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BSOL2016-0094'(1 NNNW. 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY -DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BSOL2016-0094 Property Address: 78625 SAGUARO DR APN: 646313012 Application Description: OWENS/ 4.845 kW PV SYSTEM - (17) PANELS W/ MICROINV+100A'SUB Property Zoning: Application Valuation: $19,380.00 Applicant: MOSHE YACOBY ELECTRICAL CONTRACTOR 6301 ELLENVIEW AVE WEST HILLS, CA 91307 LICENSEO'CONTRACTOR'S DECLARATION 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 is in full force and effect. License Class: C10 License No.: 465649 DTte: 69 C mtracto OWNER -B U I O E C LA RATI O N I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 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 -permit to file a signed statement that he or she is licensedpursuantto the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or tfiat he or sheds exerript therefrom and the basis for the alleged exemption. Any violation of.Section 7031.Sby any applicant for a permit subjects the applicant -to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole.. compensation, will do the work, and the structure is not intended or offered for. sale. (Sec. 7044, Business and Professions Code: The Contractors' State license Law does,not apply to an owner, of property who builds or improves thereon, and who.does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however,Ahe.building or.improvemeni. is'sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose'ofsale.). (_) I, as owner of the property, am exclusively contracting with licensedcontractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' . State License Law does not apply to an owner ofpropertywho builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec: 3097, Civ. C.). Lender's Name: Lender's Address: i VOICE (760) 777-7125 FAX (760) 777-7011 TkONS (760) 7774153 5/5/2016 Owner: JOHN OWEI 78625 SAGI LA QUINTA, Contractor: MOSHE YACOBY ELECTRICAL CONTRACTOR 6301 ELLENVIEW AVE WEST HILLS, CA 91307 (818)535-4477 Llc. No.: 465649 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of.perjury one of the following declarations: I:have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section'3700 of the Labor Code, for the performance of the work for which this permit, is issued: I have and will maintain workers'. compensation insurance, as required by Section 3700 of the Labor.Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: - Policy Number: _ I certify that in the performance of the work for which this permit is issued, I 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' compensation provisions of Section 3700 of the Labor Code, l shall forthwith comply with those:provisions. te: Applica WARNING: FAILURE TO:SECURE WOR S' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT>AN'EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND. DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to fhe•conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a'result of this application , the owner, and the applicant,. each agrees to, and shall defend, indemniN,'and hold harmless the City of La Quinta, its officers, agents, and employees forany act o; omission related to the work being performed under or following issuance of this permit. 2. Any permit issued -as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work.for 180 days will subject permit to cancellation. I certify that l have read this application and state that the above information is correct. I agree tocomplywith all city and county ordinances and state laws relating to building construction, and hereby'authorize!representatives of this city to enter upon the above-mentii6ned(property for inspection purposes. Date:57 `� ' T Signature (Applicant or Agent): gym :, Y�1.. :,^`wy :3kx`.iv°,'n°s„a�'x§..x; :F'*' < }�2�.Yw 4 _Y .d _.. `F, +<?% . ,•`,•QV... „�, £j°,�'-.,".'C; 'DESCRIPTION, .,.3. ." YF4a�s �;.�' E5y,�1 �y> �'u> H'�YCPiY$.�','x{�SiS�e4 °/9' -.`'•Am) ' '`,ra'':"+ .x :': �..,.a. .i{;}&a§T�1$:Sr.+T�...�in Yt C0 :. ' '. EY' E s`Y'',�s�`Ea` Y 4r F 4 , ^ F :K. R �. ., ACCOUNT ,•? :: �QIY µ ,•AMOUNT„* TPAID,�, <PAID DATE N1 -u Rw .Ya�°v9� B S. .Fw,".*{r„ °.n�'.'v':dn. i�-"°RHIS, v. 4 L.,.K$r�.5..�, A. s;3{(ka�`Y$.*R°E�i41t'1, �21�,:•�7�'.ei� 4n'.i<P�r1�M1�.N BSAS SB1473 FEE n 101 0000:20306. 0 $1.00. 5/5/16 x. w'rm/<:-. :5; :.. #r PAID BY`� : �: :«, P°"i" 3 E- ,-'� ''•'`Y' h' - P'F 5 �..,.r j ,� METHOD;sRECEIPT #CHECK 11 4,$NW Sl§`,_M, rKg # k .-..Sr ^t?,i:'k'-," zCLTDFBdf a SOUTHERN. CALIFORNIA'HOIVIE.IMP CHECK 7 1115292.. '> 30115 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION.BSA:.- $1 00 $1.00 ' .. .. .:. .. .'' ;;DESCRIPTION.. c-� a. ..... -*5 .... �u..s�$`'?i•yTiuZxi',<'a...Ri3ika^.�"ri?:x: y3rtSZr. ::'Y3tv+'�",a,�.'.'," , s wACGOUNT,s ,... ;•' a,QTY;,. ` n1` <i4".,p AMOUNT>< �� :t c.a'd»I,J<..,.B.K:�"4, e'g�' .,t n7'�.w % � s PAID :%,wx�S�..'cv'::5..UPN.,2s PAID DATE ..�SS'i^.:*s,.vn..:�Fk".si PV SYSTEM --ARRAY, FIRST 20' 101-.0,00!"01' ' 0 .' ;,$24-.17 ; $24:17 5/5/16 °g.:'-`°x�'a7x'.:r ��..,; ,A. .,PAID...BYg..tF •'?>� -+ .: .. ' , # "I.sYx•^'�Sa*.. »Hei ''X;a•`..F,'.'3',`'.sysN' ..,:'z4'=ii:;a'6�,6-«w�.'.4Cti'1i'41'Ex':%x'z$.,tY'Y-i°i'h2$roXJ.T^,'Y'.^`:•s'<a.'�M'r�.".a'�+a"T?.+:}$3"w'iiyiis't?.. +ae-3�-af'✓�3nk �+.x ,- t ' -4Y ;-�RRECEIPT#�. _ .. R'i�+P.`�". ;E rl?.'�i<,.ix_:;3`�a s,,,..;•'4 `; 5; t:;a-�'S.c i�''.`',"+.'3. `�:'CHECKs#tet. '� ,'`''M'hx3$: CLTDBY ...3 '', .'.:}'ai'_�.•.i' _ SOUTHERN,CALIFORNIA HOME IMP: CHECK 1115292 30115 MFA F f: a.:.A'x � A-,«ii>� v�"r $9 S a ' �IV Y.: z r^s. e& ,. �., +. DESCRIPTIONet 4 .ri WFRf �S�}R3'A�.•'3 NOW W q:' ; 'iY x• Y F ,rE�S'�' C'r, .'-BR +. 1"r :, 3°x• !' : :.`'':'"i "fy .:$ 1.: uk • ACCOUNT �3 R, IM. S-.. ., Fe'.$A>x�°n° '9i X riji .: ea v.an'`.s93.�ne , � '` 3: } y QTY ....... i.. C.:: , 'IS :tF „i.Fib°yuw. j,: 2� x �°.:.';. sA AMOUNT: _?.h .?4:#n��vir a^ 5o:rdYk...f�Y . .' %i" f",:.+; •_5x'^" Md YLi�`i dry"' 'w' §F,4 ;a PAID ;PAID=DATE `F%YiS�:eur6i.3.'.Y�Y?L'%s YR %{ ,�{'�Y . I,A .* a �`'J.�':$=�-;°a•'rt W'-.law,::i-fix PV SYSTEM -ARRAY, FIRST:20 PC.= 101 0000;42600 .. 0 $24.17 =: $24.17 5/5/16 ;,..�.. . ;:• ,PAIDsBY ?, ,, ;[�{METHODa .aY eer, FTyix'CtE+:e...•al.':'bi....iv^wc.6 'i'a?i�, re.:r.si..+.di�a.Y>Ph"iYn. .�-F,�d,��F�.s� k ; °rv''.#;"3N: .°u�.,sYe:`Y,9.4'°iixL. `*Ri4.s'.�d,'�W:'s'-erk RECEIPTS# .... ... i±5 ,�.+.� E✓:..:...,�»w+'...��'„' �. ... CHECKS#� CLTD BY [ SOUTHERN CALIFORNIA HOME IMP ..5 .-LHECK 1115292 30115 MFA ' .rig v. -.: ' ' Q '4.-f,'�tFa°^v'✓°:-�OiF.:i-+ e 'bx'; • , a - <• "� DESCRIPTION* a *[e�[ itii i�h .. '-u ;.K -.f.. '�M<,.z A..✓.e:. .:..4 3L(�',t�, e`e�*S.a .'..v x.. w°+js:» .Por". ;t+...4:b ;rA000.UNT sem_`: ,a a ..f a P �'3a 3,_313=.'.`ss^,'`e . a':`» E xe. TY Q_, Fy EiA'i• A'. :AMOUNTPAID4 �..m0,.11I.S-m-W a5;. ` 'r ,. x}'..;�, -ir.•. �v .5.'€ 4.&: '.S,ai.: . P.AID OATE x �°n :,3ii n, ik.45. PV SYSTEM - MISC EQUIPMENT 101-0000-42403` -0l.. $2417 , $24.17 -5/5/16 .°`<<..°T?A., SS��',,s,. ''., .'% rr•Ys `$.�A.�9*;R%s k�"^x. gSx`k$� M •;fq ; '4i : p ;, ,, .s �,*�, % ,. ,1 F` ; . " iw • .:,PAI,D�BY , �K ..:. {�: yq,__ 9i "E4" 33°�', . `v"•?pk.A'tt, "`a�pp��" ''' .r6': �M1'Y"m}x ti A > �, :METHOQ� ��y $� i§h,-:,.�/,#i`"'' ;''y.- w. ;, '15 RECEIP_Ww,,T # ,::. `�T�a;,",y ' xCLTD,BYr' SOUTHERN CALIFORNIA HOME IMP.. , CHECK. 1115292 30115 MFA ;a. e{� Y.�y�:'��re'� k%'':@.p»-'',�*�s,'y�`,°`�'+a':�.L i�3 :: .•<.�:" ♦ 4 _..:'�'�'4 • N,'.P2 .Qet'g�`9iryi F. i9 t - ,'' .j'} „_ it YDESCRIPT,ION.� p 1 f �..;, ...� ..x. ,�i3;:`•E�fn: '�r.�)�" �•b �, g� +��3 ".,�:i, i� S5�• :r - 4A000.UNT ,� ?1 - ..` zi•.� �3%t -. `. i#;, T, :Kir:?'rC', "v�.-:e:4.'-.�-i�3.a s'�'l �'�,-c',M`x-. ® �( QTFY > =.5�'u..i.Y::'."•"..vkl!e'�"ai.'..r.'v"`u AP"3TSzj�� %��{�:� 3 AMOUNT. 7 v8a?3 r S.'4 { A vy: � � 02 AID $k ;.PAID;DATE an.-..3f�E,°a'ke PV SYSTEM:- MISC EQUIPMENT'PC .' 101-0000•=42600. 0 "$24:17 ` $24.17 5/5/16 ..,ii< xy� �. :Y' 7'.v.".. wi;r'gk o � Y P PAID BY` 4 :a .. ;:. ,.;. G>,cox.`s?�v>tra5;'�ra:....�'c�:;:?.�``:':.'�,;`m;a:::,vs,rcm;Vrs-_.: '- . a. -Cr ,`-y+":7i,Aw,a;:aS. „+'}Z'^r-:e" :•. >> � METHOD "t��z cc's .- V«.r:F37*`,54°€,a `r j"v a s 'RECEIPT # .' ..r;'.. k'=::a'•:'a ' $,4';: ` a ,CHECK=# r'a:-re' :: +3•'""£Vs=; - :CUTD�BY� �z�'�r.1' SOUTHERN CALIFORNIA- HOME -IMP • CHECK iR15292 30115 MFA Total'Paidfor ELECTRICAL: $96.68:: $9668 C's,stix'�,%�•'Y *; ,x*3..�.-. 4M., tr :v` •..,�lxh4 DESCRIPTION - gra �. ..3 x ;i':< - x'+i+„'..'. x. Eej$f i 'E:. ,2,:..�i , "a,�Ek'Y _ ' : ACCO,UNTQa�AMOUNT k"i.x�. nCh. tv;c" i^.:..AA'3Y.Cg•..M1h+na Me:�5°'?•j eF+,�3"ri""{ i.'ii-E#Z5.4�54Cr,.<ffiS#i$t?E'F28°'S35e'.5i'fcY4'+3e:�e'lf,Sl-+"ti...3!.`rte'�°.$d�iiv'`i.f4"`%+;ieik:''Y .Y wz '.,:. <. €iih m4�:ait�Ei?� E' '" h:; ^wg-.-y7,S?0,•; `"'i 4�_ i�•ij: P,AID=:q <E ,%�.y PAID[DATE'' PERMIT ISSUANCE ;101-0000=42404' 0 $91:85 $91.85 5/5/16 �VF� `w`. � H �a"•"�,. ��t:..,r ,�. � �?E>x� � q� sv °PAIO:BYy g ". =ys�3: ''a°n�"- S�S`�.A��+,a��";Y,Y�l°„��ia.a4:tt�.,'�.`�..�§4.:"i$ai+'a�� : M � rs'n d:�,x'sst;3Si;^«ted 3,< . ; , ' y: METHOD m �a,.se.`'2xix,.r=ak,'�h,•'?.t;4€,"$"..^a`3T'.L4S'.��.,`N"�3`'',��-..�� . n ' " `8`.. �r � RECEIPT # gg �.*.�iG,rS:.aa :?�,-9aYr� .?3 v`Z, :E °� CHECK°# �.CLTDsBY„ �+,s.# .-n'X®d..-?,$rca'a'�� z.�a-"v,A'��tii4s?•'" }i? Ls`H`.°''iH'z��t,'3•AS SOUTHERN`CALIFOR'NIA HOME IMP CHECK ' 1115292 30115 MFA . Total Paid for<PERMIT ISSUANCE $91 85 $91:85 If i -.:(.x.^ -L �9.nt✓it�i.Nh.,i t. nim.�lR..N... O, ® F Description: OWENS/A.845 kW PV SYSTEM: - (17) PANELS W 'ICROINV+100ASU6' /M Type: SOLAR Subtype: status: I'S'SUED Applied: 4j21/2616SKIH' Approved: 5/2/2016Parcel JFU No: 646313012 Site Ad"d"ress:.78625 SAGUARO -,- k DR -.qY .TA,CA 92253 Subdiv.ision: DESERT CLUB -MANOR TR 1 Block: Lot: 112 lssue'cl: S/S/2016,MPA ERICA.SADP@ - GM41L.0 Om CONTRACTOR Lot SqFt: 0 Building Sq.Ft' 0 Zoning: Final.ed: Valuation: $19,380:00- 0ccupahCyrTy0e: Construction Type: Expired: 1/201 MFAA No. Buildings: 0 No. Stories' 0 No. .uriftes': 0 ERICA.SADP@GMAIL.0 OM OWNER JOHN OWENS Details: *845 kW S&4AARk4Y j17flk!P AS'E-;M"2'S:O". (17).-28SW SOL M DULE�PLUS SW285MO-N N MI CROINVERTEIRS`+ 100A-SUBPANEL-[288SF] 20i3,CALIFORNIA -ELECTRICAL CODE; . ..... ..... . ADDITI A000"CA; "?5 2/' /' 2016,:':': JAKE FUSON:.: 016JUST AS.., TELEPHONECALL --PLANSAA P -a. Q1 Ppheditqqkpprdved nn avqAtImissy iE REVIEW ,NOTIFIED HER THE-' VD WOULD `BErAy4jL6P(E`iFOR E BY --, THIS �-.TiRN66141* . APPLICANT MOSHE Y4eCIBY ELECTRICAL. CONTRACTOR 6301 ELLENVI .. EW AVE WEST HILLS CA .91367 (76.0)7774773 ERICA.SADP@ - GM41L.0 Om CONTRACTOR MOSHE YACOBY ELECTRICAL CONTRACTOR 6301 ELLENVIEW AVE ST HILLS WEST CA 91307 (760)77.7-1773 ERICA.SADP@GMAIL.0 OM OWNER JOHN OWENS 78625 SAGUARO RD LA C , t , UINT . A i CA -T 92253 (760)777-1773 Printed: Thursday, May 05, 2016 1:27--24 PM 1 of 3 CRW"YSTEMS Printed: Thursday, May 05, 2016 1:27:24 PM 2 of 3 SYSTEMS SOUTHERN, BSAS SB1473 FEE 301=0000-20306 0 $1.00, ' $1.00 S/5/•16 • R1S292 30115. CHECK:.: 'CALIFORNIA HOME '. ;'M FA' IMP ' Total Paid for BUILDING STANDARDS ADMINISTRATION °= BSA. $100 $1`00. SOUTHERN " PV SYSTEM ARRAY, 101-0000.42403 0 $24.17. $24:17 5/5/16 ,-' R15293 30115 CHECK CALIFORNIA HOME MFA • FIRST 20 r _.. IMP :. SOUTHERN PV SYSTEM ARRAY, 101-0000-42600. 00 0 $24.17 $24.17 5/5/16. R15392. 30115. CHECK CALIFORNIA HOME .'MFA FIRST 20 PC a,IMP ,. SOUTHERN,,. PV SYSTEM MISC . :. 101-0000 43403 0. $24:17' $24.17 5/5/16 R15293 30115 '- CHECK CALIFORNIA HOME MFA _ EQUIPMENT , IMP,. PV SYSTEM MISC OUTH ER S N :• 101-0000-42600 0.: " $34 17'' $24.17 S/5/>16 ~R15292. .. " 30115 CHECK CALIFORNIA HOME MFA EQUIPMENT PC }, -IMP. Tot al ELECTRICAL; $96 68 SOUTHERN PERMIT ISSUANCE •.,. 101-0000 42404 •,0._ $91:85 $91.85 5/S/16 R1S292 30115. CHECK: _ CALIFORNIA HOME MFA' _ IMP: • .. Total;Pe�d,forPERMIT_ISSUANCE $91855, $91.85 :. Printed: Thursday, May 05, 2016 1:27:24 PM 2 of 3 SYSTEMS 1ST BLDG NS (1 WK) I JAKE FUSON 14/21/2016 I 4/28/2016 I S/2/2016 I APPROVED Printed: Thursday, May 05, 2016 1:27:24 PM 3 of 3 CIFW"YSTEMS BIR # Qtr Of La Quinta Bo kgpg & Safety Division P.O.-BOX-1504,7849501 lle Tampico La.Quina, CA 92253 = (76) 777:7012 Building Petmit Application and Tracking. Sheet Perim # Project Address: Owner'sName:.�Q�(\� �.It>�VIS. A P. Number. . 3.\�j Address: UQ YD Legal Description: City, ST, Zap: Contractor: M GC60,Ace, l Telephone: , Address: kC)\ Pw W iz y . , Project Description: \6 � Q . City, ST, Zip: �� VCU�� 1 G . l - �ma�Ai t I�I/� sc,� va) M} CYO Telephone: \2S ,� 10: \Y��/ �l PrS GC�C1�(� ►�l� �T State Lic. # : City Lia #; Arch, Engr., Designer. Address: City, ST, Zip: Telephone: (onSlrt"on Type: Occupancy: Lic #: "Project type (circle one), eco ep Add'n Alter Rair . Demo Name of Contact Person: ��(�� SQ. FL: # Stories: aY Units Telephone # of Contact Pemn:r-6-. �j\ • o1 Estimated'Value of Project: I q ?j�$ I=��,GrmGil' APPLICANT: [!O'NOT WRITE BELOW THIS LIWE # Submittal Req'd Reed TRA6ak PERMrT FEES Plan Sets Pian Check submitted Item Amount Structural Cafes. Cteviewed, ready for corrections Plan Check Deposit. . 'b uss Cales. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted.'. MechaNcal Grading plan 2t6 Review,ready for correctioneiissue Electrical. Subcontactor List Caned Contact Person Plumbing Grant Deed Plans picked up 4 MI. H.O.A. Approval Plans resubmitted IG rading IN IKOUSE:- '''Review; ready for eorrecdons/tssae eveloper Impact Fee Planning Approval. Called Contact Person Pub. Wks. Appr Date or permit issue School Fees Total Permit Fees SITE PLAN THIS PROJECT SHALL COMPLY WITH All construction shall comply with the 2013 California Building, Residential, Mechanical,- Elictrical, Plumbing, Energy and Green Building Codes and the La Quintal Municipal Code. SCOPE TF WORK 4.045 XW,-.. Roof Mount_ 17 285W.. Solar VUorid Modules 17� Enpphas®Micro Inverters 1:t AC= Disconnect k1. _CbM61ner Box Lot 1 e: 106' SHEET I N DEX PYA 1 °SITE PLAN PCZ - ROOF PLAN PG3. ONE LINE�DIAGRAM PCS 4 .-,GENERAL NOTES PC 5 PLA' CARD SHEET` PCS 6 .::11vIFE CALLS EQUIPMENT°DATA SHEETS &: RELATEDINFORMATION CUSTOMER INFO John & Kathy Owens 78625 Saguaro Rd. La .Quinta Ca 92253 APN: 646.313.012 NOTA: "Photovoltaic system conductors shall be identified and grouped. The means of identification shall be permitted by separate color coding, marking tape, or other approved means. The means of grouping shall be wire ties or similar means at least once, and then at intervals not to exceed six (6) feet." (CEC 690.4(B)) (n) Solar Modules (e) 20;0A' Main -Service Panel (n)'AC Disconnect (n) Combiner Box Saguaro Rd. CONTRACTPR CONTACT INFORMATION Moshe Yacoby Electrics ntra - Jesus Perez 6301 Ellenview-Ave. We a-91307 {Phone: 818.51.0752 Phi one: 81-8:304:0810 F 304A812 � email jperersadp@gmail.com 5CA it CITYoF LA QutN BUILDING &-SAFM: DE AP PR�V� FOR tONSTRUCTIO DAT (e) Sky Light PG 1 NOTE.' Poposed 3/4 emt shall be determined at install 147 2,3 A4� 7 E 1- Main Service Panel 2- 285W Solar World Modules C§ 3- Eriphase Micro Inverter m 4- AC Disconnect v 5- Combiner Box 6- J -Box 7- 'AIA ami John & Kathy Owens 78625 Saguaro Rd. La Quinta Ca 92253 ROOF DETAIL 2" x 6" 24" O.C. 4' ROOF STANTION for confor ce to str!!ral calculations SYSTEM WEIGHT ARRAY 306 SQ.FT. SOLAR WORLD MODULES 3.1 LBS / SQ. FT. Rooffrac tm. .6LBS1.: SQ. FT. TOTAL LBS / SQ. FT. 3.7 LBS / SQ. FT. ATRACTOR II FC? Moshe Yacoby-Electricalr,C, 6301 'Ellenview Ave. West I Phone: 818.304.0810 Fax: ANCHOR POINT ANCHOR POINT ANCHOR POINT ST" stainless steel diameter lag screws @6' b.c. with 3" penetration into existing framing member. roof sealant at every penetration of the lagbolts into roof framing. . I N4 2 x 6 5/16° X 3 1/2" 55 LAU [ON CONTACT INFORMATIC Jesus Perez 1307 Phone: 818.251.0752 )12 email: jperersadp@gmail.com �— ALUMINUM RACKING S Tile Roof 72" ANCHOR POINT S Tile Roof Post, can be installed through the top Habituate U. Seal band rail quick hook L 3 Course Flashing (mastci, tape, mastic PG 2 CITY OF LA QUiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY 0 0 3' 0 0 ® O John & Kathy Owens 78625 Saguaro Rd. La Quinta Ca 92253 ROOF DETAIL 2" x 6" 24" O.C. 4' ROOF STANTION for confor ce to str!!ral calculations SYSTEM WEIGHT ARRAY 306 SQ.FT. SOLAR WORLD MODULES 3.1 LBS / SQ. FT. Rooffrac tm. .6LBS1.: SQ. FT. TOTAL LBS / SQ. FT. 3.7 LBS / SQ. FT. ATRACTOR II FC? Moshe Yacoby-Electricalr,C, 6301 'Ellenview Ave. West I Phone: 818.304.0810 Fax: ANCHOR POINT ANCHOR POINT ANCHOR POINT ST" stainless steel diameter lag screws @6' b.c. with 3" penetration into existing framing member. roof sealant at every penetration of the lagbolts into roof framing. . I N4 2 x 6 5/16° X 3 1/2" 55 LAU [ON CONTACT INFORMATIC Jesus Perez 1307 Phone: 818.251.0752 )12 email: jperersadp@gmail.com �— ALUMINUM RACKING S Tile Roof 72" ANCHOR POINT S Tile Roof Post, can be installed through the top Habituate U. Seal band rail quick hook L 3 Course Flashing (mastci, tape, mastic PG 2 CITY OF LA QUiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY SINGLE PHASE 120/240 MAIN SERVICE NEUTRAL f--- METER ONE LINE DIAGRAM 17 Solar Modules (E) 200 AMP MAIN BREAKER (Top Fed) (E) 200 AMP BUS BAR RATING Mir wv,w��m PV.- MODULE, RATING @ STC MODULE MFR SOLAR WORLD MODULE MODEL# SW 285.W MONO OPEN�CIRCUIT VOLTS 39.7 V OPERATING VOLTS 31.3 V OPERATING CURRENT (2)#10 AWG THWN-2 2 POLE 25 AMP PV (1) #10 NUETRAL BACKF>FURTHEST (1) #8 GROUND BREAK 3/4" EMT AWAY F(N) NOMINALAC VOLTS 240 100 AMP Combiner MAX AC CURRENT W/ (2) AMP breakers A La Quinta Ca 92253 Mir wv,w��m PV.- MODULE, RATING @ STC MODULE MFR SOLAR WORLD MODULE MODEL# SW 285.W MONO OPEN�CIRCUIT VOLTS 39.7 V OPERATING VOLTS 31.3 V OPERATING CURRENT 9'.2 A SHORT CIRCUIT'CURRENT 9.84 A MAX SERIES FUSE.(OCPO) '25 A MAX'POWER. @ 25!C)- _ .. f 285` Vv ��w Elm WEENEEMM RCE COMBINER RATINGS VALUES PER STRING: RATING RATING (4)#10 AWG THW N-2 (1) #10 NUETRAL � (1) #8 GROUND 3/4" EMT MAX DC.VOLT RATING J -BOX .4V MAX POWEW6:40'C 250'—.W .............. ..... t.:a.vv.,M.. ............. :j ... ,......... ........I ......_ ............. note: All photovottalc system conductors will be 90 degree C. rated note:Provide a. note on the clans stating that the AC disconnect is a "Knife blade" type disconnect TOO A 240 V INVERTER RATINGS CONTRACTOR OF RECORD: MAIN SERVICE MAX DC.VOLT RATING 48 .4V MAX POWEW6:40'C 250'—.W V NOMINALAC VOLTS 240 V MAX AC CURRENT .1 A SOURCE SIGN ON DC DISCO OPERATING'CURRENT NA A OPERATING VOLTS NA V •MAX SYS VOLTS NA V Note: Sub -Panels are required to be sized per 705.12(D)(1) (9) sw 285 w MONO with (9) Enphase m250-60-2LL-S2X-ZC-NA (24oV) [string#1] (8) sw 285 w MONO with (8) Enpha3e m250.60-2LL-S2X-ZC-NA (240V) [string#t2) BARE #8 CONTINOUS GROUND UNDER ARRAY ON LUG FROM INVERTER TO PANEL as man .............\...................................... a ........ I...................................... i AC DISCONNECT RATINGS CONTRACTOR OF RECORD: MAIN SERVICE DISCO AMP RATING 30 A DISCO VOLT RATING 240 V OCPD AMP RATING 30 A OCPD VOLT RATING .240 V SHORT CIRCUIT CURRENT NA A . . SERVICE PANEL RATING$ 410 AWG FEEDERS • 30 FEET. SERVICE VOLTS 240 V SYSTEM TYPE GROUNDED MAIN OCPDAMP RATING 200 A PV ARRAY'INFORMATION ., ., QTY OF MODULES IN SERIES 9,8 SOURCE CIRCUIT CONDUCTOR TYPE (OUTSIDE CONDUIT) USE -2 X PV WIRES X QTY OF PARALLEL CIRCUITS 2.00 SOURCE CIRCUIT CONDUCTOR TYPE (INSIDE CONDUIT) THWN-2 X XHHW-2 RHW2; USE -2 SOURCE CIRCUIT CONDUCTOR SIZE •SEE NOTES FOR ARRAY WIRE) 10, AWG OCPD: OVER CURRENT PROTECTION IF CONDUIT TO RUN INSIDE BUILDING IT WILL BE ENCASED IN METALLIC CONDUIT * MAX VOLTAGE WITH 22'F TEMP CORRECTION SYSTEM SUMMARY CONTRACTOR OF RECORD: MAIN SERVICE 200 A AZIMUTH 240 ° PV TILT 17 ° ' UNSHADED % 99 % ROOF SLOPE 17 ° CITY OF LA QUINTA BUILLDING& T. ®®SAFETY DEP /-6�PI1�VE® FOR CONSTRUCTION DATE BY LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: draftsman: John & Kathy Owens Moshe Yacoby Electrical Contractor 465649 JESUS PEREZ 78625 Saguaro Rd. Jesus 6301 Ellenview Ave West Hills Ca 91 818.251.07.52 La Quinta Ca 92253 Perez PG 3 Phone: 818.304.0810 Fax: 818.3 . 1perersad mail.com GENERAL NOTES All field installed junction , pull and outlet boxes located behind modules or panels shall be accessible directly or by displacement a module(s) or panel(s) secured by removable fasteners. • 2013 California Residential Code (CRC) requires that Smoke alarms and Carbon Monoxide alarms be retrofitted into the existing dwelling. These Smoke alarms are required to be in all bedrooms, outside each bedroom, and at least one on each floor of the house. Carbon Monoxide alarms are required to be retrofitted outside each bedroom and at least one on each floor of the house. These alarms may be solely battery operated if the Photovoltaic project does not involve the removal of interior wall and ceiling finishes inside the home, otherwise, the alarms must be hard wired and interconnected. • Provide a note stating that any conductors exposed to sunlight shall be listed as sunlight resistant, (CEC 300.6 Cl, 310.8 D) Where DC conductors are run inside the building (or attic), they shall be contained:in a metal raceway. (CEC 690.31 E) • IID will be notified prior to use and activiation of any solar system. • System will be commissioned by ownerper Interconnection Agreement. • All exterior conduits will be 3%4 EMT, painted to matchbuilding with exterior primer.and UV paint. • All interior conductors.will be labeled every 5 feet as: "Caution: DC Circuit". • System will not:be energized prior to IID approval. • A ladder (or means to roof access) will: be on site and placed for each inspection. • The Solar PV system shall'follow th State Fire Marshall;Guideline (Cal Fire) in partnership with local fire department. •. Particular attention to access and pathway requirements (Cal Fire, local fire). • Please note'thatadequato spacing�must be maintained between any. plumbing sewer vents extending through the-roofand the:undersidiedthe photovoltaic.panels (6" minimum recommended): • Attention to markings and labelirig: requirements on plaque detail page. • Place reflective tape on the comers of all panels that intrude into hips or valleys that may cause a trip hazard to firefighters. • Installation. will comply with articles 250, 310, and 69O. 2093-C tC, CEC 310; and 690. • Note on the plansthat the photovoltaic inverter will be: listed as UL 1741 compliant. (CEC 690.4 D) • All exterior conduit, fittings; and boxes, shall .be rain tight:and approved for use in wet locations • Please provide' a, note stating that the working clearances around the existing electrical equipment as well as the new electrical equipment will be maintained in accordance with CEC 110.26 • All metallic raceways.and equipment shall be bonded and electrically continuous manufacturers instructions, such that the roof covering shall serve to protect the building or structure CBC -1503. • All components of the photovoltaic system are negatively grounded. • In one and two family dwellings, live parts in PV source circuits -and PV output circuits over 150 volts to ground shall not be accessible to other than qualified persons while energ'zed. * "Installers" of the equipment and wiring and interconnections shall be installed by "qualified persons" . CEC 690.4 E * plumbing fixtures are to be retrofitted to comply with new requirements for water conservation. Toilets are to be 1.28 gpf; single shower heads less than or equal to 2.0 gpm; residential lavatories to provide less than or equal to 1.5gpm; and kitchen faucets to provide less than or equal to 1.8gpm; as required be Section 303.11 CallGreen and CA Civil Code 1101.1 et.Seq. • Unless otherwise sapecified, not less than 30 inches in depth, width, and height of working space and platform shall be provided to service mechanical appliances. No PV module shall encroach in this space, except s if the equipment listing is provided that shows the required clearance around and above this unit may be less than required above UMC 305 and and CEC 110.26 • Circuit breakers serving PV System to be legibly, durably, permanently..and indelibly marked CEC 110.12(3). • The Solar PV system will be installed in accordance with article E90 of the CEC and 2013 CBC. • Grounding conductors smaller than #6 AWG must be protected from physical damage: by a raceway, cable armor or enclosure in protected hollow spaces. of 6611ding'Framing CEC 250.120 ( C ). ' All wiring materials shall be suitable for sun exposure: and,wetlocations. • Solar pv installation will not -obstruct any plumbing,- mechanical or building roofvents *.: Roof. coverings shall be designed, installed and maintained in'accordance with both this code and approved PV modules` and associated equipment shall ,be protected.from.,any-physical damage. • each module shall be grounded using the supplied connection point identified on the module and the manufactures instructions • All,componentsare UL listed and CEC,certified where warranted. • if the existing main service panel does not have aground rod LIFER it isjhe PV contractors'responsibility to install a supplemental grounding electrode. In buildings service grounding electrode must be verified at the time of inspection. Buildings with.,a mettalic water pipe as the sole grounding electrode require a supplemental electrode to be installed At point of disconnect a sign shall be mounted, "WARNING- ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. • signs shall be posted adjacent to each PV disconnect to indicate "PHOTOVOLTAIC SYSTEM" ' Removal of a IID - interactive inverer or other equipment shall not disconnect the bonding connnection betweeh the grounding electrode conductor and the photovoltaic source and /or output circuit grounded conductor LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: John & Kathy Owens Moshe Yacoby Electrical Contractor # 649 JESUS PEREZ 78625 Saguaro Rd. JESUS 6301 Ellenview Ave West Hills Ca 9130 818.251.0752 La Quinta Ca 92253 PEREZ PG 4 Phone: 818.304.0810 Fax: 818.30 1 0 peregsadpOIgmai.com CAUTION ON PLAQUE SPECIFICATIONS: a. Red background with white lettering b. 3/8" letter height' c. All capital letters d. Arial or similar font e. 1 t-111A1ih �wvlab P1� a meaty 8111F"w Affic s� N�rr��aie+�na CantiNr 6- .iBlmc. veatner resistant matenal i.e. engraves FAULT IS INDICATED, NORMALLY GROUNDED CONCUCTORS MAY BE UNGROUNDED AND ENERGIZED. 7" 5" 1/4" L ,TAIC POWER SOURCE RATING INVERTER OPERATING CURRENT 17 A MAX SYSTEM VOLTS 264 V OPERATING VOLTS 240 V SHORT CIRCUIT CURRENT 21.25 A AC DISCONNECT PER 690.17/690.54 5" WARNING DC DISCONNECT ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION Remaining lettering = 3/8" AT DISCONNECTS 3" 3" CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY If AT MAIN SERVICE RATED AC OUTPUT CURRENT 21.25 AMPS NORMAL OPERATING AC VOLTAGE 240 VOLTS AT UTILITY METER -,690.56 (B) / 705 WARNING: INTERACTIVE PHOTOVOLTAIC SYSTEM CONNECTED PHOTOVOLTAIC SYSTEM DISCONNECT AT DISCONNECT WARNING: PHOTOVOLTAIC POWER SOURCE AT JUNCTION BOXES WARNING INVERTER OUTPUT CONNECTION, DO NOT RELOCATE THIS OVERCURRENT DEVICE. 1AT SOLAR BREAKER LEGAL OWNERS: CONTRACTOR OF RECORD: A cONTACT INFORMATION: SITE ADDRESS: DRAWN BY: John & Kathy Owens Moshe Yacoby Electrical Contractor L 9 JESUS PEREZ 78625 Saguaro Rd. JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ PG 5 Phone: 818.304.0810 Fax: 818.304.081 perersadp@qMqilM .10 MODULE OPERATING CURRENT (IMPP) = 9.20 A NUMBER OF STRINGS TO INVERTER = 1 INVERTER MAX INPUT CURRENT = 15 A 9.20A<15A,OK MODULE OPERATING VOLTAGE (VMPP)= 31.3 V NUMBER OF MODULES IN EACH STRING - 1 (1) 31.3 V = 31.3 V INVERTER OPERATING INPUT RANGE= 16V - 48 V MODULE VOC = 39.7 V NUMBER OF MODULES IN EACH STRING = 1 (1)39.7=39.7V VOLTAGE TEMPERATURE CORRECTION FACTOR = 1.12 39.7 V (1.12)= 44.46 V INVERTER MAX INPUT VOLTAGE = 48V 44.46 V < 48V, OK MODULE ISC = 9.84A 9.84 A (1.25)(1.25)=15.375 A (ISC) MODULES SSERIES FUSE RATING = 25A 15.375 A < 25A, OK NUMBER OF STRINGS TO INVERTER =1 (1) -9.84 A = 9.84 A . 9.84 A (1.25)='12.3 A INVERTER OUTPUT CURRENT =1.OA 1.0A (17)(1.25)= 21.25 A [IC] USE (1) 25A BREAKER SERVICE PANEL BUS RATING=(e)200 A SERVICE PANEL MAIN OCPD = (e)200A 200A +(1) 25A INVERTER OCPD = 225 A 200A BUS (1.2) = 240A 225A < 240A ok WIRE CALCULATIONS ON THE ROOF AND FROM JUNCTION BOX TO INVERTER: EXPOSED TEMPERATURE = 50 C TEMPERATURE ADDER FOR CONDUIT OFFSET FROM ROOF = 22 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 50 C + 22 C = 72 C = 0.41 SELECT WIRE SIZE WITH AMPACITY GREATER THAN 21.25A, USE 10 AWG COPPER WIRE WITH AN AMPACITY OF 30A BELOW THE ROOF AND FROM THE INVERTER TO MAIN PANEL EXPOSED TEMPERATURE = 45 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 45 C =.82 IC = 25A 25.00A x .82 = 20.5A OK SELECT WIRE SIZE WITH AMPACITY GREATER THAN 25.00A, USE 10 AWG WIRE WITH AN AMPACITY OF 30A 25A x .41 = 10.25 = OK STRING #1 - 9 (1.OA) x (1.25) = 11.25 STRING #2 - 8 (1.OA) x (1.25) = 10 LEGAL OWNERS: CONTRACTOR OF RECORD:, CONTACT INFORMATION: SITE ADDRESSf DRAWN BY: John & Kathy Owens Moshe Yacoby Electrical ContractorI 649 JESUS PEREZ 78625 Saguaro Rd. JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ PG 6 Phone: 818.304.0810 Fax: 818.304.0 iperersadp@clmail.com �•`�. {ga TW Power controlled: �rMm4r.e® •• Lowest measuringtderance in industry .tbso4sx' � ^� fMrtdmttarmnt EVery mmponem Istested to meet that have greater than or equal to the nameplate rated power. 3 timet IK requirements rAr,m,edhctbnlncllkkrty.vW Da Wlbtlrm6lbr,trt75'Ga1200WAN, 109i (ah2f � nL ore STC eFMenq OOe9 Aced) h acrik•sl. COMDON87i MA1Ht1A15 Deslgnedtowithstand heavy J am—Utions of snow and ke M10:raWlle 4mmodule Phe. fF& Positive perPonnawetolerance -� 25-yearlinearperformancewarrartty J and l=r product warranty ' J Glasswiiha 1—flectiemating Wtxiddass gnity Full yeutomatedpoductbnOnesand seamless monitaingoftheprotussand mate- rial ensure the quality that the company sets as its benchmark for its sites Worldwide• •✓ SohLlVoAdPha-Sartlrlg .. �\ .. ', `�@S®® Plus -Sorting guarantees highest system efficlency. SolarWorld only delivers modules � ^� fMrtdmttarmnt c us that have greater than or equal to the nameplate rated power. IM 7.43A rAr,m,edhctbnlncllkkrty.vW Da Wlbtlrm6lbr,trt75'Ga1200WAN, 109i (ah2f � nL ore STC eFMenq OOe9 Aced) h acrik•sl. COMDON87i MA1Ht1A15 UL1rDJ ' 2SImftapulmm xegimalReemWabffulwotpodxtvamtytD,Dyws / E ❑ M10:raWlle SolarWorld guarantees a -maximum performance digression of0:7%pa. nthecourse . F -d romr of 25 years, a significant added value compared to the two-phase warranties com- ' 39.5 Its 07.9 4) mon inthe Industry. In addition, SolorWorld is offeringa productwanarlty, whichhas ® Almdmam 3ythm sonyorSCO/NEC been extended to 10 years.' AlmrMwmreaerse—st 25 /y In accordance with the applIcable5otaM'odd Wnaed warranty at purchase —olarwoddmm/warnnty J. solarworld.eom wu°b u-!nro- Enphlase' Microlnverters Enphas& X250 Suri.. 6dulp%Plus :SISI Z8s MONO iEgTy Mma UNDERSWAATESTCOPmfIIDN:(S * Akubrwmp.tw V,,, 225 WP OptndNdt-tt r - 39.7V •Moirbinimpowopobdmlmge V„° 313V s)ertceiottcomit,. 4 924 Awonrumpm,rpo0t—st �„ 910A Modo4rJrlckny +. , 4 17.0% Mit: r000 ivrfi,+.2s'CAM IS prmemuon,m.nnP�'ea:.urn.nrvn,W�a.hal+uvn,a.a cw.ew,m. TISRMAl:6VIRACT8D571C5 NOCr 46•C Tr 1. 0,04 We Trp.,° -0.41 Vc Oprrmin9tmhpvmuv -40'C toaSC snm N uib p,wl4ednbgerha.9 Wbpmntrd lnparemkta. Sob,wpb AL msa+ws Ne rtdn m rt,>4 ryedOeatYm lunges rA diaA rolf P830RMAKa ATSOO W/n?, ROOT, AMTS Akulmimhp— D— 213.1 Wp Op. dradrattoge V- MAV AbulmumpowvpMmwaogr V— 28.7V fMrtdmttarmnt I. 7.96A MmdmumpowvpW20oeent IM 7.43A rAr,m,edhctbnlncllkkrty.vW Da Wlbtlrm6lbr,trt75'Ga1200WAN, 109i (ah2f � nL ore STC eFMenq OOe9 Aced) h acrik•sl. COMDON87i MA1Ht1A15 -rcrbprrmodu4 {O OrlJfypr M10:raWlle rdlBhwry2m Gl71nx6.D ln!56.75x156]Smm) F -d romr lemperedglass(En17ro) Cleat anodized aluminum V"ht 39.5 Its 07.9 4) SYSTEM utTEaumoR PARAMETERS Nominal:voltage/rangs Almdmam 3ythm sonyorSCO/NEC 1000 V AlmrMwmreaerse—st 25 /y NumbNUfe); d . 3 Oakjn Laois° rWo mflry#rm T3 Pse dowmvatd 6a psfupad D.V.L.” • Trxeemll9TRm T70psfdownw 6 71 psf upward D.19n L..h° sop—"ftV 3u psfdown— 30 psi pward 'ekaxretiab me Stnnadh4sltWtb„n,smrc4wn rameretaNamnand WN Mcxba4ra,es ADDITIOAKI)JUA JUwbJwtbig• -0 Wpl+Swp J4 ox 0'65 Jbdi4 to dt Nwbe per U14707 wnb l N connectors Abdu4OWgo VV.V 1 Glass Low trop lernpesedwnh ARC VEIISIOtl 23 MAIM • Compatl6kwtthboth-Wp-0own- 2nd'&Atmn' mounting methods • icuvmdbtg Lnotiorn: I-40smasoftheframe -4 Lootlons alonlithe leigth ofthe module In the extended flartW SW -01.60070512.2014 The Enphasen M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with.its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Grround Electrode Conductor (GEC) is required for the microinverter This further simplifies installation, enhances safety, and saves on tabor and materials costs. The Enphase M250 integrates seamlessly with the. Engage° Cable, the Envoy Communications Gateway-, and Enlighten', Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE Optimized for higher -power NO GEC needed for mictoinvener 4th -generation product modules - No DC design or string calculation - More thari 1 mi@on Hours of testing Maximizesenesrgy.production required and.milfions.ot,unis,shipped Minimizes impact of shading, Easy installation with Engage - Industry -lemming warranty up to 25 dust and debris Cable years Peak Inverter efficiency.; 96.5% WHERE-.7rRkrlen-•�iiycx.�o`t1er,••lg'lrMmreA_��re,ef,a.^reILrtCse;:Q.vJ,�5»n0.5:.3.�. �99q�t4: 96y .. Nighttime povo6i consumption 65 mW max MECHANICALDATA - Dimensions (WxHxD) 9...L3,�.r.i�-a�m Cooling -• 171 mm x 173 mm x 30 mm (without mounting bracket) .kt�� 9;f�• 4��.'I9��"'.s��`.�h::t'Y�i+i��44rc.C�,x: ea.�! Natural convection - No fans ^Enphase°M250MIcranveRer//DATA �ik 3 e^7;'731- a3as }' i�'' "fit '3 J Ais%4� - .INPUT DATA (DC) '• WW6072LL-S22, M250-60-2LL-S25 - Recon+ni� Wiled r'� 3Af�d• �' J.+l�`W�,.},�:,�t;-x" :sst Arra-t'r k �r-14 ... .ya.,..:�r•(. �w��,2f0.?r'��..OvW.��:44��ti�'3i:.'.�'��•.�;;°�ir7�".?a.��l'i"�i��r�l�s.x�. s'1 ' Maximum input DCvot[age 48 V "'pyPeaa'°!e plxve wtma5187+Js'+ „7 L'ctw.• �t% V '`e�43"s`z:.&::SA7tsk", NOUN kv ,•.4.JY. MMS Operating range 1 16 V - 48 V FMlM"I ' n"«t48.4 &brsZYt ''-c•.-+3' r�.-.'t.,>8;3'4'c"-r°ai'k '.-.'.1 .w Mex DC,shortclrcult current .!=1�#_�'."'ra w ,.c.aw''"'>°',.9>:*.s's':C.::Ja, 15A •{OUTPUT DATA (AC) . 0208 VAC 0240 VAC 5 - l , 1250W Rated (continuous) output power 240 W 240 W a �r�laT•�rsteatva,ct�ts.::rs L. r•+vsawowtixarne•51~•str ,<,+*:cJ' �1.0 A a4rsatyaF.:�w•Rwr K .�'; y�Nominel/output current�a&.� r* �°` •. a175�AY(A�rms at nominal4duretloNJ•,v-„•,.,,(A,mre;aCnominal duretlow-z• Nominal:voltage/rangs 208'V/ 183-229 V 240 V / 2ti-264 V ? Extended freciuency range' 57-62.5 Hz 57-62.5 Hz )Rovaer"i�.'t�.v�,: y �y ,r,2 edq,4'"{a' .:,�.,u'�."•.t?:,c``r,."t'a1i Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) The Enphasen M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with.its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Grround Electrode Conductor (GEC) is required for the microinverter This further simplifies installation, enhances safety, and saves on tabor and materials costs. The Enphase M250 integrates seamlessly with the. Engage° Cable, the Envoy Communications Gateway-, and Enlighten', Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE Optimized for higher -power NO GEC needed for mictoinvener 4th -generation product modules - No DC design or string calculation - More thari 1 mi@on Hours of testing Maximizesenesrgy.production required and.milfions.ot,unis,shipped Minimizes impact of shading, Easy installation with Engage - Industry -lemming warranty up to 25 dust and debris Cable years Peak Inverter efficiency.; 96.5% WHERE-.7rRkrlen-•�iiycx.�o`t1er,••lg'lrMmreA_��re,ef,a.^reILrtCse;:Q.vJ,�5»n0.5:.3.�. �99q�t4: 96y .. Nighttime povo6i consumption 65 mW max MECHANICALDATA - Dimensions (WxHxD) 9...L3,�.r.i�-a�m Cooling -• 171 mm x 173 mm x 30 mm (without mounting bracket) .kt�� 9;f�• 4��.'I9��"'.s��`.�h::t'Y�i+i��44rc.C�,x: ea.�! Natural convection - No fans ^•6.�,W1LJ-i xib11-4.4x� •W31rJ.orJS'.+•�sar�yA• I' �ik 3 e^7;'731- a3as }' i�'' "fit '3 J Ais%4� 'Connector type - M250-60-2LL-S22: MC4 -M250-60-2LL-S25: Amphenol H4 FEATURES_ ' Co patibility 2 "•;r '' i" Com�tible wttllr60.�Ii:PVroodules `7ra+�"�i"r. < - sP 1T��'-`� „a.-.,�.�� liiiv Communication - Power line Frequency nominal d required by the Nifty t:• . IGI enphase° To learn more about Enptiese Microinverter technology, { l enphase° ENERGY C visit enphase.com �. E N E R G Y us r 02016E+c4euo eagy.N rigksrwsed. Al badr7twksa berxb nlne,tloamettveredmed brut mc�anra tMne. MKr-N,TrO Rw 1A Product Data Sheet DU221 RB Safety Switch , 30A, Non_Fusible, 2 -Pole by Sch efd r El.0 k - List'Plice srn.0ousD. __ _ _ •__ _. __ _ ___ AvatlatlIG� Stock nem: This nem b normally staked In our dlshib tlon facility. Technical Characteristics Number of Poles 2 -Pole ' Terminal Typo Lugo Typo of Duty General Duly Maximum Voltage Raft 240VAC Wire Size 014 to 48 AYKi(AVCIm Aldbn Sh1g1e Throw Ampere Rating 30A Approvals UL Listed Flb Number Q875 Flclosure Ratlrlg NEMA 3R Bclostoe Typo RahlpoN artd SlerdAte proof (IMmr7Gmtloor) FaUory Instalkxl Neutral No - Distomxxt Type Non -Fusible . MountlrpType Surface_._.............:...._...»_.,..-_..............,.__._......_.._.,-......_.,..._».-__..._,...........,. ___ Shipping and Ordering 8.88 Inches Category 00106 - Safety 9vltcl6 General Duty, 30.200 Amp. NEMA3R ' olscaum Schedule DELA_.� ...............�_..._.._.....___..__.__.......... _...._._...,.___.._._....____...__...._.__.:.__._..__.....___...._. GTIN _._.w.._._.—___._..__...--_...._.._...._ 00785901490340 Package Ouarltlty 1 Weigh 4.62 ms. AvaitadGly Code SEoclt Ibm: Tl1d Gem m rortrta0y stocked in our dlstridAbn taNkty. RetumaDllGy Y of MX ' As standards. spxdrcatbra, aN desiQM change from ome to lime, Please ask h.,r confirnabon of the Infolmawn given In this dowrnem. V201b5"e1dwElwle.A1rtgNemSeved. Schneider C -Electric Rebr !a y Y Courmy of Oron MX As sRndsrds, specW_naors, and designs Nsnge Oom time to Ems, please ask for cron8mraaort of the inlomrztbn given In this docaneM. ,m.+ctw1: ly"MW :U 15.371a C 2MOSchnelder 0ed1e. At dpMs res—d. Schneider ,Electric. Product Data Sheet HOM612L100RB Load Center, 100A, Fixed - Factory installed main lugs, 6, 6 Technical Characterisdes �rB�AREGD 1p S•Nnoldencmv.rr. Ampere Raft 100A ApI!rfUon Desi to meet residerdiaL commercial and bdnubtal .. .mend ___..v.__...__.:_.._.._. fined reyutremrresto proted electri®1 MIDn is 3" Now wo systems, equipment and people. Apprwak UL LISed Corer Typa Combination RrsMSurface ShoR CtreWt Ctmem Rettrrg tOkA Main Type _._.____._.._._._._..�s_._—_w._..�._.__._,._ FaeO -Factory irsta0ed main lugs Maximum Smgle Pots Grarlb _._..._....,..._.........____..___._....__._..__._,___..,...._._..__._._.._.____._�...._.__. _,._._.... 12 Maximum Tandem Clrwn Breakers_.7._.......... ..............6.:.....,.,.:_a..:_:..>...,_,_..-,....,.._.._.......,.._..,._...._.,..:_.......:...,._:.....__...._...:_...._, Phase ` 1 -Pham Spaces 6 Voltage listing 12fM40VAC Me Size ..08 to 01 AWG(AOCU) WtlN 8.88 Inches Wtdrg CoMglaatbn . 3Wtre Depth, dTl lrld109 How 12.661rrlss ...,..___,_..___......._.__:_........-__.._._,..........._,.._...._.___....._-,..__..<,...,._. MaRcetlng Tratle Name _.__-.,._.....-_.•....,...._...... .... _...... .. _.._. ,..,..... __........_........ HomeOro Bus Material :. Tin Plated Ahan6wrl Enclostae Type Ouldoor/RaMproof Box Numbe7 2R Erxdostxe Ratlrp NEMA 3R GraaWNg Bar Order separatey Nate& 70A (max) branch ctrwlt breaker and 100A (ma4 Walled mam email[ breaker. Shipping and Ordering .. CatBgory 00149 -Load centers,.NEMA1 8 3R,.2 - 8 Clyddls, Type HOM ClLttourd ScheMrle DE3C GT1N 00785901061205 Package QUannay 1 Weight 9.92 ms. Ava(tabfdy Code S1otk Itsm: Tris Gem's rorma0y sfodu:d N our mstn'bdbn (acuity. G—atvd'. GyAi2Gta %L,37:14 -ar2tnosmadmroxmc.AEroNsreserved. Schneider VElectric Molded Nonmetallic Junction.Boxes E (/pthwwerooted Lillillill Vl ,k4ed its another first from Galion" - the first nonmetallic junction boxes UL' Listed "a_ NEMA 60.. rating per.. Section 314.29, Exception of the National Electrical Code. Manurkctured from PVC or PPO themiopiastic molding compound and,featuring foam -in-place gaslceted lids attadled with stainless steel se.%these tugged endosun s offer all the corrosion resistance artdplf s al properties you freed for direct burial applications Type 6P enclosures are.irmended for indoor or outdoor use, primarily.tD ptoaide'a degree of protecgon against wntad with enclosed equipment, falling dirt, hose - directed INater,'er" of'water during prolorilged submersion at a limited depth, and external ice formation.' • All Carlon Junction Boxes are UL Listed and maintain a minimum of a NEMA Type 414x Rating. • Parts numbers with an asterisk (_) are UL Listed and maintain a NEMA Type 6P Rating and Type NU Rating. suets Pat No. - 126" sta .. Gln 7 tin M lift Uh Oil... Ai Ae 0 C t1 sm Ta I Tc RINmo- DR. PYC plastic WL Obs) "WqwtffWM MIDn is 3" Now wo WkE M559 ONIMN 4om E987NCAR' 4x4x4 . - 5: j11he 31h' WA 4 _ ,.160* .155 X 4 "M4NIFCARx x4x;6� 4y r 3 �h§ L>3s� .i wA66 _,160 RIOD. •X� 4 rs n 5 s E989PP)-M*- "5x5x2 4 r4 AIIII6," 41h WA 2 .110 .150 X 3 vE987R-fAR.�_s 6;x6x:4 ��2t�:� � 6th ?SN:� i�wP �",'4 �`•?�, �t�a1:�`�"� X T.�3 E989RRR•UPG' 6 x 6 x 6 8 55/8; 5318 WA .6. .160 .150 X 14 F989NCAIt1 k 8 t8;i,'jW Wt a^ qM In B i wA j1K'618ka +,�t90� �� 3bX J A�'.� < E989SSX-UPC 8 x 8 x 7 r 1 72117 75/16 WA 7 .160 .150 X 6 E989WN 7 12z12.i 4 A''3c?�u11?ley 11;h j X11,16 Fi i r3 160 d150�„� fti'X1S (iJ12'N +, F989R-UPC 12x12x6 ;r'2 1115/is 11718 117/16 6 Z6'S .185 X 1 10 180 www.carion.com Gross Autofnation (877) 268-3700 • www.cartorlsates,cofn • sales@grossauu)mation.com Corrosion Resistance of Carlon Schedule 40 and Schedule 80 PVC Conduit and Fittings Carlon Schedule 40 and Schedule 80 are generally acceptable for use in environments containing the chemicals below These environmental resistance ratings are based upon tests where the specimens were placed in complete submergence in the reagent listed Sdcedule,40 and Schedule 80 can be used in marry process areas where chemicals not on thrs; fit are manufactured or used because wodrer safety requirements dictate that any air presence or splashing be at a very low kvel. if there are any questions for specific suliability In a given environment, prototype samples should be tested under actual conditions 188 www.carion.corn - . Gross Automation (8771268-3700 - www.carlonsaies oom • rales@grossautor iatfon.com February 20, 2015 Everest Solar Systems, I.l C 3809 Ocean Ranch Blvd, Suite i l I Ocennside CA.92056 Attn: Andy Neshat RE: CrossRad PV Panel Mounting System Evaluation To whom it may concern: CRIS01-10CA11:112 mO me nt. . ENGINEERING r DESIGN "Y�"''xMl.W,wt: M S E C� Per your request, Moment Engineering + Design has performed a comprehensive structural analysis of the Everest Solar C rossRarl Solar PV Mounting System for typical instaltatiunsin the $WLDECaHfQMja. When.insmUed.per.diecoriditionsarLd-designicriteriaAescribed.herein,.the Crossitail Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Design Reference Documents 0 2013 Triennial Edition of7itle 24, California Code of Regulations Based on 2012 International Building Code & 2012 international Residential Code o ASCE/SEI 7-10 —Minimum Design Loads for Buildings and Other Structures c, 2010 Aluminum Design Manual, by the Aluminum Association',,. o Section and materials data provided by Everest Solar Systems Rail section properties appear in the appendix to this report Overview The CrossRail PV -panel roof mounting system consists of extruded aluminum support rails spanning between points of attachment on an existing roof structure. This analysis is limited to capacity of the CrossRail only. Attachment of the Crossitail Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority'baving iurisdiction. Methods & Design Parameters Applicable combinations of dead, wind snow, and seismic loads were evaluated in accordance with current code requirements to determine allowable rail span lengths, based on assumptions of single -span conditions and allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations inChapter 26-30 of ASCE 7-10, using the loading parameters listed below. Conftgaratfons not con o,rmfng to these parameters will require additional analysis Calculation of applicable roof snow load should be based upon ground snow load maps'and equations and factors of ASCE 7-10, Chapter 7 and, applicable sections of the 2013 CBC. For designated Case Study areas noted In the 2013 Triennial Edition of Tide 24, California Code of Regulations, refer to.local Jurisdiction requirements for snow moment ENGINEERING + DESIGN 10530 Warvldc Ave, Shite CS • Fairfax, VA 22030 • Phone: 703-998-235M Web- wwwmseglle tom Suggested Format for Specifying Carlon Nonmetallic &dwt ,ConduitFittiings and Junction -Boxes A. Tice Carlon rigid Ironmetalfic cordet system shall be installed as indicated on the dravapig acct as specified herein B All wtiug shall &'installed in Carlon rigid namleta k conduit All cx dldt shall be Secured till means of proper fdfngs. AD fillings shall be Carlen. G Carlon outlet baes fittings. and Oiiction boxes shall be used for all outlets pmdl bares ad junction points. (Lighting fixtures shall Trot be suppoited or hung (rein PVC lurxtion boxes but be suppor�d in position by other. meant.) D. Exposed °aorddts shall be moulted securely by suitable " hangers* straps with the maximum gwirg of polms of supports not greater dran Muted by Sedon 35230 of the - f fxaept_wtrere embedded-inooncri6 ordued buried, Carlon conduit AA be supported to pemot adequ!te (meal movementto allow, for expansion and contraction of condlet due io tenipereture dnngis' F. For abovegmurd natallations where tenperatiue dmamle)n excess of T4' (25°F7 ls arltrciaated. expansion jousts shall be imtrlled. See Table 352A4(A) NEC for expansim dnracterisdrs. $ G. Proper rare shag be to ien when field bending is employed to maintain the internal diameter and will dridm es of the corduit e www.carion.com Bross Automaton (877126&3700 • www.carfonsales corn • sates@grosm4tomadon.com CROSSRAIL MOUNrIN'G SYSTEM EVALUATION Feb 20, 2015 •PAGE 2 OF 3 CRf5UNOCA 1311 and wind load determination. Seismic criteria were considered per provisions of ASCE 7-10 Chapter 13 With parameters specified below. While seismic effects did not appear to govem the capacity of this system; applicable seismic detailing requirements should be satisfied when installed per the manufacturer instructions and additional installation notes specified herein. Loading Parametem o Ground snow load: Varies o Ultimate 3 -second gust wind speed (V):110-170 mph o Building roof mean height: 30 ft or less o Roof wind pressure region: Zone 1- Zone 3 o Structural risk category: 11 o"Wind exposure: 'B, C,'D o' Seismic site lass: D o Seismic design category: A through E 0 0.2s MCER ground motion parameter (Ss): Not to exceed 2.000 o is MCFA ground motion parameter (Si): Not to exceed 1.250 o Component importance factor (1p): 1.0 o Component acceleration factor, (ap):1.0 o Component response modification factor (R,): 1.5 Y. o Panel orientadom. Portrait or landscape o Panel installation angle: Flush with roof slope c, Roof slope (6): 0-7°, >7-27°, >27-45' Design Results ,The allowable span lengths of the, system are principally controlled by applicable wind and snow loads, to the.structure. Refer to the CrossRail span tables in the appendix to this document for recommended rail configurations based on combinations of these loading parameters Note. that reaction loads', provided in the attached tables are only applicable when used with the corresponding span length recommendations provided therein. These reactions may be scaled linearly when shorter spans are used. Installation Notes The following guidelines apply to all installations using the CrossRail product line: • '. Tables assume two independent support rails per row with either panel orientation. • Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of allowable'span in the, "roof wind pressure zone of the cantilever. • Rails sliall be continuous (not spliced) over minimum 'of two supports. •' Installation over roof overhangs oi within 10" of any roof edge is not advised. • Observe all local lurisdictlonal requirements regarding roof setback requirements. • Erasure diatactual span length does not exceed capacity of roof attachment. moment ENGINEMNG ♦ DESIGN 10530 Warwick Ave, Suite CS • Fairfax, VA22030 0 Phone: 703998 Y3SOSWeb: www.mscocccom 189 CROSSRAIL MOUNTING SYSTEM EVALUATION CRI-012CCA13:112. Summary - This assessmenthas Feli;26,' 2635a:PA. E,3 OF JciirLcode�co' 'Iia:�tt installations of PV ... ., I Tp . . .1 1 . . .— . .. ". ... — CROSSRAIL MOUNTING SYSTEM EVALUATION CRIS0220112W CROSSRAIL MOUNTING SYSTEM EVALUATION CRIS022011ZW APPENODL- PAGE 5 OF 37 Feb 2% 2015 0 o LL 0 0 Tebb Exp�. Ultimate Wind speed V 1—hl 5: Maximum Spun Length JUL) Wind Expasuna C Condition Red Snow Load ipsoC Rail type 0 10 20 30 40 50 0 V 43-,XSWC*,'128�=.78, 110 X48 94 88 81 72 63 56 �,tikxso 128,';f, 108 4, -,,rqq 115 X48 92 as 81 72 63 56 ,:::87 78' 120 X48 89 88 81 72 63 56 130', 11W*;!�`,'e X48 84 84 80 72 63 56 78 78 140 X48 79 79 79 71 63 56 uM(801�14�,;",. '109 97. '-'87. .78 ISO X48 75 75 75 69 63 56 "t0mvrsr,-78 LEO X48 70 70 70 68 62 56 1, X48 66 66 66 66 61 56 120 X48 -409 -406 -372 -330 289 -260 .�_796. I= _Z86 355 493 366 619 GW 160 xwi 884, '�.�942- . 110 XBO,`t115i'.-'87.*p '78,__ W 79 79 79 72 63 SIS 115 �"Xgo' 78i; X48 75 75 75 72 63 56 0 'to 5 105 105 87 99 78 12 X" 72 72 72 72 63 56 97 87 'f� "'.78— 130 -9'/-„: ��97 97� X48 66 66 66 66 63 56 140 'go ;gD 90 78L X48 61 61 61 61 61 56 ISO �11, XSOIM-{84, 78, X48 57 57 57 57 57 56 0 ..... 1`-926�- 26 U, 827 -.78 78,' 78. 160 X48 54 S4 54 54 54 54 170 114 -__14 X48 so so 50 so so so XBO 17 4 �,z 110 .716 r� 20, X48 323 323 -5 -076 -017 375 0 110 X" 115 X48 -551 -551 -551 -523 -458 412 115 X48 61 61 61 61 61 56 120 X48 58 58 58 S8 58 56 79 .'-79 78 130 X48 54 54 54 54 54 54 140 73 .t^, , 73`. z,, 43;,,,... 73'!,� W so SO SO so 50 so 68 150 X48 46 46 46 46 46 46' 2*.,'X80 64 '.-F%64 64 160 X48 43 43 43 43 43 43 kl�;,i)(80 ';�?60.5 'j."'.. :60,'e, 1`60 .t:W.._ ',-'60; 'W. 170 — X48 41 41 41 41 41 41 moment ENGINEERING + DESIGN 1053G.WarwickAw, SuiteCS -SairfaMMA 22030 -Thonin.703.9913,23SO -.Web,. Ww.msegllcxcun APPENDDL PAGE 6 OF 37 CROSSF AIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 CR350220112W moment ENGINEERING + DESIGN 10530 WarwickAve, Suite CS- FatrfaN, VA 22030- Flunicn. 703-998-2350 - Web. w msegfkxom APPENDOL PAGE 7 OF 37 Feb 20, 2015 0X48 0 C Table 6: Maximum Uplift jib.) - Waid C Condition E.p—re C Ultimate Wind Speed, V Ra" Type Root SnowLoad (pst) TYM Rod Snow load (psf) 0 10 20 30 40 so 2 0 0 10 20 30 40 so 1,742-"-.:1<848 , '-1942 110 X48 269 353 461 536 612 680 X10 -r? : 942 115 �z742 11, X48 261 35 461 536 612 680 3 110 X48 361 337 308 -273 -239 -215 120 X48 253 353 461 536 612 680 130 X90'2' ".'.x,,639 _',,�495. X48 -385 -372 33 -301 -237 140 397;,, !SOS 649'1- -,2778 :_{,-942-:. 0 120 X48 -409 -406 -372 -330 289 -260 .�_796. I= _Z86 355 493 366 619 GW 160 xwi 884, '�.�942- . X48 297 354 473 578 632 68E_ 130 X48 A59 -459 A39 -392 343 -309 170 X48 309 355 467 580 644 691 140 X48 -510 -510 _509 A54 A02 -362 ISO -X48 355 355 355 5I5 A65 -419 X48 224 315 449 536 612 680 t '442 ":'x_616-::_ 4 - ' : 115 !XBO,�7 2,' 848--u, -1-942' : 4 � 16 V ', L38 '�66,1 1�4 160 X48 394 394 394 379 327 -480 X48 205 289 412 536 612 680 -942'. L30 0 ..... 1`-926�- 26 U, 827 17 X48 633 633 633 633 388 -544 5 140 5705 848.r: -942, X48 209 272 377 482 600 680 ISO ,397-.`__- 541,-,f. k 694 *828 942 X48 219 271 369 467 565 690 XBO 17 4 �,z 110 .716 r� 20, X48 323 323 -5 -076 -017 375 0 170 _ X48 617 115 X48 -551 -551 -551 -523 -458 412 120 X48 -577 -577 -5 -573 -Sol A51 Wl 0 0 110 848'-'-' 94 2. - _V�9 205',� 3 8?'`+ 130 X48 627 627 627 627 -592 -533 f*,Nillll 99 140 X48 677 677 -677 677 .677 622 XBIO, X.., 106s 10W% 1065�,- ISO X48 -727 -727 -727 -727 -727 -717 769F' 942'_; ]3o X48 X48 163 223 315 407 525 L1)3qL%. ;;•11396:,;...='1139 1=139rIff,1 134A 160 X48 -777 .777 -777 -777 -777 -777 X49 169 220 306 391 487 601 —tA�`1212 1212.t 1212'%;1212,; 170 74. A27 _.w -An An 627 -A27 X48 M 220 294 369 443 524 170 XSW282'. 324,-.' 529 632 _-_.x�.734 X48 193 221 291 361 431 501 9W 'VE. �Wl` 110 X48- 652 652 652 652 640 -576 m 875;,- 115 N- ;j�Tiq X48 6113 _M 683 683 -M 632 ` 1044 -,k -955 S . X48 -713 -713 -713 -713 -713 690 91 1 130A26"0 X48 -775 -775 _775 -775 -775 -775 It T X80. 22 22 '1224" 140 1224, X48 -M -836 -M -836 -936 -w 150 „.-1314'.,-1 ,'1314- 13141;._ X48 -897 -897 -897.- -897 -W -897 160-.s=1409.F�..:3400 tW4404 X48 _958 -958 -958 -958 -958 _958 --K4494,' -'!�,,%1494 ' 170 9(80,�� -1494z4,;,,A4W1_, �1 �-1494- X48 -1019 -1019 -1019 -1019 -1019 -1019 moment ENGINEERING + DESIGN 10530 WarwickAve, Suite CS- FatrfaN, VA 22030- Flunicn. 703-998-2350 - Web. w msegfkxom APPENDOL PAGE 7 OF 37 Feb 20, 2015 0X48 0 C Table 7: Ktaxinvarn Downforce (lb.) - W Exposuro C CmWki*n Exposure C Ultimate Wi.dRa" Speed. V mnhi TYM Rod Snow load (psf) 0 10 20 30 40 so 2 0 1,742-"-.:1<848 , '-1942 110 X48 269 353 461 536 612 680 X10 -r? : 942 115 �z742 11, X48 261 35 461 536 612 680 3 46�= xaoli� ;36s 1M 472t 4616=,�,742,t US 942 120 X48 253 353 461 536 612 680 130 X48 254 348 470 542 i 612 680 140 397;,, !SOS 649'1- -,2778 :_{,-942-:. X48 270 352 486 555 612 680 ,50 -,'.,sig ,,674 1157 942 .�_796. I= _Z86 355 493 366 619 GW 160 xwi 884, '�.�942- . X48 297 354 473 578 632 68E_ 170 X48 309 355 467 580 644 691 0 4 E 1 T 'W� 110 329;;=i.,6�,.848- 942"- - X48 224 315 449 536 612 680 t '442 ":'x_616-::_ 4 - ' : 115 !XBO,�7 2,' 848--u, -1-942' : 215 302 431 536 612 680 74 2 1 '942=•-: 120 X48 205 289 412 536 612 680 -942'. L30 X48 201 275 399 502 612 680 5 140 5705 848.r: -942, X48 209 272 377 482 600 680 ISO ,397-.`__- 541,-,f. k 694 *828 942 X48 219 271 369 467 565 690 160•r X80: 31973I 800 942 X48 227 271 363 454 546 646 :778 e*'. 1'964.4 170 _ X48 617 F2 110 848'-'-' 94 2. - X48 182 M 365 478 612 680 115 "XBO^^t3r 254 .942. X48 173 244 349 456 596 680 120 942 .', X48 166 234 334 437 570 680 769F' 942'_; ]3o X48 X48 163 223 315 407 525 648 448 :4�1180 'i 140 '.713 1� X49 169 220 306 391 487 601 150 h,)(803',A -__,260'��e323.. t,439 S56 672-"4,,,` `820"i7 X48 178 220 300 379 459 Sw 'A, .,650. 160 *322 X48 M 220 294 369 443 524 170 XSW282'. 324,-.' 529 632 _-_.x�.734 X48 193 221 291 361 431 501 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 - Fablk(,VA22030- Phoma: 703-998-2350- Web: W .mseSIIcxnm CRIS0220112W EVALUATION APPENDIX: PAGE BOF 37' . CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 . • . CR1S0220112W Moment ENGINEERING+ DESIGN . 10530 Warwick Ave, Suite CS - Fah'fn VA 22030- Phone: 703-998-2350 - Web: Wwwmseg8eeom CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 17 OF 37 Feb 20, 2015 : s'. • - i •fX48 J i ;yam Table & Madmum Shear Ib. - Wuxi Exposum C Condition . Table 17: Maximum in - WbW Exposure C Condition Fxposurc C Ultirnate Wesd Speed, V RallType Rao! Snow toad (pd) - .. - . X48 95' 89 T7 66 58 52 -_ [124 'i97 X48 93 88 76 66 58 52 0 -.101 20 30• 40 50 •120 148 91 87 75 66 58 52 -130 ?X80 ,1.. 113. :?vi %.tie -.81.1- {:71 , er6gr7 _ 86 85 74 65 58 52 XBD,..:.-.,�, .9,1. �....36.NW1 59F; F4; 89-,15,§%4V93<4,1 110 X48 6 27 44 •,56... 64 ` 71. . ;iv X804=±..:"105 v.;?+.?.;.1]lK, 160 X48 73 73 68 61 56 52 )(gp9;.:36d! b?iF592'Yf.A,r78F�'1.89f-c;?�99?&'ki .. 115t. - X48 6 27 .. 44.. .:56 .;'.64: 71 . 5 0 ° *ohr%:. &9y 36W+,:0S9.'-.,s°?N.c 78tlti`v '"%89.`r•<'2"H99"?;tAf 120 X48 . 6 27 44 ?56 64• : 71-.% ° ' 8� ' w X48 so 80 77 66 58 52 �:; 7180Rrzc'r 8�..rtns'S36J,4.�59'�r'+78�`Y'•bf.89sk 130 X48 6 26 44 156, 1- 4. 71 r -_)(BO�IiE.@.106:,; X48 73 73 73 66 S8 52 gizy98-.-rtte 98L,- t>95 ..r, •i4ti.'81 rm.... ¢:71' ! '� 64'z; - 140 1X80.;:a" B 1'.i..?°35 N•7:58!t ir78'ktf: 89;5.4%,..,99,1, X48 5 24 43 ''S6 64 71 8 •-;_, �1• X48 63 63 63 63 58 52 15 0 x48 5 -23 41 W' 64 71 X48 58 58 58 58 57 52 160 t>•'X&1:4�8031 t9 ..8(1,...✓;._,801 ^z•`F•79ifi ..x J1 -,..,64-__.,: rX80.�..:._ �:,7 4`1_;;a?31 k.?}. .56'm rx4W-76%-'a NSq' .4t3c .995<?v 160 X48. 5 21 38 , 54,!" 64 71- 1170 '170---XBDiIr ,c. 75¢_r:.r. iz 7S. •,n'Nr�7S .� .X48 -Si..Sl .51 M Sl -� M 6- r d.SY ?.ti r74.7i �.. zw,:BB Se:.iBn;'. S99VtK' 170 X48 4 20. 36 -52'.`, 63 71 110? a95T„�. t95":?.atis%{, ..58 X48 66 66. 66 66 52 . )Mf 91Ci3x_?91 'MXBWI-,, ,:.;'sEi ;115 • X48 63 63 63 63 58 52 )(80Fv.:.;^�'18t >4 1ixt36 .zYk-t859i: •' t 78vr,`r'l µ^?;89 'r:>.'i,99' 110 X48 5 24 43 56'; " :64 • 71,': O p X48 55 55 55 55 55 52 ' Py.•, ; 115 X48-5 �^ 23 41 56 64 , 71 140 _ X8074-57; 1 )BO'n. Zc .7,. sx_ 32?4 ;�.i:58 i'x'+ ,78r. r'lr'AR,89ii.«` ...99'x; 120 X48 5 22 39 56 64 , 71s" J" X801e .7' { f '..302 n; "�53'v •x'"76 Vii^ "�,• g9r.`".:,,.•!99Li O X48 45 45 45. 45 45 45 130 X48 4 20 36 52 -' 64 71 ��X80 �;vz-:•3 6 ?:s..,�c ,;28�z�' _�.:49.t,E, 140 X48 4 19 34 48 t 63 4 71 160 X48 923 =923 • -923 -923 -923 -923' .: :�zMX80�s 1435 ,kit=1435 ;,srt 1435N '=1435'�•i.. 1435 -"•,5=1435 150 26rz't;'rr.46W5ili'.:�66..ro-kfi,t'a86..?:°4nt95 :c X48 4 18 31 455 .' 59 71 ..' N i..�"aA99;'i 1602d`i.,,ze:-=43F'`c."kfs..62x-„rTy2�81-2: X48 4 16 29 '` 42 '.. .55 68 ' X48 731 _ 260 340 419 498 578 .r•1<. X80 rs.2t5p`c-S:. aG.23•*'z"y:;"`._40Y,'xa< '•SSr,t 765' _93,s's.,, 170 .X48 3 ._ s 28 40 :52 ...64 .. 9 X48 243 263 337 412 486 560 'k 4 ,rtz. y • 1101 X80 _,:ik 6,hr6ti.s29-;51(.�•x'3t,74'l;s',-v 89_1 X48 4 20 35 -•r)50:. 64. 71� - X48 255 268 337 406 476 545 V 170_ _ . 589 a;685z N.791C).. -X48 E XBO''+�+w�,.6't�'-•27'`::..r•49^>x,?3:•>70 x:r'- +'ggxcN 99Fa 115 X48 4 '19 33 . ;48 63 .. 71 120rii47'.44'�.R 67•1 t"kBrrS.88KM99 ; X48 4 1B 32 - 46 " .60 ..> 71 P24 °1X60 h•t�'.,`+'ro5..«.�:'.'>2-.:>_'43�',Y�r ..62t?.Ns eBlzt.Z'991X 130 X48 4 17 ' 29' 42 55 68 a c .L, X807 ,�3xr2" S o>:'a.22 •',-„9l)n'a;s v57. syA-75iu3r' ,92s',�r., 140 X48 3 15 ,'27 39 ” -'SI •':63 t X80 �u�t .s,353.,u••_:.;.x:21;ts,, .r37�rvis= k54:td.`.s4,y70°,a'-ASQ186 150 X48. 3 - 14 25 37 . '. ' - 48 - 59 rc , r'?X80... ;. F.4i kap-'20..,?t.-., ;535! s!r, SO'.u;ti&X65.p+>;;.SBlat 160 X48 3 13 24 34 45. •• 55 4 Pµ _-- 4884N, & X33„&"'� A7+ rk';o;62;s.-;-"'"':76 ' ,Y 170 X48 3 13 22 A2,- 42 '52 Moment ENGINEERING+ DESIGN . 10530 Warwick Ave, Suite CS - Fah'fn VA 22030- Phone: 703-998-2350 - Web: Wwwmseg8eeom CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 17 OF 37 Feb 20, 2015 : s'. • - i •fX48 J i ;yam To . Table 17: Maximum in - WbW Exposure C Condition :ExposureUltf.ate ' .+XSO"s :8 :,Wind speed, V 110 Rall Type rk, F'XBOci Roof Snow Load (psf) 0 10 20 30 40 50 _5.31271; .118, 2rr.au 97'•x. $u€;81 �:.,>...t 71=0� ,,..« 64W . X48 95' 89 T7 66 58 52 -_ [124 'i97 X48 93 88 76 66 58 52 3. =•X80*;£ ,'.�, 122,,,¢x; a116 «.it:.: > 97 ..:.:,.81 .4 S -i ,71.. ".., •120 148 91 87 75 66 58 52 -130 ?X80 ,1.. 113. :?vi %.tie -.81.1- {:71 , er6gr7 _ 86 85 74 65 58 52 1111 € d.s 93... # :81 , 7- :71£ ,• .5.60 ; 140114:::;;.X X48 82 82 72 64 58 52 } 1Xa0:. �`a..111i<;1.., 108 ,x; 91 `t 5.: e68011 :• z.:71n� 64 ". ISO'X48 78 78 70 62 57 52 ;iv X804=±..:"105 v.;?+.?.;.1]lK, 160 X48 73 73 68 61 56 52 .. -170 'Sxso,;5 +c..,99,•'.°c.: .99.. i]," 873 H:..w78.s - "..70:, r i.647s X48 68 68 66 60 55 51� 5 Zn 701(1 .t.t;FB17 s3 fr: 16x` .:Kffl32„*fr.e1].3cr:} •.TM -550:.'[.1:'+•495#». 160 X48 564 -564 -529 475 434 -403. ' N n` 2%80«s LL Q :4a Cd`�'.� ° ' 8� ' e .. .:7�, F PE 110 �XBO'�%- �3116n.,,. 116.v ;:r5 x.97 t._�,:>.81 2 n;,71_'�r'/ti 64..._. - X48 so 80 77 66 58 52 ..115 ;,:;%80 i�t�s. lllri�.+_..-•r111y4 97 ... ?:1:'.81 �"'" _:71 ' r 64�.;i• X48 77 77 76 66 58 52 -_)(BO�IiE.@.106:,; X48 73 73 73 66 S8 52 gizy98-.-rtte 98L,- t>95 ..r, •i4ti.'81 rm.... ¢:71' ! '� 64'z; - X48 68 68 68 65 58 52 _,- _.k 64-_ 140 sz fX80;1k' ..91 .: c 91 �.91 811 71 5p, •-;_, �1• X48 63 63 63 63 58 52 V ISO `-�_%80Et ,30,85,ri.,ia>4385: is ss.._,; 85slu l.k%:SOm, X48 58 58 58 58 57 52 160 t>•'X&1:4�8031 t9 ..8(1,...✓;._,801 ^z•`F•79ifi ..x J1 -,..,64-__.,: X48 55 55 55 55 55 52 '170---XBDiIr ,c. 75¢_r:.r. iz 7S. •,n'Nr�7S .� .X48 -Si..Sl .51 M Sl -� M - • FY •¢ -. .., ta 110? a95T„�. t95":?.atis%{, ..58 X48 66 66. 66 66 52 . )Mf 91Ci3x_?91 'MXBWI-,, ,:.;'sEi ;115 • X48 63 63 63 63 58 52 ,. -x%80,1;9, 87 a* �`7T 87.x-9 k 87a",t:_81 , §. 71,%7 64.:zi '120 X48 60. 60 60 60 58 52 ,tf'XBO, e.,,, 281-::rs:�Lv814,. ..; ;?x'Bl 'cA�; ;.t?81 •u2 71, :' ' X48 55 55 55 55 55 52 ' Py.•, ; E. d 140 _ X8074-57; X48 51 51 51' 51 51 51 ?`XSOWe,Z-3`a70'src! 1".s'> ;70M%t 7(.4 81, s..., 70; ".t ?f.64r.R`. 150 X48 48 48 48 48 48 48 --ii_„7f80;� 65_ �.. ✓, :65 �1:..;:65 %A fi64^.':. �0 X48 45 45 45. 45 45 45 M-,XBD'-•----r».f,62i�zc?;: X48 42 42 42 42 42 42 moment ENGINEERING + DESIGN 10530 Warwick Ave, Sufte CS = Fairfax VA 22030- Phone: 703-998.2350- Web: Wwwmsegliccom APPENDDL PAGE 18 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 CR150220i12w _ To 18: Maximum Uplift °s. - Wbd Exposure C Cordkbn - Wind speed.V Dom— C Ultimate, Wind Speed, V Rail Type Roof Snow load (pd`I r.. ." > 0 ,10 20, ' 30 - � 40 50 " i qq i- w - • o a` 8 i -X80 .:x-042 �. .;:K. 412 ti, =338-. '�'T,282;r,9 �'247�•e> 222tii 110 X48 -331 -309 -:-'-270 . -231" ' ..-202 -182-'. r-!XBO k,_9�t-079 i�.,;'' 451 �4,+ 74 273 - 3 x.246, 115 Y•,. ¢,.y?7312-Q Ta}�' 3&'t � X48 -359 -338 -29S -2S5 ' -1 224' - ` -201. 8 •• 120 --�7 NA0 a,; S16s5;,ud89 ,�`.-00$�++'?t!�i'`!=342YS�s etti�'.=299j$YS,: X48 -386 - -366 -319 -280-245 -220 .,.:XSOrr'_..,- 592 x:,.,:368 ms;75f- 130 X48 -033 .-425 "369. -326 -291 - -262 6)2 0`5.' 653* Gni?'.:547h'` ;'Y-076:.{Yt”; 7c416;7u--375^k' 140svX80..,1:„_ ' X48 -481 -481 -422. -375 ' -340 307%• :. 753 s}`4'-734 i '616 a`y 544'Y -081 .1 x�133:tF: 150 X48 527 -527 -475 424 386 354 Zn 701(1 .t.t;FB17 s3 fr: 16x` .:Kffl32„*fr.e1].3cr:} •.TM -550:.'[.1:'+•495#». 160 X48 564 -564 -529 475 434 -403. 170 X48 602 602 -585 ' -528 •485 130 41(80.7, ., 467. s,::: 5289.W 589 , 627 h,..: 659k,? .e69$ :.: SOD k ! r ' ^ ' c; LLO� f + a .;. 8 110 X48 -506 306 -091 420 -368 -- '-331- ±,L)W , i;, 771 .=771z5� ,6i75�s' li, 563,.:w gt493' '".zx'i;..g44: 1u X48 333 333 -532 -061 + -, 404 363. 120 808L_1736 16,iz�a"ri393�48fi . X48 358 358 358 -504 442 5 d98 130 --j-881•-��."'-881 :t -t{52 1%727 5`ra636(;41 '^373?V2 X48 -607 607 607 384 521 ".: 469: 140 X48 657 657 . 657 657 607 548 ' '-9'2X80, - ,,,a§-10271027�S i�=10 �i8,4'A70M'$w��4S6 fir,�� 771'x';1 ISO X48 706 -706 -706 :706 688 , -631-j, iXSO ? 10995,:-`3099,5"w1099nrr>'1 ]1190aM` ''A78�4t4""a�-880% 160 X48 755 -755 -755 755 755 715 170"14101;., X48 .80.1 ,803. .-803. .;803 . -sm -797:'.. 140 X80`Y- 4091 `461 ''Y602i f 7::660 "^i'” 688'1 718 X48 282 317 414 511 562 588 Q1 x10 'X-e'f431rL,.a'x?f467 _,t ;,r598k ,�, 1; 669 4�,1 718? -ay 745 .> •80 X48 296. 321 411 502 577 610 '.y 160 �"• X801`90- 453NR0475,:A' x(598 s'v-4":z715 s'u><2751.3A�' :775,;x: X48 311 326 411 495 580 630 ` m S Via: . pa+';;909?�!i.xx.?309 r1?ye�+ 772u1�i� 676?`1,f5.609��! 110 X48 626 626 626 626 353 . 498 ;._ XBO;e,,,,;,-953 M'us� `A53 N`tis 3_ A53 _'4i r„S45^fs €740.sib66u' 115 X48 656 656 656 656 '-606 120 •--D--�rY'•1 A972r rifiA97 aEa.o.',99733i,%r`A]3,-_-808;7"`728. X48 686 686 686 686 662 `: - 5 v.-VXBOr�-::u`.'. 1085>�7.I'. ]3o X48 745' -745 -745 -745 -745 -•-703- X80 M:; 1173 ;.: rz1173 1173 •117344W,'4I10;,,}'rc1';1000` 140i X48 -805 -805 -805 -805., .805 - : -805' . xj}X$0 s .::�17b1a4 s.:=.17b1 iiF.-1261'+`.'!`1261E F; 17b1.d'.:+-1351"n§ ISO X48 • -864 - -864 .860 -864 { ,864 4664 •X80-,. 1348r 'v748r48iW1348:._3+348 -1, 160 X48 923 =923 • -923 -923 -923 -923' .: :�zMX80�s 1435 ,kit=1435 ;,srt 1435N '=1435'�•i.. 1435 -"•,5=1435 170 X48 982 -. 982 982 -%2 : 982 .982 APPE4DDL• PAGE 19 OF 37 Feb 20, 2015 moment ENGINEERING + DESIGN - � moment ENGINEERING + DESIGN 10530 WarwlckAve, State CS - Fairfax, VA 22030- Phone: 703-998-2350 - Web: www.msegllecem - - 10530 WarwkkAve, State CS - Fatrfw VA 22030- Phone: 703.998-2350 - Web: wwwmseglkmm • Table 19: Maximum Downforoe Ib. - Wuxi C Condition C Wind speed.V RBIIType Roof Snow load (D¢) " 0 10 20 30 40 50 `• { ..� ' 130 kiX80$? �.,, 379,L:r.4 4654..2..»::5321','.<.i�569, x....:.;626; r..w695;"?.. X48 284 349 424 466 512 569 115 `t X801:: .. v401 F, 481, NYZ 54%a 583 s� .X48 300 360 432 477 512 569 .422w4Z({ d%`a,. .:ts;F564`4-55,1�597 x..6321 a 695:.; ..X48 -440 a. N 120t 316 371 489 518 -569.. . ` v 130 41(80.7, ., 467. s,::: 5289.W 589 , 627 h,..: 659k,? .e69$ :.: X48 342 396 457 504 539 569 -X80.r c4514`562x,.:,• %1615 M%V'660 140 X48 368 41S 47S 520 562 588 .8 -�X80'�' -r. <S634r.V 594 68 �t5.%642,,,. ;:':9 , X718,' 150 X48 394 427 493 536 577 610 - 1 -S.X80'n..,- 5%sbr'•d 626iUR'!" 670 -4.4kM715-,YB 7511 �• 775 . 160 X48 413 433 511 553 593 630 ,_X6(1= 170 _s'tk, 629.3. �.,:700,'42f,.*-', X48 - X48 434 441 531 572 610 646 P tX80 ;a .e 346, i•,°i ... 456. ;,x: - -:.532 69 _.•o-, x;5n4cy 626 . -t-695W - 110 - X48 "- 739 - 314 424 466 512 569 1✓ fir ^...r Q 115 <X9', .4y,357;,W.4 X48 247. 315 -��432 477 512 569 120 '*X80.::,;.367„x.."455m�_f564,.ih597 X48 253 314 428 489 Sts 569 rtX80: 130 X48 267 315 420 504 539 569 tpQc 140 X80`Y- 4091 `461 ''Y602i f 7::660 "^i'” 688'1 718 X48 282 317 414 511 562 588 Q1 x10 'X-e'f431rL,.a'x?f467 _,t ;,r598k ,�, 1; 669 4�,1 718? -ay 745 .> •80 X48 296. 321 411 502 577 610 '.y 160 �"• X801`90- 453NR0475,:A' x(598 s'v-4":z715 s'u><2751.3A�' :775,;x: X48 311 326 411 495 580 630 170 z1 k,,.,,,717 ,. EL 7— ._ X48 328 333 412 492 572 .646 •, ✓`.:XBO, " 285; 7x1 375-e3i�522%..;?:"`5691 �',,, ;1626 26 110 X48 196 258 360 461 512 569 r cgXSOV' ;>294%15M375,01..'4;f516 , 115 X48 202 . 258 355 452 512 569 t .110 .X80.'':[ix,f 302,:?,r?,{, 374 is? <`SM ,,, .,;:::597,_ �6324,&+1.695'k,. X48 208 257 350 443 518 569 - 130. X48 219 258 344 429 515 569 ..' N m. 140 }�-,'n 336,;parr 379 li :�.:.,y4%3c , X48 731 _ 260 340 419 498 578 0(80wiR.350cxa }384in:+�>�a.`:492..5tif 600 _n'".?•±F708:,N3, 2.745': 9 X48 243 263 337 412 486 560 'k 4 ,rtz. y • _160 ,.X80,..na A3>3ar„�a 390?a�92�593v'4!i,695.,�! 775`:31 - X48 255 268 337 406 476 545 V 170_ _ . 589 a;685z N.791C).. -X48 269 273 338 404 469 534 moment ENGINEERING + DESIGN - � moment ENGINEERING + DESIGN 10530 WarwlckAve, State CS - Fairfax, VA 22030- Phone: 703-998-2350 - Web: www.msegllecem - - 10530 WarwkkAve, State CS - Fatrfw VA 22030- Phone: 703.998-2350 - Web: wwwmseglkmm CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDDL• PAGE 29 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION APPEIDDL• PAGE 29 OF 37 CRIS0220112W Feb 2Q, 2015 ,CR350220112w - . Feb 20, 2015 �+ Table 20: Maximum Shear ((b.)-' Wbd Exposure C Condition " Exposureate C Wind Spred. V .: t Roof Snow load (po)Uni. Rall Type - 0 10 20 -=30: . 40 50-' y 7 r 'X48 ' ,. t • y ~ w ' v yXBOvin"S"k31t 135 X48 -361 . -350. -300 -267 -� -24354:-• -220: Y• XBO.i,W- 36-01r`t-,1S2,.a"?`; 2231T',b�°i....267T4W.t- 5i rb1*,339a„-':. 110 X48 27' 114 178 ?-219 - 250> :.- 278' ` "m'267a:•w`305 +,'fka)ati339st 115—X80,..,`Yt35a��x"151J/✓•I}-5273s X48. 26' ' 113 175' .•.219. 250:..:..:.278. 120 r':..`��'°`-35„ "fin -,-149,.3 �,222(i'r+46 267a..�i•w`t'3053:¢F?"i,',3392:z'`: X48 26 112 173 x219.. 250 . ".278130 - '`�gg'X33__•-`'',z'-X146_r.t,'l218'ls:A,1267,� kW,305 xy1-339�V X48 24 109. 169. 215 - 250 - -- 278. -. ' )(80:z<?`„ ia. 32?..#t•;:y143:r"'.^�-OU14-� X267,?4r,-,V305 140 23 106 165 210 3 249 278 .�.-:139 i:CA,_209`ss„Sst26S,ri 305i?1+1,1't339'>} 150 X48 .22 1W .'161 206 245 ' -M- -'-yX80t,�i 'cC305'? ,a�d35VXe 205c W4+ '.•%l:: �A' 305,..-339fi;; 160 X48 21 94 • - '156 202 -,241 • 276 - 170 X48 19 88 152 .. .197: 436 :M 271" u ' Np rO: N 4t, : O� . k - c 0 z 110 i XSOFl,�-'?+C33LW�f, .s6149 ?^'s;223 a�''.3 267,1',.�i.4R'305-+.; 'x339 . X48 23 103 178 219 - 250 278 )(80 �, x,.!'31#.f3„}; 143.!?�xd;,223 a- c'�r267r �,y305:'tivi339.3;',°,�' 115 X48 22 99 175 219 .. r 250 =. 278' 120.305��*,^t„339:'`_ X48 21 % _168 219 17SO. 278 ' 130 �, X80` "�:?z28�¢•z 126-lee.,`,rS218f,1X.�267. 3052n,I; 339 X48 . 19 87 Sss .215 250 • :: 278': v X80_ 1 :e % 4 117 ?209 r 267 3 305 + 3392,, 140 X48 18 - • 81 ^ 144 207 249 ,; 278" r. MO_;,;m.& 24th.F'.,;¢�,e110n�''g`;195�*-b'i?265.0 s'eW305 339L 150 X48 17 - - 75 '-1M 193 " . 245, 278 . 7fBOk��+„, -��•73„rY;.:c:103u�. :183'k'li'�261'�,,r •s 305 5339','t<'a' 160 X48 16 . 71 126 ,'+181 236 ..- '.276''' 170 —`%BO t= +'9't21'p't�zf. X97 srtsn.-:.172',Ea?c>;'y'r2jq,-; ''304?2; —339..1`!; . X48 . 15 56 .118 .' ' 170 ...... 222 :. "271' .. 110 X48 397' - -385' -329:' -291 "-263' ':`237 �.•• 'a - n itnXBO ."-w'� M,'-,A,X123•�. 219X�.>' . 110 X48 - 19 85 ••151 217 250 278: 115 6 XBO'426-.AiJxr-".ta%1184'.-��.:¢209V`3. %7 •'9305' :-,d__.'*.+t339'9^,^,€. X48 18 81 •.144' 207'- 250...... 2781. 5'.x,'U. 3} ''•'":'�' ia7.r"133£iiS�a'iA44201b 3`542677NY305-39 25 : 120 X48 17 77 138 198 250 278..: ")OI04 s.. <iC23--,WN104+,,., ': 185xx3`i266MW305Me 1 339 a1'•' 130 X48 16' : 71 Y.. 127 '. i. 183 < 239'.'- 278, rP)MO, 1?F• 21,-, ft (97 . ;1723'',x."{5 ;247?'ZQ, 305;i„ &''s 339,.:x' 146 X48 15 66 ;-118 170 221 273 )(901 r, c2OR;;6" 490_XM16O3E 231124x339r0' 150 X48 14 62 110 _',a `158 206 •.255 - "_X801:::_x'"19.•.".:'-Swg84 ittw`:11150v.216,,.:s +,282%7..39.' 160 X48' 13 ..58 :. 103. 148 . 193 ' .- 239': "r X80:':-r"17��' yi80";,1422 k:.k204�t;i266 "5.328,Es`r: 170 X48 12 54:.:1 97 ' 139 moment ENGINEERING + DESIGN � - moment ENGINEERING + DESIGN 10530 WmvkkAve, Suite C5 - Falrfax, VA 22030- Phone: 703998-2350 Web: w Mwslkxem �° - 10530 WwwkkAve, Suite CS - F drfM VA 22030- Phone: 703.998-2350 - Web: wwwmsegtkeom F ,t CROSSRAILMOUNTUNGsYsT mEVALUATION '•APPENDIX: PAGE 300F 37 - CROSSRAILMOUNTING SYSTEM EVALUATION APPENDIX: PAGE 31 OF 37 CR150220112w - Feb 20, 2015 C1;150220112w, + Feb 20.2015 Table 30: Maabnum U IG - Wbd -um C Cotdblon ExposureUtdnurc C Table 29: Nkilmum in -WbWExposure CCondition .. Roof Snow load (pst)' . RaRType 0 10 20 .'30. 40 50.... . _�Doirc note ' Wind - Roof Snow load (psf) 135 X48 -361 . -350. -300 -267 -� -24354:-• -220: zX80•awzw_: SI8t6M-d C- ss: 09 ��+�. 359.azx� 314i°s t; .283"e; "5- ._.i C ".Speed, V R.IITVpe ..%80fi,_}:;ab70: �d,71324 Y`540 W -480:,,$ -036n„ 992;7^, 140 X48 -499 -476 -420 380 349 '+:--325 x804-',:? 750-t.,.rM1'-7DSr3..'.; 08 d2 r 343k�: -494 :_=4Sit�^s' 150 X48 -542 527 A69 -026 -394 -368 ' '2 xrlo t k);. ''ss6y„�„'�;::=515,5"'," 160 X48 -585 -579 .519 -475. A40 -412 - 0 10 20 30 40 50 X48 .627 627 -568 -522 - X86.'.. .AS7 ' - ��.•. 1 110 ,1 X80 • ,x.7£115.:..:. 108 :icr:.sc %. , ;?�. ;77 4t- .5.:r.67 ? �.•60:,,:: .7 )(801��"69 At 536 .:' -x:447,-?„y'*,'FK387, i? .gs,339 Yi 305x`+” 115 x48 a% •� -413 .-354 -315 -287.. s''-2(50. 120 �. x80 Tlf 61z pcyxi=-577 '}'.�-484 24-' 71 e`r?3=334:n'i< X48 359 -443 '382 341 311 1285 X48 86' 84 71 63 57 52 130 7(48 515 -502 d38 '394" -360 334. 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