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HomeMy WebLinkAbout010-260-005BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax: 530:538.7785 www.ButteCounty.net/dds Permit No: B 17-2093 Issued: 9/7/2017 APN: 010-260-005 Address: 325 FORD AVE, GRIDLEY Owner: PUNZO ELADIO & ELVIA Permit Type: SOLAR ROOF -RES Description: ROOF MNT SOLAR 7.2 KW r� AREA 1 I Flood Zone: None SRA Area: No a SETBACKS for Zoning. AG. SRA. PW Front: Centerline of Road: �I Rear: SRA: t - i Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING t Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test Underground/floor 404 Gas Piping Underground/floor - 403 Underfloor Framing 149. Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath ;142 Swimmin (Pools Setbacks 1131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck i 505 Pool Fencing/AlarmsBarriers503 Pre -Plaster +; 507 ---- -- - Setbacksl .,OFFICE COPY uBldg Permit - Tiedown/1 a 4' Permaned d� res UnderpTol,.i2" Sewer n GAS 8 ate: Under of ,.� j Manomet, `� ispae$ M ;+•Electric By Continui tr M -+r..<.:.+t.n.rc. ».I.,r+•irs ' ... `.,.,»fir=�F.w.,�.�.:: Skirting/ Coach Info Manufactures Name: '. Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: I Finals ' Public Works Final '538.7681 Fire De artment/CDF 538.6226 Env. Health Final 1538.7281 Sewer District Final "PROJECT FINAL N71 27,—,8 i *Project Final is a Certificate of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED,'!YOU MAY PAY FOR A I YEAR RENEWAL 30 DAYSTRIOR TO EXPIRATION - . r " BUTTE COUNTY . DEPARTMENT OF DEVELOPMENT_ SERVICES I BUILDING PERMIT 24 HOUR INSPECTI6N.(IVR)#:530.538.4365 I ' • OFFICE #: 530.538.7601 FAX#:530.538.7785 s • CALIFORNIA• www.ButteCounty.net/dds •.,:-n.•PROJECT.INkORMATION: Site Address: 325 FORD AVE Owner: Permit NO: B 17-2093 APN: 010-260-005 PUNZO ELADIO & ELVIA - Permit type: MISC f 325 FORD AVE Issued Date: 9/7/2017 By DAH. Subtype: SOLAR ROOF -RES GRIDLEY, CA 95948 Expiration Date: 9/7/2018 Description: ROOF MNT SOLAR 7.2 KW Occupancy: Zoning: Contractor Applicant: Square Footage: 00 CLEAN ENERGY SOLUTIONS OF .,CLEAN ENERGY ( Bunting Gafi6ge Remd1YAddn 417 W ALLEN AVE 417 W ALLEN AVE SAN DIMAS, CA 91773 SAN DIMAS, CA 91773 Other i Porch/Patio Total 8009941134 8009941134 0 0 0 +' LICENSED CONTRACTOR'S'DECLARATION _'_'OWNER/ BUILDER DECLARATION,..a Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for • CLEAN ENERGY 998787 / C10 / 11/30/2018 the reason(s) indicated below by the checkmark(s) I havejplaced next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter,- . improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 , (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i permit to file a signed statement that he or she is licensed' pursuant to the provisions of the Contractors' to full force and effect. in License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. X 4 Any violation of Section 7031.5 by any applicant for a perrimit subjects the applicant to a civil penalty of µ not more than five hundred dollars ($500).): j Contractors Signature Date ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or(, portions of the work, and the structure is not intended or offered for sale' ' WORKERS' COMP.ENSATION:DECLARATION t n:hti. (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the I have and will maintain a certificate of consent to self -insure for workers' burden of proving that it was not built or • compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). r 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy - No. El I, as owner of the property, am exclusively contracting with licensed Contractors to ❑construct the project (Section 7044, Business and;Professions Code: The Contractors' State - I have and will maintain workers' compensation Insurance, as required by Section 3700 of License Law does not apply to an owner of propertywho builds or improves thereon, and who the Labor Code, for the performance of the work for which this permit is issued. My workers' contracts for the projects with a licensed Contractor pursuant to the Contractors' State License compensation insurance carrier and policy number are: Law.). j STATE • Carrier. Policy Numb918114(1 Exp. %jg)/2018 � I am exempt from licensure under the Contractors' State License Law for the following ❑reason: I certify that, in the performance of the work for which this permit is issued, l shall not employ any person in any manner so as to become subject to the workers' ' compensation laws of California, and agree that, if I should become subject to the workers' - X compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Owners Signature Date X r r PERMIT APPLICANT DECLARATION _..7777 Signature Date By my signature below, I certify to each of the following: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS I am (_) a California licensed contractor or U the property owner' or U authorized to UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owner's behalf AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit t application and the information I have provided is ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN correct. , SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county io enter the above -identified property CONSTRUCTION LENDING 'AGENCY. DECLARATION' for inspection purposes. California Licensed Contractor, Property Owner* or Authorized Agent**: 'requires separate verification form —requires separate I hereby affirm under penalty of perjury that there is a construction lending agency for the authorization form performance of the work for which this permit is issued (Section 3097, Civil Code). - Lender's Name and Address X i ame of Permittee [SIGN] Print Date Lenders Name & Address City State Zip FEE INFORMATION Total Fees: $512.00 Fees Paid: $512.00 Balance Due: (None) Job Value: $31,200.00 t. Carbon monoxide alarrhs,require&bySections 8315.1 and R315.2,shall be installeb n the fallowing location's:, i 1'. each separate, dwelling uniusleeping area'in the immediate vicinity of the i bedroom(s). `2, On every -level of a dwelling unit including:.basements. R315.)5 Multiple-purposeralarms: Carbon kmonoxide alarms combined with,smoke alarms. stall comply witfi°Section,R315, all applicablestandards', and,ri=quirements for listing°and approval °by(tlie Office of the,State Fire Marshal, =for smoke, alarms, 'Butte County's Interpretation of 2013,.CRC,'Sedtions,31, 4,'& 3,15 for Smoke Alarms &..Carbon Monoxidd Ahums: ' Wherelalterations,.repairs;or,add tions axceedin9,Sl;000 in valuation, existirfg�dweilings,shall'be retrofitted,with smoke alarms,and those that,have attached garapzes.oi fuel-burning*apnliances -shall Barre ' " carbonimonokide alarms installed.-Ekistingfsmoke alarms can,be replaced with dual fiiddtiod alarrns,for Smoke and Carbon Monoxide�a_nd inmost cases vAll comply with the aforementioned code requirements ,for Carbon�Monoxide'Atarms: n DECLARATION OP INSTALLATION'UNDER THE PENALTY OF PERJURY . As owner/Contractor, I/we affirm; and declare under,the penalty of ipeiJury, under the`laws } of theZtate of dallfornia, by our signatures below, asiOWnedContractor; that'Ilwe will -comply prior to final kInspection with Items A,& B.as specked herein: A. Both0whertCatitractorhave read :and clearly understand`the aforemeritioned 2010' r Califoniia°Restdential Code (CRC) Carbon,Monoxlde� Alarm ar•equi ements. B. Both OwnedContractor are responsiblefor installingxCarbon Monoxide Alarms prior to final,inspection,as,per,t€teiafdrementioned building.code and maintaining such installation. Smoke;Alarms will,also be;installedfprior.toffnal,inspecticin as,per the 2Q% CRC: Smoke and Carbon.Moiioxide `alarms, are now.° nstalled=imthe following 7oaalions; - - Owner's Warne (print)` nZ,'O. ' Owne(sisignature. ,Contractor's name (print): /. ,frc .✓aa.cf`_ �4iL-�a. CS LB License, Contractor's signatuDate: ' Z� u>', Rroject Addrass oi.5 F�„�,�4 �r.l;� lam,,. Permit M bv.r Page 2 -cif 2 PHOTOVOLTAIC GENERAL NOTES th 1: ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: o 2016 CBC o 2016 CPC ' 0 2016 CRC o .2016 CFC o 2016 CEC o 2016 BUILDING ENERGY o 2016 CMC * EFFICIENCY STANDARDS 0 2016 GREEN CODE + 2. EXISTING PLUMBING VENTS, SKYLIGHTS, EXAUST OUTLETS, VENTILATION INTAKE OR OPENINGS SHALL NOT BE COVERED BY PHOTOVOLTAIC SYSTEM - 3. ALL EQUIPMENT SHALL BE LISTED AND LABELEDBY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTED REQUIREMENTS AND THE' MANUFACTURERS INSTRUCTIONS (NEC 690.4(D) - 4• ALL OUTDOOR EQUIPMENT SHALL BE NEMA3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES 5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND - BONDED IN ACCORDANCE WITH NEC ARTICLE 250 6. ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVER CURRENT DEVICES LOCATED SO AS TO PROVIDE OVER CURRENT PROTECTION FROM ALL SOURCES 15. PV SYSTEM CONNECTED ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS OF THE OTHER ` SOURCE(S) AT ANY DISTRIBUTION EQUIPMENT ON THE ) PREMISES SHALL MEET THE FOLLOWING [NEC 690.64(B)] f A. EACH SOURCE CONNECTION SHALL BE MADE AT A DEDICATED CIRCUIT BREAKER OR FUSIBLE. DISCONNECTING MEANS. [NEC 680.64(B)(3) B"+THE SUM OF THE AMPERE RATING OF THE OVER CURRENT DEVICES IN CURRENTS SUPPLYING POWER TO THE BUS BAR OR CONDUCTOR SHALL NOT EXCEED 120% OF THE RATING OF BUS BAR OR CONDUCTOR [NE690.64(BO(2)] C. THE INTERCONNECTION POINT SHALL BE ON THE LINE SIDE OF ALL GROUND -FAULT PROTECTION 'c EQUIPMENT [NEC 690.64(6)(3)] ` D. EQUIPMENT CONTAINING OVER CURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUS BAR OR ' CONDUCTOR SHALL BE MARKED TO INDICATE THE PRESENCE OF ALSOURCES.[NEC690.64(B)(4)] E. CIRCUIT BREAKER, IF BACKFED SHALL BE SUITABLE FOR SUCH OPERATION [NEC 670.64(B)(4) PROJECT INFORMATION. ; PROJECT NAME: = PUNZO, ELVIA "'.PROJECT ADDRESS: 325 FORD AVENUE,-.,, ' GRIDLEY, CA. 95948. , BUILDING DEPARTMENT JURISDICTION: CITY OF GRIDLEY PV SYSTEM SIZE IN KILOWATTS: 6.96 KW UTILITY INTERACTIVE: NEGATIVE GROUNDED CONTRACTOR: CLEAN ENERGY SOLUTIONS ADDRESS: 417 W. ALLEN AVE., SUITE 105 SAN.DIMAS, CA 91773 - CONTACT NUMBERS: 1-(800) 994-1134 . EMAIL ADDRESS: CRAMIREZ@CLEANENERGYSOLAR.ORG CONTRACTOR LICENSE NUMBER: . C10- LIC # 998787 LICENSE EXPIRATION: 11/30/18 ALL WORK SHOWN ON THIS DRAWING WILL BE INSTALLED BY THE UNDERSIGNED CALIFORNIA LICENSED CONTRACTOR: .` CLEAN ENERGY SOLUTIONS 417 W. ALLEN AVE., SUITE 105 SAN DIMAS, CA 91773 LICENSE #:998787 EXP: 11/30/18 CLASS: C-10 OVERVIEW MAP [NEC 690.9(A)] F. TO MINIMIZE OVERHEATING OF THE BUS BAR IN ' THE PANEL BOARD MAIN CIRCUIT BREAKER AND r INDEX OF SHEETS 7. ALL PHOTOVOLTAIC (PV) MODULES SHALL BE MOUNTED ON _ THE PV POWER SOURCE CIRCUIT BREAKER SHALL BE ' t THE ROOF. ADDITIONAL EQUIPMENT OF THE PV SYSTEM PHYSICALLY LOCATED AT THE OPPOSITE END OF THE ,if PV1 TITLE PAGE SHALL BE LOCATED OUTSIDE THE BUILDING NEAR THE MAIN BUS BAR - - . ELECTRICAL SERVICE [NEC 690.14(C)] a 16. METALLIC RACEWAYS OR METALLIC ENCLOSURES ARE PV2' SITE•PLANstaph 8. THE UTILITY. INTERACTIVE INVERTERS SHALL REQUIRED METHOD FOR INSIDE A BUILDING FOR PV SYSTEMra AUTOMATICALLY DE -ENERGIZE ITS OUTPUT TO THE [NEC 690.31(E)] - PV3--LAYOUT-PL_AN CONNECTED ELECTRCIAL PRODUCTION AND DISTRIBUTION , NETWORK UPON LOSS OF VOLTAGE IN THE SYSTEM AND 17. FLEXIBLE; FINE STRANDED CABLES SHALL BE TERMINATED'PV4 SINGLE'LINEDIAS'RAM {a`G dleyk�spng>+ o SHALL REMAIN IN THAT STATE UNTIL THE GRID PROVIDER ONLY WITH TERMINALS, LUGS, DEVICES OR CONNECTORS ' , .r f I. ";,el 6 r��1' S - A�aCtrn�, _y_: ,_.,..- ;5 a e.�,-,Ford Ave,..-� VOLTAGE HAS BEEN RESTORED [NEC 690.61] THAT ARE IDENTIFIED AND LISTED FOR SUCH USE.[690.31(E)];l PV5 WARNING ABELS, 9. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED 18. CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE: WHENEVER EXPOSED TO LIGHT, PV CONTRACTOR SHALL CONNECTORS THAT ARE READILY ACCESSIBLE AND r m, For..d DISABLE THE ARRAY DURING INSTALLATION AND SERVICE OPERATING OVER 30 VOLTS SHALL REQUIRE A TOOL TO` : '�� xt, 325:Ford AVenui3• ,<c BY SHORT CIRCUITING, OPEN CIRCUITING OR COVERING THE OPEN AND SHALL BE MARKED "GO NOT DISCONNECT UNDER ARRAY [NEC 690.18] LOAD": OR "NOT FOR CURRENT INTERRUPTING" .[NEC 690.33(C)&(E)(2) 10. ALL CONDUIT EXPOSED TO WEATHER SHALL BE LISTED AND - M L IDENTIFIED D FOR USE IN DIRECT SUNLIGHT [NEC 690.31 (B),' 19. EQUIPMENT GROUNDING CONDUCTOR FOR PV MODULES �. v tN.�.x ��-�• +,q ,, . �. 310.8(D)] ` SMALLER THAN #6 AWG SHALL BE PROTECTED FROM;(�,QrClierd HOspl�allt ?/ PHYSICAL DAMAGE BY RACEWAY OR CABLE ARMOR.NEC 11. THE MODULE CONDUCTORS MUST BE TYPE USE -2 OR LISTED 690.46 & 250.120(C)] [ s _ ��I L ° of FOR PHOTOVOLTAIC (PV) WIRE [NEC 690.31(B)], �� ...�'_N S SES ruoerld E 20. EQUIPMENT GROUNDING CONDUCTOR FOR PV SYSTEMS �;; ua� Y �.- ;o Z4 12. ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR WITHOUT GROUND FAULT PROTECTION (GFP) AND �� o , �•^'�e' UNIQUE IDENTIFICATION INSTALLED ON NON -DWELLING UNIT MUST HAVE AMPACITY-- ' OF AT LEAST 2 TIMES THE TEMPERATURE AND CONDUIT FICL* 13. PV MODULE NEGATIVE SHALL BE GROUNDED. ALL CORRECTED CIRCUIT CONDUCTOR AMPACITY.[NEC 690.45(B)] GROUNDED CONDUCTORS SHALL BE PROPERLY COLOR , r -,.. _ � Hazel -St - IDENTIFIED AS WHITE [NEC 200.6] „ 21. FINE STRANDED CABLES USED FOR BATTERY �t i TERMIALS, DEVICES AND CONNECTIONS REQUIRE LUGS AND; ] t* r 'Slabe,Sg 14. ALL THE NEC REQUIRED WARNING SIGNS, MARKINGS AND TERMINALS LISTED AND MARKED FOR THAT USE [NEC 690.74] 5•, '+ + LABELS SHALL BE POSTED ON EQUIPMENT AND "-`'' 'r k1a? DISCONNECTS PRIOR TO ANY INSPECTION TO BE PERFORMED BY THE BUILDING DEPARTMENT INSPECTOR „�:W ; .r Sycamores _ j VICINITY MAP - - - ¢nnc cuccr Kictttunu rrxv 2 . W ~ v) W N -jW Z Q O � o :3V M � m � d Z u) LL W O W _ w V N O Q Y 10 S ac(DJZ W cco>?N O N O 2 a W W le w /A Q Z ori Q W Q U OW } OLL J d V) M C7 Ln C o O W M L 0 N m �. 0) 00 �Ucn OZ Q it W W �V C J -� 8 as V N n mf� 00 V 91 Vn A W N -Di -Di !n M z aDcn0-1 000mx �zz0c9 mDrD Z00r X00 =D�0 KD �� cn9m!5 zDD �o� -1D (D O �I rKOm C v c:MK< mmDm rr0Z mrcm m-0 mzCMm zc�m c�'ZOm m=0 -n �-0m �._ D zo o G)�<p �nnmD mcn-im cnmr (nWcc mZ-iD �< D� (n (n cDi�� nm- Z< Ocn H, .. 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ALLEN AVE., SUITE 105 m m n <cn - �m M SAN DIMAS, CA 91773 24 - JINKO 290W PV MODULES _UO SITE PLAN r m X m 0 m c n n n. E T1 000 0> pD C�r E: r --zi -n � Om —p X cz� �?G) z x pDc�cn �0X 0 zG)m mmzO cccnz r= r� m 0 sPROJECT PUNZO, ELVIA DESCRIPTION ma @Clean Energy Solutions 325 FORD AVENUE, 6.96 KW ROOF MOUNTED 417 W. ALLEN AVE., SUITE 105 GRIDLEY CA. 95948 PHOTOVOLTAIC ELECTRICAL SYSTEM ni SAN DIMAS, CA 91773 24 - JINKO 290W PV MODULES SITE PLAN 1 - SE6000H-US INVERTER LIC #:998787 (@*—*—*—z D�(n� DIm0> X D ;0 m 0 o ;0 IA D D 0m z 2z m O U) m cn cn n IJIDI I I I Iwl I I I I I I � IDS I I 0 I I I I IDI I I Ivl I I 10 IWI I I I I Z I I Ica I I IDI 2" I I I I I DI 03 I I I I I D I I I I I I I I W I I I I I i I Di W I I I I I I DI I I I I W I I I I I T I DT I I I I Cal D I _C 1J� � m ZC2 _ D� -n D D C m m 9 rZ � vp 0 O 0 c0 W r O zv a Z Z c W 3 m N _Z W N D^�OD A z O r O DO CND CND � 0 c W N( m O Z w — o ET, ; z la, I IJIDI I I I Iwl I I I I I I � IDS I I I I I IWI I I I I I IDI I I Ivl I I ID I I I IWI I I I I I IDI I I I I I Ica I I IDI I I I I WI I I I I I I DI 03 I I I I I D I I I I I I I I W I I I I I i I Di W I I I I I I DI I I I I W I I I I I T I DT I I I I Cal D I 0 O D C .� mzW. z �m O� 00 DO ZZ vv c 1- --1 z� v0 m x MR (iJ���z 0 N O �0 N D.5c� yym0D X>A ;-< m = 0 X D Dy 0M Z G�mMcn 07 zm� oz> 0 0 „0-,c Clean Energy Solutions 417 W. ALLEN AVE., SUITE 105 SAN DIMAS, CA 91773 LIC #:998787 .00a)0> OD -<�m I I I m0 �x#�_r o� O�DDD z z (nTI m *-iOFZ mmzo m mK N mm�cnr- Z - r (n m cnO K z cn 0cn C 1J� � ZC2 _ D� m m O � vp D z -I 0 cn <Z- N _Z W N D^�OD A _r it ZO r O DO CND CND � 0 W N( m M 7 D II II A NZ?bo -- inD v'm 0 C N� 00 �-4 W y y N O CD m� Z ;0(DD cn N rn-�wCoomO OzNA-N > =OooDoo0�r z n N m Clean Energy Solutions 417 W. ALLEN AVE., SUITE 105 SAN DIMAS, CA 91773 LIC #:998787 C)r-cn`-N0 0Dvr .00a)0> OD -<�m I I I ry �x#�_r o� Z T. 0D52cn z z �m m W3 mmzo m vvc� N O Z Z - r (n m o0)D K oo � C -V ZC2 _ D� m � vp D 0 N O <Z- o K � 0 m M �� 00 W m n m v, m 5-3 m cn z z �S < m O c c m D W m Z � v D D r 0 n X o 2m p X N Q1 r VJ me Z Zz mm Z v r.cn m 5. D mq iVa D Zn Tn7C 1m U)30 r m m c z 1 1 c) ` C)r-cn`-N0 0Dvr .00a)0> OD -<�m mcn_v-Z -0 C)mDrz mom nZCG)m �x#�_r o� Z T. 0D52cn zm C�°DDO �rmmp m(nW o<D<� .qm0 z5mz r mmzo �wcc vvc� \ m O r 2 z o r (n m �� v 0 C — r" —11 0 z *0w> _> O O— 19 zy0 O O C OWR < < 0 C < O c o O 9 m m v cn r mr- mmC� mm Z Xm Ip Z z_ vi K m -4 � r- m w CO) m� �D�O �m m ov O m O z O > m m ,T m K p 5-> c: c) D < W 0 O O C0z :c 9- --Im m D -n w p m � z O n K D m ic n0 DcrG) zn r 0� cn m m c X D < v z O 0 00 cn=mm m� m D m O 9 v m r- -n-i c c r� (n��Z n� Z m D r r mr m O z c m 0 z m m m � 0 W m m X -4 oT c: -� z m c) v' 0 cmz0 cn V) m c� vvm cn v D D �� _ < O D o W Z w iD p cD 00 m O N A m z 'D r- C) o �_ o D F5 oo r 0 O M r D N m OG m p Z z Z oo X CD Z cn v T K v -nm cn 2 m o z m�m � D c �_ CO) = v -i m G) c) m 0o Z Z m m G) _ PUNZO, ELVIA PROJECT DESCRIPTION 325 FORD AVENUE, 6.96 KW ROOF MOUNTED GRIDLEY CA. 95948 PHOTOVOLTAIC ELECTRICAL SYSTEM 24 - JINKO 290W PV MODULES PV LAYOUT 1 - SE6000H-US INVERTER 6.96 kW ROOF MOUNTED PV SYSTEM SYSTEM NOTES: 11NVERTER 2 CIRCUITS OF 12 24 MODULES TOTAL CALCULATIONS: INVERTER MAX SYSTEM VOLTAGE: = 400 X 1.12 = 449V MAX CIRCUIT CURRENT: = 9.55 X 1 X 1.25 X1.25 = 14.59 A AC OUTPUT: = 25 X 1.25 = 31.25 A (E) OVERHEAD (E) 100 AMP, 240 V MSP # 4/0 CONDUCTOR TO BE REPLACED (MINIMUM) W/(N) 200 AMP, 240 V MSP 60 NO CENTER (N) 200 AMP r— MAIN (N) 40A, 2 -POLE 3/4" EMT CONDUIT Al 2- #10 THWN-2 SE6000A-US 1410 NEUTRAL 500 V 1- # 8 GROUND BACKFED 1.25" EMT CONDUIT 2 4- #10 THWN-2 2 25 A 1410 NEUTRAL 31.25 A U BREAKER 290 W MAX. VOLTAGE 1000V 2 1.0 (E) WATER 15 PV BREAKER i PIPING SHALL BE 40 IN ATTIC LOCATED ON 40° .58 THE OPPOSITE I — — — � — -T (N) COLD END MAIN -=L-i BREAKE�j OK WAT ER BOND FIRST 5FT (N) GROUND (E) GROUND ON WALL #4/0 #4/0 .91 A33/4" EMT CONDUIT 2- #10 THWN-2 1410 NEUTRAL 1- # 8 GROUND BUSS BAR CALCULATION 200 AMP X 1.2 - 200 = 40 AMP ALLOWABLE BACKFEED (N) 60 AMP DISCONNECT, NON-FUSED, KNIFE BLADE, LOCKABLE NEMA 3R I� 1 INVERTER DATA (provided by manufacturer) 3/4" EMT CONDUIT Al 2- #10 THWN-2 SE6000A-US 1410 NEUTRAL 500 V 1- # 8 GROUND 6000 W 1.25" EMT CONDUIT 2 4- #10 THWN-2 2 25 A 1410 NEUTRAL 31.25 A 1- # 8 GROUND A33/4" EMT CONDUIT 2- #10 THWN-2 1410 NEUTRAL 1- # 8 GROUND BUSS BAR CALCULATION 200 AMP X 1.2 - 200 = 40 AMP ALLOWABLE BACKFEED (N) 60 AMP DISCONNECT, NON-FUSED, KNIFE BLADE, LOCKABLE NEMA 3R I� 1 INVERTER DATA (provided by manufacturer) MAKE OF INVERTER SOLAREDGE MODELNUMBER SE6000A-US MAX. DC VOLT RATING 500 V MAX. POWER @ 40° C 6000 W NOMINAL AC VOLTAGE 240 V MAX. AC CURRENT 25 A MAX. OCPD 31.25 A (N) SOLAR EDGE 6000 INVERTER EUIPPED WITH RAPID SHUTDOWN DEVICE & CONTROLLER ARRAY A W/1 W/POWER OI 2 JUNCTION BOX (TYP) I. WET/DRY ISI CONNECTORS NEMA 3R 1 JUNCTION BOX (TYP) WET/DRY CONNECTORS NEMA 3R MODULE DATA (provided by manufacturer) MODULE RATINGS AT STC (Standard Test Conditions) MAKE OF MODULE JINKO 290W MODEL NUMBER JKM 290P MAX. POWER POINT (MPP) CURRENT (Impp) 9.02 A MAX. POWER POINT (MPP) VOLTAGE (Vmpp) 32.2 V OPEN CIRCUIT VOLTAGE (Voc) 39.5 V SHORT CIRCUIT CURRENT (Isc) 9.55 A MAX. SERIES FUSE (OCPD) 15A MAX. POWER (Pmax) 290 W MAX. VOLTAGE 1000V AR"Y B W/ POWE #10 USE -2 (PV WIRE, TYP) PANE 1MIZE #6 BARE COPPER JUNCTION BOX (TYP) GROUND (TYP) FROM RAIL TO WET/DRY RAIL USING GROUND LUGS CONNECTORS NEMA 3R WIRE DERATE TABLE TEMPERATURE RATING OF WIRE 90° C TAG I.D. WIRE SIZE AWG AMPACITY OF WIRE CONDUIT ABOVE ROOF AMBIENT TEMP (F°) TEMP ADDER (F°) TEMP CORRECTION FACTOR NUMBER OF CURRENT CARRYING CONDUCTORS DERATE FACTOR ALLOWABLE AMPACITY ACTUAL AMPACITY VERIFY Al 10 40 >1/2"-3-1/2" 102° 40° .58 2 1.0 23.2 15 OK 2 10 40 IN ATTIC 102° 40° .58 4 0.8 18.56 15 OK A10 40 ON WALL 102° 40° .91 2 1.0 36.4 31.25 OK ALL WORK SHOWN ON THIS DRAWING WILL BE INSTALLED BY THE UNDERSIGNED CALIFORNIA LICENSED CONTRACTOR: CLEAN ENERGY SOLUTIONS 417 W. ALLEN AVE., SUITE 105 SAN DIMAS, CA 91773 LICENSE #:998787 EXP: 11/30/18 CLASS: C-10 ow N 0 J W n z Q O O > H IL � U- Uj 0 22 O w x w V N OC aY15Yt�o t0 J Z w coo 5 O N x CL LA o C _o w M � ~ n Ln N aAo D_ LLJ ow Naye C Zai W w 2U C J C J as v �N n v PV4 Labeling and Warning Signs A. PURPOSE: PROVIDE EMERGENCY RESPONDERS WITH APPROPRIATE WARNING AND GUIDANCE WITH RESPECT TO ISOLATING THE SOLAR ELECTRICAL SYSTE THIS CAN FACILITATE IDENTIFYING ENERGIZED ELECTRICAL LINES THAT CONNECT THE SOLAR PANELS TO THE INVERTER, AS SHOULD NOT BE Cl WHEN VENTING FOR SMOKE REMOVAL. B. MAIN SERVICE DISCONNECT: _ 1. RESIDENTIAL BUILDINGS- THE MARKING MAY BE PLACED WITHIN THE MAIN SERVICE DISCONNECT. THE MARKING SHALL BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONN IS OPERABLE WITH THE SERVICE PANEL CLOSED. 2. COMMERCIAL BUILDINGS- THE MARKINGS SHALL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED 3. MARKINGS; VERBIAGE, FORMAT AND TYPE OF MATERIAL a. VERBIAGE: CAUTION; SOLAR ELECTRIC SYSTEM CONNECTED b. FORMAT: (1) WHITE LETTERING ON A RED BACKGROUND (2) MINIMUM 3/8 INCH LETTER HEIGHT (3) ALL LETTERS SHALL BE CAPITALIZED (4) ARIAL OR SIMILAR FONT, NON -BOLD c. MATERIAL: (1) REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL -969 AS STANDARD FOR WEATHER RATING); DURABLE ADHESIVE MATERIALS MEET THIS REQUIREMENT. C. MARKING REQUIREMENTS ON DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, DC COMBINERS AND JUNCTION BOXES; 1 • MARKING: PLACEMENT, VERBIAGE, FORMAT AND TYPE OF MATERIAL a• PLACEMENT: MARKINGS SHALL BE PLACED EVERY 10 (TEN) FEET ON ALL INTERIOR AND EXTERIOR DC CONDUITS, RACEWAYS, ENCLOSURES AND CABLE ASSEMBLIES, AT TURNS ABOVE AND/OR BELOW PENETRATIONS, ALL DC COMBINERS AND JUNCTION BOXES b• VERBIAGE: CAUTION SOLAR CIRCUIT c• THE FORMAT AND TYPE OF MATERIAL SHALL ADHERE TO SECTION B -3.B & C ABOVE D. INVERTERS ARE NOT REQUIRED TO HAVE CAUTION MARKINGS []"l 2 PHOTOVATAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN TO BE LOCATED ON EXTERIOR OF MAIN ELECTRICAL PANEL & AC DISCONNECT ALL WORK SHOWN ON THIS DRAWING WILL BE INSTALLED BY THE UNDERSIGNED CALIFORNIA LICENSED M CONTRACTOR: T CLEAN ENERGY SOLUTIONS 417 W. ALLEN AVE., SUITE 105 SAN DIMAS, CA 91773 LICENSE #:998787 EXP: 11/30/18 CLASS: C-10 LABEL #6 LABEL JJPV PAN ARRAY NOTE: PROVIDE DIRECTORY PLACARD SHOWING ALL POWER SOURCES/DISCONNECTS. ART 705.10 #1 WARNING ELECTRIC SHOCK HAZARD DO OT TOUCH TERMIN LS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION TO BE LOCATEDINSIDE DC DISCONNECT (NEC 690.18) D/C DISCONNECT TO BE PERMANENTLY MARKED AS FOLLOWS #2 PHOTOVOLTAIC "D/C" DISCONNECT TO BE LOCATED ON EXTERNAL D/C DISCONNECT A/C DISCONNECT TO BE PERMANENTLY MARKED AS FOLLOWS [Y#3 PHOTOVOLTAIC "A/C" DISCONNECT TO BE LOCATED ON EXTERNAL A/C DISCONNECT U#4 WARNING ELECT IC SHOCK HAZRD IF GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED TO BE PLACED ON GROUND FAULT INDICATOR ON INVERTER (NEC 690.5(C)) LABEL #1,2 LABEL #9 LABEL #3,8,12 PERFORMANCE METER _ o o A/C M IN SERV 0 DISCONNECT PANEL LABEL #k JUNCTION D/C INVERTER BOX DISCONNECT LABEL #4,7,8,10,11, LABEL #S NOTE: THIS A GENERIC REPRESENTAION OF EQUIPMENT NOT ALL EQUIPMENT MAY BE USED FOR THIS SPECIFIC PROJECT Dou5 CAUTION: SOLAR CIRCUIT TO BE APPLIED TO ALL INTERIOR AND /OR EXTERIOR CONDUIT AND RACEWAYS EVERY 10 (TEN) FEET, AT TURNS AND ABOVE AND/OR BELOW ALL PENETRATIONS ELECTRIC SERVICE PANEL TO BE J19 PERMANENTLY MARKED AS FOLLOWS #s WARNING DUAL POWER SUPPLY PHOTOVOLTAIC SYSTEM TO BE LOCATED ON EXTERIOR OF MAIN ELECTRICAL PANEL �0#7 #8 CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT BREAKER IS BACKFED TO BE PLACED AT DEDICATED CIRCUIT BREAKER (NEC 690.64(B)(4)(7)) CAUTION SOLAR ELECTRIC SYSTEM CONNECTED TO BE APPLIED TO THE INSIDE OR THE OUTSIDE OF THE MAIN ELECTRICAL PANEL SYSTEM CHARACTERISTICS SYSTEM SM-: 6.96 KW SYSTEM OPEN aRCUITVOLTAM: 449 V DC SYSTEM OPERATING VOLTAGE: 449 V Dc SYSTEM OPERATING CURRENT: 15 AN>PS SYSTEMSHORTaRCUITCURRE .. 15 AMPS TO BE PLACED INSIDE DC DISCONNECT (NEC 690.53) 6110 A/C SYSTEM CHARACTERISTICS SYSTEM VOLTAGE: 240 V MAXIMUM CURRENT: 32 ]ANIPS TO BE LOCATED AT POINT OF INTERCONNECTION 1 WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE OVERCURRENT DEVICE A PERMANENT WARNING LABEL SHALL BE APPLIED TO THE DISTRIBUTION EQUIPMENT 2008 NEC 690.64(B)(7) W U) N >. W C3 y JLu W z Q O o D V 2 > O F- co Wa N 00�3� 0 W°�ujNo a � a Y tcz0 w izuj O N O s IL Go W wa m Z a z� Lu a� J zO -Z =) LL.D a w� M Z c � O W rf 5A U) o to o> 00 0) �Ucn NQNB w III C J �J aQ PV5 Oe 3 AN Z �N r Cm O y3 VH y[1 mom m5 M a z' 0m 0 E 0 '02 ott�AAOa�o`rm'ZN� (IfmpozmC, m� aOmDim"4mD 000iZm or, cm <GQfrn CO) 'zzz O m`v pOC �z V rn z z C4 Z � C C z (mo cN m O OC> c N v zm0 cm CAy O �'a n o --410 D v cnto o opo p . N Q X C m Z. O YI m m Z z r a r r m v m z r 2 m 0 D n O O Z m m Z n C M m m 0 m m mn DN z Om r ic nz m - p> � • C nm *>rZ nzZ�T� 0ODv:(n •t I jCmr= r �ncn m i 1 m m nz m - p> � Umg?Z Dm Tom20 ��Cz� nm *>rZ nzZ�T� 0ODv:(n OCDnZX G) jCmr= w2< � �ncn m 4 m cn r m m w C c m z 417 W. ALLEN AVE., SUITE 105 _ C" - z 0 0� r- mN (j,v w $ Clean Energy Solutions PUNZO, ELVIA PROJECT DESCRIPTION 325 FORD AVENUE, 6.96 KW ROOF MOUNTED 417 W. ALLEN AVE., SUITE 105 GRIDLEY CA. 95948 PHOTOVOLTAIC ELECTRICAL SYSTEM 24 - JINKO 29OW PV MODULES SAN 91773 WARNING LABELS 1 - SE6000H-US INVERTER � LIC #:99878787 #:9 www.jinkosolar.com _ o a4 AnK0 EngineeringDrawings - •= ' 7.f _ . Suddfrlg lraWTh2•ttrl SOle� - - C' . Y a I� Eagle PERC 601' 280-300 Watt MONO CRYSTALLINE MODULE I ' PcGilive. pc mvCx. tofaIcnc-_ of D" 3% I I 1 r IG09001;20W,ISO 14001:2004.rJH'SPS11001 c>rti ied factory t l I IEC61215,IEC61130c?.tifiedproducts. f �I/ KEY FEATURES mu4 Bulbar Sofa CeR: 4 busbor solar cell adopts new technology to improve the efficiency of modules, offers a better aesthetic appearance, making II perfect for rooftop ' Installation.- - - ' i f ®High Efficiency: Hlghermodule conversionefficlency(up to 183346) benefit from Passivoled Emmiter ReoPContact'(PERC), technology:. 1 PID RESISTANT: Limited power degradation of Eagle module caused by PID effect Is. f guaranteed understricl testing condition (85IC/85%RH,96hours) for mass production. ) i ^ Lown -fight Performmrce: t `;Advanced glass and solar cell.su dace texturing allow for excellent performance In low -light environments. 4►4S• Severe Weather Resilience: i Certified to withstand: wind load (2400Pascal) and snow load (5400 Pascal). I ®Durability against eidreme.envlronmental condition: High salt mkt and ommonia resistonce'certtfled by'IUV NORD. (r* LINEAR PERFORMANCE WARRANTY • 10 Year Product Wandnty, '2S Year Linear Power Waranty CE- 0 POSrTrWr QUALITY- s+.�rre ' ✓ '(�Inear performance wandnly' • r �'; 97% - ©'Standaidooddiiancew'o'riinty ��h�naly Jhko S y T We - •• ororjn r LL acri ! + Yon o IIIIIIIIIIIIIIIIIIIIIIIIIIIII � I IIIIIIIIIIIIIIIIIIIIIIIIIIIII � ;� I .; ■■■■�® VIII IIIIIIIIIIIIilllllllllll ■■■■ VIII IIIIIIIIIIIIIIIIIIIIIIII • �■■■■■ IIIILIIIIIIIIIIIIIIIIIIIIIIII � IIIILIIIIIIIIIIIIilllllllllll �1IM �•�■S IIIILIIIIIIIIIIIIIIIIIIIIIIII � ������ • _ �• ������ IIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111.. ������� ■■■■■� • s i s m a s .n a 9 - . vnux mr ea ' - av .>5 c a. m - Is - 1m vdr.v.(V) ca Tmrwr■v■iV • .. ■Witechanical 9.72A 8.01A Characterisbcs _ v q Cell Type Mono -crystalline PERC 156x156mm (6 inch) lul I No.of cells60 - - + (6x 10) , Dimensions 1650x992x40m,n (65.60x39.05x1.57 inch) 1000VDC OEC) Weigh 19.0 kg (41.9 lbs) _ Front Glass'3.2mm, Ami -Reflection Caatinq, H1ghh Trars.ission, Low lar , Tem ep Glass Paekaging Configuration I Frame Anodized Aluminium Ailcv ^P� ( Toro boxas=0ne pallet) - Junction Box IP67 Rated 267c7box, 52pcs/pallet, 728 p[s/40'HO Comainer Cutput Caples - TOV 1 x4.Omr.1,-Length. 900mm or Customized length r Module Type ' Maximum Power (Pmax) Maxlinum Power Vokage Nmp) 7`t Maximum Power Current (Imp) OpentiauifVottage (Voc) - JKM28OW60 JKM285M-60 STC NOCT SFC NOCT - 28OWp 209Wp 285Wp 212Wp 31.8V 29.7V 32.OV 29.9V 8.81A 7.01A 8.90A 7.12A 38.6V 36.2V 38.7V 36.4V AW291110-60 JKM295M•60 STC NOCr - STC NOR 290Wp 216WP 295Wp 220Wp 32.2V 30.2V 32AV 30.4V 9.02A 7.15A 9.10A 7.24A 39.5V- 36.6v Y 39.7V 36.8V JKM30010-60 STI NOCf ' 300Wp 224Wp c 32.6V 30.6V 9.21A 7.32A ` 40.1V 37.111V Short-circuit Current (Isc) 9.49A 7.62A 9.51A 7.72A 9.55A 7.81A 9.61A 7.89A 9.72A 8.01A Module Efficiency STC (%) _ - 17.11% _ 17.41% 17.72% 18.02% 18.33% - Operating Temperature(°q -40'C-f85'C , Maximum system voltage 1000VDC OEC) r Maximum series fuse rating 15A 0"3% _ - — - Temperature coefficients of Pmax -0:3996/C Temperature coefficients of Voc -0.29%M Temperature coefficients of lsc 0.05%/e Nomt""nal operating cell temperature (NOCT) 4532''- *STC:*Irradiance1000W/m2 ®Cell Temperature 25'C AM=1.5 ' NOCT: :Ifradlance 800W/mr AmbientTemperature 20°C QC01, AM=1.5 '� Wind Speed Im/s -' + - ' Power measurement tolerance: t 3% - j ,The company reserves the final right for explanation on any of the information presented hereby. iN-JKM-300M-60-PERC 1.0 rev2017' R mILS SNFFT Z 0 Q W U) .r •.. fµ � - �-•, _ ,4 -. _ 3, , a- a � --b-�.•, ra.. y .� <- • ,.. r+: ' u , � -�f', rR .. ..i�i^f' ; � '' ` • • a - I : i • r` `•- , .1;. f".. ' f t r �f:. .• .. t f � ' rf' �a � '. •t i° ., - � � r.- y -� --2=: - Y , `4� _ .. • A •/ 1 `=r✓, x� • .,t '� ♦.. e 1: - 1 •. �' - ,' � . t• •l. t rt rt•t - ♦ . ryt *•• 'µ• r . . 'yam ,•j. -� xr'• �: '�= t � '' ?. a � � �.� �i •t � r • e `, r< +ail •' „„ a. : ,- ;.. -t , .,• 4 #., •1.' ,.a. ` f. ? •�, , - :9 ,� . i .'.« ? r ' ' •• 4 - •-. . r ! . t. 'RAS - . . l _ .. { + K a w � •.f •eta • i.. ._ ` !'. +. i.. � , w • . _.. ;. ... solar . • Single Phase lnver erSv...•forNorthAmerica` a { `• `� t =solar ,�. • 1 ` as t 1 `atx +'t.' ' SE3000A-US/SE3800A-US/SE5000A-US/SEfi000A-US/ }d+eSE7600A-US/SEt0000A-US/SEt1400A-U& « 0, . - , .. » SE3000A•US SE3600A-US SESOOOA-US. SE6000A_-US SE7600A•US. SEI US SE]1d00A-US f� �. '. - ' _ f •, • '. «. ` ` `. ' _ 1 OUTPUT- "• • • - • - Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA .r ` - SolarEdge Single Phase Inverters ........................................ ............ ........... ....... .......... � �?4ex. ..... ......... . • ., 5400 208V 10 8V c =' r � ' Max. AC Power Output 3300 4150 •••••• •••.••••• •, 6000 8350 ��° 2U 12000 --a VA 54 • .For North Amenca ., � - 5450@Z�v............ .............'��@Zgov. ...... - - "F' C Output Voltage Min: Nam: Max.10 - : } ..183 - 208 - 229 Vac - '7 a - ✓ - ' SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US /' OutputVoltage • 1 - � AC Output Voltage Min: Nom: Max. ✓ - ✓ +•" ✓ � - = ✓ . ✓ - ✓ : ✓ ' e. ' 211 .240. 264 vac - ..... .............. .......................... ........ ..... ...... . . t :. .. SE760OA-US / SE1000OA-US / SE1140OA-US..........................................:..................... .. a _ • _ 1 _, ,_ AC Frequency Min,.Nom: Maxlu ..••.. _ 59.3-60-60.5.- •...••..• Hz .. a r • ' _ max. Continuous Output Current 12.5 16 208 25 32 @ 208v 47.5 A 24 @ V 48 .............. . r....... ..........................................I..............•.I.:.I................I...42 @ 240Y...I............:. ........... , r - y - • GFDI Threshold ... ... ......... ............. .. .1. ....................................................... -A . .. " S. - Utlliry MonitoNng, Islanding Protection, Country Configurable Thresholds +- Yes Yes _ - ' •. 1 I INPUT ! ` • �rti� " .. - Maximum DC Power (STC) 4050 5100 6750 8]00 10250 13500 15350 W ................ . _ _ �. t - Transformer -less, Un rounded ...... ..... ............................. ... ......... ...Yf... ........ 500- Vdc - _ o _ ............ ...$............................................ ` .,•etV i - Nom: DC Input Volta6?..............: ............ ..................'........325 @,208V / 350 @ 240V - , Vdc.... �qie& Max. Input CurrentR1• 9.5 13 • i6.5 @ 208V 18 23 33 @ 208V 34.5' Adc - .... .... ... ,... . ............... .............................. 5:5.� Zaov ..... .. 3o -A @ zaoy............... Max. In ut Short Circuit Current 45 - - Adc r -----�•--> - ......... P............................................................................................................:........................... ......... ................... .... ' Reverse-Polad Protection Yes - O • .� - Gro ec - umu• ault Isolation Det tion 600kc Sensidvit - - -• - -_ 1';: - Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % ' .............. 7 208V ..I., .... .. ..I:. .. ...97 208V...I:. 2. ., - - '„ • ' CCC Weighted Efficiency ................. 97.. 98 97.5 9. @ 97.5 % . ' ........................... .................240V................................... 97 ;5 @ 240V................ . Q t Ni httime Power Consum don < 2.5 < 1 W f+ , - •--•--=�-- F ADDITIONAL FEATURES _ r f, - + Supported Communication Interfaces R5485 RS232, Ethernet, Zi�Bee (optional) evenue Grade Data AN51 C1 nal°1 s - a _ �_ --- -- - ...................:........LL ............................... .................... ........................................... .. ' + ' Rapid Shutdown -NEC 2014 690.12. Yes R I �p R L) • 1 �� � ^--'•��� � - )STANDARD COMPLIANCE - ••• I ---, z - Safet UL1741 UL16998 UL3998 CSA 22.2' • Y.........'............................................................................... ...I............................I......I............. ... _ ' • ^�'. Grid Connection Standards IEEE1547 - ,. ...Emissions ........................... .................................................FCC part15 class B................................. ..... .......:. t +, - I INSTALLATION SPECIFICATIONS r - 'n -' !^.Fi�7 ., ACoutputmnduitsIze/AWGran6e •••••,••••,••••.,•-•••• 3(4': minimum/16.6 AWG,,...•_•.,• .......... 3/4"•minimum(8.3AWG•'- • - 1 = a { }"` ' � DC Input conduit size / If of strings % - 3/4" minimum / 1.3 strings/ • - y r- ....... 3/4" min mum / 1.2 strings/ 16-6 AWG ' ........ • x - �, t fl, } .� ., AWG range•wi hsa.f...................................... I...................... ............. .14:6 AWG... .. . , • Dimensions [ rySwitch 30.5x 125x10.5in/ ♦ - e 30.5 x 12.5 x 7.2/ 775 x 315 x]84 i ll- M - • - ¢,,�,a .............. 775x315K260 mm "' a c ..i........ )................. ... ..... ............ ... .. -: t. • Weight•with Safety Switch ..... .. .........1:?/23............�.......,..........,54.7/24:x....................... .......d(40 •Ib /.kB .. }} 5 .2 88 1 Natural o _ convection _ 7- �` • ' _ " Cooling. Natural Convection and Internal Fans (user replaceable) I'I •,The�best`choice for WarEdge enabled systems �' fan (user / • , . - 3 re la able ...............:.....................:..........................a..sg.....1................................. .............. - Integrated arc fault protection for NEC 2011690.11 compliance. Y. r «. Noise <25 <50 deA -' Rapid + az.Opeienng7empereture .............. .. o-14 /-25 o+60.....,o+ ,. ersi,.,,,,,,,,le(")... • _ - P ., •, „t_ R -13 to +140/-25 to +60 (-00 to +60 version available ) 'F/'C Superior efficiency (98%). a ? SS ............... .......................................................... ........... .......... ..................... « _ , a .♦ - .. .. +.: ."• - . Protection Rating ..... .. ... NEMA 3R , . • ., .. ................................................................................ ................ ................... ............... Small;lightweight and easy to on provided bracket I,,ot isen xsoie+aamnuctsourtdxe KR Itl mo i NIAhi.oc Mao,rc.rn,.re•u>Rd,thnmernravllliMitka Built-in module -level montoring-." .. _ , ♦ - "ue ba erP D.aNiA•US° Uo I.P-rrtmtmMUn5v0a@luN.-aNU). 4)40wrsbn GIN:SE,zUSO00NNW (for 760M 1m-.SE760U"S0 D2NNU+). - y - F Internet connection throughEthernet or Wireless Outdoor and indoor installation + ' Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation _ Optional - revenue grade data,'ANSI C12.1 USA -GERMANY -ITALY-FRANCE--JAPAN-CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL , r - www.solaredge.us 4' .7 f. is .5 r • xr-� - •i• • . .. 1. - _ '+-, - - 4 � .....a. __ ._ .• '. s :, _•• ` i_.�. .. - - , , ~ i >j •. M '" .S+- l ' - 'y- +i;. - ., _y 'h.�' _' ri .. t . _ r - , ; ., - •• - - _s .A,J ss, :'•.• w � .' -_ � , s, - ! - L 1 r s. . ai : w �.. �.y. - +� y _ •.�r, , - _ .,� �. .. • � ~ x •eE i• - s � _ - '� I.. -�J. �� �,•� .. . .A+ ,- . ♦ ♦ 4 .; ; .' w t , � - '+ `. Overvolta a C tegoryII (PowerO timaers 8 .r w , .. _ a ,'fit OUTPUT DURING OPERATION (POWER OPTIMIZE R CONNECTED TO OPERATING SOLAREDGE INVERTER) 25 PowerO mixers " - Maximum Output Current 15 Adc ' ..SO ' Maximum Power per String...........................5250.......:..:..... .... 6000............................. . Maximum Output Voltage 60 I 85 Vdc �. ..................... i.6 .ti O tip.. ra. A+ .. ,., .) •. a/ rY n °s , ' .. ♦� .. _, .. - ` ; � ^. � R' � • . Optimizer _ Fs I �. .- r fS.- •a's ', t �. .. `. � M k � � .. iln- • , � d'"♦ . - � .a, i�{ _ '- QQQ nG` J - 'Safety .................................... ....IEC62109 1 (class II safety) UL1741.................................. ..... ' ` ♦ 1 eyW RoHS Yes - q' # INSTALLATION SPECIFICATIONS ' t-• 1 p - U. ' -o solar is l �� Com alible Inverters All SolarEq a Sin le Phase and Three Phase inverters P ......... .........................................................8............................................................' ` . _ solar - ®® SolarEdge Power Optimizer °• " w _ r"" ` Sx5.97x].08 Sx5.97x1.37 525.97x1. 96...................:; . I W "' ' ..............:................................. .................... ....................................:............................................... Weightlincludin cables 760/1.7 830/1.8 1064/2.3 &........).......................................................:....:..............................:..................... .......... ...g......... Module Add On for North America a • Input Connector ...................................................... C4 CompaHble............................................................. P300 / P320 / P400 / P405 , ` = x;' - SolarEdp-Power.0ptimiz`er'` ;' Output Wire Length ... 095/30. I 1:2_/3:9. m(.ft ...... ........................... `-_ P r„ OperatinpTemperatureRange-40-+85/-00•.+185 P300 3Z 00 ` P405 . + r Relative Humidity 0-100 % * f (for h ower for 72& 96 ( (for6o-cell modules,r ` (forfhln film ........... .............................................................. ................. ulaKed 57 power o(d+eod�d me Module oluP x,•5%powas WIl nwa11mei. •' Module Add For North America:A Imo 60 -cell modules) .mod Wes) modules) -On _ _ )INPUT - •l, • Rated Input DC Power<'I..••;,,.,..,•,.....•.••••.• 300 320• . - 400 405 - W • - - ,. P300 / P320 / P4001, P405 . - .�,: Absolute Maximum Input Voltage - 80 125- ° - • Vdc { 48 at,lowest temperature) _ ..(Vx .....................................:. MPPTOperatinpRange 8-48 8-80 .................................................................................... .. .... ... 12.5-105 Vdc - -Maximum ShortCircuit Current (Ist) 10 I 11 10.1 .....iT................................................................................................................................................................... Adc . Maximum DC Input Current ...........12,5 13.75 12 63 .. .. ............ ................. ::•Adc Maximum EffitiencY........................................................................... 99.5 PV power optimization at the module=level Up to 25% more energy Superior efficiency (99.5%) t R . ' Mitigates all types of module mismatch'losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utiliiation v , Fast installation with a single bolt Next generation maintenance with module -level monitoring Module -level voltage shutdown for installer and firefighter safety F USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN - CHINA- AUSTRALIA -THE NETHERLANDS- UK -ISRAEL www.solaredge.us L • A SOLAREDGE INVERTERaI. bINULE'YHASt - 4 : Welphted Effige.15y..................... ............. I ......... I ............................... 5:8....................................... ......... ...... I KKEEF'HASE 480V Minimum String Length Overvolta a C tegoryII (PowerO timaers 8 10 ............................... OUTPUT DURING OPERATION (POWER OPTIMIZE R CONNECTED TO OPERATING SOLAREDGE INVERTER) 25 PowerO mixers " - Maximum Output Current 15 Adc ' ..SO ' Maximum Power per String...........................5250.......:..:..... .... 6000............................. . Maximum Output Voltage 60 I 85 Vdc ...................... Parallel Strings of Different Lengths ..................... ' • P OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) i yes O I'I ltlsmtelloned tomb P405 w th P30D/P40WP600/P7001n one Itdre.- _T_ Safety Output Voltage per Power 1 , . Optimizer - • f : -, ;• r $STANDARD COMPLIANCE - I - • -'' ✓'� - EMC••••FCCPartlSClassB,•IEC61000{>.2,.IEC61000-63 •••••• •••• •••• •. ••• •..•• •.•••• - s...................................................................... QQQ nG` J - 'Safety .................................... ....IEC62109 1 (class II safety) UL1741.................................. ..... ' ` ♦ 1 eyW RoHS Yes - q' # INSTALLATION SPECIFICATIONS ' t-• 1 p - U. ' :Maximum Allowed System Volta&e •, 1000 ... Vdc . Com alible Inverters All SolarEq a Sin le Phase and Three Phase inverters P ......... .........................................................8............................................................' ` . 12 / ' Dimensions(WxLxH) 8x252x27.5 - 128x152x3S/ 1282152x50/ f mm/in Sx5.97x].08 Sx5.97x1.37 525.97x1. 96...................:; . I W ..............:................................. .................... ....................................:............................................... Weightlincludin cables 760/1.7 830/1.8 1064/2.3 &........).......................................................:....:..............................:..................... .......... ...g......... • Input Connector ...................................................... C4 CompaHble............................................................. „Outpyt re Type/ Connector Double Insulated; MC4 Compatible .- - - ....................................:........ Output Wire Length ... 095/30. I 1:2_/3:9. m(.ft ...... ........................... OperatinpTemperatureRange-40-+85/-00•.+185 - - �, Protection Ratin ..............I......... IP68 NEMA6P.....................................::................ .... . ` Relative Humidity 0-100 % ........... .............................................................. ................. ulaKed 57 power o(d+eod�d me Module oluP x,•5%powas WIl nwa11mei. •' PV power optimization at the module=level Up to 25% more energy Superior efficiency (99.5%) t R . ' Mitigates all types of module mismatch'losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utiliiation v , Fast installation with a single bolt Next generation maintenance with module -level monitoring Module -level voltage shutdown for installer and firefighter safety F USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN - CHINA- AUSTRALIA -THE NETHERLANDS- UK -ISRAEL www.solaredge.us L • A SOLAREDGE INVERTERaI. bINULE'YHASt - I HKEE i'HASt Z08V I KKEEF'HASE 480V Minimum String Length - (PowerO timaers 8 10 ............................... Maximum String Length 25 25 PowerO mixers ..SO ' Maximum Power per String...........................5250.......:..:..... .... 6000............................. 12750 ...................... Parallel Strings of Different Lengths ..................... -or. 0rientati0ns yes I'I ltlsmtelloned tomb P405 w th P30D/P40WP600/P7001n one Itdre.- , 44 •a r •. t`e '. _ � ! `. �� ; y� i`.. �s: f. `i .` t ` - - - , - l•, r* '` tea.• - '.F' - ^ • r ^J ` � - - • z r t ,-"•'�t +. �. ., , _r � i. M1 ��r, �, x _ � - •_{1 •� ' J y .- r sr *. - • t, . ' ♦ 1 �• • ,Ea00 . .,x� V . •f.- . •r w �• ) .: ! �' t G . r .� .. �,; a �. 4 .+ a e„M. .r{CY .•1 . �� •. T"* sn•••` .C. 'ti _ A n t _ j.� •..,L '•q .. l _ ,x •� Y:`� • `: - f-- �.� - s •n ' +� -'�; �, �i.G ^li S • • y .k1 A� ; ,. 4 e r - .+ • " �''"•`'• -. �.`..� �•" • , -1 w - \. 3 F""'\, A' - . ` ,� _ • •i. ,i a .•N a, i �_ rw' •, + • abt 4 •- e'+y ' 't ,ft _• " ... r 2 1 t� i •y %4.. ,- ! ..�f 'r ±. • 7• ti ,,,•- _ - �. - •� , w �'.:v •• ,'_ e.•. I �,* _ _ i y �'< ,`. .! to 1. ATTACH LAY -IN LUGS (LISTED UL'467) ONTO ALL MODULES IN THE , . &tovoRwc k,+ .. - a *; W i ', LAY -IN LUG - SPECIFIC GROUNDING HOLES. NOTE, ITS IS NECESSARY TO • under panel • Boridu; aModules a f' - ! , .,,- , •. ;„ '� ATTACH 1 LAY -IN LUG PER MODULES AND BEST TO DO THIS E'^�'A ' M' _ `• • , x . , " �, BEFORE YOU STAT. INSTALLATION FOR MORE EFFICIENCY. ".y " ,-' ': — o ,:% _ r . • *ANTI -OXIDATION REQUIRED UNLESS OTHERWISE LISTED IN c" • i {� , i.,w `3' �+ •,� ^ ;:,• �i .� - " :.. �.:' c • • * r.- t - REPORT. ,. -,�, .' _ •. • ' - . - ;' ,"r •`r ` `, n-•- jR� :' * -' 2: RUN A GROUND WIRE THROUGH ALL LAY -IN LUGS AND GROUND - THE SYSTEM. NOTE, REFER TO YOUR PV MODULE INSTALLATION ' `MANUAL FOR THE TYPE OF FASTENERS, GROUND WIRE SIZE,- ,' ! -•'_ �K. ` POSITIONING OF GROUND HOLE, AND GENERAL INFORMATION ON YOUR GROUNDING SYSTEMEgWprnomcmundnscanduetor ,�-,Uy-lnwa - k, +F:I t Pm UL 2703 Pnom.ottak Modulo) _ 2' ' GROUNDING CONDUCTOR r• __ :w^' I fib. •a.' .�.� i. _� .. +x. - - I •��,. t � � , ..,.' - PV MODULES #8 AWG THWN-2 I CONT. GROUND.. - ------J, ILSCO LUG SOLAR SUPPORT RAIL TYP. I - ILSCO LUG ILSCO LUGS ILSCO LUG �LSCO LUG ILSCO LUG SOLAR SUPPORT RAIL TYP. ' { I PER PANEL L---------1 I -. #6AWG BARE COPPER • L-- J t_-- -- —J I F- ' I - - 1 #6 AWG BARE COPPER � - ' #6AWG BARE COPPER I #6AWG BARE COPPER �----- --- J SPLICE CONNECTION I S TION • = CONTINOUS TO G.E.C. CONTINOUS TO G.E.C.-... •' Z(E) _ I r GROUND LUG TO BE K A. - ROOF FRAMING, SEE ROOF INFO I USED ;GBL-4DBT ,. . : - - RAIL ATTACHMENTS TO RAFTERS TYP. F SCREW: SEE CHART MATERIAL. T 6onEMVM� R' DWG. NO. a PL DM dw= mci &A= us CAT. NO.: PLATING: SEE CHART M. w- *� *1 G0977 MA55:.m52 LBS MOM- SEE CHART DRAWN BY:C1H SCALE, 3:1 SHEET i OF 1 SURFACE AREAL L738 INP DATA7/27/2007 SIZE: A COR.P. STIkFER SHT• 12 CEM:MM ' R 1/428 UNF - 28 v.040 MAtX 45" Cat # . GBL-4DB MUST HOLD ®:105 PIN %TM NO LEAD GAI`Es GBL 4DBi .3751 .015 —}— SEE CHART FOR - P3.2i8 THRU SCREW AND ASSY iNTUMTEON —.190 SCALE 1.5: 1 �. ftaf -w all "ftrv% y 1Tf'aljr- E1276 RMSH TO TOP E1276 FLUSH TO TOP E1469 SNUG TO SOTTO _ _ I'v �1� �''�• (1 � Nib- +`I'i :1 � I '• -I� 1�1�w� :Ti �.+ 1. • ':.11' ' I s,' 1 I tet/ 1 • / L':• 1.`. / ._. 11 ' lt•' '1 - •.1 ' w r SCREW: SEE CHART MATERIAL. T 6onEMVM� R' DWG. NO. a PL DM dw= mci &A= us CAT. NO.: PLATING: SEE CHART M. w- *� *1 G0977 MA55:.m52 LBS MOM- SEE CHART DRAWN BY:C1H SCALE, 3:1 SHEET i OF 1 SURFACE AREAL L738 INP DATA7/27/2007 SIZE: A COR.P. STIkFER SHT• 12 CEM:MM ' R 1/428 UNF - 28 v.040 MAtX 45" Cat # . GBL-4DB MUST HOLD ®:105 PIN %TM NO LEAD GAI`Es GBL 4DBi .3751 .015 —}— SEE CHART FOR - P3.2i8 THRU SCREW AND ASSY iNTUMTEON —.190 SCALE 1.5: 1 �. ftaf -w all "ftrv% y 1Tf'aljr- E1276 RMSH TO TOP E1276 FLUSH TO TOP E1469 SNUG TO SOTTO _ _ I'v �1� �''�• (1 � Nib- +`I'i :1 � I '• -I� 1�1�w� :Ti �.+ 1. • ':.11' ' I s,' 1 I tet/ 1 • / L':• 1.`. / ._. 11 ' lt•' '1 - •.1 ' w O z 0 z O C7 w w cn U W d N Of W D ' U LL- Q D z Q r O z 0 z O C7 w w cn U W d N Of W D ' U LL- Q D z Q QBase° Composition Mount I QMNC THIS EDGE TOWARDS ROOF RIDGE TE DESCRIPTION QTY. I CAP SCREW, HEX HEAD, 5/16"-1B %3/4" I UNC -2A GRADE 8 X4.29 10 2 OBASE. 1-1 /4" ID. FOR 5/ HARDWARE, A360.1 CAST AL 3 LAG SCREW, MX HEAD, 5116'X 3', ZINC 2 12'00 4 FLASHING, SPUN CONE, IT X 12- X.032-1 I p 9 30M AL MILL 5 COLLAR, COUNTER FLASHING, 1-1/4' ID I EPDM 5.15 8 ,6 POST, I-1/47ODX 3 -1/4",6063 -T5/6063 -T6, I MILL Z WASHER, SEALING, 5/16"IDX 1.1/4"OD, I ' EPDM BONDED SS 6.00 7 . 8 WASHER, FENDER, 5/16" ID X I"OD, 18-8 SS I 12.00 9 WASHER, SPLIT -LOCK, 5/16" ID, 18.8 SS I 6 10 CAP SCREW, HEX HEAD, 5/16 1 8 X 1" UNC- I 2A 8SS 2.10 5 —O 2.50 o O A VA ILA SL E IN MIL L, CL EA R A NODZIED, 4XO.320THRU 4 A NO BRONZE ANODIZED FINISHES. (CLEARANCE FOR 5/16" HARDWARE) I STAINLESS STEEL LAG SCREWS (ITEM 3/ INCLUDED WITH ANODIZED FINISHES. 0125 3 Quick Mount M 2 tBIE: .._._. . __.............. 3.75 _.._.. _._ 1 1 QMNC: ABASE COMPOSITION T} MOUNT. .50 1 UNLBSOIXERM6ESPKIFED: ABASE ITEM2 AND POST rTEM6 Dm,a+slor s: Na¢ SIZE DRAWN fir: REV ( ) ( ) WtERIWCES A DATE: 7/27/2016 9 FR O KAOE 3 t/9 o Cpnµtoe,x¢ouwncbxriw,rDronpoUKr,gUp w. wn «vromawruvotunwwou.nxwplat pONO1 S(iY[DUA'NP1G 1w0PRA DK0.W i.14 m OOPYbGN10t•1.Oe1C[MOUIrIN IXRff PLACE DEOM4 lDG SCAle 18 W8GM:13r SMDtprt Sources: Uniform Building Code; American Wood Council Nos 2005, Table 112 A. 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge dlstanass "Note: To maintain waterproofing it is important that the aluminum (lashing Is properly placed under one full course above the mounting dock with at least some of the flashing extending up under the course above that as well. See instructions on back. quick Mount PVD BI7.2.3-6 RESPECT THE ROOF Aug -2016, Rev 8 QBase Composition Mount Installation Instructions Installation Toots Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, one tube of sealant compatible with roofing material, drill with 7/32" bit, drill or impact gun with 1/2" deep socket. WARNING: Quick Mount PV products are NOT designed for and should NOT be used to anchor TJ 71�rotection equipment. Layout your array out overthe roofing paper using Align QBase vertical holes over center rafter mark Remove QBase and drill 2 each 7/32" pilot holes a chalk line to mark rafter centers and the rail and horizontal holes over snapped line. Mark into rafter. Hold drill square to rafter. location center. holes for drilling. Fill pilot holes with sealant compatible with Secure post to QBase turning post ontocaptive Allow roofing to proceed to the point that the roofing material. Seat grade 8 cap screw through base plate bolt. flashing should be installed. bottom of QBase. Place QBase over drilled holes and secure lags in place, to a solid, snugfit. Install flashing over mount. Allow roofing to proceed to the next mount Apply sealant where post and flashing meet. course. Install EPDM counter flashing collar. Seal post with hardware if not installing racking right away. quick Mount PV® B1723-6 925-478-8269 1 www.quickmountpvcom I info@quickmountpv.com Aug -2016, Rev 8 2700 Mitchell Dr. I Walnut Creek, CA 94598 02016 by Quick Mount PV. All rights reserved. Lag Bolt Specifications Specrfc Gravity 5119- shalt per 3' thread depth 5110- shalt per l- thread depth Douglas Fir. Larch .50 1330 269 Dougias Fir, South .48 1175 235 Ereeirmnn Spruce, Lodgepole Pine (MSR 166018 higher) 49 1175 235 Hem Fir .43 1060 212 Hem Fu (North) .46 1175 735 Southern Pine.55 1535 307 Spruce, Pine, Fir .42 1025 205 Spruce, Pine, Fir (E of 2 m Dim psi and higher grades of MSR and MA) .50 1330 298 Sources: Uniform Building Code; American Wood Council Nos 2005, Table 112 A. 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge dlstanass "Note: To maintain waterproofing it is important that the aluminum (lashing Is properly placed under one full course above the mounting dock with at least some of the flashing extending up under the course above that as well. See instructions on back. quick Mount PVD BI7.2.3-6 RESPECT THE ROOF Aug -2016, Rev 8 QBase Composition Mount Installation Instructions Installation Toots Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, one tube of sealant compatible with roofing material, drill with 7/32" bit, drill or impact gun with 1/2" deep socket. WARNING: Quick Mount PV products are NOT designed for and should NOT be used to anchor TJ 71�rotection equipment. Layout your array out overthe roofing paper using Align QBase vertical holes over center rafter mark Remove QBase and drill 2 each 7/32" pilot holes a chalk line to mark rafter centers and the rail and horizontal holes over snapped line. Mark into rafter. Hold drill square to rafter. location center. holes for drilling. Fill pilot holes with sealant compatible with Secure post to QBase turning post ontocaptive Allow roofing to proceed to the point that the roofing material. Seat grade 8 cap screw through base plate bolt. flashing should be installed. bottom of QBase. Place QBase over drilled holes and secure lags in place, to a solid, snugfit. Install flashing over mount. Allow roofing to proceed to the next mount Apply sealant where post and flashing meet. course. Install EPDM counter flashing collar. Seal post with hardware if not installing racking right away. quick Mount PV® B1723-6 925-478-8269 1 www.quickmountpvcom I info@quickmountpv.com Aug -2016, Rev 8 2700 Mitchell Dr. I Walnut Creek, CA 94598 02016 by Quick Mount PV. All rights reserved. • 4 PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL C a DRAWING TYPE: PART DETAIL DESCRIPTION: HD RAIL PRODUCT PROTECTED BY ONE + OR MORE US PATENTS REVISION DATE: JUNE 2014 LEGAL NOTJCE SHEET .A : - •y ' :8� U N I RAC PRODUCT LINE:. SOLARMOUNT DRAWING NOT TO :NOMINAL E U N I D /, ALL DIMENSIONS ARE a u AHIMGRDUVCOM�N19 AHIUI rrmuv COMWNY DRAWING TYPE: +PART DETAIL t, 1411 BROADWAY BLVD NE 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA DESCRIPTION: RAIL. PRODUCT PROTECTED BY ONE ALBUQUERQUE, NM 87102 USA WWW.UNIRAC.COM OR MORE US PATENTS. tA REVISION DATE: LUNE 2014 WWW.UNIRAC.COMLEGAL NOTICE SHEET 3' PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL C a DRAWING TYPE: PART DETAIL DESCRIPTION: HD RAIL PRODUCT PROTECTED BY ONE + OR MORE US PATENTS REVISION DATE: JUNE 2014 LEGAL NOTJCE SHEET • + 4 c\� a r W SL ca m C G !3 Fp �$ �s all $ g� c cx+ a a 9 g. r r MANUFACTURER SPEC SHEET - UNIRAC UL LISTING t ,. ♦. s . w't t ~1 �1 • Y. -'i' y is ,y i �'!" , iy r ..•1 1 - R [ .� . - t i i T I'a711, l Y. "t7; •a .rr4 ` •1l •. as 3J ' t - - ", •-i,_ ' - .. G-- r,«M1 T I 4 N J , � r It. r f 1 ] t � � t� � ` ~ (♦ C y � � F .. '•. • �. _ • • ' �! � 11� 4t . + ,r'` .l.}I f ", � - e. .. 1 ' � -i e s ••r s " 'tr' ,. `_ , r+ ' a i y s � + . S _ � { "�` r iA. , t' ,} ,4+ . - iS t� - j•� r'- . r '- � 4 R J err, �+� �t?s: 7 n' r - - r-h G:.� i . ( c,,,: F ; * - ' a ? riJ� i! ♦ �• \ t•t. ; l..�r a , 1 a .. L a� • .. • •) + �R . Tin fl, y .V y; i~ _ _f 1" i ]'- - L • v rte • - '} <• . riy s . r�4, J 1 .. r ' • ` `.• �} ' • " A ` - res.. •' - .. • Svc vii:''' • • • .. • . ' . r 1 . r • � .. ',.� 3± - r 1 S' a . r - i ® "}. i .Tyr 1, r .. . Y. K y -' I ... NIRA +. z AM Bright Thinking in Solar "UNIRACirisrallarionSheet225.5' UniracGroundirig.ChOsand WEEBLugs • r SOLARMOUM" + , , 10 year limited Product Warranty Top Mounting UniRae Grounding Clips and WEEBLugs unl �n<.�rral,ttta�eart span ta. .�,udrat= . 1,6,t�lat�t, tt„ .ar �ad�c fa,: �irepf rvplacrnenr,haR. Ins to lla tion. Sheet 225.5 e - ("Purchaserl of products) that h manufactures if the Product has boon modified. repaired.or completely satisfy and dhdargo all of UnUaz's ' ("Product') at the original installation she that rwforkad 1n a mannernot previously authorked Itabft with respect to this MdtodVHarranty ' v sr s •• . r _ - the Product shall be free from'defects In materia! by UnlRac IN WRITING. or If the Product is, "llndv no dramutancm than llMrac be liable •^ '^ ^_ •` •"^ _ .. ,• - - and viorkmathtdp for a parrod of ion (10) years. Installed Kan environment for which h was ' for special. Indirect or consoquengal damages . } . _ from the orwr or 1) the data due bxtallation not designed. Unlrac shall not bb llabfe� for - arising out of or related muse by purchaser of UGC' I W - - � � E E BLug_ Figure 2. Insert a bbh in the of the Product b compla" or 2) 30 days after consoquential oontlingo tt,-or mcle til damages, •, the ce Produ, - ; • • " aluminum red rail dr throagh the i the purdiase of the Product by the or{gWl arising out of.dte use of the. Product by the Manufacturers of related Item. sudh'as PV PY mooJe _ • - Quid- " clac ansa hole in thestatnlas seed - flat washy Race thestatnless steel flat waiha on the bolt onmted so the dimples will contact the- Purchaser This WarhM does rat cover damage ro the Product that occurs during its shipment storage, or Installation. Purchaser under art/ cbrumstanees. . If within the spaeH'wd Wamnry period the modules and foshlags,may provide written. .arrami. of thetr.ovm. UNracs fhNtod i. aluminum NIL Place the lug - portion on the bob and ugWas This Wamnry tan be VOID t Installation of. Product shall be reisorubly be . de(ative. than UNrac shall repair or replace the Warrantyproven Warranty only Its Product. and not any - related hems. •a--7s' �a m• -. fl* , actiflatwadw.. hutallstainless i the Product is not performed in accordance defective Product. or any part thereof. In UnImc's • r stafflatwahha,'ladc.nother and nut. T(ghrm the nut until the i _ _ r • - . Top. -o (( NetI ' dimples ane completelyembedded ` Into die rag and lug. The - - _ embedded diarplesr take a gas • A . i, Stainless Stell Fiat tfght rrrechanfcol ronno-don and `d, T ..]. ennegaodcontraction r t - J � : ' - ", } . i ��•y,. "p - - (' • - bintcen thalumnumred and' • the tug dusts gh the IVFEB. ... .;. ins v ,. r y ' , rt ` 1 - ,,, ..- r • - .. . .ofipinto topmoufulfill rfmcJraib •.. .Torsiuemoduidinplaaeonfop.. ._ • !. _ - - .. a f , ff a" - ^' ,, s ' of dip Niles wlBpenetrote roll n-t••ts. UGC. i'sr'-t-Is r• - ' {; anodisarlmnartdasategraundfrrg,. WaBL+N: r r r• - .* penis-tlo'oughrate . - _ • - . - SdgrMotnhID roll lanylrpel,. - .SolmMou rojIany twe). - ,.+ '• , . 4 Flgure9.Place grounding dips,r'— " �1 IVFF.BLugs, and copper wire (6-10 _ A{YG) as shown Place a loop in the wire '�"• -- ,. -. • aroundspticestapreventietulorc Be I I -. sun wiring between rolls is not taut ' KEY C==== - SolarMount mil (any type)- - • i Rol spite. r - X Grounding hm c U - - 1 4c3rounclitts; cup ;:.—ngAtetfatB �- 1 < coem wire., - J• Shtpte vvi4g - • Vise for enure onay to bh•Ne spices' �1411,'Broadway Boulevard NE .) ;� •'* •• U N 1, RAC Albuquerque NM 87102-1S4S USA r - y ,- • "t •r• - •�- i� i,• s' G - - r®2009 ty UNrot;�rc.AarlaEu re�n,d. ♦, ' Ihdrucwelcomes input concerning the amatory and uset•fdendlinm ofehis pubRcldom Pleas wrire to publlntionsauNrnacom.. - •a ,_!, -' J. - _ - n W 4 It"r r� J• +. �, ' y " yl' {. ' . t-,.' ar •.! 1•w..,'I'rIt- -� an, sr it y •'' r .,s� • �* M ' )c - f•,„_ ✓-. •t --. � ,fr^t / w s 'i. ,.. l ,• F.. .r ._ • '�'� y' •, *:• e� M • : ' 7 a :] h .J '• i 'a _'\ a Tri. N_ • `r .ti If -• ” r r - a .fn� .Y \, ' a •;�. _ r t, / i +t -. • - - r r - - T �. s BONDING SM MID CLAMP BONDING SM END CLAMP oi. 11'6' i' - VARIES - REFER TO SHEET SM-PO4 END CLAMP f MID CLAMP cm :� u� U N I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL C A HUM GR"ODMGAW DRAWING TYPE: PART & ASSEMBLY a 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA DESCRIPTION: BONDING TOP CLAMPS PRODUCT PROTECTED BY ONE A WWW.UNIRAC.COM BONDING SM MID CLAMP BONDING SM END CLAMP oi. 11'6' i' - VARIES - REFER TO SHEET SM-PO4 END CLAMP f MID CLAMP cm :� u� U N I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL C A HUM GR"ODMGAW DRAWING TYPE: PART & ASSEMBLY a 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA DESCRIPTION: BONDING TOP CLAMPS PRODUCT PROTECTED BY ONE WWW.UNIRAC.COM OR MORE US PATENTS IIA REVISION DATE: SEPT 2014 LEGAL NOTICEo $HEFT � 4Jr a fi 7' f . a � WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks® Sizer 11.0 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 -2 Fb'+ •900 1.25, 1.00 1.00 1.000 1:300 1.00 1.00 1.00 1.00 •2' Fcp' 625 - , 1.00 1.00 .- - - 1.00 1.00 - = E' 1.6 million 1.00 1.00• - - - - 1.00 1.00 - 2:. Emin' 0.58 million 1.00 1.00 - - 1.00 1.00 - 2• CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+Lr, V max = 554, V design = 486 lbs ` Bending(+): LC #2 = D+Lr, M = 1286 lbs -ft Deflection: LC #2 = D+Lr (live) ` LC #2 = D+Lr (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 178e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National 'Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause -4.4.1. 4. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. COMPANY PROJECT O JOIST CHECK Woodworks WITH POINT SOMWARE MR WOOD MICN LOADS FROM PV June 23, 2017 09:14 AND WIND (DOWN) Design Check Calculation Sheet Wood Works Sizer 11.0 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Dead Full Area psi fv/Fv' = 0.07 8.00(44.0") psf Load2 Dead Point fb/Fb' = 0.19 1.00 30 lbs Load3 Dead Point Total Defl'n 4.50 30 lbs Load4 Dead Point 0.27 6.50 30 lbs Load5 Wind Point Load comb 1.00 75 lbs Load6 Wind Point 0.50* 4.50 75 lbs Load? Wind Point 6.50 75 lbs Self -weight Dead Full UDL 1.11 6.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 9.29' E Unfactored: Dead Wind Factored: Total 215 128 Design 203 97 292 Analysis/Design 261 Bearing: Fv' = 162 psi fv/Fv' = 0.07 Bending(+) fb = 197 Capacity 1053 psi fb/Fb' = 0.19 Joist 1094 0.46 = 1094 Support 1211 Total Defl'n 1211 Des ratio L/180 in 0.13 Joist 0.27 0.24 Support 0.24 0.22 Load comb #3 #3 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.11 1.11 Fcp sup 625 625 ivnnirnurri ueanny reny[n semng usea. uz for ena supports Lumber -soft, D.Fir-L, No.2, 4x8 (3-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 44.0" c/c; Total length: 9.29'; volume = 1.6 cu.ft.; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress and Deflection using NDS 2015: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 11 Fv' = 162 psi fv/Fv' = 0.07 Bending(+) fb = 197 Fb' = 1053 psi fb/Fb' = 0.19 Live Defl'n 0.02 = <L/999 0.46 = L/240 in 0.03 Total Defl'n 0.08 = <L/999 0.62 = L/180 in 0.13 Elvia Punzo Page 8 of 16 WoodWorks® Sizer ., SOFTWARE FOR WOOD DESIGN - Additional Data: ` FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# , Fv' 180 0.90 1.00 1.00 - i- - - 1.00 1.00 1.00 1 Fb'+ 900 0.90 1.00 1.00 1.000 1.300 1:00 1.00 1.00 1.00 - 1 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 -, - E' 1.6 million 1.00 1.b0 - - - - 1.00 1.00 - 3 Emin' 0.58 million 1.00 1.00 - ' - - - 1.00 1.00 - , 3 . CRITICAL LOAD COMBINATIONS: Shear LC #1 ="D only, V max 215, V design = 193 lbs Bending(+): LC #1 = D only, M = 503 lbs -ft ' Deflection: LC #2• = .6D+.6W (live) ' LC #3 = D+.6W (total) , D=dead L_ -live S=snow W=wind I=impact Lr --roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI =, 178e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total,Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. . 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. , 4. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. r COMPANY PROJECT ® JOIST CHECK Woodworks WITH POINT SOF/WARE FOR WOOD DESIGN LOADS FROM PV June 23, 2017 09:15 AND WIND (UPLIFT) Design Check Calculation Sheet Wood Works Sizer 11.0 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Dead Full Area 203 Bearing: 8.00(44.0") psf Load2 Dead Point 1.00 30 lbs Load3 Dead Point 1094 4.50 30 lbs Load4 Dead Point Des ratio 6.50 30 lbs Load5 Wind Point 0.19 1.00 -180 lbs Load6 Wind Point 4.50 -180 lbs Load7 Wind Point 0.50* 6.50 -180 lbs Self -weight Dead Full UDL Cb min 1.00 6.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 9.29' N Unfactored: Dead Wind Factored: Uplift 215 -308 203 -232 55 18 Total 215 203 Bearing: Capacity Joist 1094 1094 Support 1211 1211 Des ratio Joist 0.20 0.19 Support 0.18 0.17 Load comb #1 #1 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.11 1.11 Fcp sup 625 625 -minimum Dearing iengin setting usea: iic. Tor ena supports Lumber -soft, D.Fir-L, No.2, 4x8 (3-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 44.0" c/c; Total length: 9.29'; volume = 1.6 cu.ft.; Lateral support: top= full, bottom= at supports; Elvia Punzo Page 10 of 16 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam1 WoodWorks® Sizer 11.0 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2015: Criterion Analysis Value Design Value Unit Shear fv = 11 Fv' = 162- psi Anal sis/Design fv/Fv' 0.07 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fb'+ 900 0.90 1.00 1.00 1.000 1.300 1.00 1.00' 1.00 1.00 - 1 Fb'- 900 1.60 1.00 1.00 0.977 1.300 1.00 1.00 , 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00' - - - - 1.00 1.00 - 1 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 1 CRITICAL LOAD COMBINATIONS: 1053 Shear : LC #1 = D only, V max = 215, V design = 193 lbs Bending(+): LC #1- = D only, M = 503 lbs -ft Bending(-) Bending(-): LC #2 = .6D+.6W, M = 108 lbs -ft = 92 Deflection: LC #2 = .6D+.6W (live) 1829 LC #1 = D only (total) fb/Fb' = D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output -0.04 Load combinations: ASCE 7-10 / IBC 2015 0.46 = CALCULATIONS: in Deflection: EI = 178e06 lb-in2 0.08 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection: Lateral stability(-): Lu = 9.25' Le = 17.00' RB = 11.0; Lu -based on full span Design Notes: in 1. Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. = Bending(+) fb = 197 Fb' = 1053 psi fb/Fb' 0.19 Bending(-) fb = 92 Fb' = 1829 psi fb/Fb' = 0.02 Live Defl'n -0.04 = <L/999 0.46 = L/240 in 0.08 Total Defl'n 0.06 = <L/999 0.62 = 'L/180 in 0.10 Page 12 of 16 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa, California, 92627 Email: dass.structural@gmail.com, Mobile No - 9492957943 Component Forces per ASCE 7-10 1G i60 , t 016,01— -1 —I VA s �QQa7, 0 { Y •ti!1 AA 44 42 Y— e - s r (} RJ SY�cI '►AO ou 1 t0. 2D SA tM 2M SMtOW �� 8sl: tW aR G•w [+s4 E�At�B dfe4tiN WkndAma,ft?(m�� Input Data: Roof Angle = 45 Degres r Joist/Truss Spacing 24 in Joist/Truss Trib Span 17 ft ROOF COMPONENT WIND PRESSURES: VERTICAL FORCES GCP,. 0.18 Fig 26.11-1 ASCE 7-10 GCPi_ -0.18 Fig 26.11-1 ASCE 7-10 Effective Wind Area 34.00 sq ft " Note: The Panels are installed within the Zone 1 of the roof as per Fig 30.4-26 ASCE 7-10 Zone 1 GCP Values GCP + 0.3 ( Downward Pressure) GCP - -1 (Uplift Pressure) Max Downward Pressure = 6.5 psf Max Uplift Pressure = 15.9 psf Typical Bolt Trib Width 33 in . Typical Bolt Trib Length 72 in Demand Bolt Tentions 263 lbs Demand Bolt Shear 96 lbs Page 12 of 16 . f a ` Dass Structural Engineers 1931 Newport Blvd, Costa Mesa, California, 92627 • ' Email: dass.strucutral@gmail.com, Mobile No - 9492957943 Seismic Forces per Chapter 13, ASCE 7-10 ; F.= Q:4u,Sps + X13 tj • 1 ' e ,rp is iftd *uLW 1;6 mlort m ower dub r i and. Fr, shntl be tn'txn.,ns low t3� Irk � fA.3S�/1,t1'i.' 1�1�33'f - • Input Data: Sds = 2.446 g's ap = 1 . RP = 2.5 z/h = 1 Trib Area = 16.50 sf per bolt Trib Mass = 2.8 psf Wp= 46 lbs per bolt Fp = 54 lbs per bolt (Ultimate) r - 4 l Elvia Punzo Page 13 of 16 Dass Structural Engineers ' 1931 Newport Blvd, Costa Mesa, California, 92627 Email: dass.strucutral@gmail.com, Mobile No - 9492957943 LAG BOLT DESIGN CHECK PER NDS 15 FOR TYPICAL FLAT BED SYSTEM Check for 5/16" Lag Screw w/ 2.25" minimum penetration, W/ Cd=1.6 Bolt Forces Seismci Loadings on bolts: ' Horizontal Force per Each Bolt 39 lbs ( Allowable) Allowable Shear Load per NDS 208 lbs The Bolt is OK Wind Loadings on bolts: Vertical Force per Each Bolt 301 lbs Horizontal Force per Each Bolt 110 lbs NDS Values for 5/16" dia Lag Screw w/ 2.25" Embedment Allowable Tensile Load per NDS 957.6 lbs The Bolt is OK Allowable Shear Load per NDS 304 lbs The Bolt is OK ' Tension and Shear Interaction 0.67 < 1.0, The Bolt is OK Conclusion: , Provide: 5/16" Lag Screw w/ 2.25" minimum penetration 4 ' a ' Elvia Punzo Page 14 of 16 Dass Structural Engineers 20B, 1300 Adams Avenue, Costa Mesa, California, 92626 Email: praveensjce@hotmail.com, Mobile No - 9492957943 RAFTER/TRUSS ANCHORAGE CHECK FOR WIND UPLIFT Truss/Rafter Length 14 ft Truss/Rafter Spacing 2 ft Roof Load including PV Panels 10 sf Total End Reaction 280 #'s Total # of bolts connected to Rafter/Truss 1 Allowalble Uplift/Bolt 301 Lbs Total Uplift on Rafter/Truss 301 Lbs Allowable Uplift Capacity for (2)#8 Toe nails 339 Lbs Total Uplift Demand 301 Lbs ' Total Uplift Capacity 619 Lbs r DCR 0.49 <1 Hence, OK Conclusion: Hence No uplift, Rafter/Truss Anchorage is OK. ti J Elvia Punzo. Page 15 of 16 _ 11.2 Reference Withdrawal Design Values y Table 11K LAO SCREWS: Reference Lateral Design Values (I) for Single'Shear (two member) Connectlons1R3 =24.1agSCrows11.2.1.2 When lag screws are loaded inwithdmwal' � withi/4'ASTM&36'steelstdepl8te;orASTM A`653; Grade 33 steel sld6plate (for t,<1/41 from end grain, reference withdrawal design values, W. La Screw Unthreaded Shank'Diameter D •, ` j shall be multiplied h the end m factor, = 0.75. 112; 1. reference wifhdrawat design wlues, in P � Y YJn Ca , •, e' ,-� 3/8" � 1/2" � , � � � -! I 111 wood fibers, "shall be detetmmed from Table 11.2A or section shall not be exceeded (see 102:3). •-lam. _ -, '. .� •7.M 469 538. *- .. _ r. `' ., witbdravM design values W; shall be multiplied by all .1016 1123 ` � -'.� _ 11.2 Reference Withdrawal Design Values y Table 11K LAO SCREWS: Reference Lateral Design Values (I) for Single'Shear (two member) Connectlons1R3 =24.1agSCrows11.2.1.2 When lag screws are loaded inwithdmwal' � withi/4'ASTM&36'steelstdepl8te;orASTM A`653; Grade 33 steel sld6plate (for t,<1/41 from end grain, reference withdrawal design values, W. La Screw Unthreaded Shank'Diameter D W j shall be multiplied h the end m factor, = 0.75. 112; 1. reference wifhdrawat design wlues, in P � Y YJn Ca , sn61' 3/8" lb/in. of penetration,' for a.single lag screw inserted in 11.2ws .1.3 When lag sefeare loaded in withdrawal, 1/2" '5B" side grain, with the lag screw axis perpendicular to the Ibe tensile'-seength of the lag screw at the net (roo0 " 1 7/8" 111 wood fibers, "shall be detetmmed from Table 11.2A or section shall not be exceeded (see 102:3). 1-1/4" Will Equation'112-1, within the range of: specifmgravities 469 538. ami screw diameters given in Table 11.2A. Reference 668 789 witbdravM design values W; shall be multiplied by all .1016 1123 applicable adjustment factors (see Table 10:3.1) to ob. 1327 "16 tain atijusted.withdrawal design values, W'. w _4501' 4SOy 1f1.1t-•--'r y;5 t6, W'=1800 &V^ (11.2-1) ��q�0.. :640 � 57� iS.68y �974� y 1077 Table 11.2A Lag Screw Reference Withdrawal Design Values (W)s • Tabulated withdrawal design values rh are to pounds per Inch of thread"peaetradinD into side grain of mato member.. 0.68, 357 M Leastth of thread penetration In main member shall not include the'1 th of thetapered d see Appendix L). 484 . Specific Gravity, La Screw Unthreaded Shank'Diameter D G 114^ sn61' 3/8" 7/16^ 1/2" '5B" 1 314^ 1 7/8" 111 1 I -t/8" 1-1/4" '0.73 397 469 538. 604 668 789 905 .1016 1123 1226 1327 0:71 .^.meq X381 i _4501' 4SOy 1f1.1t-•--'r y;5 t6, 'n►e_-�w' , 579 ��q�0.. :640 � 57� iS.68y �974� y 1077 '..r• -'---s 21176: :1293 0.68, 357 422 484 543 600 709 813 913 1009 1103 1193 ?0.67= =349 413' 473 531'. ..,587 _694_ ' 796 793_ 98- },1078 - 6767 0.58 •e...,. _E55 281 ,.,fi- . {+.14 2260= 332 ,,.�- : ,1111-=-"..w_4T77 :307 381 428J 473 559 641 719 795 869 842 � 940 -r--.. 86 , 352 395 4 7 a.., 51;6 -5-92 �664� 334 0.51 232- 274 -314 353 390_ 461 528 593 656 716 775 0;30 235 : r266_ 305 342 , 378, . '44,7 X13 1576 �G,36Z 693;,^ 7522 6.49 218 258 296 332 367 434 498 559 617 674 730 ` 0.47 .. . X05 �.:.-.-�_..+ 22=42 .S,_.-._.1. 'Z27s' �,:.:.-� 312 1111--- ,a. L - . _,J. 40& -467; " �,3"�2S massa 63s _..� 6861 0�.46 199. 235' 269 3_02 334 395 453 508 562 613 664 � • :0'. j 0.43 -186_ 179 � 0 r 212 _252 243 283, 273 y"_312, 302 . 369 357 n23s''475 100 5T55 S- 74, :621 • 600 . 409: 459 508 554 L;1_44,..1� 0.41' 167 198' X 226 _254 14 4.4;-� 281 332 - 381 - _'9w 428 473 sS..29;173'r05, 516 859' 0:40 161 y190 L2 -_18y 24$_ . X271 :320 362 4125 170 X497 < X536; 0.39 155 183 '210 236 261 .308 353 • 397 438 479 51_8' `149 =176__229 1251_29.6, - 340 _381_ 1422 J 461 498 0.37 143 169 194 218 241 285' 326v 367 405 443' 479 E0:36y l37 - , 163 x1 86,' 209„ �331� X27.3 . 313 x352 ,389 =42$x,,, 460 -73 6.35 132 156 129 200 222 262 300 337 373 407 441 -70:31` 1 ^11 10 . _130_1 7-t49 a;1tS7. .7_185 2_181. _2� 281` 311 37339., 367=. 1:•rLtldst&d Wghdnwal&SNa 200 s►a1(W)falA O: wr m.:arnudrilltaauObH.dW.U..akstdeadl4imne(foaa4(an•hb6103.lt. 100 110 ISO Ito 100 110 0M V ' SIJ ' CD AMFf(ICANWOW)COWQIL 1, i6W 10(00 rung) daign 9oltn, (Z)VAa ba 10niaplud try.11 appambY od)udunot roma. (s9a 772121 2113.4 2.lipaot.4 let -I doslgp valises (Z) as fa'rad0ogd body di9nl01rr" log goaw0(an Appoodlt L) stations! Inslda gain with snow 0112 pm7nndlamr to wood Nhrr,,minlmnm 6aea p!vtrRlon,p, lOfgtM male m6mbr.lpml to BD;dowel lr3ringa^ngdp(P,)o161,H30(RI to A6'7MA6l3, Gmde.l39r216nd H7,000 fa 3. 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ASTMA3680e1aM se6w ben6ingyRtd'st6agAe(PpJ: Rp 474(100 J>wl tarD.In'; pp.64000 p611aD•3!IS: Pp.47,07p (Ri f6rD237H" ,3. 1pd MIa 4D sp<HD. tmtal94dUp191 awigDy9tuen (L)rina Do awupied bpp9D.• , 6 Dass Structural Engineers - <�, 1655 Shertington PI, Z 202, NewportBeach, CA 92663 t Email: dass.structural@gmail.com, Mobile No - 9492957943 STRUCTURAL CALCULATIONS ROOF EVALUATION FOR PV INSTALLATION Building Department Q�OF ittal E W No. �s� th, 2017 q �� Address: la Punzo 325 Ford AVe Gridley, CA r Phone 949.295.7943 1655 Sherington P1, Z 202, Newport Beach, CA 92663 Elvia Punzo Page 1 of 16 Dass Structural Engineers ' 1655 Shertington-PI, Z 202, Newport Beach, CA 92663 Email: dass.structural@gmail.com, Mobile No - 9492957943 Structural Evaluation Report for Roof PV Installation Scope: Structural Evaluation includes checking of the added weight to be less than 5% allowable dead load and added mass is less than 10% of existing building mass per CEBC 16. The design involves the withdrawal design for lag screws for wind. Capacity of existing roof rafters are checked with woodworks software based on the information provided by the contractor. Checking of the existing lateral system, , structural integrity of tiles/shingles/roofing plywood, footing , Existing Patios and other miscellaneous structural members are beyond the scope of this report . All other solar component installation and design are per manufacturer recommendations. Existing Structural Description: The Structural information for the building was obtained by site investigation performed by Contractor. The roof is made of 2x4 at 24" o.c, with 7' max span with at least a min 1/2 " Plywood topped by shingles. The lateral force resistance for the building is achieved by light framed stud walls in both. perpendicular directions. The %:" thick plywood acts as a diaphragm and distributes lateral forces. Proposed PV Layout and System: Contractor proposes to install Solar Panels per the PV plans to produce the intended power output. A Typical PV System consists of Solar Panels installed on an ,Aluminum Racking system made of Rails and Connection angles. And the resulting lattice system is connected to the existing roof joists via lag screws. The panels and the racking system are rated for 130 Mph (Strength) wind velocity per manufacturer's specifications. Please see the Appendices for Layout and Connection method. Structural Calculations: Structural Assessment and Conclusion: Gravity Loading: The proposed PV system does increase the gravity weight on the structure and this increase is reported in the following calculations. Please see the attached spreadsheet report under LOAD CRITERIA AND LOAD INCREASE CALCULATIONS for detailed calculations. Based on the calculation, the roof can handle the additional weight from the PV Panels. Wind Loading: The proposed PV system has a very low profile and does not create any secondary eddies on the roof level and hence the Roof profile has no dynamic impact on the wind flow over the building. . The Installation of the PV system does not increase the wind loading on the building. The panels and the racking system are rated for 130 Mph (Strength) wind velocity per manufacturer's specifications. As per the calculations, the uplift forces are well within the allowable connection capacity. Please see the attachment for woodworks report with point loads from Dead and wind loads. - Phone 949.295.7943 1 1655 Sherington P1, Z 202, Newport Beach, CA 92663 Elvia Punzo Page 2 of 16 f, Dass Structural Engineers ' 1655 Shertington-PI, Z 202, Newport Beach, CA 92663 Email: dass.structural@gmail.com, Mobile No - 9492957943 Structural Evaluation Report for Roof PV Installation Scope: Structural Evaluation includes checking of the added weight to be less than 5% allowable dead load and added mass is less than 10% of existing building mass per CEBC 16. The design involves the withdrawal design for lag screws for wind. Capacity of existing roof rafters are checked with woodworks software based on the information provided by the contractor. Checking of the existing lateral system, , structural integrity of tiles/shingles/roofing plywood, footing , Existing Patios and other miscellaneous structural members are beyond the scope of this report . All other solar component installation and design are per manufacturer recommendations. Existing Structural Description: The Structural information for the building was obtained by site investigation performed by Contractor. The roof is made of 2x4 at 24" o.c, with 7' max span with at least a min 1/2 " Plywood topped by shingles. The lateral force resistance for the building is achieved by light framed stud walls in both. perpendicular directions. The %:" thick plywood acts as a diaphragm and distributes lateral forces. Proposed PV Layout and System: Contractor proposes to install Solar Panels per the PV plans to produce the intended power output. A Typical PV System consists of Solar Panels installed on an ,Aluminum Racking system made of Rails and Connection angles. And the resulting lattice system is connected to the existing roof joists via lag screws. The panels and the racking system are rated for 130 Mph (Strength) wind velocity per manufacturer's specifications. Please see the Appendices for Layout and Connection method. Structural Calculations: Structural Assessment and Conclusion: Gravity Loading: The proposed PV system does increase the gravity weight on the structure and this increase is reported in the following calculations. Please see the attached spreadsheet report under LOAD CRITERIA AND LOAD INCREASE CALCULATIONS for detailed calculations. Based on the calculation, the roof can handle the additional weight from the PV Panels. Wind Loading: The proposed PV system has a very low profile and does not create any secondary eddies on the roof level and hence the Roof profile has no dynamic impact on the wind flow over the building. . The Installation of the PV system does not increase the wind loading on the building. The panels and the racking system are rated for 130 Mph (Strength) wind velocity per manufacturer's specifications. As per the calculations, the uplift forces are well within the allowable connection capacity. Please see the attachment for woodworks report with point loads from Dead and wind loads. - Phone 949.295.7943 1 1655 Sherington P1, Z 202, Newport Beach, CA 92663 Elvia Punzo Page 2 of 16 s Dass Structural Engineers 1655 Shertington PI, Z 202, Newport Beach, CA 92663 Email: dass.structural@gmail.com, Mobile No - 9492957943 Snow Loading: 20 psf Snow load has been considered. ' Seismic Loading: The proposed PV system does increase the.weight on the structure, however, it does , not increase more than 10% of the seismic mass as stipulated by Chapter 34 of CBC -16. Therefore, no seismic retrofit of the structure is required. All the connections of the PV system to the existing roof members are designed to carry seismic forces generated during a seismic event. ' Installation of PV Racking: Typical PV panels are arranged in a portrait or landscape format. The entire array is supported by an aluminum racking system. The aluminum racking system consists of two continuous rails running parallel to the length of the panel in a portrait array format. Each of the rails are connected to two predrilled holes at the bottom of the panel frame as specified by the manufacturer. The rails are connected to the mounting angles/Fast Jack providing setoff distance to the roof. The angles/Fast Jack are connected to the roof joist/trusses with lag screws. Typically, a minimum of two bolts are common to each panel. The roof mounts with lag screws are arranged in an approximate grid format of 6'-0" maximum spacing for the house and 8'-0" for the winery. The rails are specific to each job and selected from the manufacturer catalog which are rated for applications at different wind velocities. Please refer to the lag screw design calculations. Serviceability Issues: The resulting deflection of the joist due to the added loads is negligible. Please note that this report doesn't warranty any existing deficiencies in structure or contractor's workmanship or work performed by other subs. This report and calculations have been performed based on information provided by the contractor. Please contact Dass Structural for any questions regarding this report.' Thanks, Praveen Dass, P.E ' Phone 949.295.7943 1655 Sherington PI, Z 202, Newport Beach, CA 92663 - Elvia Punzo Page 3 of 16 i Dass Structural Engineers 1931 Newport Blvd, Costa Mesa, California, 92627 Email: praveensjce@66tmail.com, Mobile No'- 9492957943 , • r (Ex) LOAD CRITERIA & LOAD INCREASE CALCULATIONS CHECK FOR ADDED MASS << 10% OF BLDG WEIGHT PER CEBC CH 34 Location: (E) Roof System: 1/2" Plywood Roof with Roll Comp Gravity DL (psf) (Ex) Underlayment 1.0 • (Ex) Roll Comp 2.7 (Ex) (1) 1/2" plywood 1.6 (Ex) 2x Framing0.6 (Ex) Insulation 1.0 (Ex) Mech / Misc. 1.0 (Ex) Gyp Board 2.8 (N) PV Module 2 3.0 10.7 psf LL = 20 psf reducible + Mech'I Units For Gravity Design SL = 20 psf (Ex) Dead Load 10.7 psf ' (N) Dead Load 13.7 psf Seismic DL (psf) Partitions and Exterior Walls 16.0 26.7 psf Notes: 1. Existing Framing y a. (Ex) 2x Framing = 0.63 psf 2. PV Modules: See PV Plans a. Module Wt = 50 Lbs per Panel b. Racking wt = 0.5 psf Max Module Wt = 3.0 psf Elvia Punzo Page 4 of 16 % Increase in Dead Load on the Existing Roof (Ex) Roof Area (Ex) Roof Wt (N) Add Roof % Increase in Remarks sq ft psf Load (#'s) 1 1 Roof D.L 1500 10 660 4.40% 1 < 5% Hence OK Elvia Punzo Page 4 of 16 % Increase in Mass on the Existing Roof (Ex) Roof Area (Ex) Roof Wt (N) Add Roof % Increase in Remarks sq ft psf 1 Load (#'s) Roof D.L 1500. 27 660 1.63% < 10% Hence OK Elvia Punzo Page 4 of 16 Alum Nf K n7e111 K,M ler H14 2-0 2•D 3-D 5f1. 2-D AO 7/1�" 2-D 2-D 3-0 Rldge FaeU16 Aft3 nb Escarp. Other flldga pstarp; Altt)m HIO Caul i!ID • 020 0.20 0.17 021 0.00 LOD LOD OMD .00 I,m 1.00 0.25 076 021 026 030 OM: 0.67 0.10 0.73 0.78 • 0.67 070 0.43 026 032 Lm 0.73' 0.37 0.20 0.35 0.61 .OAS 075- 0-51 030 037a 130 0.61" 0.m, 0." '0.41 0.47 0.30 0,40 0.58" 11.34 0142 2.m 0.50 OLOO 0.40 0.30 0.37 0.20 i 0.43 0.63 078 0.47 '2.50 0.18 OAO 030 022 029 0.14 0.50 0672 0.43 033: 3.00 0.25 Om 0.60 0.17 .022 OA9 330 0.13 0.00 0.70 0.12 0.17 0.06 4.00 0.m 'ore" OM 0.04 0.14 0.04 0.90- 0.07 0.11 0.03 1.00 '0.03 1 0.08 0.02 130 0.01 0.02 0.00 2A0 0.00 1 0.00 Ow Nit4s, 1. Fm values of tvLa, .4..Ww vu odtat awe anise dawn tint munpowla t b pwriltted. 2. Fm Hll. 03; n-144. = Os fm evuh2 ft K, and s,Autitute 2H for 4 far a aewirtg Kr and K,. sa 3. Muftiptien me bimd on the a umsrlioa that wind aMuttches the hill or eaarpmem aloes ate direction of maxi nim dopc. .4. NoWIM, H,Hei&ta of hM m aCIUMMM rtlnlra to ate upwind tctra)n, In fea (metco). (.s Damtux u;mind otacst to wte a the di.(hrexa in grotmd ekvmioo is half mabcigM or r M0 or eunfpmeet, in Orel (metes): K,: Factor to -cc!um for 0-* of toposraphie feaeo�e and vwxint®i 4' e1Rtit. , Kr: Foaor a accoum for redunion in apeed•up withdismeec „pw)nd or.dwuwind of anal. a K,: Fnetm to sae0um fat reduction In spee6� wide height above local"tenuin. at Dbutom (upwind wdo*..Mind) from Ilx tics a thc,ltiu76tg lite: in fe<t (mclna), a: Heigh ol-r local S...W level, is fca (metro): W H.A.01041 saemation factor - T. Haight atttmwiimt thearc. q = 0.00256KzKr1(dV2l q= 13.50 psf Windforce Estimation for Mono Slop roof per fig 6-18A ASCE 7-10 Gust Factor G= 0.85 Rigid Structure , Elvia Punzo 1 Page 5 of 16 Dass Structural Engineers 1931 Newport Blvd, Costa Mesa, California, 92627 ' Email: dass.structural@gmail.com, Mobile No - 9492957943 } ; Wind Design per ASCE 7-10 ' Data: Exposure = C Wind speed V 130 mph (ultimate) Kz = 0.94 Table 30.3-1 ASCE 7-10 Kd = 0.85 Table 26.6-1 ASCE 7-10' I= 1 ASCE 7-10 a r Calculation for Kzt from Fig 6-4 ASCE 7-10 , H = 9000 ft Lh= 33128 ft = My X= 66256 ft Z= 1000.4 ft _ _ H/Lh = 0.27 Hence K1 = 0` f W2 x/Lh = 2.00 Hence K2 = 04 I SR z/Lh = 0.03 Hence K3 = 0 Kzt = (1+K1K2K3) 2 ESWPMW ' Kzt= 1.00 ' Alum Nf K n7e111 K,M ler H14 2-0 2•D 3-D 5f1. 2-D AO 7/1�" 2-D 2-D 3-0 Rldge FaeU16 Aft3 nb Escarp. Other flldga pstarp; Altt)m HIO Caul i!ID • 020 0.20 0.17 021 0.00 LOD LOD OMD .00 I,m 1.00 0.25 076 021 026 030 OM: 0.67 0.10 0.73 0.78 • 0.67 070 0.43 026 032 Lm 0.73' 0.37 0.20 0.35 0.61 .OAS 075- 0-51 030 037a 130 0.61" 0.m, 0." '0.41 0.47 0.30 0,40 0.58" 11.34 0142 2.m 0.50 OLOO 0.40 0.30 0.37 0.20 i 0.43 0.63 078 0.47 '2.50 0.18 OAO 030 022 029 0.14 0.50 0672 0.43 033: 3.00 0.25 Om 0.60 0.17 .022 OA9 330 0.13 0.00 0.70 0.12 0.17 0.06 4.00 0.m 'ore" OM 0.04 0.14 0.04 0.90- 0.07 0.11 0.03 1.00 '0.03 1 0.08 0.02 130 0.01 0.02 0.00 2A0 0.00 1 0.00 Ow Nit4s, 1. Fm values of tvLa, .4..Ww vu odtat awe anise dawn tint munpowla t b pwriltted. 2. Fm Hll. 03; n-144. = Os fm evuh2 ft K, and s,Autitute 2H for 4 far a aewirtg Kr and K,. sa 3. Muftiptien me bimd on the a umsrlioa that wind aMuttches the hill or eaarpmem aloes ate direction of maxi nim dopc. .4. NoWIM, H,Hei&ta of hM m aCIUMMM rtlnlra to ate upwind tctra)n, In fea (metco). (.s Damtux u;mind otacst to wte a the di.(hrexa in grotmd ekvmioo is half mabcigM or r M0 or eunfpmeet, in Orel (metes): K,: Factor to -cc!um for 0-* of toposraphie feaeo�e and vwxint®i 4' e1Rtit. , Kr: Foaor a accoum for redunion in apeed•up withdismeec „pw)nd or.dwuwind of anal. a K,: Fnetm to sae0um fat reduction In spee6� wide height above local"tenuin. at Dbutom (upwind wdo*..Mind) from Ilx tics a thc,ltiu76tg lite: in fe<t (mclna), a: Heigh ol-r local S...W level, is fca (metro): W H.A.01041 saemation factor - T. Haight atttmwiimt thearc. q = 0.00256KzKr1(dV2l q= 13.50 psf Windforce Estimation for Mono Slop roof per fig 6-18A ASCE 7-10 Gust Factor G= 0.85 Rigid Structure , Elvia Punzo 1 Page 5 of 16 Page 5 of 16 • ' COMPANY CT Woodworks® JOIST PROJECHECK SOFTWARE FOR WOOD DESIGN WITH POINT June 23, 2017 09:14 LOADS FROM PV Design Check Calculation Sheet Wood Works Sizer 11.0 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Dead Full Area Bending(+) fb = 503 8.00(44.0") psf Load2 Dead Point 0.46 = L/240 1.00 30 lbs Load3 Dead Point 1211 4.50 30 lbs Load4 Dead Point Joist 6.50 30 lbs Load5 Roof constr. Full Area 0.45 Load comb 20.00(44.0") psf ,Self -weight Dead Full UDL 0.50* 6.0 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 9.29' A E Unfactored: Dead Roof Live Factored: Total 215 341 Design Value 203 341 556 Shear 544 Bearing: psi fv/Fv' = 0.13 Bending(+) fb = 503 Fb' = 1462 psi fb/Fb' = 0.34 Capacity 0.07 = <L/999 0.46 = L/240 in Joist- 1094 0.13 = L/839 1094 Support 1211 1211 Des ratio Joist 0.51 0.50 Support 0.46 0.45 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.11 1.11 Fcp sup 625 625 nmiwnuni ucaiuiy iCnyui seamy useu. iic for ena 5uppor[s Lumber -soft, D.Fir-L, No.2, 4x8 (3-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 44.0" c/c; Total length: 9.29'; volume = 1.6 cu.ft.; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress and Deflection using NDS 2015: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 29 Fv' = 225 psi fv/Fv' = 0.13 Bending(+) fb = 503 Fb' = 1462 psi fb/Fb' = 0.34 Live Defl'n 0.07 = <L/999 0.46 = L/240 in 0.15 Total Defl'n 0.13 = L/839 0.62 = L/180 in 0.21 Elvia Punzo Page 6 of 16