DATE r'f BY ^r L (F) aw llft". L 1°ATr.o Vele trenler i (EI3°C�14m Anel. 4 RpW 1.Pole lepV, Gi°M AI�OISCONFER. i Natlo6m,eeo,eerpw+a(Ffq eamMae mrrpmnpwerm Weti>ae6 �++1, b CleetbemM»af COMPLY VUlTH' CALlFOMW41 ELECTRICAL r iCODE'for'wiring 'methods- secure conductors and conduit per all applicable requireinsnts as required by lfie 2013 CEC for the specific method of wiring COMPL•Y,WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS, FOR SOLAR: -27 PHOTOVOLTAIC SYSTEMS e 11 N COMPLY WITH 1CALIFORNG4•,� ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING ' AND'BONDING ',COMPLY WITH 2O13,'CALIFORNIAe ''T" {ELECTRICAL CODE- ARTICLE 705-, REQUIREMENTS FOR Interconnected ' IlE/ectric Power Production Systems I COMPLY WITH 2013 CALIFOR104 ELECTRICAL CODE- ARTICLE 890.10 (F), 408.38(0) and 5" 7012(0X8)t. ,`. REQUIREMENTS FOR L&Wfy-6►teicamected E/eatric Power Production Systema T annc.. n W N'• 4; ��++�•��*w* Fuucmm _ eK`M•N}uvvM eW•e.. SOLAR PHOTOVOLTAIC ARRAY SYSTEM WIRING SCHEMATIC Provide readily accessible capability to ' 11 C.Irrm circuit breaker(s), disconnect(s), fuse(s),switch(es) and their accessories,,, as required and defined in California ' Electrical Code - • T - Label, circuit breaker(s), .disconnect(s); fuse(s),switch(es) and their accessbHes,'to idefiWtheir - irl-0 1. ,..-";EY,i l . Iodation and" equipment'" x Q CAtnION: SOUR CtRCtM m V�� � "� cAur10N: soLAR ta.ECTRIc ��bt�� •"""°. sysT�coNNecnDN MICROINVERTER TECHNICAL DATA M_. 5wee. FMrp. e< .� I JWE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODEMPLIANC^EI DATE BY �..._..._.,� 6 ..�.. �.. ' rf tem - _. — :. ` __i .._�_ � ^._ .,_.,_.,.. _._. _ .�� _-..-.+.- .-_ ' .�... _...�.....--�.- _ _. — � •� i_� '... __ ...� _._....._--,........ __.... _ e,� ►v w to Vt •u-' ___ _...._._ _.... - - - ._.._____..._—., ... � 1 i } i u v w , -L J 1 lup 1 -L J 1 lup GREENWAY SOLAR .21 0DELGO-250WP I I - �_J i it 1` I'I f�a II I•_- Vii%I REV66DE,, li ! 4-'j_�' IVUV 1 V LU14 ©Ey�� RMjp1T $ERVICES _WED FOR DEVELOPMENT O PLIANCE SERVICES ."�6s e.ie•s lt4pU f�tj B m ossa - - 0 BACK VIEW , R° ea ELECTRICAL CHARACTERISTICS 2 250W OLERANCE;'OF PMAX +/-5% R&OF CELL POLY FELL CONFIGURATION 60 IN SERIES GOC 38.3 V Ptit "" 29.8 V SC"; Y 8.90 A M�', 8.40 A ODUL�'EFF. 15.3% AX SYSTEM VOLTAGE., 600 UL 1000 IEC EINES FUSE.FATING 15A OCT k. ,, L 47.5 C :. ECHANICAL CHARACTERISTICS imensionsi 994 x1640 x 46 mm ."�6s able Length (G) ` _ 43.3"/ 1100 mm utput InteFconnect Cable 12 AWG with"MC4 eight 41.9 lbs /}l 9. Qyg - cefl)- `40 to 194°F;/ -40 to 90°C ADE TO UL1703STANDARDS MADE IN USA �-- WWW.GRE,ENWAYSOLARPOWER.CONI _ .. W1 r4Y 9 e.ie•s lt4pU f�tj B m ossa E) ED 0 BACK VIEW ea 2 able Length (G) ` _ 43.3"/ 1100 mm utput InteFconnect Cable 12 AWG with"MC4 eight 41.9 lbs /}l 9. Qyg - cefl)- `40 to 194°F;/ -40 to 90°C ADE TO UL1703STANDARDS MADE IN USA �-- WWW.GRE,ENWAYSOLARPOWER.CONI _ .. W1 r4Y 9 All BUTTE COUNTY NOV 10 2014 DEVELOPMENT SERVICES .383: Rio, Lindo Ave, Chico, CA 959.2.6.. o��-- p. (5.30)* -:592m4407 www.summlitchicocorm m SD Struct oulau BUTTE Couj;TTY DEVELOPMENT SERVICES REVIEWED FOR Client:; C�DE COMPLIANCE Robert-GAn-irtibris DATE I Z -A - I -I +- 13Y Project: (1) Pole Mounted Solar Array:(Fou.ndations and Roles. Only) Address:: 4374.Round.'Valley- Ranch Road, Paradise, CA C 8 An EXP sr ClvvL OF C A 10%111 Note: '$,ummit. Slrucfu',ral Design {SSD) is, .not responsible for Oh - site J"qs --6 ito: assure -compliance with the slandprds,.; sizes, materials, or woRmaosh ips�pebi : fii " ed"T , h r ;' erein'. SSD is. not reSpoinsiblo for any structural el.ement or system not specificallynO ted: in this. set Of specifications/calculations unless :-jauftrized writing by -S" Workmanship shall - be of'tho bighest qp;pjity.:and in all �Q asesshall' fbIl' pw accepted; constructimpractice, the latest 0dition-...bf'the'California Building Code, and lo. -Cal buildingopar lrqqntptandards. e -19 � 60 p Y Summit Structural Design PROJECT•Gammons STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND. ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL. CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST, BUILDING DEPARTMENT APPROVED, STRUCTURAL DRAWINGS: SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN. THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL'FROM THE,ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE.METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL, INCLUDETORMING,.SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRU.CTIO.N IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS; THEN ITSHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS. THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BYTHE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1,500 PSF PER CBC TABLE 1804.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS:ASSUMED TO BE DRAINED AND' FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADEA GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE.BROUGHTT.O THE ATTENTION.OF. THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD'FOOTINGS'' WALL FOOTINGS, AND. GRADE BEAMS SHALL BEAR OWUNDISTURBED SOIL WITH A FOOTING DEPTH BELO.W.FROSTLINE. E) BOTTOM OF ALL FOUNDATION TRENCHES:SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5%AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET'HORIZONTAL, G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE. FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES, AND SHALL BE COMPACTED A MINIMUM OF 90%. 1) FOR FOOTINGS,PLACED ON OR.ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OFFIGURE 1808;7.1.9F THE.20i3 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN. STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150.AND SHALL BE TYPE II OR, TYPE.III LOW ALKALI, D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS THAT ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227; 289, AND 295. IF TEST DATA IS UNAVAILABLE` IN REGARDS TO ALKALI REACTIVE. MATERIALS, PROVIDE CEMENT -WITH A MAXIMUM.ALKALI CONTENT LESS THAN 0.45% BY WEIGHT: E) CONCRETE EXPOSED TO FREEZING OR.THAWING SHALL BE PROTECTED .IN ACCORDANCE TO THE LATEST EDITION OF ACI 318. F) SLABS ON GRADE:SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE:, AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT.'15".0,C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB' WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO -EXCEED 16'=0" WHERE:SLA& IS REINFORCED,. SAW CUT AT INTERVALS, NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. Summit Structural Design PROJECT -Gammons I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL:: 3" CONCRETE WITH SOIL.OR WEATHER EXPOSURE: #5 BARS AND .SMALLER: 1 %" #6;BARS.AND LARGER:; 2 CONCRETE'WITHOUT,SOIL OR -WEATHER EXPOSURE' 'Y. J) REINFORCEMENT:SHALLK GRADE 60 PER ASTM A615 U.,N.O. LAP BOTTOM; BARS 60 BAR DIAMETERS U N.'O AND LAP TOP BARS, PLACED ABOVEI2" OF CONCRETEOR MORE,;80 BAR,DIAMETERS U,N:Q.. K) #5 AND LARGER REBAR SHALL NOT BE RE` -BENT: L) ALL REINFORCING'STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELYSECURED,IN POSITION BEFORE.AND DURING ;CONCRETE PLACEMENT. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16"'OVERSIZE. B:) ALL BOLTS, NUTS, AND, LAG SCREWS SHALL BE,PROV_IDED:WITH FLAT. OR MALLEABLE.WASH ERS'WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENEQ UPON INSTALLATION AND' RE=TIGHTENED";BEFORE CLOSING IN OR. AT COMPLETION OF JOB.. D.) LAG, SCREWS SHACL,BE SCREWED, NOT DRIVEN, INTO; PLACE. E,) FASTENERS IN PRESERVATIVE OR:FIRE.RETARDANT, TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 7. STEEL 7,1 STRUCTURAL STEEL A.) STRUCTURAL STEEL: ROLLED STEEL SHAPES,. PLATES, AND BAR.S:.SHALL,CONFORM TO.ASTM A-36., WIDE, FLANGE SHAPES SHALL CONFORM TO ASTM A-992.. B.) STRUCTURAL TUBES: STRUCTURALTUBESSHALL CONFORM TO ASTM A-500159ADE 6. :C•) ALL WELDING SHALL BE ELECTRIC ARC WELDING; AND SHALL BE PERFORMED ONLY -BY EXPERIENCED,, QUALIFIED WELDERS. ELECTRODES SHALL BE E60. XX,FOR METAL DECK AND E70 XX'OTHERWISE; UNLESS -SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO AWS D.1:1. D.) UNSPECIFIED WELDS:- .WELDS'NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. WELD SIZE SHALL.BE PER AISC SPECIFICATIONS FOR THE THICKER PART OF. THE,JOINT. E.) ALL STEEL SHALL BE SHOP PAINTED, UNLESS. ENCASED IN:CONCRETE, GROUTED MASONRY;]OR;SPRAYED _ FIREPROO,FING,,uNLESS SPECIFICALLY.NOTED ON THE DRAWINGS. F.) BOLTS AND LAG SCREWS; 'BOLTS AND LAG SCREWS SHALL BEASTM A-307 UN'.0. AND PROVIDED NEW AND WITHOUT EXCESSIVE, RUST. 9. DESIGN LOADS A) ALL DESIGN LOADS.ARE PER CBC CHAPTER 16, DIVISIONS I; II, III, AND IV U.N.O. / C) SEISMIC-ZONE:`,D D) WIND SPEED: 100.MPH.EXP C Fo u n d a tio n1 111 - 1. a n a n:d Detail 6" MIN,: '!'Yp. .I o EDGE. OF SLAB r L L J. 0 0 ARRAY SUPPORTS. I I, ABOVE BY OTHERS: � HIGH :AND LOW SIDE POST PAIRS'. MUST' BE CONNECTED WITH A SUPPORT MEMBER BY r -1 OTHERS I I L _1 TYP A SK .6" MIN, TYP - - -� NOTES: 1,) SOLAR PANELS, MOUNTING '.STRUCTURE,. AND ATTACHMENT TO :HSS :BY OTHERS:: 2.) MAXIMUM ARRAY SLOPE 21' '(FROM HORIZONTAL): 3.) FOOTINGS SHALL BE CLEAN AND :LEVEL AND BEAR ON UNDISTURBED .NATURAL SOIL. 4.) CORROSION PROTECTION BY OTHERS. SOLAR ARRAY FOUNDATION PLAN .N.0:S.CALE Project Dgte J Suit :2QO, °. GAMMONSSOLAR ARRAY Sate zoo ph'°°.°A959z6 4J74 ROUND VALLEY RANCH ROAD P ssoss24ao7 Sheet 4.. . SummltChfco.com< PARADISE CA. S:S K 1 ,i. BENT #4 BAR.X 2�0` ! ') LENGTH AT MID -DEPTH: ! ( OF SLAB,. TYP I` i- MSS4x4x1 /4,, ) -I TYP (8) PLACES,-,: ! ( �4' MINIMUM: CONCRETE SLAB ! ) ON GRADE BY OTHERS J ! THI,CK FOOTING, TYP !_ AT MIDDLE FOOTINGS, I PLACES r �' ! f 2�_0� SQ. X 2._6n � � r THICK FOOTING, TYP AT 'END :F.00TINGS. (:4) PLACES In ADD #3 HOOP.' OF HSS, (4) TOTAL\, CONCRETE SOG BY OTHERS, 4" THICK MIN., PROVIDE 1" 'CLR-. GAP 'BTWN HSS AND REBAR-, TYP_ 1/2" PLATE X 121" SQi7 HSS PER PLAN, CENTERED IN FOOTING BELOW (4) #4.. E. W. TOP AND BO" DIM. PER PLAN' 1 CLR. 3" CL R, Tylp NOTES: 1.) SOLAR' PANELS MOUNTING STRUCTURE, AND FROM ATTACHMENT TO, HSS BY OTHERS, 2.) MAXIMUM ARRAY SLOPE =21- (FROM HORIZONTAL). , RIZONTAL). 3..) FOOTINGS. SHALL BE -CLEAN AND LEVEL . AND , BEAR ON UNDISTURBED NATURAL SOIL 4.) CORROSION PROTECTION BY OTHERS. TYPICAL HSS. FOUNDATION DETAIL A NO SCALE' SS K2 Project Dote 383 Rio Undo Ave. S Ite 200 GAMMONS SOLAR ARRAY fl,/06/14- Chico. CA 915920. 4374 ROUND 'VALLEY RANCH ROAD P. 530.592.4407 8 Summ ltChico.com -Sheet PARADISE, CA. ss* 2 s* 9 Foundat and S Cal.,C5 H -S SIDE" NA.L'W SOL.AR.,P1. -RACKING SYSTEM S:CALE: D ETA.l L, m R V BOX DUIT /4" TD.00R MAIN LUG- (BR-24L7,of3p) BACK VltW S..OLAR PV ,RAC I. N G SYSTEM DETAIL SEALt': !/-,411 1 1-b." Summit: str U Ctutal Design: Project: Gammons - Solar 'Engineer: R:KB, ' D'esi'gn.of Gravity toads Gravity Lqa4s: Array S-Iope"- 4.5 to 12 Array Deadload S.6.1arTanels w 3 a psf Framing 20 Of Total*(slop8d) 5t, xf� ign x':16 f •. ?„f� 1 ft1t. ! rY i i , q ?+.Lfi^y° 't F , `< I } a � 1j 3'.. � *' • `4 tt, S'y•t � ,yi\} ' i VSF'YF / `,`MT _ 55 '45rIRt Y / •c7 � i � •' G i ! tJ' ! '.'.. X�kr ' �ji♦ b \ Jt!yp� +,$ltf�r �C, k A '�; } ,, ,+i� a4 �'�'� _ 1.'y f ,`� �M4 .. r�, t ' 3 `• 5 F Y loot,5 r ✓ 3' r '� pt i +11 it (»o . 1� 1 , Y fV (tW RK �Jr1 ytDj t 1 fi � Ori S♦ - � i :. '? .. y A.— Q ., $ Ft'!F, E.� {x� tiYQ r vlrtf r°tY4 t41.�}l � tir ,xk) • �r ��s11``n,,��l `S'�k,''"` f 4'r ,• y�,. 4374 Round Valley,Ranch Rd, iadise CA 95969 nUSA l � _ `'t �� ��IaY� � ' �" ' ` �� - r ' "; } �� ? r'• � � � '.• ^� s F ��} . �, � 1 r. � ri .; x � !t 1>r _' (' a y�, t � i�• .S Y r,-.lyt } i' t r w ' f } 1 so V ' ( r j•l.,. ! E. '. J It y f.�., Poo , a 7 - ��I �` kffi'��+i�F. v r ' �l r .F. E A r pdt'�ygy "t .• i[F(t , r i { .' ti ��?•+ .. f. �rY !-i.! F( r. t •{,t � t' ^'{i i l'! 3 ? A t I i� . I �...�� v,ti r t' { � : f 1 �I _ '1' y,7 . ,laL4 r' r° Fvy f �y 45p. , r t ;A t -YL^, I. ( E i (iY OCT. Google eartfl `• t�'f f Z��ryS 6 ,xl� - I I/�/LV 14 Design Su ; t es Maps mmaryReport .. • —USC S,Desi nI.:..Ma a Suimrnar Re o.irt; 1. U.Ser-Specified Input Building Code Refereni" vDocu'ment 2012 International'`BuMing ; Code R • :(which utiliies U5GS•h6zard'.data available in 2008). ` Site Coordinates .39',7.1:0N, 121,.'63- w, - sti i F. Site:'Soil:Classification Site Class'Q "Stiff Soil"` Risk: Category I/TI/III' y • - .: -,.. ... ,. ;: ,... . �....: • :-.: _.""' � r...ti:-n t .� .�.::.' tt , - "+it !-'y'.ikl ?i" !.�.9'!f A . r -,x t a�:ua '...iy`. �rc'�i;'��v Y 4 .. �� ycN,,caa,,: USGS.-Provided:' Output: r SS = 0;,625-g Sui 0 8;5:`3 g Sos 0.542 g S.1 0.265'g' SMr SDI:; = 0 331 g For Information �on how the SS and -S values ab.o;ve;have:been calculated from. p.rob:abllistic�'(risk=targeted) and:. deterministic ground :motions in; the directiign of :maximum h.orizontal',response,`please,retur:ri ao the.applcatlon and select the' 200:9 NEHR;P" L 01i ding,e.o•de reference;document. ' , MCER Re'spo,nse:Sp.ectrum Design ResponsQ spe':;ctrum t 0:99 0.90 0 60 4 ;D 5t • •)k a 0:63 A421'- 84 ' v 0. :r.. ... A 0.45 , ' • y'• r 0.30.X + 0 I4:- 0 r27: VA 0:-18 ' ,,. .. 0 12' ' , . • 0 09• L 1 0r06t: q Or00 :0 00 ,, ,- O:OOr 0;20 0 40' 0:�0 0 80 1.00 1:20 ,1.46 >1 60 1x80 2 00' 0 00 ,0 20 0 40y 0 60 0 90 1 00 1 20- 1; 4D 1 60 1 80 3100 Y. Period, T=;t'sec) `. y- - • `Period 'T (sec)r R. Although this informatiohis',a product of,tlhe U. S: Geol.o-gical Survey, weprov.ideno warranty; expressed or implied as to the accutacy of the; data contained herein. This`.tool,is not a -''substitute fortechnical subject=matter knowledge: httD;//ehD3-earthaubke.Wr`.USOs:fo6V/de§ianmaCts/!)R/StitnM,irb-nhn.?tamiiinto=MinimalRlAiitiiHPd p71AInnmilvi'19IF3Rcitonc�cciR'.icVroionv.,_riR�;t, .. i`i4 Summit Structural Design P.rofect: Gamm6ns:Solar Engineer: RKB Design of Wind, Load Qeyelopment for. Open/Pitched; Bldg (ASCE 7-10) Design Windaoads on Open Monoslope.Bldg: F=,ghGCNA (lbs) Determination of q,, Velocity Pressure qh=0.002S6K=K,,KdV2(CCF)= 31:10 Z= 10.0. K= 0.85 Ke 1.0 Kd= 0:85 V=. 100 LCF= 0.60 psf Height Above,Ground Level,, ft Calculated Velocity Pressure Coefficient Topographic Factor (1.0 for flat Terrain) Wind. Directionality'Factorfrom Table -6=4 BasicWind Speed, mph. Load Combination Factor Determination of G,: Gust Factor S= ASS h= 10 Structure Height, ft P- r iii:_A e Wind. Directionality Factor,,Kd (Table;6 4) Structure Type Ke Buildings, MWFRS 0.85 Buiidin s;.CC 0.85 ,Arched Roofs 0.85 Square Chimneys, Tank's; & Sim, 0:90. Hexag. Chimneys, Tanks,.& Sim. 0.95 .Round. Chimneys, Tanks, & Sim. 0.95 Solid;Slgns. 0:85 00en.Sle s:& Lattice Framework 0`g5 Tri,,S,Recta Trussed,Towers 0.85 All Other TrussedTowers. 0.95 Determination.of Net Equivalent CN, Force Coefficient CN= -1.6 1:75 Determination of A, Area Projected on: a. Plane Normal to Panel Panel Area= 260.0 ft' Panel Force=- -3924 NCI w'l - I Wit l . 4 001, 41292 lbs 1.' �-T MAS ��arsz. ta�p��o��= ����g 12��i-�y��►s����� Z�b�. F.__`1 Ms;� h10titL �a�fl) P�1��.' 9 i1. Terrain; Exposure.Constants'(Table 6-2, Modifled) Exposure. g z (ft) a.bar b'bar c (ft) tbar zbar(ft) g =g„ B 7.0 1200 0.25 0.45 0.30 320 0.33 30 3.4: C 9.5 900 0.15: 0.65 0.20 50.0' 0.20 15 3A. D 11.5 700 0c11 0:80 0.15 650: 0.125 7 3.4: Determination.of Net Equivalent CN, Force Coefficient CN= -1.6 1:75 Determination of A, Area Projected on: a. Plane Normal to Panel Panel Area= 260.0 ft' Panel Force=- -3924 NCI w'l - I Wit l . 4 001, 41292 lbs 1.' �-T MAS ��arsz. ta�p��o��= ����g 12��i-�y��►s����� Z�b�. F.__`1 Ms;� h10titL �a�fl) P�1��.' 9 i1. a' MINIMUM DESIGN LOADS 'Main Wind Force Resisting System - Part l 0.25:5 h/L S 1.4 Figure 27.4-4 Net Pressure Coefficient, CN Monoslope Free Roofs Open Buildings e 5 450 = 009 1,800 L L N: 0.5L i� 0.5L _I I_ 0.5L ;t 0.5.L I ' I CNW' Wind CNL .Direction y-0 h 8 Wind Direction Y =1800 Roof Angle 0 Load Case Wind Direction, = 00 Clear Wind Flow Obstructed Wind Flow CNW CNL CNV CNL Wind Direct on,,y =1800 Clear Wind Flow Obstructed Wind Flow CNW CNL CNW CNL 00 A 1.2 0.3 -0.5 4.2 1.2 0.3 -0.5 -1.2 B -1.1 -0.1 -1.1 -0.6 -1.1 -0.1 -.1.1 -0.6 7,59 A -0.6 -1 -1 -1.5 0.9 1.5 -0.2 -1.2 B -1.4 0 -1.7 -0.8 1.6 0.3 0.8 -0.3 150 A -0.9 -1.3 -1.1 4.5 1.3 1.6 0.4 -1.1 B -1.9 0 -2.1 -0.6 1.8 0.6 1.2. -0.3 22,50 A -1.5 -1.6 -1.5 -1.7 1.7 7.8 0.5 -1 B -2.4 -0.3 -2.3 -0.9 2.2 0.7 1.3 .0. 300 A -1.8 -1.8 -1.5 -1.8 2,1 2.1 0.6 -1 B -2.5 -0.5 -2.3 -1.1 2.6 1 1.6 0,1 37.50 A -1.8 -1.8 -1.5 -1.8 2.1 .2.2 0.7 -0.9 B -2.4 -0.6 -2.2 -1.1 2.7 A.1 1.9 0.3 450 A -1.6 -1.8 -.1.3 -1.8 2.2 2.5 0.8 -0.9 16- B -2.3 -0.7 -1.9 -1.2 2.6 IA 2.1 0.4 Notes: I. Crrw and CNL denote net pressures (contributions from top and bottom surfaces). for windward and leeward half of roofsurfaces,respectively. 2. Clear wind flow denotes relatively unobstructed wind flow with blockage less than or equal to 50%. Obstructed wind flow denotes objects below roof inhibiting wind flow (>506/0-biockage). r 3. For values of 0 between 7.5° and 45°, linear interpolation is permitted. • For values of 6 leas than 7.5', use load coefficients for 0°. 4. Plus and minus signs signify pressures acting towards and away from the top roof surface, respectively. 5. All load cases shown for each roof angle shall'be investigated. 6. Notation: L : horizontal dimension of roof, measured in the along wind direction, ft, (m) h : mean roof height, ft. (m) Y ; direction of wind, degrees angle of plane of roof from horizontal, degrees 267 Summit Structural Desigh. Project: Gammons Solar. Engineer.: R_KB Design, of C+C Wind Loads for 0pies n/Monosl 6 Pg. Bldg: (ASCE 71Q.). Design Winj,Loadswbn Open Mon slope Bldg: F=q Determination of q,, Velocity. Pressure qh= 11-08 Psf qh=0-00256K'ZK,tKdV2 I Obstructed. Win&Pl ow Area, EWA Exposure a z9(ft) w,barl..b.bar Ione. 3 Zone:1 Zoned c z= 10.0 Height Above Ground Level;,ft gQ=gjj B. TO 1200 0.25 0..45 Q.30, 3120 0.33 K,= 0.85 Calculated Velocity Pressure Coefficient 9.5 90 0.15 0. -65 0.20. 500 010 8A K,t= 1:0 Topographic Factor(I.'O'fpr Flat Terrain) U& OAS 650:11 0.125 7 :3-.4 Kd=. 0:85 WM60irettibnafity IF actor"frorn'Table- V= 100 Basic Wind Speed, mph 2. LCF= 0.60 Load Combination Factor G= 0.85 Gust -Effect Factor 4 I s` Exposure= C Wind` Exposure�Category: B= .20 Plan Dimension of Building Measured Perpen.diculartoWind L= 12 Plan Dimen'sibn of Building Measured Pbralld-to Wind *,Qit 'c io "ft g t _n a= 3 Width of Pr6ss.dre:Coefficlent Zone,ft. Determination of Civ,.Force Coefficient Effective, Wind Terrain ExpoSpre.Constants, Obstructed. Win&Pl ow Area, EWA Exposure a z9(ft) w,barl..b.bar Ione. 3 Zone:1 Zoned c I MY ;e lw, z bar(ft) gQ=gjj B. TO 1200 0.25 0..45 Q.30, 3120 0.33 30 14 C 9.5 90 0.15 0. -65 0.20. 500 010 8A D. IM 700 0.11 U& OAS 650:11 0.125 7 :3-.4 Determination of Civ,.Force Coefficient Effective, Wind Clear Wind..Flow Obstructed. Win&Pl ow Area, EWA Zone 3 Zone 2 Zone. 1. Ione. 3 Zone:1 Zoned .EWA:5 a 2 3.6 -3-8 2..7' -2.9, 1.81 -1.9 14 742 1.8 -3.2 1 2 -2.1 a.2 <:EWA S 4a 2 2.7 4-'9 2.7 -2.9 .1.'8: 71.9 j;& -3:2 IS -3.2 1.;.2' EWA > 4a 2 IS -1.9 1.8 -1,9- 1i8 -21.1 1:2 2.1 1.2 -21 Determination of Wind Pressure; F (psf) Effective Wind Clear Wind.Flow. Obstructed Wind, Romi.- Area, EWA Zone -3 Zone2 Zone. I Zone 3 Zone: . 2oneA EW,A:5 a2 ..3.3.9 -35.8 25�4 �27.� 17.*0 47';� 22.",6, =39.r.6: 111.6 -.80.1: IiA -19.'8 a2­c'EWA 5 4a? 25.4 -27.3, 25:4 -27.5 17.0 717.3 1710 -36.1. ilb, =3011 1.11 Af 8 EWA > 46' 17.0 47.5. 17.0 -47.9 17.0 7.0 47:5 11.3` 49.8 1113 =19;8 1 Sum mit.Structura-f Design, Project: Gammons Solar• Engineer: kK6 Design of: SeismicTarameter Development (ASCE 740) Mapped Spectral Acceleration Parameters SS= 0:625 Mapped MCE,'5%damped, spectral' response acceleration parameter shortperiods S3= 0.265 Mapped MCE,.596;damped, spectral response.acceleration parameter.at a'period oft second Site Class= D. Based on thesite soil. properties. Site•Class D shall be.used;unless Jurisdiction or geotech;report determines that other Site Class soil propertiesioccur. Occ Category= 1 1=Low Hazard.Structures; 2=Typical Structures, 3=5ubstantiai Hazard;Sfructures,'4=Essential:Facllities Eq. Importance= 1 l for Occupancy Category 1 or2,:1:25 forCtcupancy Category 3;1:5 for Occupancy.:Ckbgory 4 Site. Coefficients Fa= 1.30 Short.perlod site coefficient Fv= 1 97 1—in —1^A eU'u .n FA'Ar m. 11 .. ....:Jl Adjusted SpectraFAccelerationparameters SMS(FaSS)= Site Coefficient, Fa Mapped I second period acceleration parameter, Sl-aiijustedfor site, class effects SM1(F.ySi)= 0.496 Site Coefficient, .Fv Design Spectral. Acceleration Parameters SDS(2/35MS)= Site Class SS; -0-26 Fa'Based on Short Period (SS) SS=0:5 SS=0.75 SS=1.1: SS>=1:26 Site Class , S1<=0:2 Fv Based on 1 Sec.ond:Period (SI). S1=0:2 S1=0.3• . S1=0.4 S._1>=0:6 A 0.8. 0.8 0:8. 0.8 0:8 A 0.8 0.8. .. 0.,8 0:8 0.8' 8 1.. 1 1 1 1 8 C+. C' C D C 1 .2 1.2 1.1 i` 1 :C, 17 16 1:5 14 1:3 D 1.6 1.4. 1.2. i l 1 D 2.4 2 1.8, 1.6 E 2.5 1.7 1:2 0.9 0.9 E 3:5 1 3.2 2-8-. 2.4 2s4 F P&Section'F1:4.7 F Per Section 41:4:7 NOTE: Use straight-line inter olatlon for Intermediate'vaiues:of SS and Si. Adjusted SpectraFAccelerationparameters SMS(FaSS)= 0:813' Mapped I second period acceleration parameter, Sl-aiijustedfor site, class effects SM1(F.ySi)= 0.496 Mapped short period acceleration parameter adjusted for.site.class effects Design Spectral. Acceleration Parameters SDS(2/35MS)= 0.542 Design,S%damped, spectral response acceleration parameter:atshort periods SD7(2]3SM1)= 0.331 Design, 595 damped,sp.ectril response: acceleration pararneterat.a period. of i second 51= 0265; Mapped. MCE, S%:damped, spectral response acceleration parameter at aperiod l.of 1.second' Seismic Design Category SD[= D .Seismic Design C tegory Based on Short Period (SDS) Seismic'Desi o Cate 'o 'Based`on4 Second Period (SDS) SDS Occu` anc 'Catego 1 2 3 d SDI 1 Cliccupaincy-C.aitegory 2 3 4 SDS<0.167 A A A 'A SD1<0.067 A A A A 0.167> SDS<0:33 B B. 8 C 0:067>=SD1<0.133, B. BB C 0.33>=SDS;0:50 C . . C' C D. 0A33>=SD1<0.:10 C+. C' C D SDS -6,50, D DD D SD1>=0:20 D D. D D. S1*4;75', E E E F—,i A ,Surn.rh'it Structural Design Proldct Gaml'n,6nt;S0W Engineer: R'KB' Design ofiSeisTic, Load Development (ASCE 7,10) Equivalenf,Lateral Force Procedure SDC= D. Selsmic Design Category. Cs= Q. 65 M'ppped MCE, S%.damped, s0ectral response accelerati6ripararfietef-at:4 period of -1 second SDS= :0.542 Design, 5%.dim0ed,.soectril.resPbrfsd:ittel6r6ti6h�pbtaMdtei.'atihbqoeriddi, SDI= 03.31 DesIgn,,S%,d6mped, I spectral respoinie acceleration 1parameterat kperIod,of;1.second' Seismic Force .Resisting System=, .Cantilevered Coldmns- R=, 1`25 Response Mociftifloh Factor Omega Naught-- 1.25 System OJerstrepgthfactor Cd- 1.25 Deflection Amplification, Factor Height Limit'-- NL MaxlmumA I [Iowa I ble'St.ructure'Height Occ.'Cate�jory-- 2, 1=Low. Hazard'p Structures;.2=TypIc I , Structures, 3=,$ubsta.n,tIaI H.bz.ard Structures,'4=Essential Eq. Importance- I 'Facilities I forOccupancy Category:l or 2,,I.25 for 0 cupancyCqtegqry3,:IS for Occupancy Catogory,4 TL= 16 .y Long Period Transition Period In,seconds Ta=t= 0.1 Approximate Fundam�ental Periodin seconds SelsmicZasp Shear Cs= 0.43 SDSj(R/I) seismic Base ShLar.Cdeffidientwith:Cbnsider6tion ofRarameteri Below Csmln= 0.02 Shall not1be. less than 0;04.4*SDSOI and.0.01 Csmin(S1>=0.6)=. NA. Shall not be less than 0.5*SI (1171) ifSl>=0.6 2.-36 SD1:/(T*(R/1)) Neednot,,exceedthisVal6e*IfTk=TL Csmax(T>TL)= NA: SD.1.'TL/(T=•(R/I))- Need not exceed I this.valuell I I`J)OTL lw� Vkv,4, Wmi-L rl Vertical Distribution of Seismic Forces ASD:' Story Percent of Elevated level :SioryA; Ijh( (0) hx wx. (kips) k h,kiw, (ff-kips)(kips) Cvx Fx (kips), Shear ; Shear Roof '10.0 10.0 1.20- 1 12.0 10 0.52 0.36 100 9 0.0 0;0 0.00 1 0.0 0.00 0.36. 100. 8 0.0 U 0.00 1. .0.0, 0.0 0.00 0.36 100, 7 0'-0 04 0;00 .0.0: 1 M 0.00, 0.36: 100. 6 0.0 0.0 0.00 0.0 1 0.0 75-5 0.36 100: S 0.0 0.0 .0.00 1 0.0' 0:0" 0.007 .7 0,36. 100 4 0:0, 0.0 .0.*00 1 0.0 '04-' 0.00, 0.36 - 100 3 0.0 0.0 0. 0 . 0 0.0 ... 'Q -Q . U0, . 0.36 -100 0.0 0.0, 0.00, 1 0.0: 0.0 0.0 0.36 100. U 0.0 0-00 0.01 0.00 0.30 100' Base Shear= 0.52Total= -12.0 1.0 0.52 lw� Vkv,4, Wmi-L rl Summit: Structural Design Project: -Gammoris Sclar Engineer: RKB n of :1 c6nuever cown St4N!I Code.Check for Structurallubing .Per ANSI/ AISC 360• Section ok fofCompiefssion Properties 0.88 kips < 153'0 of -Allowable - Section ok forCantilever Column Loads Member Length, 1233. ft AxIiI 'Load,.,l:i,j 0.23- kips, K= 2,1 Axlai,Load, Pu,,= 0.87 kips' Yleld'Stress, Fy= 46.0 ksi Seismic Wind Mod.ulus.of Elasticity, E = 29006 ksi Shear V . x,=. 0.06 0.32 kips Height,.h = 4.00 in. VY= O.Qol 0.00 kips Width, W 4:00, in. 12.2832978 kips Benclihig Wall thickness, t- 0.23.In Note: Rzidlus'df Gyration, ex i 1.52 in See latiral,dasign for Seltmlc and Wind, Radius of Gyntion ry = 1.52Ah load development Wind Bending Moment; M = Area; A = 3.37 ln2 Compact Section Modulus, Sx = 3.30 ln3 2.1.5.74 k -in 215:74 k -in Section'Mddulus, Sy isid'A Moment .of.Inertlai Ix = 7. , 80 In4' SectIbn OX Wv Morrilent.of Inertia, iy = 7.80 1n4 kv 5 4— 4.6.9 - ini x-axis v axis zy . 4-69 in4 3A2.,ln3 CV = I Section ok fofCompiefssion Criticil Load Com,blriation, P = 0.88 kips < 153'0 of -Allowable - Section ok forCantilever Column W, 1.670 4.71*(IE/Fy)A(1/2) = 118.261 Kl/r = 204.26. Fe = 6.'860 ksi 6.866 ksi Fcr = 6.0851016 ksi 6;0851016 ksi' . 1 Pn = 20r.5131073 kips ps 20 .51310 7 .. 3 kips Allowable Compressive Strength Pn/Wc = 2!2932978 kips 12.2832978 kips Benclihig Section ok for Bending W6 -1.670 x=axisv axis Selsmid,jBending Moment, M.= 932 kin :0.00 Wh Wind Bending Moment; M = 47.35 k -In 0.'00 k -In. Compact Compact Nomirial Flexura! St.rength,,Mn- 2.1.5.74 k -in 215:74 k -in Allowable Flexural Strength, Mn/Wb129.19.k.In �-29.19 k -in Shear Section ok for Shear Wv 1.670 kv 5 x-axis v axis Q= 3:42 In3 3A2.,ln3 CV = A 1 Aw = .1.43 In2 .1343--Jn2• Design Shea?:Str6s, N VQ/lt 0.53 U. .6 go. ksi Nominal Shear Strength, Vn = 39146 kips MA, kips, Allowable -Shear Strength, Vh/Wv = 231.63 kips 23.63 kips lCombihed Bend" &Comp. Section.olffor Cbmblned Eqns. Rr/O.c: d.07 Eqn Hi -lb 0A08 Section olOor Def 16ctloh Calculated Deflection, UMAX'= 04561n,. Allowable Deflection,. DALLOW = 8.691:1n Summit Structural Design —Sn Project:: Gammons Solar Engineer: RKB Design of :. Post Foundations; Constrained ORC Constrained Embed'Depthi d= b 3;5, ft. h= 10.0 ft. P- 266 lbs.r S.3= '500 psf CwAt- C Ik t uL � P L-,4 (I 25 -ft. Diameter of.round:pp§t or'd'pgona.I dinensioh of sqwaye pqst. He ' ight ofappilled load. Applied load. Allow. lateral bearin.gI:press.ure;basgdon embed depth. OIL M m Summit Struc-tura 1 Oie$.Ign Project. Gammons Solar En.giheer,: R -KB Design of :: Post, Foundations, Constrained:( IBC ,Constralned. Em6ed, - Depth,.A I i.9 ft b 2.8 ft" Diar-heter of round p4st,pr,diagdnal,!dir6iahsioh,ofq'yja'rie.ppsE�, h= 10.0 ft'. Heightof appl101oa4. P" 119lbs. Apiplied load. S,3=' 5010Of Allow. lateral bearing pr­e'ss,ur b sed -on e'beddeptb.. r •rte � � ygL�a• \ /!.. ._/ O - 1c .i X11 u -• � �€'• 7. - � ti xu }. 1 jJ y 1.� VI CI N ITY MAP \ / SCALE: NONE NO NO CONSTRUCTION IN BUILDING PERMIT# - 2.511 ASSESSOR'S PARCEL# 0141,060-063 BUTTE COUNTY DEVELOPMENT,�RVIUES REVIEWED FOR CODE O PLIANCE� DATE OI BY nn par -25o$ Po EASEMENTS ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF r � � SEASONAL CREEK TRANSECTS PROPERTY UNE IN CAINYONAPPROX 1200 FEET FROM CENTER OF PROPERTY. MOOE1207E s' LDPE- pear 1 TH 5,9ME 1 5 ro le, ctrFFS l� AT QOTjf R/ -v5 dF NFgQ .5E,050JAL f QCs % 26 {fLJ (E) BARN Gd l I i HORSE I ARENA. Lll--- 3,,,G Pas' 4gi (E) BA 1 - 3�r REMOVE VEGETATION AND DEBRIS p� FROM UNDER AND AWAY FROM �> a STRUCTURE. MAINTAIN CLEARANCE 150' FOR A FIRE SAFE ENVIRONMENT !(E) ROUND PEN). C H(ckAF,� \ Coop Gast g +� The 2013 CBC, CMC, CPC, CEC, CFC, CGBC and 2093 California Energy Standards as amended by the jurisdiction apply to this project. APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS SEASONAL CREEK TRANSECTS PROPERTY - LINE Inch CANYON APPROX 1400 FEET FROM CENTER OF PROPERTY: IOOA SUB PANEL 912 Y. (G r"-`�P •' �� SINGLE CAR r,ARAGE :710 Y2,q .(E) 200A MAIN,PANEL t ` CDORD EXACT LOCATION OF METER 3i PANEL i (E) PUMP HOUSE \ �(E) WATER TANK \v/ SOLAR DISCONNECT EATON 70A • JT60DR`-- PROPOSED 3.OkW SOLAR ARRAY 9V SOLAR PHOTOVOLTAIC SITE PLAN 1 SCALE: NONE (E) SERVICE POLE PATH METER & 200A, 2 SY7/ 73 / BREAKER/SERVICS DISCONNECT L y -S�A SHEET NOTES 1. w moats Ines m mau 4I, me same plane. Mma1wn11 saaeame domI me bnaeell traanrd helgN Of any Iwo ed;amna Pv es 2. 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As Pates MIN W mart. be each end fer Mlgae kkrffI - I PV GENERAL NOTES SOLAR PHOTOVOLTAIC GENERAL NOTES SYSTEM DESCRIPTON: Te mnplae w sysem oesamed nmen N. be hsmMd and CammnIMInea wch Amb a aWams mamnmlme, as mebea: L Wnen gne P b pesem, solar power num bads be Me dung oat day and excess Pm v spits ale comms badvums and ls.b me eowm as per ole nem tme"Ms ol aro CM_* Net Metering L­ 2. "en 9nd power fails. me w ey.un .tent, a- Inc: vat nal wed povde om .y dams. 3. TIne w ayAe,n aamAlmuy fewmes rRnu®an atm p,a power d Pd pope v9aage rhe Remne,hq• lap mem s q IEE: wmamN) s remdrad dna Omni b ..Teem.edgy. Instalmdon Naas 1. a Is Me ium0e,. rtawf W061y m pane de syman secde ns powny, safely, ad mseb 0lem4 Abe and NKId al a Pace 2. nAderm ItfPPIY ens .sal N mOmeflab anowl m mid don and N alero needed m complete nib Sam P1Wtov.ak (Pt/) sysmm. Abe. "A" pry nc$dmem ova Ila Aden a spmilkd. elhkll can ale reasanaae Mend Is wongsg mMeat I-.Mme me ropovi-OW. engem. 3. 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As eaupmey tuun be Asad and lapsed per 1-9uad mems` I-eg hoarAan)• ane'boas Pe, Oe iswq mq---nils and me mems. e. In>bumi... s0. As swum. NM be IEEE 929 mnmfims and stag be mapea. by PG&E beta, coemun onng, tessg. and bP_ f am syman. 11. M Damao ldag ra eWp we Ines be NEMA 3R_ s.d mann. MmI# n bxw and s+delm. 12. A. amripnem atoll w poppy groused pm me femirmnema of CEC ART. 250. 13. NEC ART. 690.9 (a). M r„Ms meleesed m more tan ane spate sell have ovmoanm devioes LOCATED 50 AS TO PROVIDE .18. O rR Me a PROTELYI0.V FROM ALL SOURCES. 14. NEC ART. 8W. 18. wit m vat fad mm w mamba ma enhagkea e.he,eee, May era atmosee m bpm w conaxta Aon aisaae Pro Gray dump Iaromlion dna aeMm M ,fen nmmulahp. open rsanainp, a aNe,ig Ire array elan an opama mw*lg. 15. Porovmaic sysmm ansa bwMeea me dIsUbWan system an aim Pe, me re0u.emenm d NEC ART. 690.64 Ib). M baadoed Weaken anal be iaennaled as - 16 Any sVmnwN,, naesnL subsan. 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AD mndtAma and mla ten, nN snol ad la be m 75 -C mabnan, 23. Modules Aum be fee rates In oammance eNh Table f W5.1 a Oro CBC. A foe m.p v less man Casa C Nes b used. 1 .1.3 CRCI . The De les mayne of me LG speared Pala mdmro is ,sacs C Ne, ANSWL7911, Required Labels and Signs U ieu aenwbe nal., IN mwkkV. Nal Gimpy elm Cm F. GuW.*-: Red IM&4nx s edn Wells levaeg ane.hal M rrmmlAn YS lase, Ie SK As meal I,s[de. Mm a Mm emn, fnandae. fenecr- weave and UV Iessim mmmm suaaole IW me anvebenea. 1. A Pe,manefd w -.V hbd Amp b ,pp4d d le abbmuwfl aanpne,a wim Om foParehp a equNfrlml mmk.g; w RNlm&MJERTER OUTPUT CONNECTION -DO NOT RELOCATE THIS OVERCURRENT DEVICE' 2013 GEC 705.12 (DK7) L Pe, Weal be ebmm reWagiata. s0 w symem Lon aAm snal be pennevnay Labeled with yes, resbtmd mammal as IbDO Tadon: Solar w wisp May Rawnen Enmwed Me, Oi wctee Wag Day" HMW. mann mems every 10 rd dM A "'e`0 for vubat _loam ]. CC{ ART. 67. ter, E_ OC and I Nes sal Waive wry: SOUR PHOTOVOLTAIC POWER SYSTEM EMERGENCY DC DISCONNECT. a. CEC ART. EMS. 14. Eaml AC abmn nem sflal be Wbeed wID: SOLAR PHOTOVOLTAIC POWER SYSTEM AC DISCONNECT- S. CEC ART, 690.17. Each AC discannea ane Alm W labeled wan :'WARNINGI- ELECTRIC SHOCK HAZARD -DO NOT TOUCH TERMINALS. TERMINALS ON BOTH UNE AND LOAD $IDES MAY BE ENERGIZED IN TME OPEN POSITION'. S. CEC ART. 697.56 (01. Bedaegs a abumres ebl ban dMy sanies and a OWD'e tic srs em 910 nave a Pennanefm pa.. a di-ary pwtlsg Oro bcatiarl a me serNm abmnneang m.M and me onaorolaieey- T. dols cug mean It net loomed a me Iry lbd a. CEC ART. 690.53. A puma. chin ge 3's 3'. W naLAre ane slaNsg Wa,I engin and yell- WCIL"0 d. Anil be povded Desele me DC abmega IoW lion eat ole fd Io IV WO an bantam VaNas fd*d 0 venae ade,soreh re -DC Phatmotak Power Sown: Oprabg Omnia = _ amu Operating Vaage -_ VDC Maxinum S+.em veneaa - VOC Ston Csanl Clwwl - amp.'. ) REVISIONS: I BY: ( 7 Q V \ V) YP+ 2'4 W O LO Q UZ Um Z Z0 Z OCN W WQ 2 JU OJ >W m °o Z< Q ] W OQ ((7 Ila U v a • 1 O/02/14 • A9 NOTED '+^'ewe MEG PVI .1 eveCR P. ewsRr