Loading...
13-1045 (SOL)+'r T4ht 4.4 P.O. BOX 1504�� VOICE (760) 777-7012 78-495 CALLE TAMPICOC�SFAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/20/13 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: t••u�t�cs�iva. 13-00001045 79625 VISTA 600 -020 -054 - SOLAR CORALINA IN BLDG COMMERCIAL'PARK 19000 Architect or Engi t44- ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of pe ' ry that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 oft Bu ' ass and Profe sionals Code, and my Licen s in full force and effect. License Class: B/'C'1�0 C46 ense o.: 872 9 Date: �/Aantractor: • Q -OWNER-BUILDER DECLA TO I hereby affirm under penalty of perjury that 1 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 licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 o the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by 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, the building or improvement 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 of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 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 ISec. 3097, Civ. C.). - Lender's Name: _ Lender's Address: Owner: LA QUINTA HOUSING AUTHORITY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Contractor: REVCO SOLAR ENGINEERING INC 26631 CABOT ROAD SUITE B LAGUNA HILLS, CA -92653 (949)367-0740 Lic. No.: 387219 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 STATE FUND Policy Number 9003164-13 _ 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, ifelilaould become bject o the woikers' comp sation provisions of Section ��3��70�•0 of the La r Co , I shall.fo 1 ith mply with those pro i ions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVE AGE 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 Director of Building and Safety for a permit subject to the ' 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, indemnify and hold harmless the City *of La Quinta, its officers, agents and employees for any act or 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 I have read this application and state th a above inform ion is correct. I agree to com ly with all city and county ordinances and state laws relating to uil g constructs n, nd reby au horize repres - atives - of this c my enter upon the above-mentioned pro rty r inspecRon po s. ate. Z Signature (Applicant or Agent): _=+ LQPERMI-T Application Number . . . . . 13-00001045 Permit . . . . . .. PLUMBING 2013 Additional desc Permit Fee 11.92 Plan Check Fee ..00 Issue Date . . . . Valuation Expiration Date 2/15/14 Qty Unit Charge Per Extension 1.00 11.9200 EA PLEG WATER HEATER/VENT -------------------------------------------------------- ------------------- 11.92 Permit . . . . . . ELECTRICAL 2013 Additional desc Permit Fee . . . . 23.83 Plan Check Fee .00, Issue Date . . . . Valuation 0 Expiration Date 2/15/14, Qty Unit Charge Per Extension 1.00 23.8300 EA ELEC APPLIANCES, NON -RES 23.83 - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - --- 7 - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - Special Notes And Comments' - SOLAR WATER HEATING SYSTEM FOR COMMUNITY POOL - 768SF COLLECTOR LOCATED ON ROOF W/BOOSTER PUMP AT EXISTING'PROPOSED EQUIPMENT LOCATION. 2010 CALIFORNIA BUILDING CODES. August 19, 2013 4:53:37 PM.AORTEGA ---- ---------------------------------------------- - ------------------------- 7 7 Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, ELECTRICAL 23.83' PERMIT ISSUANCE M/P/E 90.57 PLAN CHECK, PLUMBING, 7.15 Fee summary Charg'e ,d, Paid Credited ---------- -Due --------- --------------- Permit Fee Total 35.75 .00 .00 35-75 Plan, Check Total .00 :00 -.00 .00 Other Fee Total, 122.55 .00 00 122.55 Grand Total 158.30 .00, .00 158.30 ­LQPERMIT Din # City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 �2 Building Permit Application and Tracking Sheet I Permit # Project Address: 6 V1 SOwner's Name: � "� S O A. P. Number: V Address: —7 S t� Legal Description: City, ST, Zip: 2�3 Contractor:Telephone: � ►� I Project Description: Address: Z City, ST, Zip: D O Telephone:�`O � t State Lic. # :3Q Z1 City Lic.:.#.l.� Arch., Engr., Designer: Address: City., ST, Zip: Telephone: . State Lic. #: Name of Contact Person: .e Canshvction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: c6 ZA C. Estimated Value of Project: cx) APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Pian Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2p1 Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctio ssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees' TH CORA MOUNTAIN SHEET INDEX in TI - TITLE SHEET ARCHITECTURAL NTS SITE PLAN AlAPAIRTM STRUCTURAL H ATING S ITH TYP. CONNECTION DETAILS S2 - CONNECTION DETAILS 2 -R-M-ALPOO SYST M _►3.1 CITY OF A QUINTA BUILDING & SAFETY DEPT. APPROVED CONSTRUCTION SMALL COMPLY WITH 2010 CBC, CMC, CPC AND CEC and FOR CONSTRUCTION 2010 California Energy Code and CEEB and City Ordinance DATE 8Y GENERAL ELECTRICAL NOTES CODE INFORMATION HOME ' e 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. OCCUPANCY GROUP R-3 TYPE OF CONSTRUCTION VB ` 4 — — ' ; ~ F / 2. EQUIPMENT USED SHALL BE UL LISTED, UNLESS STORIES TWO . FT. S 2,279 FT' Q y_ OTHERWISE NOTED. / ' I r ` 1 £ `J 3. E UIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE. PHYSICAL WORKING SPACE AROUND THE - '+ '� - I e b EQUIPMENT AND SHALL COMPLY WITH NEC./ 4. COPPER CONDUCTORS SHALL BE USED AND SHALL ��'gE—= til ? = ;;, t ROOFING INFORMATION HAVE INSULATION RATING 600V, 90oC, UNLESS OTHERWISE NOTED. ' . F . '•..�-�1 I r� Int - �V' �Ir`�'I 5. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACI'fY SHALL BE DE -RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND EXISTING ROOF • ROLL COMP RAFTER SIZE 2"X4" RAFTER SPACING O.C. • 24" ' I -T "=� ` r I_, ` i o '='i '' I lX / (- VOLTAGE DROP. 0 RAFTER SPAN 12' 1!' 6. EXPOSED NON-CURRENT CARRYING METAL PARTS WIND SPEED 85 C II 41 I �• /3 ! �� SHALL BE GROUNDED AS PER NEC. 7. LOAD SIDE INTER -CONNECTION SHALL COMPLY WITH EXPOSURE CATEGORY WIND SPEED o 95 I� _. , M r, _ o I`� C t NEC EXPOSURE CATEGORY LA 8. ALL ELECTRICAL CONDUIT TO BE METAL CONDUIT �f: ARRAY INFORMATION ALL EXPOSED PVC PIPING WILL BE PAINTED OR LISTED AND LABELED SUNLIGHT RESISTANT � �' ? �,t–\ - —II I I ? �, j �� c � �`�_ sl r �cf- , /��• S 1 M II ..r ,II t� � t, i olL, q_ ALL PIPING SHALL BE SUPPORTED AS SPECIFIED IN TABLE 3-2,2010 CALIFORNIA PLUMBING CODE MODULE WEIGHT w/out h2o 12.20 LBS.!.P MODULE WEIGHT 46.00 LBS. 3 < % /S\� I MODULE LENGTH 8' 41 - y 1 �<% `z s! r �f - MODULE WIDTH 4' TOTAL MODULES • 24 c_i i fj `= -� J ✓ 'Y yg/ r% ?'\`' a i'4i. , 2i r; - Y� !j� •✓\ +,;;.I�y` h I,� - f � s� IFS �i"�� - SUM: MODULE WEIGHT w/out h2o 292.8 LBS. TOTAL INSTALLATION AREA • 768 FT= �, t 4S;i „(;,�x, sy`c'•�, J ;� _ 4` �! n`; � *: I __ I I� -- - I7,' t ` I t t FF 1 ; rr T � r .� r ���� —_ • I� 4_1= o� �r • DISTRIBUTED LOAD • 0.38 LBS/FT's SUM: MODULE WEIGHT 1104 LBS. — = 71 ( I rL t� 1i w/h2o 768 FT= TOTAL INS'fALLATIUN AREA • 1 DISTRIBUTED LOAD I A4 LBS/FT \ r h —I I ' y^ � z_', e ` : �� .[ ; �jr c• 4 �, "�i�eti 'Lr, F i.yI}l_a--t ,•.i ',-•' �.7,-__;I, .ri "�.itt.$ ,r -o'` _ -TI-1 _S.E�.''•i�~ ,:�._iir'.Lf-_q•-0i^�__,.�.'"GLtyi�i_•,r-..arti� •: `.'•� ,�•i,'.��.•YF�I. `��.f` `1r-t,_,#r'r -';^- - ' �c, ,,;",,�.,_i,-�.`;fi•.'ac .r. �.�.rte�.r.ia�ji,ia._ r,'{1,rt jM t!I•'..L,i{+�� �('II,,�.�({S F•• -+•t— . . �-- . + -1.. •.-r ,}`'!p?a Ll�w .I; ,',_I� ,�+I���'{�rIIII �i{ff�_i ' -" i."t-�_.. ., ,` �^L r_ -A7 ~.'4•1.,!t{w•.YFe{`tj� � (�t�[S"hi8}•�k'.. rJ ,!i,'t1 ' . :Ir - � "-,+#��1 1�, - '1) 'f l -t .�-.•_-�.�_�s..' � _ j- -- -1f3.er^•-E-�.-.'-+r-';G""i,rt.Fr_x�;_'-., -+s.t.` -•. 4'• �:-}i .a+�r•-` ',:sI-tI iIII.. _--;�-'r_.a;-r!.�1�4t4i:T!I�a.vC< }�l- `ir I. .- - �t+ �'_.f: -;+ 1.f' 1i r.4ry!1:.^ .. .:.o•3yi-. •.�.. „ .t-s�j• r,.. ®�~ ®`••I`r._�S ...aa�fi'�•'srr's '�.S 1'.' ,.•a-.R��!rr0%�.f~•yf��!�rj���j�' t•-' �• .. r ' " 9•�'.t.of3�: •rrf -+r ,r 'rr'Jy` t.r r ;'i`r+t'.! �• . .r.r ,F'- rr °•da.r,r�i�`rr'• � t�rr'f .rri ` r r.,��'r ,'r�ri:,r • r .� i!�.i��r''`s3yN'.!�,'rjrr-'r?'r•,-•7� r�.._r.-.R* f� .r'f:,r .-r. c-.rJ�'tr�r� .' f -r Ii f•_r.x-ry,� '.=yr";�.j •w }:afa} 'r.�-� �- 'f,�:,:r .r.if.;rf,1r#1'.rf sr ','r�.{{r `� •'� •dy✓ 'r"rrrr• �'r �fr•°rr'r•'a'r •,..�r'..�IJ �,fjt°a-�.�F�{r`rtSSf', _fi'• 'f`f. r• r f.'}_,•rff-� rj_°.f1)--t» r•�iY4 7w%r • t!,r �`•r'�{ -g.f-f'_� 'r ,' "raf '•l•.�•lcf rt4te: dlA�,'Tir'r,r y'r': .I C ?°•J_,�i ---_. ° r ,�p:"t�i . rf!,rrY.•�frr r.;s•t�rf -''''�•�F•:f>•. `Iti:✓r r��®�'L}' `"`i '•I•.:.r Y=r=].r .!-fTr.rIr*r .-r{�r •~ . r:Y -,•,-� } r-r—.�dr•1,�..t .lf°l!a:+_s °ra•t 1. ,rfft�tFr�.•'., :Y.��,f;!r +. .f , .a''••r' r.',,?t�,'f �r�= 'r'r`r:tt.°, rr•?' J�rf' t''r,�.} .-•� ._• ,r •y- � r-.• r �-r` ''* rt e�-{�',.; • � Trf.r,.' "}���rv+J' e°r�jJ• r:'� r _ ,�r_.` f',:}`r+. �y: �y.o�,.`�• fr1;di`'' d�d `armrfe'' �i :'`�' -e'MO,••ff�_ •�f�{ s�f.c'ry•j ar:rrr'vrF�f+,^r:-:''.+_�F,.r�f.'rrt.;r r'.p`•I•�=r'°�r!f -'.-'l"r~.'r'�a.s •fr.,.�'�'f,rf-f -'+,'f',�`•''s•fr'. '•''.l,°f��rr. .`�l�_! a•.Jr�rfla�f S'°. � •f'�f.,r' .��r,,:• {F • ° r•.�aS:fi• yrr,,,�°� !�► �,!ll`- {' L�;�� ,~-t+-,f-�f�r`rI ti;et ./•r'Yrf#:'_`�° r '- SJ �i '4`{r jrAi.° -..~ "•'r�fr .••f •,``{ _rr•. •rf•f�..%,' r-� �it�•'Y!r�°zr 'f" - -.y ' :• c, :S� -,r°1 ;r'':':!',rr r • '_ te' . '''...'.?�• 'ri*,°1'du.��ra-1{!yr_ "rTf,rtF�.•X`k+'_r •,fy�•j•t.r�f•. r,",�rfi,e,f .�,�f: ' .F :-�`^r.�arr} ''riC• r.1 i-.{'�c.• ttf�r,1l,J.�d.rf'�tr°rt�'=�a+r �r ',•`-,- ' • r ' cr,� ,r .r•t•..aJ*r.d.'r ..-•�:.,' �t¢r�,•` ,.r !'= +"`^,'r:`{r ,°�rfr�� �d;•.wt. .' • .Qrr,f `Jt• rr,�r °=:d'.'�rI''v�f ' �.�{r'r_°•',:�-.'y:- f%�•�r. •rr r� �-,.irrr,_ 't c•.�f r J °f��• r"' l . ` '-I 'd+`?.f}F,:*•,xr~�.f�,,!•a' ` r ,�"•�:Jivl.-i1r �rjfErf .�s ��r�i�r'rr-�!1{•"r �- .' r..' rrrrr` (F.��_r-X '.� „'f•lF i", f� yrrli F- �r,�'r :}:dII'h. •yf}�iWi"fr°i.' °•tf 4,�° rr�ff9fsf,�;°fr�•a- �f -''ee.f-�+ vr.pt .�: ,'•+ �jif. ,'r' .r:r fi r`'r ' �r drrf•` •r.�;•f r-{rr -y�..,�R •"c:l°:: °��j7•t r,`t!: .• i�:r °rf `r;'°� ti.r•-'; ^•_ .••_ ,-. ",.'1� {!.tr � ��®r�-T ' •.' � : .�.`.j}: i J ••+w��.•°;l` °° l __ -+,_ 'rF ?t'•,_,. f,!,J�p!,f1�rrr�',r '�o-': rrr:`Xf'! .�'rt�'�I• f:t ifP �°.':.f�� '•`� '• {��, r `r '` f•.ll.''-rQD��i1P#S''L,r '4rI-'' ^,.'cfj;f � 'trlc��rir�i•�'f_r.cr '-.F•^7�r.p.F'Lr'�1l '!•Y{{fr_��- . '` ¢.d^°r .p�a�t`r- �z�s"r.• ,'•J�"-,fc'r -, -f'iLrf.' f }�l :arr� ,`r'`•}yr��='er :� l,r ••' L 1y( {' - f ra}•' .,rr .p°',�rPr rp4' �_'f ;-r�,ii•rrf,'•-I'+.•Fd +�J"1F`ts1-'r•f :3` x'.r `•'r��r�.i..�bT ro.f.A?�3'-.'.-.-`l.'r _tr{r fdmLr ,'•��`,��"- r~�r.4`�'__t.• . �:Jd.'Ftif-a� jf.r r_ ,qi`.' •., r,,�if jt1-* 1 � rr•rt`•i,�i:- .f �:} iiF-`'ryp..! ' �+.r'fiF•/,�.'�*i �rt,;t`'ra�}f .sf`°:' '.f.ra�f f,ff� rlf'9rrr`r:r•r:r.rr'ra��,., t.•'+�"•'`ti_trR' `�rYlr'S k,p�," ; C r.rrYri� f, -rI •• A°r�•,•. Il,•t�r:•r, "if:�'1t.1rrr{{•1f.s`1r •f��,•'��ri_' r11 �}S��l:r�ifr1'i� ,rr{+Fr4irrrjj /�'fl .�' ,,`f rrf'.7•. `1 t :�;•r'�,•a'.fif��•�!'-'.'''li�j�'�gq�p!rer+ 'rlr ! �.r:•.•-"• �t:r_•r•:, tv. ` ffrr'•f.,rY,r-.•ia rr: _t. SCH inside wall ttruss, 1406conduithrou h the trusses & to"snide of 2np,n�{•6:�.r�itF°F,rir(•c�fr r1'FIr •te'r.trf .I,�;{�.f! -i '�,r,� � f1 t:.•ir.er..,r'.,.•t rr ':,'�tT,°.',r�'�r 'f r , t! ••,i�r�{'� .r`r} _ .tr+a�#�r .rj7•� �•...J'f°� .�,ap J:1ar tr�}'4�f''': �.?'i ,'-k..lf :st:rfr r{.t rr �-s•, i. �•e� r �•r{ r�.t�r;• {h.f•rKIrrr ti•,°,r„�.�I.y .*- �r`.•i .',f-.fr.•`ir� �1,t�.,y.{f•'f �,�,r-• e -.Y r•r.' '•;'' °.' !•- t ...`:�••.nd•_'`.y'.�• - r'°fr_.F.',—°e',�, ��� ,�:, }®•'{"®• ' .��I -'.dr -ayf�f'�+r�'rr.. °`� �•t/tf�i ' .e t:rra��.`,'-� r C• { ' 4.:•r•., �,'I�•. `.f.-.! '''1r:l"���i-+.ff�'L`r r'..'.:'r-�r.:.z r. ; '�y:r,.-•1r'-,y,'" -jfv' l - . � �r'xt'rt'_�t'• r , r''.�`• .••:'r�.,=''+`.c.' F 1°• 'rJ!.-'11r !°:s'akr-�'r r: ,��r.vr°°.1e'q7J �dr,'�1+-xrF�i'�rf�-{Sa'm'�j.sF}fr � {.ir '`, �'t.`zr � s.,�:: .� ,rr, ti-•�' -`�'rr�rf i,r�r!s��'+•',� + �ft.r3'� f�r__Fkfrr,. ; 't ' rsr .�':._+y=ff"�'+"��rr-°f ��1,�,1r�r'�•t�vY_` .t,•�'';r.r'r'>°`��t•o� : �r-�r�'ra�..l•.•''y4- �r f':{'`.'lfi-,,;?t®• {,•f3'•,�,�, r`,; �°3�a,1J�r1*'If r�-,•ra'r.� r` °'••- ,i`ypr, •�''!.r�� t"td`•T,•r �''r'tr� �.ray'.fF Fi;rr..rr" tckY� .tirrJ'r1••: tiJr'r J;�ffD,; `r.'f;"-r_ .•I�r •Fi.`�- '!{ �� -f+{ A pose Poo EQ. 4 ,'�P,.y-�f .'�Ar�,"f�'_r+_ . r �r,I� •��--rf .rTryr fi` ti.ir�r ,y�."�;•r�tik-a.tr-!�f E {:.'-`f._y�rnrdTr'r�4f;•+lt-rr'r �r. ��` .r• : f�}rr .`�i/•'fi.' .., i # 'i),r- f ,��i �,�t.l,rr" aJ}���`-,t.r° �f-.r . ';r`-irr-`yj{,°,*�' °._r;_� ''•'f`�fJ.tf{v- 1-fr {.,`Frt'w-?f,r 'rYyf`:�r '-:r,�,;��.'';:' .;r;,rr^:'r.r _.}!... `fr:Fr-orf��r-'r} �_�'��"'�} '. '.,_"_r'•°�•�r.-'r . •°°r -J_F' .•0r}5,-ryf{ ..' `f, ".. `."h ~' fi.�_ r`r'+s•....r}'da ,' f �:r�f•_.N`t�' .�f+]•rlY4, r,4 •.pG.~er"1�'. '•r.Pr f''tiIt,''•a rkT.►`�,y iltI�4 • '� _S . k� r't.om_.{,•r'''#y''1rz`s�ri' r•�f*'.r�.'F��Pf..l4ti'J/13{ yaT.�ia 1�`x .� lr�,.•'-�r- r dr3�f�5FIY � ,rI/ - +°rrY�: ;�`'# r-r.�� F-:trteI Rr `trti��,err rr,•;,:'rr,tJd `•`•.,`•`�•` .`•'�r�Yo' �St,'f•l'•r1 {.t'..t .r rr�#-Y�':te•h�ur`,I'J 4r.}„?r1'`I'r�, � .+`,:f.1�r-r''[�L`r~`i e :•iFt -'�•ti;'11nt�:' •r *J -';,r r'JF•1t� } . _'4 -L fi 'es�msf} {•r�•�• r•:Wi_t1�'.yh�'t•L' "r ,rJ,:sti '".° r. t •:YS#� r,r�ko^.!d. .r �„•r "` ."6:-•.=Jrar •i'•tt+�F•,.��,••�ti` �rl`dr{�s` fy�:Y, � �_:fd:i a• s'`'5-�•. ��j�`�i�C� �ilI•g!i�.,���r! ,C '� `' �1♦yIIIlIf%I.f���+ .�.d-"-�'J�ri�e:'b-7-.-•rTii�Y.�T.�;?:�r1�.:i-r�=:•l�y7 .ey,•t,'Lrtr yt.C-. � _ .._1om Ci_9'0 1 '' P_4(7 1 17, -0-i- ` L% ® �4 5;11A. {., ST Clamps EP I— CITY OFLANTA QU otat8OPDc QVILDINETYDEP�-,,'L .�lft.-ry.� '- `1 1�y® ® E® UCTIOYs� �r6'���yi•�r�i1•�iI'S'. ,r }r ,"�• yF.1if . t--- ti�.-;.a-i�.�'!„�_:? � }�ffiFa•lri. •l 4� Yk jl;13 yrr i! PROPOSED POOL HEATING SYSTEM (2PA 4 . onexistinglroof "ll . fi f�-t ,�54-.•'��!_. � di It j it _p vidar�Cusobf 9 _ ,- r--:.l-J -` It f N x 41 - NW 1 01", r—`n+ `.5 rf t• +F�•"°�r•.y1rs•�y1r•0 r-: �i_'.y•••-.- - k�. •-'ta •+`'q-t.'�t:��.. ' ►.,-:'. �•t.r. 1aayi { < ,- .y°. -. is.'tiy�l�r 1� �j!Fx1[f '. � - _- `- - -- - - ---- - _- '-L`---® - -® - - -s..•r --- f Ir -, •i • •� 0 _ .-� `a;rf 4 � t 7"it`' ) - 4-Y � _.-. r y �-• t .�. � -. � --.. 1 ` Cr 'C I 5 "7; ", -(•I . A REVCO SOLAR ,a Engineering, Inc. . CSL # 387219 - Class: B C10 C46, 26631 CABOT RD Ste. B LAGUNA HILLS, CA 92653 PH. (949) 367-0740 FAX (949) 367-0338 PROJECT CORRAL - - MOUNTAIN APARTMENTS POOL THERMAL SOLAR SYSTEM, 79625 VISTA CORALINA LANE , LA QUINTA,CA, 92253 ISSUE DATE: 8/1/2013 REV.:=DATE:ESCRIPTION: BY: CORAL MOUNTAIN APT5 MERIDETH MADOLE 79625 V15TA CORALINC' LA QUINTA,CA ' 92253. TEL(818)-244-6900 DRAWN BY: CHK.:=APV.: MR MR MFI F1STAMP: ^ 7)_ SITE PLAN .: =SHEET NUMBER: SHEET NUMBER .� .���1�.y3. �`�^1='�� r„��'-�,3ti�. Q+3���•��1:,.i�-ti's'` �-��?��.>�+�t-+�.,�.���� -i�.��t"c- _�'T����_ __ P �'�ri ,- `_ r� '3q�*s"t, },y :'�uT ,z �iy*� a. '•YL°�. *' i �+ztY�".: �i,�{r���':?�t'�', }..h���� „ ��#o' � �� °�r,�_' F L �. +ss. .y k ' {' " i,,... q -r. Fi• i- �a '� >41nC+' + 3rr.p a; -�'• r `4 iK 4 r'-° e x c`�= jE M t```+i• yC ##..� t •� Notes: �r,��t �.i �e, ,\ �Y �•ik t ti •t. +- E ''j tyA _ ..�+ �i ��� - JY :F'+, iL 1 '�. � �, � � —""�y, .'Y- - '"L -. �- '� 4 '.'�• • - r ..a' ~. b� r r a: - s� �h�}"��.�0. a ;, a � •� _- G The Contractor shall provide a written letter to the building inspector stating that all r - - - � ,� , y w .�,�: . -•. + �' G :�' ���, _ � s; inaccessible structural connections have been installed in conformance with the r :� ';T requirements of the approved plansrc' R••_ nk'rx _�.S•�.,......:r. ;+.:` v r ;•sYJ'�. ' �' rt[',,, y,'�. .y x.;sw� '�"` . \,.. Lt r~`v�*�. 'ix-' • _ - , j�'w-_ �� r•+ ,,,,�`= ~ � f ' • .;•,� a �: ,; �x f�, ;�. •,,,, � � f .^r- .,� K _, . ���,,���- ��..;�`h.���-�• �.,. i�� �, �xy y - - _ - A smoke detector, approved and listed by the State Fire Marshal, shall be installed in each =¢�'. ; ; .� F " < • '�?.y7ny �*' '.,2 yy- - 9 .� _� dwelling when a permit for alterations, repairs or additions exceeds 51,000.00. A battery �*.> - iii - - - - » _ I , i ,: a� ,J ' +l,' K,.J.t' - rt •" `C =RM i'�t, i 4.. �`' to � � '" - '� , ': 4 . * � t: x�.. - ''-F, �+ ;�•;+- < �'>" -•'��, r „*' T'i k powered smoke detector satisfies the ifk907.2.10.2 e re uremznis or a smoke detector. P 9 ( rti / �`+.. • � - ~M.� r -rt - i r . 'p. i. , t� ",F' a r �4�••,JX" F� } cr- � '_�s '���L"� �.,y ������' �r -. ;E± CBC) = F r e �y;+'. �- - - , . F 5.5,. •.� �:i�" !� '" o � ,�'. '�j _ k r� P.,c;.> - 'i. `r �.• p : a • Smoke Alarms shall be provided at the following locations (R314.3 CRC) a. Outside each separate sleeping area in the immediate vicinity of bedrooms. r k b. In each room used for sleeping purposes c. In each story, including basements. In split level units without an intervening door w. between adjacent levels, a smoke alarm installed on the upper level shall suffice provided - that the lower level is less than one full story below the upper level. d. Alarms shall be interconnected such that the actuation of one alarm shall activate all alarms. e. Alarms shall receive their primary power from the building wiring with battery backup \ ��^ 0- f. Approved combined smoke alarms and carbon dioxide alarms shall be acceptable. A carbon monoxide detector shall be installed in the specific existing dwelling unit that have J SOLAR HOT WATER SYSTEM NOTES repairs garages or fuel -burning appliances for which a permit is issued for alterations, 4 - repairs or additions exceeding 51,000 00 Listed single -or multi -station carbon monoxide +•* alarms shall be installed outside of each scuarate sleenine arra in Ihr immrrii'JrP sririoin, I. THE SOLAR HOT-WATER �TC_4 5NALL BE 8Aa^"] A FAPCn SUNSAVLH S5St6U., of the bedrooms and on every level of a dwelling unit including basements. Combined j - - smoke/carbon monoxide alarms may be used. The alarms shall receive its primary power r 2. THE ENTIRE SYSTEM SHALL BE COORDINATED WITH THE SWIUMI.NG POOL t'aNsmUCTION DOCUMEHTS, from the building wiring except it is permitted to be•solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access 3. PROVIDE ALL PUMPS. PIPING SYSTEMS (RETURN & SUPPLY) b means of an attic. Show on the 8315 CRC ' CONTROLS AND MATERIALS FOR A COMPLETE AND OPERABLE Y plans ( ) .. SYSTEM. - .4. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF Applications for which no permit is issued within 180 days following the date of application t�' : � , •t' CONSTRUCTION DOCUMENTS FOR THE ENTIRE SYSTEM INCLUDING . shall automatically expire. (95.7 GEC) HOW THE HOT WATER SYSTEM CONNECTS TO THE EXISTING POOL - _ EQUIPMENT. r S. THE CONTRACTOR SHALL SPECIFY CALL MATERIALS, PIPING SIZES,Every permit issued shall become invalid unless work authorized is commenced within 180 • HOT WATER TANKS, PUMPS ETC. AS REWIRED FOR A COMPLETE �_ days, a successful Inspections Is not obtained within180days, or if work is suspended or AND OPERABLE SYSTEM. abandon for a period of 180 days. Permits which have become invalid shall pay renewal - 6. THE HOT WATER SOLAR MODULES SHALL BE SUNSAVER ,14122, OR - fee 50% of the original permit fee amount when the permit has been expired for up to (1) , - 1820 OR #818 AS REQUIREDTOMEET PROJECT HOT WATER year. When a permit has been expired for a period in excess of one (1) year, the renewal REOUIREMENTS. - fee shall be 100% of the original permit fee. (95.7 CEC) 7, THE MAXIMUM WEIGHT FOR THE SYSTEM SHALL BE AS FOLLOWS _ FOR EACH SOLAR MODULE. .. , Ir✓.+., 0622 16LBS WITHOUT WATER & 52LBS WITH WATER. C J yd. #820: 14LBS WITHOUT WATER & 54LB5 WITH WATER . _ ALL EXPOSED PVC PIPING WILL BE PAINTED OR LISTED AND LABELED BBIS: 12LB5 YA TF:OUT WATER R 46LBS WITH WATER - SUNLIGHT RESISTANT 8. THE SttSil:N SHALL BE DESIGNED SO THAT WY,t]V THE SYSTEM IS t - OFF THERE WOULD BE NO WATER IN THE SOLAR PANELS. ALL PIPING SHALL BE SUPPORTED AS SPECIFIED IN TABLE 3-2,2010 ' 9. THE SYSTEM FLOW IS RECOMMENDED AT A MAXIMUM OF B GPM CALIFORNIA PLUMBING CODE PER PANEL AND A MINIMUM FLOW RATE OF 3GPM. PREFERED ., FLOW RATE FOR THE SYSTEM 15 4GPM. REFER TO THE FAFGO �•-,;t, DESIGN GUIDELINES FOR SYSTEM RECOMMENDATIONS. - - ] - 10. IT SHALL BE TO RESPONSIBILITY OF T1 c CONTRACTOR �0 y to - `- 4 COORDINATE_ AL EXISTING CONDITIONS AND CONSTRUCTION - _ 7 DOCUMENTS DURING THE PREPARATION OF THE DES'GN BUILD r Yi2 """" a ,+�' DOCUMENTS - �'L.�;ba II. THE DESIGN BUILD DOCUMENTS SHALL BE SUBMITTED TO THE CITY OF LA QUINT r, a -�-• r'7 "• ARCHITECT INCLUDING ALL EWIPMr7RT CUT SHEETS, DETAI!S. - #, - - DIAGRAMS AND SYSTEM PERFORMANCE SPECIFICATIONS FOR . _ Y DEPT. PT.REYEW ANDAPPROVA. BUILDING & SAFET _ _ INA $YSTEJA MOUNTING - _ - -"�.•, - - - 12 THE IREMEN S WITH SIAL COORDINATE ALL- �-_ _ REQUIREMENTS WITH THE CENEiAL CONTACTOR TO INSURE THAT _ - n - • - THE ROLAR P SYSTEM IS PREPARED FOR THE EQUIP EMIT. 0. s APPROVED _ - - _ ALL SOLAR PANELS, P7?iNC AND ASSOCIATED EOUIPMdd i..:.:� - *.�-_- '-- - --� - � �� --�• - FOR CONSTRUCTION DATE BY�_ 'NDREVCO SOLAR Engineering, Inc. a�CSL # 387219 Class: B C10 C46 26631 CABOT RD Ste. B LAGUNA HILLS, CA 92653 PH. (949) 367-0740 FAX (949) 367-0338 'OJECT I ,CORRAL MOUNTAIN APARTMENTS POOL THERMAL SOLAR SYSTEM 79625 VISTA CORALINA LANE LA OUINTA,CA,92253 ISSUE DATE: 8/1/2013 REV.: DATE:=DESCRIPTION:• BY: rCUENI ORAL MOUNTAIN APT5 MERIDETH MADOLE 79625. V15TA'CORALINA LA QUINTA,CA . 92253 , TEL(8 18)-244-6900 CDRAWN BY: CHK.:=APV.: MR MR MR =STAMP: `SHEET -TITLE: — N OTES/ SIGNAGE SHEET NUMBER: SHEET NUMBER • NOTE: CONNECTION SUPPORTS NOT TO SPAN FURTHER THAN 6'(72") MAX. ,NDREVCO SOLAR Engineering, Inc. aLCSL # 387219 Class: B C10 C46 26631 CABOT RD Ste. B LAGUNA HILLS, CA 92653 PH. (949) 367-0740 • FAX (949) 367-0338 II r=PROJECT INFORMATION: STCLAMI' ISSUE DATE: ` I 8/1/2013 • STD BOLT I`U2' REV.:=DATE:=DESCRIPTION: eY: —STCLAMP " r a - .- `, /• _ , _ STU HOLT 1 U2" • CHANNEL NUT CLIENT: r � irct," .I 513,.UNISTRUT—nNNEL NUT 1S1 • CORAL MOUNTAIN APTs I UU 'kU • r M RIDETt1 MADOLE 79625 V15TA CORALINA ^� * - STANDARD PROSOLAR F5'I'ANUr1RD PROSQLARi :.+ r •;�' �' sTANDARD .�fnsTIACK� .. _. , LA..OUINTA,CA FLASHING , STANDARD' (. i FASTIACK 3' + F nslilmG k '92253 r. LAG SCREW TEL(8 1 8)-244 6900 F.,Ar scRrw- pt001 [\G YtA'Pf;RLAL — RAI PEIt GLULANI TI?LISS • .' RGOFING NIATR. IAE. ---� _ —• RAFTM GLULANI. MISS DRAWN BY: CHK.:=APV.: MR MR MR rSTAMP: SDREVCO SOLAR IErlglneerIng, Inc. CSLgB 7219 IwL� Class: B C10 C48 C10 - - - 28831 CABOT RD Sle. B LAGUNA HILLS, CA 92853 - - CITY ®F LA Q U I N TA PH. (949) 40 FA% (949) 387-OM BUILDING & SAFETY DEPT. INFORMATION;— PROIECf INiORMAOON: - snlarCeuecNu. _� CORRAL V.—Rdicf �r® VG. MOUNTAIN . galeITYP) APARTMENTS LLQ, POOL THERMAL SOLAR SYSTEM DATE• BY 79925 VISTA CORALWA LANE LA OUINTACA 02251 - - 6oklrTLilnpualurc - >s i. . ISSUE LUTE: �" L 8/1/2013 O ' - .:SATE_==1DMRIPaOW BY; — Solar Digital Cantol Panel - 120P . 21 scH, ao rvc (r rr) "`°°° gIENr -.. - 700Y SooataPutno BdyTRtnb IonM..: AIIamL9RA CORAL MOUNTAIN APTs - _ 7b(E)llaue Patted' 1RIIP, 240V. Connxtbq MERIDETIi MADOLE t ' NEW ISA•2PCircuit - f°ow"P' tsw F J� WC. W/(3)IIlmI R Braker in oxistiag. 1 796 paacLaccdebil • - ��?� LA UINTA,0RAUNA LA QUINTA,CA 92253 m"!^ a N TEL(818)-244-6900 gg_ RAM BY: HN.:—APr.• ^Lal OI hull lrilve check (v11n — la, T9 —i. �- —►- —r —r 9 AIC I;Vb pual POOL FILTER chock lnhn . chuck mhn (E) 2"PVC11) Primary (:UCulalion NO11b AILUanI11001 TALI 0E AIB1lCAT11N 3N• Ml eQVCUn. Pool Pump - POOL THEWAAL, SY."TA WrR CNG nIAGRA 4 SHEET TITLE. FrFNord; All Piping shall be 21W1, 40PVC TO Pun! BOOSTER PUMP Ef NUMBER— SIa:1T NUNUI A Booster Pump & Solar Collector. DiagramMetail Flow - S1 SunSaverTTM SOLAR MEAT EXCHANGER DESCRIPTION: The SunSaverSTT14 Solar Collector is manufactured in Chico, California, The collector is a specially developed, highly stabilized polyolefin and is of parallel, circular channel design with separated tubes. It is unglazed, uninsulated, and designed for low temperature applications such as swimming pool heating, heat pumps, aquaculture,�and hydroponics. DIMENSIONS: Header Length = 50.875 in. (1.29 m) Width (Panel body) = 47.5 in. (1.21.,m) Overall. Dimensions: Effective Area 4 ft. X 8 ft. (1.22 X 2.44 m) 30.8 ft2 (2.86 m2) - 4 ft. X 10 ft. (1.22 X 3.05 m) 38.8 ft2 (3.60 m2), ft. 3.66 46.6 ft2 (4.33 m2) j 4 ft. X 12 -(1.22,X m) ROOF MOUNTING SPACE: Width = [Number of panels X 50.875 in. (129 cm)] + 24 in. (61 cm) Length = Panel length + 24 in. (61 cm) RACK SPACE: Width = [Number of panels X 50.875 in. (129 cm)]+ 2 in. (5 cm) Length = Panel length + 6 in. (15 cm) FLOW: Maximum recommended flow = 8 gpm per panel 3.47 psi head loss (1,817 1/hr, 0.244 kg/cm2). Minimum recommended flow = 3 gpm per panel !i 0.48 psi head loss (681 I/hr, 0.034 kg/cm2) Recommended flow = 4 gpm per panel 0.87 psi head loss (908 1/hr, 0.061 kg/cm2) PANELS PER BANK: 12 panels single end feed (maximum) 17 panels diagonal feed PRESSURE: NORMAL OPERATING MAXIMUM INTERMITTENT PRESSURE PRESSURE 80°F (27°C) 0 to 30 psi 45 psi 1 (0 - 2.2 kg/cm2) (3.21 kg/cm2) 212°F (100°C) 0 to 5 psi - 5 psi (0 - 0.35 kg/cm2) (0.35 kg/cm2)- i 70°F (21°C) Measured burst pressure of panel body Over 300 psi (21.0 kg/cm2) �! TEMPERATURE: Normal operating temperature '= 60°F to 90°F (16°C to 32°C) Maximum continuous operating temperature = 212°F (100°C) Maximum intermittent temperature (unpressured) = 250°F (121°C) i Melt temperature = 338°F (170°C) CHEMICAL RESISTANCE: Compatible with common collectorfluids CORROSION: Non -corrosive FREEZING: .i . The,'ystem should be drained before freezing conditions occur. WEATHERABILITY: Weatherometer, accelerated outdoor exposure, and other extensive laboratory testing demonstrates long-term weatherability of SunSaverSTTM collectors (see warranty). Additionally, FAFCO's experience of over 30 years and over 1,000,000 collectors installed confirms that the proprietary stabilization and high mechanical strength results in negligible warranty over the twelve-year warranty period. WEIGHT: Without Water: 4 ft. X 8 ft. 12.2 lbs (4.54 kg) or 0.38 Ibs/ft2 (1.85 kg /M2) 4 ft. X 10 ft. 14.3 lbs (5.34 kg) or 0.36 Ibs/ft2 (1.76 kg /M2) 4 ft. X 12 ft. 16.47 lbs (6.15 kg) or 0.34 Ibs/ft2 (1.67 kg /m2) With Water: 4 ft. X 8 ft. 46 lbs (17.2 kg) or 1.44 Ibs/ft2 (7.03 kg/m22 4 ft. X 10 ft. 53.8 lbs 20.1kg) or 1.35 Ibs/ft2 (6.59 kg/m ) 4 ft. X 12 ft. 61.7 lbs (23.07 kg) or 1.29 Ibs/ft2 (6.28 kg/m2) Additional test data available on request P/N 07028C 07/04 FAFCO, Inc. 0 2009 Vacuum Relief Valve End Cap t` f Non-poslUve Diverter Valve V Vacuum Relief Valve End Cap 'A Check Valve 1 Pool Pump Solar Collectors Y e n Valves .Isolation Valves Figure 1—System Using Three -Way Valve Chlorinator °jDqy 'Opti on.4 Vacuum Relief Valve y End Cap �y Control Panel - Check Valve BoPuostermp I Back Up \ Foal Heater f IOPYona9 Waren Sensor Peal u Cmarineror � IOnuonaq Check Valve Figure 3— Automatic System Using Booster Pump Figure 2—Automatic System Using Three -Way Valve Solar Collectors Solar Drain valves (Opflanati / Isolation Valves o'O Water Sensor Chlorinator(Oprionaq °Cv 0 Installation procedure Overview NOTE COMMOM NION•POINT RETURN 1 . Survey roof and plumbing. - .. - - VACUUM RELIEF VALVE 2. Collector Coupling. 3. Mounting collectors. 1 2 1 a 1 T45 4. Connect pipes, VRV & end caps. 5. Plumb components. END CAP VACUUM RELIEF VALVE 6. Install control system. 1 2 1 3 4 5 1 6 1 7 R. Plan collector location to allow at least one foot on all sides for roof and at least 3" for racks. Allow for any roof obstructions. Collector layouts It is important that the solar collectors be installed in a way to ensure equal flow throughout the entire system. In order to accomplish this there are several points to consider when designing the collector layout. SPLIT TEED/OPPOSI7E END RE I URN END CAP VACUUM RELIEF VALVE 1 1 O 1 1 7. 34 5 1 6 1 7 R 9 10 1 73 x 5 6 7 0 9 ID 1 1 CND CAP fND CAP RETURN FEED RETURN SPLIT TEEO7SPL17 RETURN VACUUM RELIEF VALVE ENO CAP - 1 O1 7 l a 5 1 6 1 7 1 R 1 9 101 7 3 d 5 15 7 8 11 16 1 ENO CAP END CAP FEED RETURN' OPPOSITE END RETURN VACUUM RELIEF VALVE I O1 7 3< 5 6 7 R 9 10 11 17 13 la IS 16 17 ENO CAP FEED RETURN - VACUUM RELIEF VALVE SAME END RETURN. - I O1 7 3 A S 6 7 8 9 IR 11 17 'TEND CAP FEED RETURN Figure 5—Collector bank assembly 1. In split feed systems no more than 10 solar collectors should be installed in each bank. 2. In split feed/split return systems the collectors should be equally divided between the banks and the return should be from the common high point. 3. In opposite end return systems no more than 17 collectors should be installed per bank. 4. In same end return systems no more than 12 solar collectors should be installed per bank. The return line should have the shortest possible run back to the pool and needs to return from a common high point. I I END CAP 1 RETURN FEED Figure 6 -Ensuring even flow to individual collectors Coupling the collectors to one another and mounting the collectors are procedures (steps) that occur simultaneously. Figure 7—Collector couplings 1. Short couplers (3-1/2" rubber couplers) are used to join the collectors together and to attach the vacuum relief valve. 2. Long couplers (5-1/7'rubber couplers) are used whenever collectors are joined to PVC pipe. 3. When coupling collectors together, the clamps must be positioned close to the lip of the header. 4. The vacuum relief valve and end cap clamps must also be positioned close to the lip of the header. 5. Tightening clamps: A. Tighten all clamps as they are installed. B. When you have completed the solar installation, re -tighten all clamps with the system on and water circulating through the collectors. C. Care must be taken when tightening clamps to ensure they are installed straight and even. NOTE: Use split or bank packs if it is necessary to avoid obstructions on the mounting surface, or other specific site requirements. 0 SO NEAOE mounting Tile clip or tile stand off method The following tile roof mounting methods apply to both flat and curved cement type tiles. 1. Afix runner against the lip of the tile row where the headers will be installed. Option 1: Tile Clips A. Runner is held down by tile clips every four to eight feet depending on local code requirements. B. Determine clip locations and remove the the above each clip. C. Using a 1/4" masonry bit, drill out the existing high point nail holes. Choose the tile clip hole that allows the runner to be closest to the tile lip. Secure the clips using the appropriate length'/a" lag bolts. Lag through the drilled tile hole, batten strip and sheathing. Replace the removed tiles. D. Secure runner to tile clips with #14 x 1" self - tapping screws. E. Secure cap and base to tile clip located 3a'below solar collector. Option 2: Tile stand offs (top and bottom runner required) A. Runners are held down by tile stand off into structural member every four to eight feet depending on local code requirements. The bottom runner should be located against the lip of the tile row below the collectors. TURES : CLIP Tile stand off method FILE CLIP SI CI ROOFING TILE NNER RUNNER SIC ROOFING FILE Tile clip method Xu B. Locate structural members then `drill a 1/2" hole through the tile, apply roof sealant and insert tile stand offs. C. Lay runners on stand offs and drive lag bolt with washer into structural member. Apply additional roof sealant around stand offs. Repeat procedure until runners are completely secured. D. Install a base on the lower runner directly below the rubber coupler. Drive a #14 self -tapping screw through the base so that strap runs vertically through the slot. Loosely wrap the short header strap around the rubber coupler and lay into slot on the base. Screw cap down until tight but do not cross thread. 2. Install collectors. 3. Connector collectors together. 4. Attach ST clamps to top header, (2) per collector and secure to top runner. Note: It is important to allow for collector expansion and contraction. The bottom header strap should not bind the collectors in place. ir' ,, i •l��l"' 23fy 1�.f I.�ir�tiL.ua��l 7Y ir?A�i ._ f_�� . y Connect feed and return lines Long couplers are used when joining the collectors to rigid PVC piping. To connect the 2"" PVC pipe to the solar collectors follow these steps: 1. Place long coupler over collector header and install clamp close to the lip. 2. Insert a pipe adapter into the long coupler. 3. Glue feed and return pipes to the pipe adapters. NOTE: It may be easier to first glue the adapter to the pipe, then insert it into the long coupler. 4. Always feed the water to the lowest end of the collector bank (never feed to top header).- Be eader):Be certain to always return the water from the common high point in the system. - Install VRV and End Cap Install a vacuum relief valve per bank. Install an end cap to seal headers on end collectors. (See Figure 6, page 7.) Install the vacuum relief valve at the highest point but if air is introduced into the system move the vacuum relief valve to the bottom header, the feed line, or install a throttling valve on the solar return line. TO FROM SOLAR SOLAR f ISOLATION ISOLATION I II VALVE VALVE i FILTER I I I III I HEATER t CHECK OUTLET FROM VALVE TEE POOL Figure 12—Solar loop Solar system loop The solar loop is installed between the filter and the optional heater. (See Figures 12.). The first component after the filter is a check valve. Always leave room for check valve to be cut out and replaced. The use of a union check valve is recommended. Next, the diverter valve and PVC tee are installed. The diverter valve must either be non -positive or have a 1/4" hole drilled through the diverter for drainage. If a booster pump is installed a diverter valve is not required. (See Figure 3, page 1.) Install isolation valves on the piping going to and from solar. These components are always installed before a back up pool heater and chlorinators. Isolation valves are typically ball valves but a check valve on the "from solar" line is also acceptable. Install solar drain valves if solar collectors do not automatically drain. Valves should be installed in an easily accessible location. (Refer to required winterization, page 12.) Supporting PVC pipe All horizontal runs of PVC pipe must be supported every 4'. All vertical runs of PVC pipe must be supported every 10'. Pipe straps on the roof must be anchored to the mounting surface the same as for the collector tie - downs. Strapping_ should not be installed so it binds the pipe too tightly. The verticals are the portion of the pipe run that takes the water from the ground up to the roof. This is usually on the wall of the house and goes around the eaves onto the roof. It is standard to paint the verticals the same color as the house if the homeowner supplies the paint. Plumbing to and from the collectors Prime consideration should be given to system drainage (see "Required winterization", page 12) and appearance when running pipe from pool pump to the collectors and back. Standard 2" schedule 40 PVC pipe is easy to work- with and readily available. Optional automatic solar controller Various optional, electrically operated solar controllers are available from a variety of manufacturers. Solar controllers allow for automation in the pool environment. You should read and follow the manufacturer directions to ensure their proper operation. Start-up, check list & winterizati®n Use a flow meter to validate the intended flow rate System check 1. Run pump 3 to 5 minutes before turning on the solar system. If necessary purge the pipes by disconnecting the feed line and running the system. Reconnect the feed line once completed. 2. Turn the Solar Controller to the on position. There should be a slight increase on the pool filter pressure gauge (normally 2 PSI to 6 PSI) When the isolation valve closes. The pool inlets should actively bubble for 3 to 5 minutes as the air in the collectors is purged. 3; Check all plumbing joints for leaks. FAFCO HOLD DOWN BRACKET W/ (1) LAC BOLT AS SHOWN BELOW SPACED MAX 2'-0. O/C CENTERED OVER ROOF TRUSSES UNLESS NOTED T2fi i2fi �I BOAT. HEADER HOLD DOWN I I I CLAMP W/ (2) LAG BOLTS J AS SHOWN DET. 6 ePLAN OF PANELS SCALE: 3/16"=1'-0" GENFRAt NOTES' I. THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, WITH 2009 SUPPLEMENTS, SECTION R301 FOR WIND EXPOSURE CATEGORY 'C•. CHAPTER 16 FOR 120 MPH EXPOSURE "C" WIND VELOCITY AND PER ASCE 7-05, CHAPTER 6.0 FOR 120 MPH EXPOSURE •C" WIND VELOCITY TYPICALLY. 2.THESE PLANS REMAIN IN EFFECT UNTIL FUTURE CODE REVISIONS DICTATE THAT AN UPDATE IS NECESSARY. 3. LAC BOLT CAPACITIES AND EMBEDMENT ARE BASED UPON *NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS" AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4. ALL CONNECTIONS ARE FOR ROOFS 0' TO 45' MAX SLOPE CONDITIONS, AND ALL CONNECTORS ARE FOR MEAT ROOF HEIGHTS NOT TO EXCEED 30'-0•. ACTUAL ROOF FINISH NOT SHOWN FOR SIMPLICITY. S. APPLIED PRESSURES PER ASCE 7-05: ZONE 1:OZ - -34.2 PSF ZONE 2: OZ - -54.32 PSF 6. COLLECTOR TRIBUTARY AREA AND APPUED LOADS. AT - 4x12 - 48 FT2 ZONE I:Ft - 48 x -34.2 - 1,642 LBS 7. THE PANEL WILL BE 4' MAX (PER FBC 2007 CHAPTER 3) IN ZONE 2 AND THE REST IN ZONE 1. THIS YIELDS THE FOLLOWING LOADS: ZONE 1:F1 1,453 LBS (ZONE 1 HEADER LOADING) ZONE 2:F2 - 1,605 LBS (ZONE 2 HEADER LOADING) FORCE ON INDIVIDUAL LAC BOLT m LIFTING FORCE - COLLECTOR WEIGHT (NEGLECTED - CONSERVATIVE APPROACH) / 2 • RI- 1,453 LBS/ 2 - 727 LBS • R2 - 1,605 LBS/ 2 - 803 LBS FAFCO PANELS SHALL FAFCO N07 BE INSTALLED IN -CORNER PANEL FAFCO STRAP ANCHOR W/ ZONES' AS SHOWN ON DIAGRAM 1" LAC BOLT AND 3• MIN EMBED. LOCATE AT NEXT AVAILABLE TRUSS (TYP) FAFCO I 1 PANELS I CABEL END ROOF CONDITION LJ j I RIDGE ul �{ Ih I HIP ROOF END Ii IIS I CONDITION I_ ' ROOF ZONE 3 CORNERS j L 1. DIMENSION �I ROOF CONER ZONE SHALL BE 10 PERCENT HIP ROOF GENERAL OF SHORT DIMENSION OF BUILDING. OR 40 FAFCO STRAP (2) CONDITION PERCENT OF MEAN ROOF HEIGHT. OR 7 FT EA. PER 8 PANEL - WHICH EVER IS SMALLER. ARRAY. FAFCO SOLID eROOF LAYOUT PLAN BODY PANELSSCALE: NONE (MAX 8 PANEL ARRAY) (TYP) WITHr)RAWAI I OAnS 11 RI FOR 3" EMBEDMENT LAGS IN WOOD LUMBER 51L SOUTHERN WHITE DOUGLAS WHITE OAK YELLOW PINE SPRUCE FIR 1/4" 1,143 843 576 501 S/16" 1,350 996 681 594 FAFCO HDLD DOWN BRACKET FAFCO SOLID BODY ROOF PANEL SHEATHING RISER SYSTEM WOOD TRUSS SYSTEM y2 SYP OR BETTER 2x OR UNITSTRV NTINUOUS ALONG PANEL FOR MOUNTING 3/8• STSTL ALL-THRD ROD W1 -NUT QI WASHER EA END - PROVIDE •LOCTITE' AT ALL NUTS. CENTER RODS ® 3'-0• o/c MAX SPACING MISSED TRUSS SPANNER INSTALL SCALE: 1 -1/2"=V -O" FAFCO SS PANEL RISER SYSTEM ROOF SHEATHING WOOD TRUSS SYSTEM M2 SYP— OR BETTER HOLD DOWN CLAMP MANUFACTURED FROM I'X7• AL 6063T5 BAR STOCK (2) 1/4 -DIA STAINLESS STL LAC BOLT AT EACH HOLD DOWN CLAMP BOTTOM HEADER eQLAMP INSTALL SCALE: 1-1/2"=1'-0" FAFCO HOLD DOWN BRACKET 51L TRUSSES AND NAIL C FAFCO SOLID BODY PANEL ROOF SHEATHING j` RISER SYSTEM FAFCO FAFCO SOLID _ BODY PANEL RISER SYSTEM ROOF SHEATHING A 7 P,(a" HOLD DOWN BRACKET NOTE 4 ST STL LAG BOLT WOOD TRUSS SYSTEM /2 SYP OR BETTER se-WSHINGLE/METAL/ BUILT UP ROOF SCALE: 1 -1/2 -=l' -O" 2X LOCATE-BETWEEENST 51L TRUSSES AND NAIL G BOLT WITH (3) 16d NAILS AT EACH ENO WOOD TRUSS SYSTEM y2 SYP OR BETTER MISSED TRUSS /' NAILER INSTALLATION SB- SCALE: 1-1/2"=1'-0" FAFCO HOLD DOWN BRACKET W/ (1) LAC BOLT AS SHOWN BELOW SPACED MAX 2'-0- O/C CENTERED OVER ROOF TRUSSES UNLESS NOTED L-.- f f f f fII ANC HEADER STRAP ANCHOR ) +oR w/ (z) Lac T BOLTS AS SHOWN PLAN OF BELOW ST-1 SCALE: 3/16"=1'-0" GEUERAI NOTES' 1. THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, WITH 2OD9 SUPPLEMENTS. SECTION R301 FOR WIND EXPOSURE CATEGORY 'C'. CHAPTER 16 FOR 146 MPH EXPOSURE 'C' WIND VELOCITY AND PER ASCE 7-05, CHAPTER 6.0 FOR 146 MPH EXPOSURE 'C' WIND VELOCITY TYPICALLY. 2. THESE PLANS REMAIN IN EFFECT UNTIL FUTURE CODE REVISIONS DICTATE THAT AN UPDATE IS NECESSARY. 3. LAC BOLT CAPACITIES AND EMBEDMENT ARE BASED UPON 'NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS' AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4. ALL CONNECTIONS ARE FOR ROOFS 0' TO 45' MAX SLOPE CONDITIONS. AND ALL CONNECTORS ARE FOR MEAT ROOF HEIGHTS NOT TO EXCEED 30'-0'. ACTUAL ROOF FINISH NOT SHOWN FOR SIMPLICITY. 5. APPUEO PRESSURES PER ASCE 7-05: ZONE t:OZ - -50.4 PSF ZONE 2: OZ - -77 PSF 6. COLLECTOR TRIBUTARY AREA AND APPLIED LOADS. AT - .24.39.4 + 1.28 - 38.7 FT2 ZONE 1:F1 - 38.7 X -50.4 - 1950 LBS 7. THE PANEL WILL BE 4' MAX (PER FBC 2007 CHAPTER 3) IN ZONE 2 AND THE REST IN ZONE 1. THIS YIELDS THE FOLLOWING LOADS: ZONE 1:177 1,027 LBS (ZONE 1 HEADER LOADING; ZONE 2:1`2 - 1,260 LBS (ZONE 2 HEADER LOADING FORCE ON INDIVIDUAL LAG BOLT - LIFTING FORCE - COLLECTOR WEIGHT (NEGLECTED - CONSERVATIVE APPROACH) / 2 • R1 -1,027 LBS/ 2 - 514 LBS • R2 - 1,260 LBS/ 2 630 LBS FAFCO ST PANELS (TYP) FAFCO PANELS SHALL NOT BE INSTALLED IN 'CORNER ZONES AS SHOWN ON DIAGRAM F • o 4AFCO PNELS r 8 GABEL END ROOF CONDITION HIP ROOF END i I CONDITION r—FAFCO ST PANEL ROOF ZONE 3 CORNERS - I U %G UIMEN-SICU RISER SYSTEM / ROOF ROOF CONERZONE SHALL 10 PERCENT SHEATHINGHIP ROOF GENERAL OF SHORT DIMENSION OF BUIUI LDING. OR 40 CONDITION PERCENT OF MEAN ROOF HEIGHT, OR 7 FT WHICH EVER IS SMALLER. z N ROOF LAYOUT PLAN ST -1 SCALE: NONE WITHDRAWAL LOADS ILBI FOR 3" EMBEDMENT LAGS IN WOOD LUMBER FAFCO ST PANEL SOUTHERN WHITE DOUGLAS I AC DIA WHITE OAK YELLOW PINE SPRUCE FIR 1/4" 1,143 843 576 501 S/16" 1,3501 9961 681 594 FAFCO HOLD DOWN BRACKET FAFCO ST ROOF PANEL SHEATHING RISER SYSTEM WOOD TRUSS SYSTEM p2 SYP _ OR BETTER 2x OR UNITSTRU NTINUOUS ALONG PANEL FOR MOUNTING 3/8' STSTL ALL-THRD ROD W/ NUT h WASHER EA END - PROVIDE 'LOCTITE" AT ALL NUTS. CENTER RODS O 3'-0' o/c MAX SPACING MISSED TRUSS SPANNER INSTALL SCALE: 1 -1/2"=V -O" HOLD DOWN CLAMP MANUFACTURED FROM d'X1' AL 6063T5 BAR STOCK �1�/�.DIA� WOOD TRUSS SYSTEM M2 SYPOR BETTER INLETS SL LALAT EACH HOLD DOWN CLAMP BOTTOM HEADER eQLAMP INSTALL SCALE: 1-1/2"=1'-0" r FAFCO HOLD DOWN BRACKET FAFCO ST PANEL ROOF - RISER SYSTEM SHEATHING FAFCO ST 1 ROOF PANE RISER SYSTEM 3' SHEATHING t(� NOTE A ST STL LAG BOLT WOOD TRUSS SYSTEM /2 SYP OR BETTER eSHINGLE METAL/BUILT UP ROOF SCALE: 1-1/2"=V—O" FAFCO HOLD DOWN BRACKET 2X LOCATE -SE'1WEEEN: TRUSSES AND NAIL WITH (3) 16d NAILS ST STL G BOLT AT EACH END WOOD TRUSS SYSTEM K2 SYP OR BETTER MISSED TRUSS NAILER �sST INSTALLATION -1 SCALE: 1-1/2"=1'-0" U �I V mI sm� Rcc NOno I oRAMNL NQ � ST -1 y CET I ov 1 UNISTRUT MOO 41 3/8 10 22 10 9/32" 7.1 T .915" �" I 23 1 5/8" 1 41 + 1 .710" 18 2 2 Notes: Load nmitad by spot weld shear. LWiDS Ft:189 Lbs (261 kg11W m) h> 200 Abevgfe Moment 55,070 In -Lias (570 N -m) K 12 Gauge Normal Thickness -105' (2.7mnt) WR L Not Recommended. 1. Abmo loads include Die n'eoght of the rrwmbet This. ocight must be deducted to arrlre at the netaEmtivable toad the beam u{9 support 2. Long span beams should be supported is such a rr2nner as to arerent rotation and Mist. 1 3. Alloeake uniformly dis6lbuled (cads are listed for va(ms snipe spans, that Is, a ` beam on mo supports. If toad is con=traled at Ore center of the span, mrPDply mad from the table by 0.5 and corresponding def efion by 0.6. 4. For Neroed Chamel. Beam Load Values In the tables are multiplied by Die (otloiv- . mg factor. _ 'DS" Series 70% '°T" Series 85% 'KO" Series 9595 "11-13" Series 90% "SL" Series 95% 'HS" Serles . 90% ` MATERIAL FINISHES Unistrut channels are accurately and carefully cold formed to All channels are available in: size from low -carbon strip steel. All spot-welded combination • Perma Green til (GR). members, except P1001T, are welded 3" (76 mm) maximum Pre -galvanized (PG), conforming to ASTM A653 G90. on center. STEEL: PLAIN • Hot -dipped galvanized (HG), conforming to 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and ASTM A123. 16 Ga. (1.5 mm) ASTM A1011 SS GR 33. • Plain (PL). STEEL: PRE -GALVANIZED 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm) A51rM A653 GR 33. For other materials, see Special Metals or Fiberglass sections. b °}Fastiack"'A i 4 Patent #6,360,491 Flashable Roof Stanchi®n ° The patented design of the FastJack® can be easily expressed as the most innovative, efficient and cost-effective tool of it's kind! 'r + ,;" Between the precision CNC machined base and stanchion along with strict engineering and 4. material standards, the FastJack® has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (included)! i fa � t ?atay •5,] sa 447 Four Sizes Available! ro 3' ft-Irgh For low pPcfile tastaliatto us �g �dtey® fla=flings (foc_bmpasitie shingle aotttc s 4;1 /2,' Hlgh n: `Part#SFJ=X450=18 For'init'allations using 3tandpid flashm s far ccroso�lnon & flat reofto spm' 1 6" H �h'� - P6rt#'1JE-600-;, For3tordard i6hings`.(foi41at11ile400ftogs) _it°e ` 71%2" Htg}t r �q. F'arr#�F175�fl8 ` For standard flashings 'd fafPS-curve tyle roofs asid/of double, flashed mstallattonsj_ The Fast Jacky design is covered under Pat. #6,360,491 Using lea. 5/16" x 3-1/2" Lag Bol 4ahoratory Tested', 2,359 lbs °E �. �T/ettacal;Pullo�it����' Fast.lack® FJ -300-18 For Oatey® style flashings FastJack® FJ -450-18 For standard height flashings 3t}�$L R Easy installation a°i�%t5f".C��S'flf� ffiG �&CtFSt ilCtzc4p 0 318" SS of flashings on 318" x 3�4" Ri, Svvoble post; make rn_stiil atlon on ex tng g Flat Washer o e SS Hex Bolt prods/_tstrcfrigulckp en��(rzfertothe llustrahona eIS�119� rooftops x See reverse for installation theory a • Poote ►ed de Is gii`locol s he�ing Eu1f dlredipr The post can be �' gal" under-t'ne stanchion providing superior siren x values a`� Standard & Oateyo Flashings installed through s sli over the base and under the the to of the � • Fgst 8 en yet' mstai{ Saves time°ani labor. 6 A f ---i � � � delicate shingle ;. flashing �Prato� uchtited�trcm eicirNded °There are'ieo"6Veav s .s �;� a� •-.� i •� Sign riiantiy:iighter than -sleet for iastnller f ionveniz i nrid ret.'uce l shiap it "aFF dr`5 ae� 511S x 3 112 y • 1ptegratzd drill guide insures peifecfipiio* holes ss L-ag Bolt'�.,,� kN eveJy xfirie t minnntzes the po�stbdtty; cf sphttmg " s -�, ` T hread'ea R • iiase design chows virti a11y all' y5roef:9tlasi�lllg't�` tallfia on +heoFaeck�:�-�� -Email us for more information`' jprosolar@prosolar. com Step 3 Cut throughs'hgn gles for "flashing�jflaslring?template illus trat@db'e10f�� moi'?-sem' k t t �t n` fit. L i, ai'f •� r Y''k Ste 1':'Dnllilothhole`in-Rafter y" P'. Step 2 'l stall 'base using includ usipg integrated drill�guitJeagj'into pilo71 t hole Step 4 Shde flashing :undershrn Step 5:rThread.post through w gles Arid above Fast lack Bose ` ?toptor bottom of flashing into75 - �J r �y418` i [ f�Step b sing.6 wrench, secure base# } <. �}7�s tS: 3y' •:. �y�?-ii a Ncncvt auonny a.u�J uiw I r� _L: . painless!=-` r Kit includes Fast r Jack post threader, Q } with knob t NISTR MATERIAL DESIGN BOLT TORQUE Unistrut channel nuts are ma�ufactured from mild steel' bars, and after machining operations are completed, they BOLT Y4' 5/16" 3A' 14" 5W 3/a" . are case hardened, assuring positive biting action into the SIZE 20 18 16 13 11 10 6 11 19 50 100 inturned edge of the Unistrut channel. F00T LBS. 125 8 15 25 70 135 ' N m 170 ' ThP ctgn inrri r•hnnnel not rnnfnrms tn'ASTM A576 GR 1015 modified and A1011 SS GR 45..f DIMENSIONS Screws conform to SAE J429 GR 2 (also meets and ' exceeds ASTM A307). ' Imperial dimensions are illustrated in inches. Metric, dimensions are shown in parenthesis or as noted. FINISHES Unless noted, all metric dimensions are in millimeters and rounded to one decimal place. Nuts, bolts and washers are electro -galvanized (EG), ASTM B633 Type III SCI. finish, unless otherwise noted. ' Many Unistrut nuts, bolts and hardware items are also ' ' available in standard metric dimensions. Consult factory Many hardware items are also available in stainless steel. for ordering information. ' Consult factory for ordering information` . w 1 _. .. _. y.'` � .. , `kms '•. , _ ; THREADS Jt All threads on'the nuts and bolts are Unified and American coarse screw threads. 4 - OSTRUT � lilJkl 1, Channel Nuts With Spring P1006 - P1010 P1012S - P1024S P4006 - P4010 Pg 78 Pg 78 Pg 78 B P5506 -P5510 P2378- P2382 Pg 78 Pg 80 E]Channel Nuts Without Spring aN P1 006T - P101OT, P401 OT P4908 Pg 79 Pg 79 Hardware HHCS HFMS Pg 81 Pg 81 9 @ 0 HSQN HFLW HHXN HLKW Pg 82 Pg 82 Pg 82 Pg 82 'Q 4 C�t P9209 HTHR HRCN P2485 Pg 82 Pg 83 Pg 84 Pg 84 o ( _ P4012S - P4023S Pg 78 E!� P4012 - P4023 Pg 79 HCSS Pg 81 P9010 Pg 82 P3016 P3006 - P3013 P1012 - P1024 Pg 79 Pg 79 Pg 79 aN P1 006T - P101OT, P401 OT P4908 Pg 79 Pg 79 Hardware HHCS HFMS Pg 81 Pg 81 9 @ 0 HSQN HFLW HHXN HLKW Pg 82 Pg 82 Pg 82 Pg 82 'Q 4 C�t P9209 HTHR HRCN P2485 Pg 82 Pg 83 Pg 84 Pg 84 o ( _ P4012S - P4023S Pg 78 E!� P4012 - P4023 Pg 79 HCSS Pg 81 P9010 Pg 82 UNISTRUT Maximum Allowable Pull-out And Slip Loads 3/4"-10 12 2,500 1,700 `125 680 680 1,134 771 170 -11 12 2,500 1,500 *100 25 5/16' -18 12 1,134 680 135 '/2" -13 12 - 2,000 1,500 50 600 300 P1000 907 680 70 7/16"-14 12 P3000 1,400 1,000 35 P5000 635 _ 4,54 50 W-16 12 P5500 1,000 800 19 454 363 25 5/16" -18 12 800 500 11 363 227 15 '/4" -20 12 600 300 6 272 136 8 '/2"-13 12 1,500 1,500 50 _ 680 680 70 _ _ W -16 12 1,000 800 19 1,000 P3300 454 —. 363 25 5/16' -18 12 800 - 500 11 5/16" -18� 363 227 15 'A" -20 12 600 300 6 181 272 136 8 Y2" -13 141,400 16 1,000. 50 50 , 635 I 454 70 W-16 141,000 Pt1oo °750 19 1,000 454 340 25 _ -18 14 P4100 800 400 11 5/16" -18� 363. 181 15 1/4' -20 14 I 600 300 6 181 2.72 136 8 Y2"-13 16 1,000 1,000 50 , 454 I 454 70 3/s" -16 16 1,000 750 19 P2000 454 340 25 5/16" -18� 16 - & 800 400 11 P4000_363 181 15 1/4' -20 16 600 300 6 272 136 8 May require W or '/2" thick fitting. Nut design loads include a minimum safety factor of 3. Note: Refer to the Channel Nut Selection Chart on the following two pages for the part number. SE h r CL) C CL a y m� Ud =y U c cm EE y cc E f0 H U r aw H �x a LE o= 11�Jl� � fil) i Via: _.��s�&�}lardWare For Use With Channel Channel nut Nut Size Will DO PCs P1000, P1100, Pail number Thread Lbs (kg) P2000, P3000 P1006-0832 #8 -32 7- 3.2 P1006-1024 #10 -24 7 3.2 P1006-1420 /4" -20 7- 3.2 P1007 a/i6" -18 6 - - - 2.7 P1008 3/a" -16 10 0 - - - 4.5 P1009 '/s' -14 9 4.1 0 - - - P1010 '/2" -13 12 ■ - - - 5.4 For Us7With Chakel - Channel wit PaYt nember " Nut $128 W1ll00 PCs 411rd d Ms Ay P1000, P1100, P20011, P1012S 5/e" -11 21 9.5 ■ - - - P1023S 3/4" -10 21 ® - - - 95 P1024S '/a' -9 21 9.5 ® - - - Channel Put - Nut Size - Wt1100 PCs For Use With Channel Part number Thread .lbs (Kg) P3300, P4000, P4100 P4006-0832 # 8 -32 7� - ■ - - 3.2 - --- P4006-1024 - #10 -24 7 - - - ® - - :�- 3.2 P4006-1420 '/4' -20 7 - ® - - 3.2 P4007 _ 6/16" -18 6 - - - 27 P4008 3/a" -16 9 - - - 4.1 P4009 _ '/6" -14 9 - ® - - 4.1 — P4010 %2" -13 8 ,— - - ® - - 3.6 Channel nut. Nit S ze ''1-oU Pcs For Uie WitChannet b; Nt w Part number Thread l.bs (kg_) P3300, P4000, P4f00 ' = P4012S 5/s" -11 10- _ 4.5 P4023S 3/4" -10 10 ® - - 4.5 Channel not. Nets ze Wt/10.0 PCs: For Use l hIv Pattnomber ' fiend ` Lbs(kgf ' - - P5500 P5506-0832 #8 -32 7 - - - a` 3.2 P5506-1024 #10 -24 7 3.2 - - - P5506-1420 '/4" -20 7 _ - - - 3.2 _ — - 2.7 — --- - - - -- --- ---- -- -- -- - - - P5508 3/a -16 10 - - - 4.5 _ P5509 1/4" -14 10 - - - 4.5 P5510 /2" -13 12 - - - B Acceptable for use 1 5.4 Via: _.��s�&�}lardWare Chane AT4uts WA -1T t'S —P-94 Nuts`& Hardw h'',Srze tii,��• • C lrrgj'� Use With Channelut ,P3;;P�aumberThread P2000P300U P4100 P5000't . , , F5500 �' P3016-0632 #6 -32 2 0.9 P3016-0832 #8 '32 ' 2 0.9 P3016-1024 #10 -24 4 ® ®, 1.8 P3016 -1420'/a" -20 4- 1.8 • �ChannaE iim Pa tnumtier. PJ'all hr- YJt/'�00{tcs Lbs_""lkg�` Fas Use Watt=Chanral 000 Pt;10lt P3300 P4E1t10' 020tttF,rpidi P4100 k P500Q �' kP5506 =` P3006-0832 #8.-32 6 2.7 P3006-1024 ` #10 -24 6 2.7 ® ■ P3006-1420 1/4 -20 6 2.7 •r P3007 '/,e° -18 6 P3008 3/e° -16 _1..7 9 4.1 P3009 '/6" -14 4.1 P3010 '/z" -13 •11 5.0 ® — 'P3013 Cfia meE nu> F -amort number '/z° -13 8 mp €or Use With Channel"'"" hfut Sae Wt/100 pcs 0i10�P1100;, r ' rTtiread lbs (Jrg) P2000, P300Q' '"'��j P500 �' >-. �$ ^5500: i . ' P1612 5/a° -11 20 — 9.1 P1023 '/4" -10 20 9.1 ® — ® m P1024 '/s° -9 20 _ ® — ■ 9.1 Ch�inneti;t Nut SEze-._W 00;pcs Efffo7�4sm,With C3300�R4U00�P410t1 P4012 '5.0 P4023 3/4" -10 11— ` 5.0 E Use With Channel Cdanaef aui Pert nu°efibor NuY"Size Thi a Wtn00 pes L ` kg%r . Pt000' A-, 00, PA 0, P4000 e2600z, P3. Oa P41©0 °5000 P5500 P1006TI420 '/4" -20 7 3.2 P1008T 3/e° -16 10 ®' 4.5 _ P1010T '/2" -13 12 5.4 ® — P401 OT ., 1 '/2" -13 8- 3.6 ngI nu Part number idol Size, � Thre d; Wt�100 pes uts`�yj For Use With f�hann I ?10Q0 Pft9Q0; P3300 ^P4Q06 i?2000. P3000` P41'00 P5000 Q._ Py50, 0� , P4908 3/a° -16 17.5 7.9 Double Conveyor Adjusting Nut , - - 0 Acceptable for use ` Nuts`& Hardw 5E CL a U a 0. R In w d � y V N C o� v v �E d N T LL CS y 'V N a� y [75� G C Q w C7 y E aw lJ�"ai`-�i��l11 El Channel Stud Nut With Spring � Naifsr&F1aiiv�rac2 -_ for,Use With Channelf Chanirel nuc 'Nut Size Sled Thread"Wt/100 Pcs 01000, 01100, ; Part number Thread In (mm)'In (mm) Lbs -(kg), P2000;- P,3000 P2378-1 '/a' -20 '/8 8/8 8 ■ 22.2 15.9 _ 3.6 P2378-2 1'/8 /8 9 ■ 28.6 22.2 02378-3 1/a 1% 1' 9 9 ■ 34.9 28.6 4.1 A P2379-1 5/ia° -18 7/8 5/8 12 ■ Y 22.2 15.9 5.4 P2379-2 1'/8 7/8 12 ■ 28.6 2_2.2 5.4 P2379-3 1% 1'/8 13 ■ 34.9 28.6 5.9 P2380-1 '/a" -16 '/8 5/e 13 ■ _22.2 15.9 5.9 P2380-2 1'/8 '/8 13 ■ 28.6 22.2 _ 5.9_ _ P2380-3 1% 1'/8 13 m 34.9 28.6 5.9 - - P2380-4 1 8/8 1'/8 15 ■ 41.3 34.9 6.8 _ P2380-5 1 '/8 1% 16 ■ All Stud Nut grooves are 47.6 41.3 7.3 serrated. P2380-6 2'/a - 1'/8 - 16 -- Special stud lengths and 54.0 47.6 7.3 thread lengths can be P2381-2 '/z° -13 % 1/2 14 ■ supplied upon request. 22.2 12.7 6.4 P2381-3 1'/8 'A 15 ■ 28.6 19.1 6.8 P2381-4 1% 1 17 ■ 34.9 25.4 7.7 _ P2381-5 1% 1'/4 18 ■ 41.3 31.8 8.2 P2381-6 1% 11/2 19 ■ 47.6 38.1 8.6 P2381-7 2'/8 13A 20 ■ 54.0 44.5 9.1 P2382-2 _ W, -11 1'/a 5/8 18 ■ 28.6 15.9 8.2 _ ® Acceptable for use P2382-3 1% '/a 20 ■ 34.9 22.2 9.1 � Naifsr&F1aiiv�rac2 -_ . .F UNISTRUT y t F MEW Hex Head Cap Screws ;q Round Head Machine Screws Wt/400 0 51 T Size,R - Lbs-�kgr Wt/400 0 51 P Nq r Size,R - Lbs-�kgr HHCS025044EG . ,'/4" x'/is" 1.0 /a x'/2' 1 0.5 HHCS025075EG 'l z 3/4" 1.3 1/4 x 3/4' 1.2 0.6 HHCS025150EG • . 'A' x 1'/z° 2.6 '/4" x 1" 1.5 1.2 HHCS031125EG 5/16" x 1'/4" 3.6 s/s" x 1" 2.6 1.6 HHCS037075EG 3/e° x 3/4"° ` 4.0 5/s" x 1'/4" 3 1.8 HHCS037087EG 3/e" x 7/8" 4.4 '/e° x 1" 4.1 2.0 - HHCS037100EG 3/s x 1" 4.5 3/s" x 11/4" 4.7 2.0 HHCS037125EG 3/e" x 11/4" 5.3 3/e" x 1'/s° 5.3 2.4 HHCS037.150EG 3/e" x 1'/2 6.0 2.7 HHCS037200EG • '3/a" x 2", ". 7.6 3.4 HHCS037225EG 3/a" x 21/4" 8.4 '.8 HHCS037250EG 31e x 21h" 9.2 4.2 HHC_S050094EG , '/2" x_"/,s 9.1 4.1 _ HHCS050119EG '/2" x 13/,e 10.2 4.6 HHCS050150EG '/z° x 1'/z 11.6 ` 5.3 ' HHCS050175EG. - 1/2" x 13/4"- *13.1 . 5.9 .' HHCS050200EG '/2" x 2" 14.6 - 6.6 HHCS050225EG '/Y x 2'/4"" 16 - 7.3:. HHCS050250EG '/2" x 2'/2` -17 7.9,. o, m,c � N �o �a a� o Hex Slotted Machine Screws 00acs art Noi f=Sae •Size Ltis (kgj HRMS025050EG /a x'/2' 1 0.5 _ HRMS025075EG 1/4 x 3/4' 1.2 ` 0.5 HRMS025100EG '/4" x 1" 1.5 0.7 HRMS031100EG s/s" x 1" 2.6 1.2 _ HRMS031125EG 5/s" x 1'/4" 3 1.4 HRMS037100EG '/e° x 1" 4.1 1.9 HRMS037125EG 3/s" x 11/4" 4.7 2.1. .HRMS037150EG 3/e" x 1'/s° 5.3 2.4 o, m,c � N �o �a a� o Hex Slotted Machine Screws v Q+ Ury �W LU C r 4" - - "�• _ .. . � � LLT Flat Head Machine Screws - Cone Point Set Screws 00acs Part "�. •Size bs=(ttpy� HSHS025050EG 1'A' x 1/2" 1.4 0.6 HSHS025062EG ''/7 x 5/e" 1.5 0.7 HSHS025075EG 'A' x 3/4 1.7 0.8 HSHS0311ONG 5/,s" x 1" 2.6 1.2 HSHS031125EG 5/is" x 1'/4" 3 1.4 HSHS031150EG 5/6° x 1'/z" 3.4 1.5 ' HSHS037125EG 3/e° x 1'/4° 5.3 2.4 v Q+ Ury �W LU C r 4" - - "�• _ .. . � � LLT Flat Head Machine Screws - Cone Point Set Screws N mE �m • t0 N f0 d� u' cn � Cm G � 'a o� - d� 00acs t:zrtNo._+ Siz_e Lbsy(kg) HCSS0251ONG '/4" x 1" 2.8 1.3 _ HCSS031150EG 5/s° x 1'/2 3.9 1.8 HCSS037150EG '/e x tY2" 4.5 2.0 _ _ HCSS037200EG i'/e" x 2" 6.1 2.8 HCSS050150EG '/i' x 11/2" 8.5 3.9 'HCSS050200EG ''/2" x 2" 11.4 5.2 HCSS062150EG 5/e" x 11/2" 14.5 6.6 HCSS062200EG 5/e" z 2" '23.0 10.4 N mE �m • t0 N f0 d� u' cn � Cm G � 'a o� - d� V/ g_ TL C-) �E � T NO3 CL R N d W Square Nuts M Hexagon Nuts �i 0 Wt/1o_o pcs - Part No. Size-- - Lbs kgl HSQN025EG 'A" 0.9 0.4 HSQN031EG s/16° 1.6 :P9200 0.7 HSQN037EG 3/e 2.7 1.2 HSQN050EG '/2" _ 5.8 2.6 HSQN062EG 5/a° 10.7 4.9 HSQN075EG 3/a' 15.4 6.9 HSQN087EG �/a° _ 24.9 11.3 HSQN100EG 1" 36.3 16.5 �i Flat Washers Lock Washers _ �EW LL y CIS a T EE �d �a �N N vE P T _y LL 0 -Wt/100 PCs" Part NO. Size Lbs fkg)- HHXN025EG 'A" 0.6 0.3 HHXN031EG 1/6" 1.2 :P9200 0.5 HHXN037EG 3/a° 1.6 0.7 HHXN050EG '/2" 4.8 2.2 HHXN062EG 5/s" 7.3 3.3 HHXN075EG 3/a° 11.9 5.4 HHXN087EG '/e 19 8.6 HHXN100EG 1 28.3 12.8 Flat Washers Lock Washers _ �EW LL y CIS a T EE �d �a �N N vE P T _y LL P9010 Rivet P9209 Gravity Pin Wt/100 pcs: 10.0 Lbs (4.5 kg) Wt/l00 pcs: 10.0 Lbs (4.5 kg) 3�4" 1/4" (19.1) (6.4) i 7A2" (13.5) For use with P9000, P9200 & P1000 H3 i= aT � 0 Wtt't00Dcs _ pati No. Size; Lbs (kg) HFLW025EG '''A 0.8 0.4 _ HFLW031 EG 1/16" 1 :P9200 0.5 _ HFLW037EG 3/e"� 1.5 i 0.7 HFLW050EG '/i 3.5 1.6 IIFLWO62EG 1/e" 7.7 3.5 HFLW075EG 3/" 11 5.0 HFLW087EG '/e 15.3 6.9 HFLW100EG 1" 18.8 8.5 P9010 Rivet P9209 Gravity Pin Wt/100 pcs: 10.0 Lbs (4.5 kg) Wt/l00 pcs: 10.0 Lbs (4.5 kg) 3�4" 1/4" (19.1) (6.4) i 7A2" (13.5) For use with P9000, P9200 & P1000 H3 i= aT � 0 -Wt/lac acs Pati No. slae Lbs (kp) HLKW025EG 'A 0.25 0.1 HLKW031EG 5/e' 0.41 :P9200 0.2 HLKW037EG _--- 3/e" 0.63 0.3 HLKWO50EG '/2" 1.32 0.60 HLKW062EG 1/e" 2.20 1.0 HLKW075EG 3/a" 3.80 HLKW087EG '/e" _1.7 6.00 2.7 HLKW100EG 1" 8.80 4.0 P9010 Rivet P9209 Gravity Pin Wt/100 pcs: 10.0 Lbs (4.5 kg) Wt/l00 pcs: 10.0 Lbs (4.5 kg) 3�4" 1/4" (19.1) (6.4) i 7A2" (13.5) For use with P9000, P9200 & P1000 H3 i= aT � 0 P9000, or 0 P1000H3 / :P9200 2 3W d (60.3) 1 7/8' - 1� (47.6) (12.7) s 2 Ye" (54J -_._d'. For use with P9000, P9200 & P1000 H3. Steel Threaded Rod _ r� ; N z T n. w P!FL—oad Carrying Capacity Of Threaded Hot Rolled Steel o . i Conforming To Astm A575 And A576 ' Wt/f00 ft .%, pa tio. Slze LLs 84 HTHR025 '/4' x 20 13 , mefe tn'&1mlrgj3v, 5.9 HTHR031 5/,e" x 18 20 43.9 9.1 HTHR037 3/8' x-16 30 81.3 13.6 HTHR044 7/1 s" x 14 30 130.3 13.6 HTHR050 1/2' x 13 53 194.8 24.0 HTHR062 s/s" x 11 84 ' 270.3 38.1 HTHR075 'A" x 10 124 ' 356.1 56.2 HTHR087 '/a" x 9 170 447.1. 77.1 HTHR100 1" x 8 223 101.2 r� ; N z T n. w P!FL—oad Carrying Capacity Of Threaded Hot Rolled Steel o . i Conforming To Astm A575 And A576 N vE m a . W U :J "Extracted from American Standard Code for pressure piping (ASA 1331.1-1973, with permission of the publisher, the American Society of Mechanical Engineers, United Engineering Center, 345 E. 47th Street, New York, New York). s �E + - 1 2CD ` � '�' }' ', '' - �. rot �• � �n ` - .� o c aximuin, Jfionl�'Iinil 66S� l RFool:�Area `((349-X, , mefe tn'&1mlrgj3v, 5s rXgj % 0.068 610 43.9 277 — '/2 _ 0.126 •, 1,130' 81.3 513 ` % 0.202 1,810 130.3 821 3/4 0.302 2,710 '. . 194.8 1,229 -- 13/4 : 0.419 .3,770 270.3 1,710 1 0.552 4,960 ' 356.1 2,250 1'/a 0.693 6,230_ 447.1. 2,826 N vE m a . W U :J "Extracted from American Standard Code for pressure piping (ASA 1331.1-1973, with permission of the publisher, the American Society of Mechanical Engineers, United Engineering Center, 345 E. 47th Street, New York, New York). s �E + - 1 2CD ` � '�' }' ', '' - �. rot �• � �n ` - .� o c aximuin, Safe load. tComigab Rooi=Area aiE650°Fk(343'C) 93ir;alea e(rmj Lbs 1'/4 0.889 8,000 - 573.5 3,629 1% 1.053 9,470 679.4 4,296 11h1 1.293 L 11,630 834.2 5.275 1% 1.515 13,630 977.4 6,182 13/4 : 1.714 15,690 1,105.8 7,117 17/s 2.048 18,430 ' 1,321.3 A,, 360 2 2.292 20,690 t 1,478.7 9,385 N vE m a . W U :J "Extracted from American Standard Code for pressure piping (ASA 1331.1-1973, with permission of the publisher, the American Society of Mechanical Engineers, United Engineering Center, 345 E. 47th Street, New York, New York). s �E + - 1 2CD ` � '�' }' ', '' - �. rot �• � �n ` - .� o c 1, UN STf;�JT Steel Coupler Nuts r - W 9L U c� .J - - - Length Wt/100 gcs u Part No. Slzo - �'/4' In (mm) Lbs ft) HRCN025 - 20 '/s 1.9 - Rod Stress 22.2 --- 0.9 HRCN031 5/16' 18 13/a' 7.5 ------ - 445 . ---_ 34 HRCN037 '/e" 16 1'/a° 9.0 B04 Compression 4.000 PSI 44.5 4.1 HRCN044 'A6" 14 13/4 10.4 - 0100'/0 81,026 kPa 44.5 4.7 _ HRCN050 '/2" - 13 13/a' 10.0 Lba /ky) In (mm) 44.5 4.5 HRCN062 5/e" 11 2'/e" 18.0 610 14 54.0 8.2 HRCN075 3/4" 10 2'/a' _ - 28.0 -- _ 57,2 12.7- HRCN087 '/8" 9 9'/2" 55.0 1130 20 63.5 2_4.9__ HRCN100 1" - 8 23/4" 73.0 513 508 6°.9 33.1 P2485 Cradle Clip Wt/100 pcs: 3.0 Lbs (1.4 kg) UU C H c. P2485 Cradle Clip LL _ P1000T I Threaded Rod P3008 Nut '_' 3/8 x 1" Hex Head Cap Screw !n 131000TP1000 Channel Cradle f Channel f Lateral Brace Clip Stiffener P1000 Channel Transverse Brace L L � 1 1/4 , (31.8) P1546 Cradle clip only, order other items seperately. Refer to seismic bracing systems catalog for more detailed information. ............ Clio Spatina M.- ... ,..... Rod Stress Rod Stress Rod Stress Max. Allowable 6500/4 075% @1001/0 Root Root Radius of B04 Compression 4.000 PSI 6.750 PSI 9,000 PSI Rod Size Area Diameter Gyration 0100'/0 81,026 kPa 46,539 kPa 82;053 kPa In In2 (mm2) In (mm�J In ( Lba /ky) In (mm) In (m_m) ip (mm)- % 0.068 0.314 0.0785 610 14 12 10 43 87 7.98 1.99 277 356 305 2.54 '/2 0.126 0.425 0.1063 1130 20 16 14 81.29 10.8 2.7 513 508 405 356 % 0.202 0.536 0.1341 1810 24 20 16 130.3 13.6! 3.41 821 610 508 406 3/4 0.302 0.652 0.163 2710 30 24 20 194.8 16.56 4.14 1,229 762 610 508 '/8 0.419 0.73 0.183 3770 35 28 25 270.3 18.54 4.65 1.710 889 1. 711 635 1 0.552 0.838 0.21 4960 40 33 28 356.1 21.29 5.33 2,250 1,016 638 711