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BRES2015-0261r y �✓ \l dw ` 78-495 CALLE TAMPICO D LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2015-0261 Property Address: 54925-AVENIDA RAMIREZ APN: 774295021 Application Description: COMPTON RESIDENCE REMODEL Property Zoning: Application Valuation: $36,000.00 Applicant:. D Lrti u PETER & SHEILA COMPTON 1641 QUANTILLO RD AUG 12 2015 APPLE VALLEY, CA 92307 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT LICENSED 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: _ License No.: Date:. Contractor: OWNER -BUILDER DECLARATION 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 licensed pursuant to 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 that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for iX permit subjects the applicant to a civil penalty of not more than five hundred dollars 500).: i) 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.). (� I, 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.). (_) I am exempt*under Sec. B.&P.C. for this reason Date: -� ) �5 Owner: It 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: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/12/2015 Owner: PETER & SHEILA:COMPTON 1641 QUANTILLO RD APPLE VALLEY, CA 92307 1\ Contractor: OWNER BUILDER Llc. No.: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one :)f 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' --ompensation insurance, as required by Section 3700 of the Labor Code, for the perfc rmance of the work for which this permit is issued. My workers' compensation insurarce carrier and polity number are: Carrier:- Policy Number: I certify that in the performance dF 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 tnat, if l should become subject to the workers' compensation provisions of Section3700 of the Labor Code, I shall forthwith comply with those provisions. fInAs� Date: IZN)% (') Applicant: WARNING: FAILURE TO SECURE WORKERS' CDMPENSATION COVERAGE 15 UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIM NAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to fie Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to`any permit issued as a result of this application , the owner, and the applicant, each agrees to, and, shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permifissued as a result of this app;ication becomes null and void if work is not commenced within 180 days from date cf issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and State that the above information is correct. I agree to comply with all city and county or.linances and state laws relating to building construction, and hereby authorize represereatives of this city to enter upon the above- fnentioneed property for inspection purposes: D\ate:y 111'I Signature (Applicant or Agent): ` �C l . . . ... .... iillT -RM W "u, Rilk WNW,4, um -Rip ACCO 1.11110 6 111;11111 WIS.- r 0 -N, , �VIIM= 0 -20306 ",BSAS,SB1473 FEE "J 1'-0000� '00 X -$-'•h qN A 01 A t t no N., t ? Total, Paid forBUILDING7 SfANDARDSADMINISTRATION BSA $ 2.00. 0:00 ggg 'M fy MOUNT 1W i Y� -PA .v E. iMs�TDESCRIPTIONOil .1, US 51 ffl 4, OTHER ^ELECTRICAL EQUIPMEN .. T 101-0000-42403 :0. $72.51,;,; �mta "m TY, -w-WRE 9 9 9 HECK4k. .kl�*mw tall,.... ....... ..... VP,. l2z All r@ �02�N DESCRIPTION,; ;:W MR Wi� 1-wr,4ACCOUNTE, ?QTY e x IOUNR, m% " " INPAID st mn, 511 RNMDESC g' 't—W-5 YEN, IN IN 'S v Q,440. OTHER .ELECTRICAL . EQUIPMENT PC 1 1;. 000-42600 b .10 0 .0 gr Fgo"gam ma.- Wj iPAV�' wilmmg }RECEIPTqCHECK 11106 Avti Lo, SOON 4.6 -,m M DESCRIPTIONW'Rm 5 'NOAC ii N.U. N. SPAMOUN -PAID DAT& .tea{ R y- - C S:�; ERVI E�Vlo",T� 101=0000-42403' $24. 7z 0.1 OQ M E T 9 Mg 0sffig,.'TY&l'..nT.!RECEI P y ` CLTM.B, WW N �g OHIO- gN F_ R "MON �kl!W NT' ERRnrQi `AIV l', n"! i,�"NNN','MAIDMATE�, m g,,A& r, ge W. STY g �05, ,Aibl� W.R. W#i W_ VRE W, RE Wlt�S, SERVICES PC -101-000OA24 03� 0 � 9 0 $0.00 IM PIMA"T, r''36 Y I I � WE I I 11 Sm 0 # _lut..Al 21 -GtaMm m 51 Total Paid' orELECTRIC41�:'. $181.28 _4_1 ACCOUNTA' f QTY PAID DOATEI �.;,,MOUNT %A sks wll,�,uk��, j -OTHER MECHANICAL EQUIPMENT 101-0000742402. . 36 26 ` .. $0.0;,. W70 g WR VIETH RECEIPT#' m., -6 Z §2-- PHR SO R, ,,CHECK rla CN 'Till pi v v&,- W., COUNT� �-'Pwd �,Rlq'06 M`852w. �4 N." Men, am, p. MIME 20 T OTHER MECHANICAL` EQUIPMENT PIC,, 101-0000-42600 $36.26 00. " ,.M1_ attmlC m. 4* IS , 1 aEt MOD, 6p mmlCHECW#? 7q!R:jCjM CLT ; � : 'W'"..A.1 NCNB, R. E .D % r To tal'Paid forMECHANICAL: $72..'52 $0.00:, "WE WE L7 CC 22 Mill QTY AMOUNT s PAID PAID DATE: OR PAT .OPEN IO:CO%/fRSTD �101-0000424o4 --0 s 194. 34 '0.00, N I PAID R MIN g5g*MIT'r, W. j-PI'md"Ad- RUN IT R NO -�-RECEIPTI H 4 g4xg _0 ss B grn-mms. 10i -gl S� w %QT Y �u.ERMAMOUN RR, V�lffl,PAIDDATE .k ,t _G,�m, R27N 217. �PATIO;COVER,STD, OPEN.PC P,-42600 101 -0000 .:".0,'., 191,.44,, _ 0'.00 , .,. I g M' flWOM, , . . %,e . 32m , , I I , M " I MI. `151 v! I PaTil MIR ME I Z 2 0"UCHE WIN CK,# V UT A �14, ,.g r i Y%Y s J1 0 -'T til Paid forPATIO COVER :/,COVERED PORCHL J' LATTICE t,' 4, i �.�'xtrc;:3, -[.a_A000UNT��'QTYui>.,.' i "DESCRIPTION AM�OUNTEPq�.._PgDDATE BCIILDING- SEWER�: 101-0000-42401 , . 0 $12.00'. $0.00 :,•.yrs.X. , �jrc<E`s°" „' a'ri-Y:r', PAIDaBY� £ Ftw Y °::. METHOD`S' r«:d °'..Avc. s�.. E'•.nr`_"nh''"t"'}yvy�".r,K=&£e. ': RECEIPTz# # �s�:: CLTD BY' .y ._'� ¢r urry. F ... ..a >..'av r's.�..xa«.xn� ti .4. 'r '�k5i _� f Z,4 i •Y,'e z. xf <y:x. yy.,'Ga^+ag .SYy�E.E yF `'.`.E+v}'x L�"Y Y ^'S.«h�fT ACCOUNT � : P y QTLY .:.�'4-3- i'.<a 'rE''.iiF, :.K:,] �. '�'Y X }.`R 4+: >„ AMOUNT M ..�iy '�'p�",i.. :Mr, Ci i W 0 PAID H .. :�D.F9 '� i k . E a � -DESCRIPTION ,� �4.: r?...:.x'AZ£..'r.:x`rfi43�eF?�.'h„,� s;r x k r'e c:<Bk ..i,:YwYr:<.,. •Six" r V<.,a...,r....Y�`:. , Y). -,.., y"ix.^zSQi-#'i'`�zd7P<-3,.k.Rx. n.„nFy <=xP z-d'F.<'!<•.•sa ,PAIDrt.,n »e3cW.,.£'i dtii+.+$r ,.; BUILDINGSEWER PC 101-0000-42600 ' 0, -$12.M: ':, $0.00 £ g — Q{ *y > . SnF� �' `.•i':'- v+, > ' %- { f.:{�' fk D ash*' >g a,: f aLk..v '.JN' (5%' 'w .s f �g gE d ve '�.; a , ry 4 :h:i;PY "=i ET1OD'•�` N k '4 g9 W r''rT}. S'if'4'. � f > 7?ilMll.- .:�' i +'S '� % d .3 �.*'s. RECEIPT#yCH,ECK:.#<. f : 'q r CLTD�BY. . 'iEr%:krds-Y ..,-ra�..�1 .3.5e .vc..✓-.s�93'zl” �;?.JS`zbwn2�:'ffE._t`-e�i�.R.t y fn�{)'..� i d.r3.R-nh o II c Total Paid'orPLUMBING:FEES: $24.18 $0:00 ...'� x;;T �,q'kDESCRIP.,T10N:'�:�-= id�k: Mm' z 'ire 4 E ., r $�ACCOUNTr�-,, �„ ".14, d QTY .:s,suE£. e'.;P` :r, -'4:w 3'• ' P x•..:,, r g - PAID # DATES .: ... ...-:A. :k';.�4..''F�aa.--s'a".x.I".<at , :- �iFu:f.'CE }.ih..n. '�S':`?F:S'^�k* wy'741VIOlJNTS� kaF..'-""':".' �.*r3>'£ -: �9i __PLAID: . v'�`t..Y: a:.f f... .. a 'SMI -.RESIDENTIAL 101-0000-20308 ; 0 ' - $4 68 ; $0:00 Piaf� a£' PAID BYE h r ..,ff.v3{T,< M'e' i 5. wYC i.. {� irc+`.x � METHOD 'S E a <£ �,r -x, Ec�eCzvfi<y.Y Tfi` .3'� L RECEIRT# Kf ...�� £ �,_'r''.Fd`""i.'''3 CIiECK$# ie"Y.pe`aS�. CLTw v Y h £ ,Y'".ura,: f,F.3;.,<:.sz.. F:K�>.k?',.fs.�`V.YiE Ri:., Y4d . n%...• L a t s a+.,< fTS4 S.,>;k. ' i. .s ii. .. ST•o-.R.a'.5±. :a ->E ESi� ;e,L w :xia:.1<:44� ;fim Total Paid for.STRONG',MOTION INSTRUMENTATION,SMt $4.68 f $0:00 . t054•'.i.;%hkY... �_ 4 DESCRIPTION � `� . 05ACCOUNV",4 'C4:�r, � Tlfm h r: ya,.=2•^�`?�3E $?s£r'".: �"M15 ' AMOUNT S' ., ...:^ via �r w Vii;. :.� "'PAID ' ad�o'.5i�!v?�v`4s A:,•: PAID DATE;? , �.. ','aE'a4:�_�..zkE?au'_.i.u:Wr:✓.•'.. 4'.,.,W :.."`Ts�w,*.<. j r: <.:x, MU.-< DOOR/WINDOW; REPLACETIRST 7 101-0000-42400 ' 0 $60.91 .; $0.00 ,£ 3rr'3"L^f -..'Y> SSq'Xiw°.� ".�,:°„ ...Yak .{.jcY,,, •4'e` i i+s .ke .T... i; d..fs!�t !^Xi `4,4....E pF Y C •"r. '3' E c^,•QX- �t A C, S. THOD ,;:, £3' F+',*.'e¢is:.' e-vE 4' 'A "1: S.✓=;Y" .a. i'.y�� ' CHECK#s II 'q. �." CL DBY ,PAID;,BY iFsA?f�*"l. c>£�:iCC. eRZ„a'i•X'Xo'Y`.5... E .4F, a a..e+�.,>: �FRECEIPT# ,�`:'A.° .'.2."::E:. k{ :rtxi.., :a'x?'<£8'<",-R'f. ::4i'S .�.✓.4Pai! a�..rYL-``.'l.eE`a. xaa. u�°X.°.'. :^0 xt yg�Y�.. �` DESCRIPTION �< x ACCOUNT QTY N LAMOUNT a-�5 S °� P ID'�-� `;� "ttiw�SE,.#-�.#:x'. hN�4n�M� Fll 'h.'.2Y $i:' M . YS. :.:.[ Y'Ak4.is�a' r.Y'�Y .';,•.k dA :"r, e "Y`�F`� ix �f ..a+i7°f' >'76'S2. +ia.`s'K�<.-' Tx�£;.:�+'".">x'Y ,,AID�DATE: DOOR/WINDOW,- REPLACE, EA ADDITION'S- 101=0000-42400 0 . $71.05 '$0:00 -- ' �F.,, "int L ME V, axN -'a F .."� L^r�; p yy k g� i:4 -I+.. PAID36Y� � na. OPENMETHOD x � �� i CHECK# CLTD BYE° I :;,°•tib Ed3r: ?`sa :. -k*`, x?:��'. I �x:a'.n I P'�"��`�''-x�:M `r'°u.. tisk:.:4�±: d'kd.'i:.. .:;7�, !'s..�... +�C .lrw .af:5.�2<•.xcH'k+. a°xv�a�.. 4;;.�4.dr..,x �'�. �^.a'<'«��.:xz :&A-[-... t. na:•C';s' £�.�, ��=t'x�:Y:�.F'k£„'�„-'��3? - a'S.x '°rMMEINIM lilax9sz DESCRIPTION�oIm S<'.`".C'.PS.cE;r'£fNk �a ..c:xa£'£ , ;'R •as".'&,F?tti 3 �[�NACCOUNT"v '..:QTYAIVIOUNT ;pAIRO PAIDDATE. DOOR/WINDOW, REPLACE, EA ADDITION 5. : 101 0000-42600 0 $8120 $0.00 PC 4s: v ,Aa ., . E at x °• R,._.s€ F,RECEIPT #;CHECK # m F CLTD BY. ._'�PAIDBYsAll £...��.��,�_.. �....,� �.,�_.ti.�.:RE ., rMETHOD �kn,_.:�.�:.f �� .. RAF, 3 aiin<+3£ <-..7f-u'"�,,,,g., ... , , `�;-i."A��' < , :..'.., ,-, �'S , >n « ` ..1'�t s' �:@fi�£� y;? ,�' 'g�: ,twzl ..E Y.+J iti, QAMOUNTF� ,..T,�r,tict'�..� & p' .N NOW PAID DATE �gDESCRIPTION 4 #3ACCOUNTE�' .. .E: kF�>�M£ xPA,ID� '—pit DOOR/WINDOW;:REPLACE FIRST 7 PC „101-0000742600 0 "f $116.22' .>x' ` «�p. �k:3 _._ u� a .. =: 4;k BMW I n Y , ` iPAID BY ,r �:::z as " .`, af.a.;.:;a.:r ,` :;. , 'r kGdr->;>':•ai r "vi ; rr'.E` .�s '� r ` moi_;=-<.... u xgill'sn., .; a F: a . BY, .�ECLTD .-. .. .. Total Paid,forWINDOW/SGDING_G'LASS'DOOR/FENESTRATION:' A : $323:38 i i { E , r ,•-y „ y i o II Description: COMPTON RESIDENCE REMODEL Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: REVISIONS REQUESTED Applied: 7/8/2015 EVA Approved: Parcel No: 774295021 Site Address: 54925 AVENIDA RAMIREZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 310 Lot: 10 Issued: UNIT 28 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $36,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 LUIS URIBE Details: PERMIT TO INCLUDE WINDOW CHANGE OUT, POOL EQUIPMENT RELOCATION, SERVICE PANEL UPGRADE, CHANGE OUT OF 3 SUB - PANELS, (2) OPEN LATTTICE PATIOS OF 96.SF AND 108 SF, AND 40 LF OF ABS DRAIN PIPE. WORK TO BE DONE PER 2013 CALIFORNIA BUILDING CODE. ALL OTHER WORK WILL NEED SEPERATE PERMIT. Printed: Wednesday, August 12, 2015 3:53:01 PM 1 of 4 "fSYSTCtitS ''ADDITIONAL CHRONOLOGY TYPE STAFF NAME ACTION DATE` _ COMPLETION DATEk NOTES PLAN CHECK PICKED UP LUIS URIBE 8/5/2015 8/5/2015 PLAN CHECK PICKED UP STEPHANIE KHATAMI 7/16/2015 7/16/2015 PETER COMPTON PLAN CHECK SUBMITTAL 1ST PLAN CHECK SUBMITTAL, STRUC CALCS FOR 2 FT HIGH ED VASQUEZ 7/8/2015 7/8/2015 RECEIVED RETAINING WALL, TITLE 24 DOCS RESUBMITTAL PHILIP JUAREZ 7/28/2015 7/28/2015 RESUBMITTAL RECIEVED NEED TO SPEAK TO PLANS EXAMINER LUIIFS IN REGARDS TO SUBMITTAL TO SEE ITS RESUBMITTAL PHILIP JUAREZ 8/6/2015 8/6/2015 COMPLETE APPLICANT AND LUIS HAD CONVERSATION ABOUT RESUBMITTAL.LUIS SAID PUT PLANS ON HIS DESK HE WILL REVIEW. TELEPHONE CALL LUIS URIBE 7/16/2015 7/16/2015 SPOKE WITH PETER LET HIM KNOW PLANS WERE READY FOR. CORRECTIONS. • • Printed: Wednesday, August 12, 2015 3:53:01 PM 1 of 4 "fSYSTCtitS . . ........ ... . .... ... .......... ... FINANCIALINFORMATIO�i.,:.,:.,., . .... .. DESCRIPTION. QW AMOUNT :PAID::, PAID Mt., —RECEIPT METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00. Total Paid forBUILDING STANDARDS ADMINISTRATION $2.00 $0.00 BSA: OTHER ELECTRICAL 101-0000-42403. 0 $72.51 0.00 EQUIPMENT OTHER ELECTRICAL 101-0000-42600 0 $72.51 $0.00 EQUIPMENT PC SERVICES 101-0000-42403 0 $24.17 $0.00 SERVICES PC 101-0000-42403 0 $12.09 $0.00 Total Paid forELECTRICAL: $181.28 $0.00 OTHER MECHANICAL 101-0000-42402 0 $36.26 $0.00' EQUIPMENT OTHER MECHANICAL 101-0000-42600 0, $36.26 $0.00 EQUIPMt-NT PC - Total Paid forMECHANICAL: $72.52 $0.00 PATIO COVER, STD, 101-0000-42404 0 $194.34 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $191.44 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH LATTICE $385.78 0.00 BUILDING SEWER 161-0000-42401 0 $12.09 F $0.00 Printed: Wednesday, August 12, 2015 3:53:01 PM 2 of 4 .CBM71YSTEMS PARENT PROJECTS Printed: Wednesday, August 12, 2015 3:53:01 PM 3 of 4. srsTEMS W DESCRIPTION ACCOUNT QTY AMOUNT PAID •PAID DATE RECEIPT# CHECK # METHOD �: PAID BY 'BY BUILDING SEWER PC 101-0000-42600 0 $12.09 $0.00 Total Paid for PLUMBING FEES: $24.18 $0.00, SMI - RESIDENTIAL 101-0000-20308 0 $4.68 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $4.68 $0.00 DOOR/WINDOW, 101-0000-42400 0 $60.91 $0.00 REPLACE FIRST 7 DOOR/WINDOW, REPLACE, EA ADDITION 101-0000-42400 0 $71.05 $0.00 S DOOR/WINDOW, _ REPLACE, EA ADDITION 101-0000-42600 .0 $81.20 $0.00 S PC DOOR/WINDOW, 101-0000-42600 0 $110.22 $0.00 REPLACE, FIRST 7 PC Total Paid forWINDOW/SLIDING GLASS $0.00 DOOR/FENESTRATION:-$323.38 TOTALS:• 00 PARENT PROJECTS Printed: Wednesday, August 12, 2015 3:53:01 PM 3 of 4. srsTEMS NON-STRUCTURAL - LUIS URIBE 7/28/2015 '8/4/2015 8/5/2615 REVISIONS REQUIRED NEED LOAD CALC FOR ELECTRICAL. 1 WK DOC 7/16/2015: LUIS URIBE REVIEW CORRECTIONS. 0 NON-STRUCTURAL- LUIS URIBE 8/6/2015 8/13/2015 1 WK BRES2015-0261- 1ST 1ST REVIEW DOC 7/16/2015: LUIS URIBE REVIEW CORRECTIONS. 0 CORRECTIONS LIST LIST.docx Bin # Qty of La Quinta Building 8r Safety Division S — v26 P.O. Box 1504 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012. ' 02. �'( Building Permit Application and Tracking Sheet Permit # �y,, Fr d2o S Z- 5 Project Address: S4 'a1 2S A V EN 1 n �, Owner's Name: A. P. Number: 1 1 k}' Z q S V Z I Address: l'p (e I N ru Legal Description: L6% D $LO,Lk 3 t b City, ST, Zip: plr ls_4 0 Contractor: z, VVV-, •E— � g to ► l• -.G E�.,�' Telephone: % � >M:.;;r<.; .,;.......:•.wx•: ,;:.. Address: bj, a /it i 1.0 Project Description: City, ST, Zip: P,,V p LE v bt C- 0-1 `p-tn_ Telephone: 'w}, r w y » ::: >�; :: r. .: !s,v 1—� Uv M., State Lic. # : CityLic. #.: Arch., Engr., Designer: S cdt�n.• 1.00 .6► to S'C1W' tr-- t G Joe t+ti P Sr. c a\ 0 f VA� 4. 11 .Address: Lr. -t a a L pin Y,1 rt c, City., ST, Zip: t Z}hIkA 61 -! C�qO Q i Q. G� 3 hA-v.1 Ca �� 0 .6LP Telephone: C • .I; w('A v< . 't ry.: s1 ;:,• :::9? >.>. „ Construction Type: uidfJ ccupancy: eri State Lic. #: Y% -&P,, I Project type circle one): New Addn Alter Qa air Demo Sq. Ft.: h 6 3 # Stories: #Units: Name of Contact Pers n: L., a ' 1 C �'�+ 1`� 3 Telephone # of Contact Person: Estimated Value of Project: 3 C, O APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Chedk Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" 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 corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees LPermit Fees P:'O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT - (760)777 -7012. FAX (760) 777-7011 PROPERTY OWNER'S PACKAGE Disclosures & Forms for Owner-Builders•Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building. permit has been submitted in -our rname listing yourself as the builder of�the. roperty improvements specified at S � + .q 'L5 b V tn�� u� 1�0,�., , t�-f 2 t � �' � ,�� "„) . We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit'until you have read, initialed your understanding of each. provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the -property owner, obtain the prior approval'of the permitting authority: - OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS.- Read and initial each statement below to signer you understand or verify this information. " 1. I understand a frequent practice of 'unlicensed persons is to have thero e p p rty owner oba_ain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not prD-vide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. C, 2..I understand building permits -are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. P 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect Myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his crher narrie instead of my own. �- 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. �t 5. I understand if i employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be.c:)nsidered an "employer" under state and federal law. 9- 6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance,- and.contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to.serious financial risk. �I. I understand under Califomia'Contractors' State License Law,.an Owner -Builder who builds single-family residential structures cannot legally build them with .the intent to offer them for sale, unless all work is: performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all cf the work is performed under contract. with a licensed general building Contractor. ' S. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries'sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. . I understand I may obtain more information regarding my obligations as an. "employer" from the Internal Revenue Service, the United States Small -Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. Falso understand I may contact the California Contractors' State License Board (CSLB) at 1- 800-321-CSLB (2752) or www.cslb-ca.gov.for more information about licensed contractors. 91-110.1 am aware of and consent to an Owner -Builder building permit applied for,in my name, and understand that I am the party legally ,' and financially responsible for proposed construction activity 'at the following address: 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements'that govern Owner -Builders as -Well as employers. 12. I agree to, notify the issuer of this form immediately of any additions?deletions, or changes to any of the information I have provided on this form Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board -may be unable to. assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may. be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm'is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner_Builder and. wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of -their workers' compensation insurance coverage. h Before a. building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be, presented when the permit is issued to verify the property owner's signature. Signature of property owner . C�6 Date: Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file, the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of AuthorizedAgent: Tel No Address of Authorized Agent: I declare under penalty of perjury that I am the property owner for the'address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the.owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owners signature. Property Owner's Signature: _ Date: X RN -TER SIZE AHQ SPACDIC toIto .c Roor MCH CST ---...--._ (S44C SIZE As PAFTCM SAM SUE RAFTER SPAN: Q 0.1f. r C'VERALL LENGTH- � o' 2000 PS.f CO"CRM 1 L. -J SPEC" ROOF , A10 SHEA"*mC OR OPE« • uT�:( (SEE R'JCXIN:; NOTE OH REVERSE) T MC V STRAPS — cleft -o/6- WITH (4) 16,9 HAILS OR BOAR SDE SETBACKn"ts 1 _ it BEL" MADE L --.j PROVIDE I- BETWEEN POCS'T LEARANCE AND CONCR£T.E -- On" t -An CE "no CoVotS any BE MA4ED To Wl ONE 1/'C r S U( SCBM TW4UGN FASM lfT� f� TAdt- — Jorsr HAIL oFl OR �o S' LAG SCBE" MO STUDS AT 16, O.C. LEDGER I TM APPROVAL BELOW 0& C U -STRAP OR AN( NON—CORROSIVE (4)- 164 NAILS OR BOLT U -STRAP OR AhCLE (4)- 16d HAILS — OR BOLT PROVIDE t' CLEARANCE BETWEEN POST AND CONCRETE . ANCHOR BOLT fEMBEO - T MIN. INTO CiDNCRETE) TYPICAL PATIO COVER DATE Of wPPtr�jc� I� C y STREiT' It00i2ESS on 5.K,• .•:xx 4 v v v RAFTER SPAN TABLE �,`�' Q tz q, poo GRADING RULES y C-2 PS- 20-70 V`St�' VSA V3d �O (FEET do INCHES)pJ,`�i.. 0115 NOTES: 1. 32' RAFTER SPACING IS ALLOWABLE FOR OPEN LATTICE PATIO COVERS ONLY. 2. FOR SOLID. PAHO COVERS IN OT LATTICE) RAFTER SPAN IS LIMITED TO 10'-0' USING THIS STANDARD. LATTICE ROOF. 16'a.c. HEADERS HEADERS DOUGLAS FIR NO. t DOUGLAS FIR NO. t SIDE SPAN SIZE SPAN 4x4 4x4 4'-0" 4x6 8'-0 4z6 6'-0 '4x8 1 � 4x8 8'-0 4x10 1'4'-0 400 1Q' -Q - 4x12 17'-0 _- NOTES: 1. 32' RAFTER SPACING IS ALLOWABLE FOR OPEN LATTICE PATIO COVERS ONLY. 2. FOR SOLID. PAHO COVERS IN OT LATTICE) RAFTER SPAN IS LIMITED TO 10'-0' USING THIS STANDARD. LATTICE ROOF. BUILT—UP ROOF HEADERS HEADERS DOUGLAS FIR NO. t DOUGLAS FIR NO. t SIDE SPAN SIZE SPAN 4x4 4x4 4'-0" 4x6 8'-0 4z6 6'-0 '4x8 1 � 4x8 8'-0 4x10 1'4'-0 400 1Q' -Q - 4x12 17'-0 4x12 12'-0 6x8 14_—p"_ 6x8 _ 1 Z' - 6x10 17 —0 6x10"_ 14'- ALL CONSTRUCTION SHALL CONFC . TO THE PROVISIONS OF THE :. MY OF LA QUNN7A PMIEDINb &'SAF=ETY DEPT, APPROVED FOR CONSTRUCTION DATE ( l DY ROOFING NOTES: A. BUILT-UP, ROLLED ROOF: SLOPE TO DRAIN. B. ROCK ROOF: 3/12 MAXIMUM PITCH. m *. _r • •. . _ rte y4- � .hv.. i ". r^ !� 7- .. .. - ` ' r .. .. a A �) �� ... ... 3 ` . OF CALIFORNIA r , . •t �•' ; ., Prescriptive Residential Alterations That Do Not Require'HERS Field Verification` CEC-CFIR-ALT-05-E Revised 01/15 + CALIFORNIA ENERGY COMMISSION �- J CERTIFICATE OF COMPLIANCE :• '• CF1R-ALT-05-E .. 6-30-2015 03 _ Prescriptive Residential Alterations That Do Not Require HERS Field Verification '(Page 1 of 8) '`' t 0 , , East ' 1 Project Name: Date Prepared: Peter Compton 7-26-2015 , 4 6 Number of Altered Dwelling Units: 1 07 Zip Code: 92253 �� 08 ,This compliance document is only applicable to simple alterations that do not require HERS verification for compliance. When HERS verification is required, a CFIR-ALT-01 shall first be registered Natural Gas 09 with a HERS Provider Data Registry. ^ -+- Alterations to Space Conditioning Systems that are exempt from HERS verification requirements may use the CFIR-ALT-05 and CF2R- ALT -05 Compliance Documents Possible exemptions from duct 1,763 11 leakage testing include: less than 40 ft of ducts were added or replaced; or the existing duct system was insulated with asbestos; or the existing duct system was previously tested and passed by a 4' '.. HERS Rater. If space conditioning systems are altered and are not exempt from HERS verification, then a CFIR-ALT-02 must be completed and registered with a HERS Provider Data Registry. 1,763 13 Project scope: replacing fenestration/glazing11 Alterations that utilize Closed Cell Spray Polyurethane Foam (ccSPF) with a density of 1.5 to less than 2.5 pounds per cubic foot having an R -value other than 5.8 per inch, or Open Cell Spray ' Polyurethane Foam (ocSPF) with a density of 0.4 to less than 1.5 pounds per cubic foot having an R -value of 3.6 per inch, shall complete and register a CFIR-ALT-01 with a HERS Provider Data f . _ Registry. If more than one person has responsibility for installation'of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are , responsible. Alternatively, the person with chief responsibilityfor construction shall prepare and sign this certificate for the entire construction. All applicable Mandatory Measures shall be met.' t Temporary labels shall not be removed before verification by the buildin ' spector. +: V ifD\ A. GENERAL INFORMATION. 01 Project Name: Compton Alteration '�S/1/O' - 4 . Date Prepared: 6-30-2015 03 Project Location: 54925 Avenida Ramirez 0 Building Front Orientation (deg or cardinal): ' East 05 CA City: La Quinta V7O'Cl 6 Number of Altered Dwelling Units: 1 07 Zip Code: 92253 �� 08 Fuel Type: Natural Gas 09 Climate Zone: .15 w 10 Total Conditioned Floor Area (ft): 1,763 11 Building Type Single Family Residence '.000or12 slab Area (ftZ) 1,763 13 Project scope: replacing fenestration/glazing11 HEC 4099 J(l�`2 8 2015 -t CITYF f . COMAi►UN G?UINTq ��I s f '. CA Building Energy, Efficiency Standards - 2013 Residential Compliance, �� PMENT - January 201 + Ao— STATE OF CALIFORNIA Prescriptive Residential Alterations That Do Not Require HERS Field Verification' " CEC-CFIR-ALT-OS-E Revised 01/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - CF1R-ALT-05-E Prescriptive Residential Alterations That Do Not Require HERS Field Verification (Page 2 of 8) , Project Name: Peter Compton Date Prepared: 7-26-2015 B. BUILDING INSULATION DETAILS (Section 150.2(b)1) 01 02 03 04 05 06 07 08 09 10 11 Tag/ID Assembly Type Frame Type Frame Depth (inches) Frame Spacing (inches) Proposed Required Comments Cavity I R -value Continuous Insulation R -value LI -factor Appendix JA4Reference LI -Factor Table Cell Walls Existing Walls Wood 2X4 16, R-13 0 4.31 A4 0.'102 Existing Roof. Existing Roof Wood 2X4 24 R-30 0 4.2.1 A8 0.032 Existing CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 ,. A,+..:...c 4 ....: y.,.:. ... _ .. :. A.. § � i.-'•( �'�.: st jlHT ..4 .. ..w.r .. .. .....aP"r p STATE OF CALIFORNIA . Prescriptive Residential Alterations That Do Not Require HERS Field Verification _ CEC-CFIR-ALT-05-E Revised 01/15 CERTIFICATE OF COMPLIANCE Prescriptive Residential Alterations That Do Not Require HERS field Verificaition Project Name: Peter Compton Date Prepared: 7-26-2015 C. ROOF REPLACEMENT (Prescriptive Alteration, Section 150.2(b)IH) 01 02 03 04 05 06 07 08 09 10 11 12 13 Method of Compliance Roof Pitch Exception CRRC Product ID Number Product Type R -value Deck Insulation Proposed Minimum Required Initial Solar Reflectance Aged Solar Reflectance Thermal Emittance SRI (Optional) Aged Solar Reflectance Thermal Emittance SRI (Optional) N/A ---------- ----------- --------------------- ------- ------- ------ ------ ----- ----- ------ ------ ----- Maximum Maximum Maximum Alteration West -Facing Allowed Allowed Allowed Allowed Area For All Area For All Area for All Fenestration . Comments Type Fenestration LI -factor U -factor SHGC SHGC Orientations (ft2) Orientations (ft 2) Area Only Orientations (ft)(ft)(Windows) Area (Skylights) (Windows) (Skylights) (Windows) (Skylights) replacing N/A I N/A N/A 650 1280.76 1.32 1 N/A .25 1 N/A Replacing Existing with new NOTES • Roof area covered by building integrated photovoltaic panels and solar thermal panels are exempt from the above Cool Roof, requirements. • Liquid field applied coatings must comply with installation criteria from section 110.8(i)4. D. FENESTRATION/GLAZING AREAS ALLOWED (Section 150.2(b)1) 01 02 03 04 05 06 07 Maximum Maximum Allowed Allowed Maximum Existing Existing ' Fenestration Fenestration Allowed i=enestrailun West-Pcin ag maximum Maximum Maximum Maximum Alteration West -Facing Allowed Allowed Allowed Allowed Area For All Area For All Area for All Fenestration . Comments Type Fenestration LI -factor U -factor SHGC SHGC Orientations (ft2) Orientations (ft 2) Area Only Orientations (ft)(ft)(Windows) Area (Skylights) (Windows) (Skylights) (Windows) (Skylights) replacing N/A I N/A N/A 650 1280.76 1.32 1 N/A .25 1 N/A Replacing Existing with new CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 .. ;.: .i _. t....:Y -...._ .. .. .... 1•'1„4.+-.r y �x''J� 1. <w 'a,....ry r .... � ._ ...�.... .. ..__- ��: k+.^•T �ti F.. - - - -. � �.•1a'. S.. .. _ . 3 l.. _ STATE OF CALIFORNIA Prescriptive Residential Alterations That Do Not Require HERS Field Verification CEC-CFIR-ALT-05-E Revised 01/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-05-E Prescriptive Residential Alterations That Do Not Require HERS Field Verification (Page4 of 8) Project Name: Peter COMDton Date Prepared: 7-26-2015 E. FENESTRATION PROPOSED AREAS AND EFFICIENCIES — Add (Section 150.2(b)lA) 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Tag/ID Fenestration Type Frame Type Dynamic Glazing Orientation N, S, W, E Number of Panes Proposed Fenestration Area (ft) Proposed West Facing Fenestration Area (ft) U -factor Source SHGC Source Exterior Shading Device Combined SHGC from CFIR-ENV- 03 N/A/ ----------- -------- ---------- ----------- ---------- --------- ---------- ---------- --------- -------=- ---------- --------- -------- 15 Existing + Proposed Fenestration Area N/A 16 Maximum Allowed Fenestration Area N/A 17 Compliance Statement Is the Existing + Proposed Fenestration Area 5 the Maximum Allowed Fenestration Area ❑ Yes ❑ No 18 Existing + Proposed West -Facing Fenestration Area N/A 19 Maximum Allowed West Fenestration Area N/A 20 Compliance Statement Is the Existing + Proposed West -Facing Fenestration Area 5 he Maximum Allowed West Fenestration Area ❑ Yes ❑ No 21 Proposed Fenestration U -factor (Windows) N/A 22 Required Fenestration U -factor (Windows) N/A 23 Compliance Statement Is the Proposed Fenestration U -factor <_ the Required Fenestration U -factor ❑ Yes ❑ No 24 Proposed Fenestration SHGC (Windows) N/A 25 Required Fenestration SHGC (Windows) N/A 26 Compliance Statement Is the Proposed Fenestration SHGC15 the Required Fenestration SHGC ❑ Yes ❑ No 27 Proposed Fenestration LI -factor (Skylights) N/A 28 Required Fenestration U -factor (Skylights) N/A 29 Compliance Statement Is the Proposed Fenestration U -factor 5 the Required Fenestration LI -factor ❑ Yes ❑ No 30 Proposed Fenestration SHGC (Skylights) N/A 31 Required Fenestration SHGC (Skylights) N/A 32 Compliance Statement Is the Proposed Fenestration SHGC15 the Required Fenestration SHGC ' ❑ Yes ❑ No CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 STATE OF CALIFORNIA . Prescriptive Residential Alterations That Do Not Require HERS Field Verification - CEC-CFIR-ALT-05-E Revised 01/15 CERTIFICATE OF COMPLIANCE Prescriptive Residential Alterations That Do Not Require HERS Field Verification Pmject Name: Peter Compton F. FENESTRATION/GLAZING PROPOSED AREAS AND EFFICIENCIES - Replace (Section 150.2(b)1B) 01 02 03 CALIFORNIA ENERGY COMMISSION 05 CFIR-ALT-05-E 07 08 (Page 5 of 8)• 10 Date Prepared: 7-26-2015 12 , 14 Tag/ ID Fenestration Type Frame Type- Dynamic Glazing Orientation N, S, W, E F. FENESTRATION/GLAZING PROPOSED AREAS AND EFFICIENCIES - Replace (Section 150.2(b)1B) 01 02 03 04 05 06 07 08 9 10 11 12 13 14 Tag/ ID Fenestration Type Frame Type- Dynamic Glazing Orientation N, S, W, E Area Removed (ft)(ft)- Area Added Net Added Area (ft)U-factor Source SHGC Source Exterior Shading Device Combined SHGC from CF1R-ENV-03 7-9,1f Operable Non -Meta None NORTH 204.26 204.26 0 .32 110.6-A .25 110.6-A None N/A 14-16 Operable Non -Meta None NORTH 29.73 29.73 0 .32 110.6-A .25 110.6-A None N/A 4-7b Operable Non -Meta None East 122.06 122.06 0 .32 110.6-A .25 110.6-A None N/A 10-14 Operable Non -Meta None East 81.54 81.54 0 .32 110.6-A' .25 110.6-A None N/A 2-3 lOperable, Non -Meta None . South 20.54 20.54 0 .32 110.6-A .25 110.6-A None N/A 11&1 Operable Non -Meta None South_ 74.49 . 74.49 0 .32 110.6-A .25 110.6-A None N/A 7,9,11 Operable Non -Meta None West 181.28 181.28 0 1.32 110.6-A .25 110.6-A None N/A 1.0&1 Operable Non -Meta None West 46.60 46.60 0 .32 110.6-A .25 110.6-A None N/A -15 Net Added West -facing Fenestration Area 0 16 Existing + Added West -facing Fenestration Area 227.88 17 Maximum Allowed West -facing Fenestration Area N/a 18 Is West -facing Fenestration Area < Maximum Allowed West -facing Fenestration Area ❑ Yes [3No 19 Net Added Fenestration Area (all orientations) 0 20 Existing + Added Fenestration Area (all orientations) 649.19 21 Maximum Allowed Fenestration Area (all orientations) N/A 22 Is Existing + Added Fenestration Area < Maximum Allowed Fenestration Area (all orientations) 1 ❑ Yes ❑ No A A CA Building Energy Efficiency Standards - 2013 Residential Compliance ' ,_ .__ -'-". Pe{-cE+r/ �c.:'�: iii?asra.�_�- .. .1.: •�'i11.,�`.;. w:.ay:Aaw ,5r�� - STATE OF CALIFORNIA Prescriptive Residential Alterations That -Do Not Require'HERS Field Verification CEC-CFIR-ALT-05-E Revised 01/15 CERTIFICATE OF COMPLIANCE Prescriptive Residential Alterations That Do Not Require HERS Field Verification Project Name: Peter Compton J, f � CALIFORNIA ENERGY COMMISSION CFIR-ALT-05-E (Page 6 of 8), , ;w Date Prepared: 7-26-2015 G. SPACE CONDITIONING (SC) SYSTEMS — HEATING/COOLING (Prescriptive section 150.2(b)) Alterations to Space Conditioning Systems shall be exempt from HERS verification requirements as prerequisite for use of the CFIR-ALT-05 and. CF2R- ALT -05 Compliance Documents. If new space . conditioning systems are installed or existing systems are altered and are not exempt from HERS verification, then a MR -ALT -01 shall be completed and registered with a HERS Provider Data Registry. In each row below for each dwelling unit in the building, check the box that indicates the exemption from HERS verification compliance: ❑ a: space conditioning system was not altered; ❑ b: less than 40 ft of ducts were added or replaced; ❑ c: (exempt from dud leakage testing) if: the existing duct system was insulated with asbestos; ❑ d: (exempt from duct leakage testing) if: the existing dud system was previously tested and passed by a HERS Rater. 01 02 03 04 Dwelling Unit Name SC System Identification or Name SC System Location or Area Served Exemption from HERS Verification Existing Residence Exisitng Existing Oa ❑ b ❑ c ❑ d - 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 11 0 0 0 0 0 0 0 13 0 0 0 0 0 - 13 b 0 0 - 0 0 0 ❑d- ❑a 0 0 0 0 0 0 -❑d. 11 0 0 0 CA Building Energy Efficiency Standards -2013 Residential Compliance January 2015 ' STATE OF CALIFORNIA Prescriptive Residential Alterations That Do Not Require HERS Field Verification, -ALT-05-IH (Revised 01/15) CERTIFICATE OF COMPLIANCE Prescriptive Residential Alterations That Do Not Require HERS Field Verification Project Name: Peter Compton CALIFORNIA ENERGY COMMISSION CF111-ALT-05-E (Page 7 of 8) , Prepared: 7-26-2015 02 03 04 05 06 07 08 09 '10 ill, . 15' ` 12 Water Heating System Identification or Name 13 14. H. WATER HEATING SYSTEMS (Section 150.2(b)1G) 01 02 03 04 05 06 07 08 09 '10 ill, . Dwelling Unit Name Water Heating System Identification or Name Water Heating System Location or Area Served Water Heating System Type Water Heater Type q of Water Heaters in System Water Heater Storage Volume (gal) Fuel Type Rated Input Type Rated Input Value Heating Efficiency Type Heating Efficiency Value Standby Loss (%) Exterior Insulation R -Value Back -Up Solar Savings Fraction Existing----- ------ ------- ------- ------- CA Building Energy Efficiency Standards - 2013 Residential Compliance January 2015 • ' S 3 ATE OF CALIFORNIA Prescriptive'Residential Alterations That Do Not Require HERS Field Verific tion CEC-CFIR-ALT-05-E Revised 01/15 - ` CERTIFICATE OF COMPLIANCE Prescriptive Residential Alterations That Do Not Require HERS Field Verification Project Name: Peter Crompton r CALIFORNIA ENERGY COMMISSION CF1R-ALT-05-E .(Page 8 of 8) r Date Prepared: 7-26-2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: . Documentationo i n Andrew Lemke , Company: Signature Date: Joule Energy Solutions Address: CEA/ HERS Certification Identification (if applicable): 14027 Zircon St. City/State/Zip: Phone: Hesperia, CA 92344 760-998-9573 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws.' of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible. designer). 3. That the energy features and perform ance,specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement'agency for all applicable inspections. I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: P�c► EIL C-0-t"2tY1 Responsible Designer Signature: , Company: r Date Signed: Address: tio,\4G, License: City/State/Zip: Phone:' � For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. CA Building Energy Efficiency Standards - 2013 Residential Compliance y... ..�1,. .. .. VOICE (760)777-7125 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QU.INTA, CALIFORNIA 92253 COMMUNITY'DEVELOPMENT. DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/27/2015 Application Number: BRES2015-0261 Owner: Property Address: 54925 AVENIDA RAMIREZ PETER & SHEILA COMPTON APN: 774295021 1641 QUANTILLO RD Application Description: COMPTON RESIDENCE REMODEL APPLE VALLEY, CA 92307 Property Zoning:. 1 Application Valuation: $36,000.00 (`� Applicant: PETER & SHEILA COMPTON Contractor: OWNER BUILDER 1✓ % 1-1641 QUANTILLO RD APPLE VALLEY, CA 92307 Llc. No.: LICENSED' 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: _ License No.: Date: Contractor: OWNER -BUILDER DECLARATION ' 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 licensed pursuant to 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 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).: (_) 1, 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 forsale. (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, 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.). (_) 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 isa 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: 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, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' 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 1 IMPORTANT: Application is hereby made to the Building Official 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 that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date:. Signature (Applicant or Agent): " a - k?'' tLS.<^✓�='%' n. -: W � �� QTY 3 > ,DESCRIPTION x fi �; yACCOUIVT J ;AMOUNT` z�PAID a .M9PAIWDATET w"-`{.R.:_;t;:_.,!k..r"Le'<4;xY.-..sh:<r�!.sr'L!�.,�``:�u3..'tiS.t"+k'�::�. .�'f'id',:rx:Mi-cx:wr:.. '�f:5Y.Y.,T!<.:.$at?.:.,:.x., a'tk-.::,s L. l,.ti';�✓. HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 $145:00 $0.00 .j- ,.�-p '.. f'.a 4k:..'Lh�:'fgp��,U S'sk.\.�!M;. .. 4h�*�, s3�' .:.:4ggiw--t- ,j�i_.,.::::k'"i`r.f"'+m��*S�f.' : 'Y,�Yi' c f 5.:..: Y1�•.eR.xlw'.,<: METHOD }1• �;.d_ 't ',Y'i': ',� ': �€ Nit, � + :t.`:�3Y£k:Juv��..:: .�. ewf n t'-.. 3.s RECEIPT#r CHECK# CLTD,BYj; 1�.,. yt.PAIDxBY ,,{, ;s_ .s� a �a x "'<m w �'.t. .5•.iR.2r.:. 5's,N.t �'.7 s:..rx•�h"f.,' �' x'°.'i*'''.`''�-.rr�.`.4X� ikr.# "r.c '^ h ..! .f.,T.-,..1'& <.':Di:b"<S:�NJ _. ..:.. a 1 .t, �ex.-.GY11.YT�,..�b.: 5.' !..:.r(.+- ,• Total.P.aid for BLDG CITY -STAFF,; -,PER HOUR: $145.00`. $0.00 :..P`'.E:�.ss•.n.*v '!tj..Fy dg... Y i ft YS Y ."d .`-fC<(`Srx eN .x 'Gn-F� :r DESCRIPT;IONr 4"y.-.�" :!?- .]'f-', -:Fx. p E"`(i,: :Y., h. -E vt:-4. 31{rti::'�efn ) "�`"S. {: : ( vf. .y FSC } fi f L. :' tr�.kv».3 ice. YUi :'.: !{. d; € x •`""'cs-` �2:•<.i. .-iT`T1 _.Vf�' £3ftFyr PAID, . ?S:`Y?.a,T'6:{•i:;x:N"`...xs.e.:is°..&._..a.";,:,.x.'C":*3F:.r..7.s�^£°^3;?<a...�,,.as ;>?rwxA000UNT+ e�: .QTY ::: € ^.AIVIOUNT�:;�<.sf.:.' Yu<-,..n..r::°x..,3.,•'a•`F'"_,'_-•`s,:`;:=a ix'ir�L`iS�i�.....tta:E...:.:k�<esf�i �Pi41DDATE BSAS SB1473 FEE 101=0000-20306 0 $2.00 $2.00 8/12/15 :i?..yy ,s r - m"•' ''� `/�r'e' 2.: "''(�, ' �' i4 ✓ aPAIU°BY trM +; ; §zE$ YE 7.3 ? §'"b ,;4...F.!R "Y ?:.lr 4;r T" 3 ins n' r : � _ f kF. ;X.i ,:+r 5a'.. tCp1 x i + n_ RECEIPT # vy < :�x +�.ii!f 4 (CHECK+# s N d CL<TD BY r x x'i'!;W:..:'at€ ,METIiOD`a :.+:'-,T3. :! C :.s.. f PETER & SHEILA COMPTON CHECK R8432 934 PJU Total'Paid for BUILDING' STANDARDS ADMINISTRATION BSA ' $2.00 $2.00 ;:srw s' :..?'s ,, c a.""t :C..:, `M-�,4 r' DE u �:{ n<rwe ..: >s�i as:k + x Ew ox ' kI: " €f'. AC000NT ,r:. 1%^m �;; , .<,' fnr,r.:.-c- *x• :'. i} . "' � F?..:._:' r ( '• r``':sx'�, AM0UNT -.21 'x: �, � aF : �T• � ; y PAID .':. 4 � w aE.. e r y Ts Y � h ,E`, QiTY p E 4!,Vw ��-Y�'� y � rPAID .z DATE FIXTURES; FIRST 20 ".101' 0000=42403'n1 1 $24.17':1 $0.00 _ : ,u, , E" ".§:. e! i,e • W!e'(v� .4� • rfe.x... di`'rs't=s. F`t-. z!..';o >Y t ';xnk PAID BY x ?.s. -- u V: Y..r#5:.:: " 4.RL'TEr 4:Y',�§a`.;.3.�-a��6:yh'av'kx.Stni'}y,.•Fa METIiOD {.e . > (�: E a<.ye..'E<va:C_` Sv{ lsu E x. S '::. �.-<�CLTD"BY„ ��#.��/ ' ?.'?.• ..<S. ': i. Jn xY`r#' r. 1L,4E5'3 Y.A. ✓3h �:.. .i T , �cr , : =_x r„rte �`".L•i,:xiT"^� 1 ;, «x; y1!v`?•,SvY..<£i�'. v5 cn.3:i:11:-.§_.+3: �.-r?F'.ii.e:iin�,.fi'LEiN y"rce'" �y.A:. 'Spp�' Nn.B n�itF'a...Y x.x'�C.::SL`•4 {'.4.,f>k-h.� i4Fh.'�f F'''TEi"�.•YY+.`ij,l i?.. ,' Y'y'i:F.`" :e-. ' D.ESCRIPT.ION ti X�• {'..->+,•f,G.WUSX,..yrf� .£ ^[4.Fu S` Y R sjy P 7� i, 9f'.r<.F<-'fi. _ I'�!, A000UNTY t 3 Ltr"kYL '.Y}y, .; < QTyY� �'�M'.-4: d•,' .N4LV-„.'„( �. �.r z:: -:. `.t,o. .y_n.l._ yTNR-.xE E,yitl�5s 3 S;x.fyW �. ,k_sY.£"Pi!'k'r j " °,!� PAID* y E � +C- � t., _- :AMOUNT e FIXTURES, FIRST 20-13C 101-0000-4260.0 1 $24,.17.. $0.00 �.n„x:.:M.S +v3.;4 n`:'°'tx"3$�:;-ti's`. +>;c.�y, x'£a, N .:... 'S(xvV a'H •'� '*�". Y i t ,Att %` 3v i.!f PAIDBY .,a Sx-11` i'-s€j! '.7 ',i,' Sk .�. ;z„ gig. 'r'_t 4v 'C �qz v,y4ri ik 'HS`\�'? 'METHOD ,y}�Tf!- l'` ::. ,,k4d" 5,.?` r� RECEIPT# r .,' Y,4n CHECK#� Y !T3 xg . $:Y: �¢ }� .; 9 N L CLTD BY ,YF p:,�, x K�, , # ...f.`k- ..:.... s.:.:.4.w"x:X.t•.'Y's`:T .0 ,...:..t?n.a`ix i -I < -H s�� 1^,.F:rtn.�.gfi.:.5•ix....,...r__ael:!^.F;..kx! .r:...t>'•wr�«ni'.ssa,�+$'`'f, '�5,• S e�A�.�'�:' sY,r� p DESCRIPTION.. ay to :FI ¢';F` SIIXt� x . t ': ,+=E t 1' EF' ACCOUNTYrAMOUNT,.� M`,4 T w. -J, t . y - .�i:K4f .. t� �Y ITi �Ni y.f.:oYf?:' _ DATE> y{. K� ! «,.. fi,.'wssisa'i.N."...":,5.3"F..Hr>,:.ce:,4ttYsna.irk,T,r...K:3K.._t?u:..xis.:rn,a,a,4:Y,'4':fiSrS rPAIDP,AID OTHER EQUIPMENT . 101A00042403 0 $72.51 -$72.51 8/12/15 mELECTRICAL y•f`Ei `rr"t'j': G'4Ni�."4Nif �a:.F"r��i�, lYi%`: i7 + "'.� 3 S 'x,$, ( j BY C.R_'4a.<T 3-M•.. v,...CiY- :'hex x}W j .. �"'g: METHOD it arox RECEIPT # iaf. f,.^i?fir:#St£i>S^ •,'. CHECK # ..Y:... e 2 sroPAID : �y T.. uiF',i. a, A.-.S,..S$shxkau-..:S.. eaS :_..ai°'Fiz f.1.�,:3,''''Y �T'.210p N �}YCf:...Yvro. !a^.i'R:16 r'i...',.: i. k tCL#TD46Y PETER & SHEILA COMPTON CHECK ,R8432 934 PJU •^w?'., f-D!,yy CP „!6y y: 'ycxg-T'�y.ytfi+"X):.r. `j,t�•Y..a�tYefF.".SiA-. '41 ; :: .iIQUNT,SF_•i .:Vi �''Yaxax @ wz , PA. IDy!+��:- .DA`. TE' Y6C.fi:,C'+".i"O?Y✓U:...x,:N:T..».. -ikN °'x".. .H.. : Y.:Q:•"TF.x.Ys�J .�(!*$'.�. ,r::?;:,S,.t!`.:7`,: bF. t,iA.�,�A, 'I_aV 41Y^114'.Q9� tVY'�Y":: �f.TCz<Lf..F'x.1 OTHER ELECTRICAL EQUIPMENT PC101 0000-42600 .0. " $72.51. $72.51 8/12/15 x �•r-`i,t .' 4!'~ah-F -. S^ 311671,01 3.PAIU BYE " i : �{- /'�... 1. 4 x'f F: i'x,-. "l Y V:3`; : ' , V Y `' _ _ "'L:.;S... k q�y�RECEIPT#5� +I- f ` Y�v7 ':f,iEi`. `i .a '?};. c'.. u#k .- �. .`TX� <?ki`>i� ? . iv �� $i: CHECK #,CLTD J ki BY s�q P.'ti„Sc tr,R;:,..'!2�^xii,.iY�.E(•-k!S'.n',:.h-...�ekh`�Y.`k�,m{.N.W".,'E.F"'J:,. •METHODa H... ;x�.`F'.w`i.�E*.:¢n'tdiS-»t...:iAa',;Y�.S«:..,ib�rua.tds.3i`„E xs.npy4 F3i,S.a�.%tees:.€f:"�v?'kr PETER & SHEILA COMPTON' CHECK R8432 934 PJU =:'r" Chi a z .� � f r "�:•i.:ri,..� . �F�� '�$ �e h,�,(, s. �•es„Y"� ..,.�y f r �.'}' t*� p ' TYs' ^AMOUNT 4E yPAID PAIDlDATE$ :z1'£DESCRIPTIONx !'•1:rn zc7sk.'.3v,'_p:Xdt_�:!�k:.s?t3.:K•L...:``:ro'4 ,. y :ACCOUNT x �s'rs'S3.'ierro._rr,.<r;r.Y.`5:5r3<+..ef!iah;•a x �.,v£`t+-w<,.a .,4.::,tlf,?"": ,.-,%ert,.:�a..:; L, SERVICES 401-0000-.42403 0 $24.17 $24.17 8/12/15 s:tez•," _a }4 `d' k' -.{;-t' '3N ;~P'c .fix. sa-yx`:y zaa!t"x.ro3. :S 'T'x'r:v:". -:=++�tt s, "xR,-ui4'T4L u,:t`.v •,a' i%fix ixi.,€y� Ya.- 7� y;:=`^r�i'?_�: v:.:r,:,. ,'. 3i`;.,F Y'. «#!a:�{'A'.,c:. f .,: .+.•{•.. tti. PETER & SHEILA COMPTON CHECK; R8432 934 PJU 'Y? h`e!'!°` :I "' 'Yal. ..:t:"'>xl _bk3 ;•'+5 Y �;.,,.y. 4 '. ,w7ixg3" < 4,..a?c 5l ACCOUNT.,;; �.- 1' t i:: QTY �3^. a'.' AMOUNT #' E'y PAID..r. PAID DATE;' .. R uy J:➢S�:?..H±w✓Af.:a'-i.>: sF..fi #€.n F..:Lv r'.T.1h , , C r,.`h: ) ]I%...(;.. F. 5r,? ,n..'C::�. Y f,�P :...$fyu, .4vrf h'f. .. x.<.... .:^e:M; k h SY' ,I��x "9 A!:.m- .. i:S, y,SLEA.-S�_' :.. �?.Y,'R 2p ��ae Y -'!F e.<ft" SERVICES PC ' 101=0000-42403 0, $12.09 $12.09 8/12/15 :....y[�':aEs ` ta PAIR'BYfw�� .V. .. r ,. av"Y.�V£.Il SON"METHODS x x ,:i: :E 5. :£i;. " W�. �.. iC :� �, .Y"'Y .`{Ai2 CHECK#'f its�,CCT,D..BY xrr�.s� a&CY'S r xx ,� ti .. `.;E..nfiw°...we:!'k::.. a :RECE1RsT'.# . a 1..5•'r.n.�!.:,;L1Y,: R'x;:., . �z-{t.. PETER & SHEILA COMPTON CHECK R8432 934 PJU Total Paid forELECTRICAL: • •$229.62 $181.28 j , nor y z: ,.,Y;:ARK zes3trk.!"r jitiY t:-4:DESCRIPTION '� nd ti GYir7 ��agTzv .=AMO.UN'p :`3i."�P,.AID:� ti Axa h€: �:v1Sa :t ?.iw . 1sQ� t zPA1D`DATE r OTHER MECHANICAL EQUIPMENT. 101-0000-42402 0 $36.26 $36.26 8/12/15 •`•.:' #x_w,rl �hx a pYx� "Ys` ( t 9 alk' PAID BY� p'"9�?: t'^fP grsr l`..�ti.u:: .i5'_. .�,-; .,,t t. s Yd,x''. - Fir .a' -ASS:.: M ''x:.,...T'�" � f3'. Ysf.!FA`YI v E C:.f` !Y'.,?,1" RECEIPT# -i,. v ..�-�y'` .r+'lt ..,i'.ta. }: - qb.-...'Y.i. CHECK#,,.yCLTDBY y�d3 '9,'.g� -.y M -..i' -'� .. a.:, ..5,. .< .. 3._:b:�.tk'S?a`_::.,x>., Y .:. ..4 -e•: x..>. eo?, w N _;,,METHOD r�.vSC . s� :�.. c�:s. 5f1 :,.. _zi:._.W .... (? ? s .'G„k...,.r:.S:.€ PETER & SHEILA COMPTON CHECK R8432 934 PJU F. kfDESCRIPTION� as+ ACCQUNTw T QLY,- AMOUNT; PAID PAID DATE a..tx.4, 3��2c'"fi n:4x{kY {kd'"xt"<#3.-s<d <,.,�x:�iE� $ !4n..:.. -.`-Y.. ,.•:i', :1.._. ..�:<.n., 4',.f"f4.. r-~^,:,lf Fw_; ..!'x OTHER MECHANICAL EQUIPMENT PC 101-0000-42600. 0•. $36.26, $36.26 8/12/15 y�[��, t,ya.v'� n.-5,1 •:`, .Yie... .<-"i%�Cal {�. S.M":G`ir:s .jk ,a" •� PAIO,BY °% ",. ''A. zn,-`.{•!'ab�37y ai a'�. <!}.Yk{- n.,'4'�. .ci" ffi , +A 'i` S;(�., t��a?<2',,'�•�yn,S"��rK:"."'}.a?:,.��+3T J_� �. h. ". avi`,? a y., � Tx Y'•j.��n'lr..t.-i?-.,F ,�}.�< Y:L :.�'; CHECK,# {�.r_[3X `�`,S<,n! kR} �.: '. r CLTD BY'' '� , .:...::_�_,.'�,vr... 5x'?'.''.'.;.2t3:,M:.:r•s?#a3:Grp,F7.i7iSz'.;;..-,,_xCFia"A..:v!ti�*...k�s,S. t':.€ •METHOD its :r 5 t:,.,..•4.r.�:.::'tiar 4 .RECEIPT#iy + a `.i,..:f i, ... .x,:.Ka_?v:....,,.d:�a ';•s.,;.:.iux51::ktr� PETER & SHEILA COMPTON CHECK R8432 934 PJU Total Paid forMECHANICAL: $72,52 $72.52 Ot$ `•.:.-- :2 �P . •ihr• A .:;P..,a�XP;iR`=„s,'.+` rvY^k�ti'a:ri-ti'.'ro *a 4-kr.H"'DESCRIPTI N��rxF�!"='<�ACCOl1NT O -xk^, a `"" .� :S �;?+:.� „9s,iCr,, ,.. < ,,.. x�' "'"'+.°.;Y`:...-cy.. y , TY=AMOUNT.; < . ctaPAID" 4 ..4,�wY3� PAID DATEY a aP� u ....:VY'.. u.YY�iS,..at.<:....., hti.�.-<:'M?'.±>,x ..-w;. .i <5.:.}.i<:fs1...,.-..«'i�«.taM1#'��5........K 3. 3-.. .<:I.'?.Wi a.. �i`da..,:.x.�J^l._6i.t.R�a:�..�3.:.tl ��,;tt)S.•K�-^4#�'s+`,.eG.v<r. ,"G31. -.'f:;..: PATIO COVER, STD; OPEN 101-0000:42404; : ` 0. $194.34: $194:34 8/12/15 : ?. 4r.'T.....:2ia"�'� = "rd a wt x u B'`_.METHOD?)i ' : ° '' � ra..r:;;. g err.. - ns..?f ;sfi ,:..x �a°�.�1",'sS E K #.. C v.,;t•`,:.'.v.<.z"..:t' BY�.a-•.3 , ,PAID ... x,RECEIPTs# ,. EisyCH.. _tt_.d51Nh+!`k.-FP:..e:Vti' }'` ..,,. m.___:#.'!�,xit�»..•cH.,.go d,CLTD r?.E.4f..-. PETER & SHEILA COMPTON .CHECK t.118432 934 PJU :_:f, ^'ta' a xa ,;,x. f" , zx :. ;;...q�' ,'3x..1;': i�-,�,d„ '., . y •.... ,.,,� ,-..: .'?b� i '£ F.y: ' � - is N.�, a ;4 i st f'�,` -�s5,? t'tx'?'et.. :."v.`�` 1 �`+.nt*' .'�. 7 �:t._A000IJIVT s.>:QTY '8`;; Yrkfi r£ :' ;ti, s E .;!-t,,.y �t, .:r w:at ,:;r"�,.3,-:s,'t- '�.e�,'3 ir'Yf ta`" ` UNIT, ::� r` „c _ -"` ?a< £Y :lj,c rm %rs �a- '4'" �4 k.'�: sny 3 �,: S .: ATE, PAID DATE,; rt,',;;UESCRIPTION>+ s. _,s&._t'z-t.;x.d,•.�..i?'3:'''Siaa�+a a aAMC►. ; ..:s. s._.sas'•=47ro'4'°. .. a.�hi .P,AID, qtr[«,!s.".ic�t...,., w:nfY,,.: s•:nsL..:_.:r!_S:e.>.. 4s; PATIO COVER, STD, OPEN 101-0000-42404'. 0 '$194.34, $0.00 :. 14. 'J". i!. .. W, t.h=�<.. - �•. PAID BY' � s cX e� YEh' Y�3 :��at�.?. 33?._'--'�. .1�� .�.: '�.-^.�'. Vii. .� i AV .h H� �uki4��5 �,.�%?..:..::,m �x` � E „� xi� .,k x' ,. RECEIPT'#s � Vic: t 4fkiv''i Ml<S�x fS i"t,. f sT 5j r �, x� "� Wt + w�METHODxSd s,y,:l wi. ,u� #,r : Y tb.ti : 4l P,j�iCHECK,#f �CLTDBY: -3: ;nrti.- .,�i.? ata<•°a.;yd4..�:�ii:' aw- DESCRIPT;IONr 4.,. . t` am,: Ua 'szP m�wv a ... VIM=. �AIxD` PATIO COVER, STD, OPEN PC - 101-0000-42600 .0 ,$191.44 $191.44 8/12/15 1 FIN d :t �"• iz;xt. SF' 1-2' N Y PAIDBY §{v'S % Y"'y `' :P '+t .:iC}' . Y T}d r # g A`"S , 5�- "'-•- P4 ami ri fi i 3"! 1' M''i x` ,s !i H�'tYY3'a: E:'•'z'1 .a! v.:.t :t -.3 :'r t.?;::nM.`"".Y: .� cw'4.-i!M, {.s ,,IVIE<THOD,{gyr .,z�3'.RECEIP7#?h�Sy';CHECKS#*�.CCT;D�BY OWN-§tXY%':`.v.a....�:.A�:_e`�t„�u�.'�v_4 PETER &SHEILA COMPTON., CHECK • R8432 '934 PJU Total'Pa d forPAT10,COVER /,COVERED PORCH /-LATTICE $580.12 $385.78 rx ;;, r, '�"'J'N_: 3 i . `v XDESCRIPTION""° �y' �_ .-.tt> x...::-_ri::n�?#7sn"+-�`; _3?. '.Ya*' 3�.: °raACCOUNT t`..x-w�..�'f••. TY M PAIDky P41U'DAT€t :; IRS �Y.v.,.,`?.s.Y.m.'.x-ia`y'?, ,?,.i�Zti 4x:aiig ice'. rr'ri, :~AMOUNT"�3` r.:Fz:..5: ._d:; eau..,, r.F;i'�S,.L?`e .. �`.q�,=�z:i„ ri.; ;:,: ,..,? fi<'a::d•..':� :. £:t:. BUILDING SEWER 101=0000=42401 Z $12.09:. $12.09 8/12/15. BYt ' '�S'1` "'fit -v'25�'-.s F.,?iL`:.rt :a; ' �k'�',K + "K,+ .-ct<,.5;r,ht.; ar £S € , r =, CHECKt�#k, a a CLTD BY_ �¢`'-�'. k'CPAID &� s>`}.'+'i� 3 `:. z`Z•;iN`� i'a ..>:!i .W`„; 3'_!vp�`.r,A� '"kt.a' :,'METHODc. .+ kap.`""S3.-..Px?_w�.'.2'n^...>^vY'�. .'ai:>7 '�!'#>" k�!Y..:GY?1.'M i �(yRECEIPiT;#ir �5;, '+3: ,/15 51, 4aa.aF-..:I ni�.Y yyy t�£eV tn,G�4.. St PETER & SHEILA COMPTON CHECK R8432 934.-. PJU , tt;4 Si.'_%. fik Ya•..L:SQk;3•ur:r�1: ° DESCRIPTION t � .A�* Y�S''R.Ai!;, kT.i..w$ :, ^�N. A000UNT ¢ ,t Sb' + -.R tL E13 b�(Y ,� '�Sua S, 'AMOUNT -.Ed x3r`iiS<-.P + k3 .i h{�.' PAIDy 2p�. r".m.Msik'_3�'. RAIDIDATE : �FF*ryy P .15.4 'x`�s',fAl,kT?4.;,, f,+ 9W w.�-,4.r�.'3k 4k'<S?.e§i 's �l k.v,.�§:.w .SL:. 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' ,r?31111 4t n0.p,- :fe.'.;h..st., s AR ;Ci.:.�K=?i# F : ' FX`CxLtTDi??3BeF Y.",fi "; ..t.s«L�..srt.9,5sS,iza'<rvxl: :METHOD, ?�x + xX;��,,a:z„r.s=wtr.::.,.,.'"E:x?�,t�*a5,..;t.�,.ak'••�-�!.,: 7:.-s t:sw.rm�l�.;w�:;,,:ta PETER& SHEILA COMPTON CHECK R8432 934 PJU Total Paid forSTRONG°MOTION>INSTRUMENTATION SMt• $4.68 $4.68 t, 'NON", PY�'1'LTtY Y x D,ESCRIPTLION,,r, e'"'FY':pA, "i'. a ;- r.v,6d R' Ka.Y..>i �� 3,J !QTY 3 PA D DATE` ''�' 7_✓':. ux :u. id'u'..1Lt. wu.t':7,'.e_x,..f�-..dx.vS1. 5.�. !'v".�f �,4 4v � a."Ni.ir..n3e.- k.A000UNT 1D. `> xa3 £f,<3 $7.5.I .rw ° s.�1&d ..a xG£T.x":'a`Q,?.?�.Ra: Y:43C�s.. 'L''.�` '-4 -uvf"_7A, a ,i_i.:.:��'. _,d,. :S fi'.-.:,"f'.,"�t:G._�a,'Y1l�i+tf:.:t ..s DOOR/WINDOW, REPLACE FIRST 7 101-0000-42400 ; a. 0` $60.91 $60.91 8/12/15 i'.$ d' r- i�. R+t't•�"r ..,.:`!..-;2�-.,k: +1 ,'.e-'"Yst "a.p':I,iY s.v�a A D BYE ,., i..."'n`cnY'`P[.:v*X =:i}` �g k F ETHO�U4 'vj,.t'.o--.�.a?#.:»..rti„i" 'Fa'1.:.- -' F^* ,t:;p'-k-'yss."1,a4^-GSkY"'� .'' IN '12a £C47DBY°„ Sr wtt":.4<'ti-i, x y srr :-`.•.7..�E�W,i...:.,Z.XM:.,z6:.$.,e.i,`.��Y',.":,,'42fr.?.S.?�F. .`1 rXYJ.3>"h.: ..5.. ..6 tl.1',. t?•,. T'p3."�-'.. -.f:t t%:;� F ".2!�`v".�:. ..:4x :Fz..::iY PETER & SHEILA COMPTON "CHECK R8432 934 PJU gg 2i�,4,ilE -. ,: -' ,n.... 2..�a'.�..!l;ti `�;�,•r.x ..;a£ ,-,'em•... a"`v�x �i �� DESCRIPfiIONau '� 3i",' ::'.-„tfat.r..44k 4. �`w �A000UNT ^ f. .v,�-•� 's"' l ... `M.aiti y; : t TY� AMOUNT °t `. ; t','�'j'ekc�' .z2'.X "PAID 't �� 'PAID?DATE .ir'..r�-4.+:�i 4T::$tN:afi"F^•vf1Y.i rRl..i'. Y.:.•.f Y:,,. _...::£x. <`�Yi x3.s a a""-:..°.':'s'.s,'v'.4Tz'``�`S,ar.x,, DOOR/WINDOW, REPLACE, EA,ADDITIQN 5 101-000042400 0 $71.05. $71.05 8/12/15, "•t:r 7f :?:0ix PAID Y RD � � : _ .'6-.` c`m-.,Et ;-..., zn,=<,3 ,,SFYf ""� ... �� E��METHOD 3 �;3-yE+vS a. T, tEa+..v:3 ;9;i<." .a�' e7,, : �RECEIPT:I# y:.; .:P +;%Gce,I;?�; CHECK P i t "NSEbR ...:. aY :.tr. - ...Jc-,s%� "'•.z-,...�ca7!`s.;re:wnst.:,., _a :. a:......:..R ..2� �ts,�:.:�:x w.. ^o _,,.!Yt,:i �f:�.,�=-t:tF::S'i•4':.i :`,<,,....:._. a.^^.�..:,Sa.-iu�.x ..;:.r•u_=`, n.:zL:t, .xf':.. _y:. PETER & SHEILA COMPTON CHECK R8432 934 PJU Kt_;.....:': 'y,'�.< DESCRIPfiION'.' tx S 1fi, £4't: �. �A000UNTSk,�, } -T; � ^3n 'gi it •4 fPAID °+P.AID;DAT_E' IN 00 r:. IN ° � , , � P>, :, err < i_ a n NSA, Via` Baa ?x?xs K .a„ z :x � 3 .� : P, ?:QTYa? tom_ a;r y z$k,<AIVIOU,NT _ 4 ^ w. _�U� s N= DOOR/WINDOW, REPLACE, EA ADDITION 5 101-0000 42600 0 $81.20 $81.20 8/12/15 PC ,8^,nna..:n.>,• �,-z..,irt"E �::-f-'tY.'^S 4'.. v:. •i' 4.�.F %*::e�°`y. 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W ..:;..:z.;..�.t3i: : x.� a`5;.:... k: �1'i"�.x. ^.x�: N .�.-Y' r :;,:K �, , _ -; sF:`s >.h. a1."c,.: _:. -s2.t :t.`t?.--x�.:n _ 3, c;w-/ `' ^: ; k. . s'*'::.[_.f :' €s .:; ,ce�:ir ¢ 4tt-� T"R,1 ,1PAID> >: aY.:+ r: ,4 £u�K� : si h: .�.< ;: •: �PQID..DATE =;.� C ..Su..� �::: s:..: DOOR/WINDOW, REPLACE, FIRST 7,PC 101 0000-42606: 0 $110.22 $110.22 8/12/15 ..i',',r. i S:L i METHODS'40111-1.11'Y j: `h?;e *RECEIPT#'4Y -2 ,k1+M,aFT^ ,y CLTD>BY ' &; ,.s° n �4 -. PETER & SHEILA COMPTON. CHECK R8432 934 PJU Total Paid for WINDOW/SLIDING GLASS DgOR/FENESTRATION $323 38 $323.38 " e a, ��f,•:OFA'llfi''9 Description: COMPTON RESIDENCE REMODEL Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: ISSUED Applied: 7/8/2015 EVA Approved: 8/12/2015 PJU Parcel No: 774295021 Site Address: 54925 AVENIDA RAMIREZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 310 Lot: 10 Issued: 8/12/2015 PJU UNIT 28 Lot Sq Ft: 0 Building Sq Ft%0 Zoning:. Finaled: Valuation: $36,000.00 Occupancy Type: Construction Type: Expired: 2/8/2016 PJU No. Buildings: 0. No. Stories: 0 No., Unites: 0 K"-Ss<.,_�x:.gA;,,. l; �. ,T. _F'3 rw'r^ v. sL .: gTfS•4 ... �.. Y .; ! �, yX' _. _$,,x.^ .x X A -T `aF.. 4 ." ` .. .ka.. '��.v i�,a _ d•A'1` '. T' w .Weks:-.-:.^e.x'•- +'.j'�'? Rx�a 4 -Yf `['�,. F c�, ' <• , W �. 2.. N.Q�L .m ,c.''; �f•- �.3't:�' .'sex. ai�� ._.� s�:�._:l.'.!•�ii'"'?r NAME �.�,:�,:.. �, . ACTION DATE ,...,� x : _ =1 F N , , T E 0 Details: PERMITTO INCLUDE WINDOW CHANGE OUT, POOL EQUIPMENTRELOCATION, SERVICE PANEL UPGRADE, CHANGE OUT:OF 3'SUB- PANELS, (2) OPEN LATTTICE PATIOS`OF 96 SF AND 108 SF; AND 40 LF ORABS DRAIN PIPE. WORK TO BE`DONE PER"2013 CALIFORNIA BUILDING CODE: ALL OTHER WORK WILL NEED SEPERATE PERMIT.. CHANGING.PATIO COVERS FROM WOOD TO ALUMAWOOD. ADDED:INEW PATIO(8-X30-). TOTAL OF 3 -PATIOS 35-,1 i 0 �.:� �..-,.:......_ :: ..:>. 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CHECK PICKED UP STEPHANIE KHATAMI .7/16/2015 7/16/2015 PETER -COMPTON ' PLAN CHECK SUBMITTAL 1ST PLAN CHECK SUBMITTAL; STRUC CALCS FOR 2 FT HIGH ED VASQUEZ 7/8%2015 7/8/2015 RECEIVED RETAINING WALL, TITLE 24 DOCS RESUBMITTAL PHILIP JUAREZ 7/28/2015 7/28/2015 Printed:. Thursday, August 27, 2015 3:08:52 PM 1 of 5 sys-rrrns Printed: Thursday, August 27, 2015 3:08:52 PM 2 of 5 srsrr:Ms „, .-.-.,.. C ,.. s �u r: . , - . afu.. s x' . , .t re' •. .. , R .s '4,✓, .L .,.,v b -e ,�: xil .... ... ,v rs, J:.'`'- :?^.. .. :a ....%.a3`...3s .E.'r. .- .'✓..•• ..5 H :,1 'T....n xY:Swv ., w1'iU. ✓$ < ¢Yv,. uI A'S, N:. d.k•, h•.%. _.fry, sN"r, , .,d Y{.,k,5 ✓a. ., v+ A '£ •.a:,^. +�.. .A .<, n:T.a.da...w .l Yr. .n n %� _. r.*f.. •�. . 7x X ..1''<!: M;ffr .. , n ..., d RS .v .. 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EXAMINER LUIS IN REGARDS • • .SEE IF ITS RESUBMITTAL PHILIP JUAREZ 11S 8/6/201S COMPLETEAND LUIS HAD CONVERSATION ABOUTI BLDG CIN STAFF 101-000042600 1 $145:00 $0.00 SAID PUT PLANS ON DESK HE WILL Total Paid for- BLDG -'CITY STAFF - PER HOUR: $345.00 $0.00 TELEPHONE'CALL.1 1 SPOKE•W PLANS WEREAEADY FOR CORRECTIONS. „ !. ,,....u. '�i twy_'Yi!. 7. ..: ��.<<.SS...x. ,,, .✓ 2 G !e:v t .3.31 .,SxT`m r.R ,5rr>±-�i.' �`'x. -.x -.*. l a:N. u.1 -7:d. ...{. 6^ t s:.5..�<... il ^^, «• . , y. .'#'.. .."ryC T1. Y f ? i [ . � - 4 ,. • 1 ,x>;,fiy':„ a. vY,cs..t :,3t" '`.y�� %RitR =�h, ,ti1;}i'•.R,<,+3-`3: l:.v..�?i'{.SC �.§ b' SFxYa.!S_.)!al' :,. �).7....f,�A r'u:=.: >%?vd� : :::, .,✓..Y:� _,r- , ..e.nx} -r a. m;C- s .r < x:..:' ... rye,:, 5{...)s'[. ..i,{. .: ..: .. ^.4..�U, +<.M`:h. i #..,.4A..:13.,,„u... tt=, Y' -s, „ Y-- r•L,^ `+fi t Y.: 5u• W " 3534)' .i. .y Y. .t..a ^' T a'.� °;7"A.!, J. fvfi7'.,xf.. s.�O1V Dl.1 INS. 'ik:4-i •1 *C. L•s a'`S- -R.. cyl. -?lk.. 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R :. ....::. ....:.m. ., u...R.:,%.�}5......3.'�ai,-"_.,.'•?iYYrx.G...:Y:-k.-....�3'Ri Nxi[P.u'":!,A�x.Y.:J..t t - �,��i, • D B ' 0 8/12/15 R8432 �� SHEILA COMPTON PJU . •• • s' r BSA: FIXTURES, FIRST 20 101-000042403' 1 Printed: Thursday, August 27, 2015 3:08:52 PM 2 of 5 srsrr:Ms „, .-.-.,.. C ,.. s �u r: . , - . afu.. s x' . , .t re' •. .. , R .s '4,✓, .L .,.,v b -e ,�: xil .... ... ,v rs, J:.'`'- :?^.. .. :a ....%.a3`...3s .E.'r. .- .'✓..•• ..5 H :,1 'T....n xY:Swv ., w1'iU. ✓$ < ¢Yv,. uI A'S, N:. d.k•, h•.%. _.fry, sN"r, , .,d Y{.,k,5 ✓a. ., v+ A '£ •.a:,^. +�.. .A .<, n:T.a.da...w .l Yr. .n n %� _. r.*f.. •�. . 7x X ..1''<!: M;ffr .. , n ..., d RS .v .. Y,.T.n. .:i? ,..kv 5t .(rt: ,.n.�•.. ,vu.�.<�' ..:.: .: "+fY P,.. ..' ux �.. .l."<r�_.. .r .x .s. of ,.. kM _":w'm._ �t+ii.. 3. .?<.,. . a ,.{. o�.a,..M�%<.,�w< .><. � ..,-, �^.,,.,.�..... �.T..%�` r-�< t ,. �F ..�.«' � x ,,.,e,. .�»_r3' :>b•,r� �._:.m+c; . �,�?� '21 �,,. ESCRLPTION ACCOUNT,i.:._'<' TY DATEa �.:..?& .:... ... - 0 r-- a.ti x`l",.Y fwi'.. 3. S.. ":SM. R#% .i - 4ri ::v xf �N' P' .u= .. C s. ,. 1, .'k,S', �Fv...:.. rt 4 x v�. fP•.- 1-'�°,:•M ,4.. �t£fT �t!', ..f.. ..ir`. ,,�"''�' 1 ".:� .w� x.>rs >�:3 ,• ,.F.r� ^.�>; ,..r ' 7 • PAID BYn .x r_,. _ -: a ,AMOUNT ,,, r, .PAID xP,AID . LY v' , • . +.. Z:: n. �..• xs.+M fi. _f: f: .. h ...,, ,. x ,. p. ..,, .xi :• ...i'..:,� r: .. .r .r+ s.T 4. �T �: i'T' 45p#� .•.�t ...-- � �� -'Y?..w , ,,, :RECEIPT,# ..CHECK„#„ G ? '. "R. �) �,F, � a `�+��{vg BY .M?: .3f ,.: :_ ..: -v. .:Y<{,L. <, f .. �:x� 2X5 .:F: ;,1,^..i"� i_ 17_ �f,: - ,,. < vr,. ,"y)�Y...: ..,K,. W'Yt ..j,�s ;%"e;Y ::��.�'<"�.��. ...,.n, f: ,: ' !^'8�k��: ''C. � K.r1>kix..�P.'e:,i%na`i<S�.vv3�?`Xd.eht.i}'. ':V'xY.:: wf:.. �v. w„ s �:�Nn� �' ''(:•.'S::Xu .4...r��... �xl�.. r.t��. vSM:.<'+u..'m,. b �.:: 1!::'iie .. YZ:t'Y+! . l'f.. ,'. xiry�? y I :�.1 .x"^�-� tea•` .qR-" .y� :y .i��.i4^.e. �'..:ooN+^ S.stG.£ fve..;Y.,.:.� � f:7 -F *�•, <z l.��e, SL<. V- �.:. ':nse'--<.'0.'��' }.�cX 'uE::v� �... ' Z.< HOURLY CHARGE-_ BLDG CIN STAFF 101-000042600 1 $145:00 $0.00 Total Paid for- BLDG -'CITY STAFF - PER HOUR: $345.00 $0.00 PETER,& SHEILA BSAS 5B1473 FEE 101.0000-20306' 0 $2:00 $2.00 8/12/15 R8432 934 CHECK PJU . COM PTON`' Total Paid forBUILDING STANDARDS`ADMINISTRATION $2.00 $2.00 -, BSA: FIXTURES, FIRST 20 101-000042403' 1 .$24.17 $0.00 FIXTURES,'FIRST 20 PC 10170000-42600 1 $24.17 $0.00 OTHER ELECTRICAL PETER & SHEILA 101-0000-42403 0 $72.51 $72.51 8/12/15 R8432 934 CHECK PJU EQUIPMENT COMPTON OTHER ELECTRICAL PETER & SHEILA 101-0000-42600 0' $72.51 $72.51. 8/12/15 R8432 934 CHECK PJU EQUIPMENT PC COMPTON. Printed: Thursday, August 27, 2015 3:08:52 PM 2 of 5 srsrr:Ms Printed:. Thursday, August 27, 2015 3:08:52 PM 3 of 5 CRFWSYSTEMS T�T Mfl� 77777177 Xi. T7!11.4�,� 7111" mw R IT :, "iy C -c' _, ' ai M ET, 4E v PETER & SHEILA SERVICES 101-0000-42403 0 $24.17 $24.17 8/12/15 R8432 934 CHECK PJU COMPTON SERVICES PC . 101-0000-424*03 0 $12.09 $12.09 8/12/15 R8432 934 CHECK PET I ER & SHEILA PJU I I COMPTON Total Paid for ELECTRICAL: $229.62 $181.28 OTHER MECHANICAL PETER & SHEILA 101-0000-42402 0 $36.26 $36.26 8/12/15 R8432 934 CHECK PJU EQUIPMENT COMPTON OTHER MECHANICAL PETER & SHEILA 101-0000-42600 0 $36.26 $36.26 8/12/15 R8432 934 CHECK PJU EQUIPMENT PC COMPTON Total Paid forMECHAN . ICAL: $72.52 $72.52 PATIO COVER, ST D, PETER & SHEILA ' 101-0000-42404 0 $194.34 $194.34 8/12/15 R8432 934 CHECK PJU OPEN COMPTON PATIO COVER, STD, 101-0000-42404 0 $19434 $0.00 OPEN PATIO COVER, STD, -PETER & SHEILA 101-0000-42600 0 $191.44 $191.44 8/12/15 R8432 934 CHECK PJU OPEN PC COMPTON Total Paid for PATIO COVER / COVERED PORCH LATTICE $580.12 $385.78 PETER & SHEILA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 8/12/15 R8432 934 CHECK PJU COMPTON PETER & SHEILAPJU BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 8/12/15 R8432 934 CHECK COMPTON Total Paid for PLUMBING FEES:$24.18 $24.18 PETER & SHEILA SMI - RESIDENTIAL 101-0000-20308 0 $4.68 $4.68 8/12/15 R8432 934 CHECK PJU COMPTON Total Paid forSTRONG MOTION INSTRUMENTATION SIVII: $4.68 $4.68 DOOR/WINDOW, PETER & SHEILA 101-0000-42400 0 $60.91 $60.91 8/12/15 R8432 934 CHECK PJU REPLACE FIRST 7 COMPTON DOOR/WINDOW, PETER & SHEILA REPLACE, EA ADDITION 101-0000-42400 0 $71.05 $71.05 8/12/15 R8432 934 CHECK PJU COMPTON 5 Printed:. Thursday, August 27, 2015 3:08:52 PM 3 of 5 CRFWSYSTEMS PARENT PROJECTS BOND INFORMATION Printed: Thursday, August 27, 2015 3:08:52 PM 4 of 5 sysnMs REVIEWER RETURNED `; STATUS REMARKS NOTES REVIEW TYPE SENT DATE Dl1.E DATE;; _. :DATE,,. NON-STRUCTURAL- LUIS URIBE 7/8/2015 7/15/2015 7/16/2015 REVISIONS REQUIRED SEE CORRECTIONS LIST IN ATTACHMNETS 1 WK NON-STRUCTURAL- LUIS URIBE 7/28/2015 8/4/2015 8/5/2015 REVISIONS REQUIRED NEED.LOAD CALC FOR ELECTRICAL. 1 WK NON-STRUCTURAL - LUIS URIBE 1 8/6/2015 8/13/2015 8/12/2015 APPROVED 1 WK BOND INFORMATION Printed: Thursday, August 27, 2015 3:08:52 PM 4 of 5 sysnMs -'j! , Bin # City of . La Q uin to Building '&T Safety Division b 78-495 Calle Tampico - La Quinta, CA 92253 - (760) 777-7012 Building Permit,Application and Tracking Sheet Permit /j l Project Address:Ag�N ii/�- 9 2RAMi L: Owner's Name: S A. P. Number: 4-- ,C g -�2l Address: Legal Description: I� j'9; �� BLK�3 ID $"' C"-+C;U'rA Iv"R J &te I_w vwvVe City, ST, Zip: lac c)23o-7 Contra ct r o. Y n. �L T ele hone: P ................... Address: Boy_ -2-4-52-' Project Descriptio M_N M 9 �1 y City, ST, Zip: 1L.Fa C� 92:2A-71- 2`LA-'1. Te! h e one P fv 0 3` 10: -a-leo tt i i c� QQ State Lic. # : 8 C� 3S City Lie. COW 23�.... / Arch., Engt �esigner: 6�`"�r�t ,,:,f*fi ekww Address: City., ST, Zip: Telephone, : 7. O :' o "e�� ecu ane .- Y Y• 1�J P Lie. 4: x roJect tYPa (circle one): New aiAdd Alter Rep r Demo Name of Contact P on: �� g- Sq. Ft.: # Stories: # Units: Telephone # of CoN - ct P son: s Estimated Value of Projec .. APPLICANT: DO'NOT•WRITE BELOW THIS LINE t! Submittal Req'd Recd TRACKING .PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. _ Called Contact Person Plan Check Balance Title 24 Cafes. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for-corrections/issue Electrical Subcontacl'or List Called Contact Person Plumbing Grant Deed Plans picked up S. .1. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"! Review, ready for correct ionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees LY w 1 /� l� CITY. OF LA QmUCI�NTA .S�,Br-� �ONT JOB ADDRESS �l "��J 1.7 E:�;MIT. NUMBER9VJ0'b1 ^ . `�VVNER ACTO LIST �. �� n� � f� �� T� _ BUILDEI3 K `V'_ This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to cornmencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. sificatio.n.:......:.:.::..::....:.............Contrac.tor........................::::::..::::::.:.:..:............State. .::..:.:.:.:..::..:..:..:: Contractor.:.s:L�cense.:::::.:.:..::..:::::.::::::.:::::.:.::..:..:.....................w.orkers.Co.m urance.... ensation.l.................................... Y Name CIassification LicenseNutuber ExP. Dato Carrier Name Number PolicY Exp. . Date Licenseense Number Exp. DateCompany .9. A B C-8 xxxxxx rx/ x/xx e. . StateFund CaIComP Format Varies) xx/ xx xx) xxxx) (xx xx/xx ) MkTH:W O`RK :RETE (C 8?'� CO�� n,�-« 4 B7 le Z� W `� OVA l �� `:MASONRY'.:'C'29'.;' . PLUMBING (C 36) �- �?j�(O .�� 7 �.1✓v7v`� ( 1 :LATH" PLAS:TER>( -'13 )i> ; ........................................ D .::1NALL ':: ; .3 ELECTRICAL (C 1 Q) f7 G k ire, l Eecr�� C. A O. 7ZS �Q �/UI.bL 1 J 'ROOFING:: 'C=39 " (...... _......................... ........................................................... ..SHEET METAL> c-43 "`<3» > GLAZING (C t 7)............... Lo 1v 4� �'32� O001 . db INS JLATI0 W1C=2 SEINAG€>DISP:>(C 42j<<:`« PA'I NTI N GsI G- i CERAMIC 1L Ez(C' 54:) 'FEN G I N G'(.G<13)><>>> LA,ND:SCAPIN;G :(C;=27) P:O.OL.":` `. 6,6„ papp- 5r--7,ZVNCII�� +G"!!�" '52' �- SFE-756"CA-c-, .. ......... . �.., ...I.,... C/ I LA BUILDIN GF &S OWI N A,,,,,,-rA pr FO��aONS Dwre TRUC-rjolv ,,, wlt*- .- (cont- (cor'L CmeTA 5c>t--\p 7rAO?D-qt-D / rL Rom t -ow %-T; 406 lGo -41-3 - A-7018 29 � - 09,1 cam. S\TA � P4 LAT -T 29 � - 09,1 cam. S\TA � P4 COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE 2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. B. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON EXISTING OR NEW CONRETE SLABS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL •.. CARPORTS. 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10'. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES,- IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 0.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH =110 MPH. 0.6 WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. DESIGN REQUIREMENTS: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30,40 & 50 psf) COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) ADDITIONAL DESIGN REQUIREMENTS: 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. 2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11. 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss= 1.50, S, = 0.6, S. = 1.0, S� 0.50 RESPONSE MODIFICATION FACTOR, R:1.25 6. DESIGN ASSUMPTIONS: A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (I.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHEETINDEX: SHEET # SHEET TITLE / DESCRIPTION WIND SPEED CONVERSION TABLE: CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH SEE CONVERSION METHOD, THIS P GE FOR APPLICATION AND USE. It SITE DESIGN PARAMETERS: I SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF / SNOW LOAD: STRUCTURAL ENGINEERING FIRM �T��ENG/NEEl7/NG STRUCTURAL ENGINEERING 1 33 09 EAST ESCALONES PHONE: (949) 388-93 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SANCLEMENTE.CA92672 FAX: (949)388-3773 SH -1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK, SE 5885 SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: BRADLEY STEVENS SH -5 ...........MINIMUM FASTENERS SH - 6 ......:....RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH - 7 ............HEADER BEAM TYPES, COLUMN / POST TYPES SH -8 ............EXISTING EAVE CONNECTION DETAILS �� SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS OF rr � SH - 10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 8(��DI WPUMASH-11 ..........LATERAL FORCE RESISTING SYSTEM /MIN. NUMBER OF REQ. COLUMN NG &SAF SH - 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS q pF, ETY DEpT SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS 1 SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS FOR CONS�V IO SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L. -13 TION SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L. SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S. , SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH - 48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS Ll ti W too c6 W U) rn moo o<� 4- 1 Q~ cUnw- W W (� cc i M C5 U a? 00 U) M kil . wil- FESS Igyq� . S 5885 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE OESCRU MON 4 STEL JOB # 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR TITLE SHEET, DESIGN LOADS, GENERAL NOTES ',7-0 0 OF 50 SHEETS 0 2 0 3 0 4 o 5 0 0 8 a �- •o%FPAITHMENT ROOF PANEL SEETABLES SEE DETAIL A, B & C, SHEET 4 FOR ROOF SHEET 8 PANEL ATTACHMENT TO SUPPORTING WALL HANGER & BEAM. "O.H." NOT TO EXCEED 25% — OF ROOF PANEL ALLOWABLE SPAN W SEE DETAIL 11, SHEET 12— FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS lw C _.. o - D - - - o E o F 0 tet,. "r - N_ / ez% _ o '''i:.. °r'*. H " 0m SOLID PANEL STRUCTURES .' ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 3 1/2" SLAB ATTACHMENT w MAY BE USED WHERE PERMITTED. NOTE: NO SPLICE AT EX IOR POSTS SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING BEAM. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN / B SEE DETAIL 11, SHEET 12 ✓� ' F'pO FOR MANDATORY SPLICE. MS,AIV STSPEXTERIOR NO BEAM SPLICE AT ,t �1 E NG POSTS. . Tqg FS 0 POSTS, SIZE VARIES 3 1/2" SLAB MAYBE USED -- TO CONSTRAIN l _ 1 FOOTING, SEE TABLES FOOTINGS SEE TABLES 0 IFNGTH H OF ST RUCT URE VARIES BEAM - SEE TABLES I FOR POST SPACING T T� :,l;;A4vmll 0 Ast SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 81 TYPE "C" FREESTANDING W/ CANTILEVER OPTION ATTACHMENT SEE DETAIL A, B & C, ROOF PANEL SEE TABLES SHEET 8 SHEET 4 FOR ROOF 'PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT SUPPORTING WALL HANGER & BEAM. —� "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� p�S FOR MANDATORY SPLICE. pSPAN OST NO BEAM SPLICE AT S S AC/A EE T'ggCFS h EXTERIOR POSTS. POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS ROOF OVERHANG, OR WOOD, OR GTH OF CONCRETE hq�L /VOSTRUCTUR WALL SEE THEpRO� NSTHFS SHEETB "r,BEAM - SEE TABLES FOR POST SPACING ~ 2 `SCE OT TO OFg EO 25EAM % ACCO Ste So. 3 1/2" SLAB ATTACHMENT ---J W w MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES MIN. 0.25" SLOPE SHEET 4 FOR ROOF PANEL PER FT ATTACHMENT TO SUPPORTING BEAM. O.H.L "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� p�S FOR MANDATORY SPLICE. SP,�� NO BEAM SPLICE AT S T SP,gC/ EF TABLes ^ EXTERIOR POSTS. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES l FOOTINGS SEE TABLES �t BEAM - SEE TABLES FOR POST SPACING OF B ACCOLF 11 NN W NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION 1 2 N W o6 W U) NM Z < m O � uU) w� W w M M M U 0? Z 0000 (Q M FESS 1 �l . o $5885 OF CAL\EC� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS rVARl DATE DES W"ON 4 STEL JOB # 15-1011-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS 0 D 0 E 0 F 0 OPEN LATTICE STRUCTURES RAFTER, SEE TABLES X POST WITH SIDE PLATES vST m�9 Sp �G WALL LEDGER OR SEE SHT, 11 FOR MINIMUM F <FS G MAX. O.H. ROOF OVERHANG, G� ,� 25%OF RAFTER �-H '9.r ALLOWABLE �M Sl Sp ��'� SEE DETAIL AB & C, SHEET B. q((0004SR� SPAN MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. PERMITTTABLES. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. FOOTING WHERE REQUIRED, SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE MANDATORY BEAM SPICE ZSEE �V BO G' 6 I ~ DETAIL 11, SHEETf12 NO BEAM SPLICE � 60. AT EXTERIOR POSTS `� ,,CO �O - �4 M 0 tt (�� Oil LENGTH OF STRUCTURE'VARIES LENGTH OF STRUCTURE VARIES �1� C' iv i _ 14 MANDATORY BEAM SPICE - SEE POSTrWITH SIDE PLAT S F - p SEE SHT, 11 FOR MINIM M 2 O "LC > SSp SFFl ci DETAIL 11, SHEET 12 NUMBER OF REDUI COLUMNS C (FS �3 9 3 1/2' SLAB ATTACHMENT OST CROSSSECTI SEE POST DETAI LENGTH OF STRUCTURE VARIES MAY BE USED WHERE NOTE: EACH COMPONENT IS INTER- NG SF TgpgNi FrgS(�NG PERMITTED. SEE TABLES CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING WHERE REQUIRED, F Sp Frge(FS/NC' SEE TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTER, SEE TABLE FOR SIZE AND SPACING , MAX. O.H. 25% OF RAFTER i O• ALLOWABLE RAFTER,SEE MAX. O.H. 25% OF RAFTER ALLOWABLE MANDATORY BEAM SPICE - SEE —� DETAIL 11, SHEET 12 NO BEAM SPLICE AT EXTERIOR POSTS LENGTH OF STRUCTURE VARIES 0 H 0 1 0 • WALL LEDGER OR eX7Sri,VG ROOF OVERHANG, a eu/(O/rVGSEE _ �SHEETBAILA,BSC p e�M X POST WITH SIDE PLATES vST m�9 Sp �G FTSpspgN� qC SEE SHT, 11 FOR MINIMUM F <FS G NUMBER OF REQUIRED COLUMNS NOTE: EACH COMPONENT IS INTER-Oo �M Sl Sp 3 1/2"SLAB ATTACHMENT CHANGEABLE WITH ANY OTHERs sp qN� FSTgs(FSG MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. PERMITTTABLES. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. FOOTING WHERE REQUIRED, SEE TABLES TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE RAF F MAX. O.H. 25% OF RAFTER ALLOWABLE SPAN S2 'W � vST m�9 Sp �G gC�'1'G �V BO G' 6 ~ �O M 0 tt LENGTH OF STRUCTURE VARIES G bOG 14 MANDATORY BEAM SPICE - SEE O� 2 O "LC > DETAIL 11, SHEET 12 �3 NO BEAM SPLICE AT ADO OST CROSSSECTI SEE POST DETAI LENGTH OF STRUCTURE VARIES NG EXTERIOR POSTS s r F Sp Frge(FS/NC' MANDATORY BEAM SPICE SEE— ' DETAIL POST CR SS -SECTION, 3 1/2" SLAB MAY BE USED 11, SHEET 12 p NO BEAM SPLICE AT OSr SFFT SEE POST DETAIL, NOTE: EACH COMPONENT IS INTER- p sTsp TO CONSTRAIN EXTERIOR POSTS SOgC/ �G CHANGEABLE WITH ANY OTHER SF Frys(FS,IG FOOTING, SEE<lrS 3 1/2• SLAB COMPONTENT UNLESS OTHERWISE SHOWN. TABLES po MAY E USED O CON OPEN PE STRUCTURE NOTE: MAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE SFFTge'(°�S7NG SEE NOT BE COVERED. - WITH ANY TAB ESG, FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. ` NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES MAY NOT BE COVERED. TYPE."G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE Ll co 2 ti cOc6 2 wpm WM V O U rn W au ucow� W W M M o U r Co zco < M �FESSIgyq co S58.85 OF CAL\ECS' 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS K49K DATE DESLRUMON 4 STEL JOB # 15-1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR OPEN LATTICE STRUCTURES SH -2 2 OF 50 SHEETS T DZ Z Dpi c 2 m�Dmr3 Cnm 00c�� A 20 m z m D :jO pm 0 r Dmv O -4D a(n T ZT O DcDii OOZ m< -4m O z Dr°m yc 0 Z m 0 NU) OZ O N A [n z D O T n m� v w m0 1 m m 2 r vi ZZ Ov m I T D mm Zn G A cf)O � -i _ Z C AN C O m V Z o N O O r y o A A A N O O O pp O N O O pp O O 0 0 0 0 O W N N A O W N N A m W W N c N r r N A au O -i m AN C O m V W N N A O A O W N m O S O d N A G ZZ m c w3 O O? 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N A -06 Wp .0 ; v yN G W' N:1-60— O ? :-N -0 �E �L r4 �1 Z r O w ca r_ i V, D r N V V � � _ Z W �� T��ENG/NEER/NG w fz r-�o N CD r— ) O v N D N V^, 109 E ESCALONES N r- D + W c --� Z D� l N v m O O CaX psO $ m , 1 C N U) 2 o w W j L m M m n z ' O m ("• N— � D Z O c L N ^ N Z ` / R V p w E 9 ^ a N m x � o W n D p Z 90 rA r rn �D D —1 A Jm ` G V O O r4 �1 Z r w ca O ru V, D r N V V � � cn> p W �� T��ENG/NEER/NG w fz r-�o N CD x D N T b 109 E ESCALONES N r- > D c --� Z D� Q Ul SAN CLEMENTE, CA 92672 m O O CaX psO $ m , 1 C N 2 o w W j L m M m n z ' O m ("• D o p ay T (D A z m � D Z m v _ x c D r w N ma L Z V N E 9 ^ a �1 Z r V, D r cn> p REG/ST o D(� g, �'� �� T��ENG/NEER/NG w fz r-�o c T b 109 E ESCALONES N T z cn y� CD c Ul SAN CLEMENTE, CA 92672 o z ' �' � 949.388.93331 FAX 949.388.3773 C Z V o 1 o u o E o F o G o H o MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE IN FREESTANDING 204 ti W N o 2 wmc Z o0 w aLL� w� LLJ w w M M U rn z 00 �Q M Nr rn FESS 1 yl S588.5 OF Cql \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIMM 4 STEL JOB # 15.1071.1 DATE 313!2015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %2" ROLL FORMED BEAMS STEEL HEADERS,. STEEL INSERT HEADERS > of NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑.14 TEK OR SMS SCREWSNUMBER OF N❑.14 TEK OR SMS SCREWS PER FOOT OF BEAM LENGTH F PER FOOT OF WALL HANGER AND BEAM L.E�1 H PER FOOT OF BEAM LENGTH of 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH EXP. B EXP. EXP. B EXP. EXP. B EXP, C EXP. B EXP. C EXP, B EXP. C EXP, B EXP. C EXP. BI EXP. C EXP, B EXP. C EXP, B EXP. C ~ ~ 5 1 1 1 1 2 5' 1 1 1 1 1 1 5' 1 1 1 1 1 1 1 2 2 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 6 1 1 1 2�2221 6- 1 1 1 1 2 6 , 1 1 1 1 1 1 2 2 2 3 1 2 2 2 2 2 1 1 1 1 1 1 7 --2—[--:--2 2 2 2 7. 1 1 1 2 2 2 7, 2 3 3 3 2 2 2 2 2 2 2 $ 2 2 2 2 2 $� 1 1 2 2 2 2 8' 1 1 1 1 1 1 2 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 2 g, 2 2 2 2 2 2 g, 1 2 2 2 2 2 g� 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10,2 22 2 2 2 3 10 1 2 2 2 2 2 10 1 1 1 1 1 1 3 3 3 3 4 2 2 2 3 3 3 1 2 2 2 2 2 11 2 2 2 3 11' 2 2 2 2 2 3 11' 1 1 1 1 1 2 3 3 3 4 4 4 2 3 3 3 3 3 1 2 2 2 2 2 12' 2 2 3 3 3 3 12' 2 2 2 2 2 3 12' 1 1 1 1 1 2 3 3 3 4 4 5 2 3 3 3 2 4 2 2 2 2 2 2 13 2 22 3 3 3 13 2 2 2 3 3 3 13 , 1 1 1 1 1 2 3 4 4 4 4 5 2 3 3 3 3 4 2 2 2 2 2 2 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE IN FREESTANDING 204 ti W N o 2 wmc Z o0 w aLL� w� LLJ w w M M U rn z 00 �Q M Nr rn FESS 1 yl S588.5 OF Cql \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIMM 4 STEL JOB # 15.1071.1 DATE 313!2015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -4 4 OF 50 SHEETS I O 2 0 3 0 a f A o G o u o t o r o H o 1 o RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C LUSL "T" �IN) ZZ 51 Z-. ranzo TYP. 3" x 8" RAFTER 83, ZZ a� uaioo 2" X 6 1/2" RAFTER ZZ aW v�ioo DBL. 2" x 6 1/2" RAFTER 110 MPH 120 MPH 130 MPH LUSL "� (IN 110 MPH 120 MPH 130 MPH LUSL "T" �IN� 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP B I EXP.0 EXP. B EXP.0 EXP. B I EXP.0 10 .042 16" 29'-8" 26'-3" 29'-6" 26'-3" 29'-8" 26'-3" 28'-9" 26'-3" 29'-3" 26'-3" OR EQUAL 10 024 16" 16'-0" 14'-2" 15'-10" 14'-2" 16'-0" 14'-2" 15'-0" 14'-2" 15'-9" 14'-2" 13'-8" 13'-9" 10 024 16" 22'-6" 19'-10" 22'-4" 19'-10" 22'-6" 19'-10" 21'-1" 19'-10" 22'-2" 19'-10" 19'-2" 19'4" 24" 24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" V22'-9" 24" 13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2" 11'-7" 11'-7" 11'-7" 11'-7" .11'-7" 11'-3" 24" 18'-4" 18'-3" 18'-4" 17'-3" 18'-2" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 15'-8" 5'-10" 20 .042 16" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 21'-10" 10" 21'-10" 21'-10" 21'-10" 21'-10" .032 16" 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" .032 16" 28'-7" 28'-6" 28'-7" 27'-9" 28'-3" 25'-3" 25'-3" 25'-7" 24" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 24" 16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 24" 23'-4" 23'-3" 23'-4" 22'-8" 23'-1" 20'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 14'-8" 14'-8" 14' 8" 14'-8" 14'-8" 14'-4" 20'-8" 20'-8" 20'-8" 20'-8" 20'-8" 20'-2" 25 .042 16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 042 16„ 24'-6" 24'4" 24'-6" 23'-9" 24'-3" 23'-2" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 042 16" 34'-7" 34'-4" 34'-7" 33'-7" 34'-2" 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 32'-8" 29'-10" 24" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 17'-7" 17'-7" 17'-7" -::l7x" 17'-6" 16'-10" 24" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 24"28'-2" 28'-1" 28'-2" 27'4" 27'-10" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 26'-8" 24'x" 30 .042 16" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 19'-1" 18'-1" 19'-1" 20 024 16„ 12'-4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 12' 4" 11'-9" 12'-4" 11'-9" 12'-4" 11'-9" 20 024 16" 17'x" 16'-7" 17'x" 16'-7" 17'-4" 16'-7" 17'-4" 16'-7" 17'4" 16'-7" 17'-3" 16'-7" 24" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 24" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-2" 13'-7" 40 .042 16" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8" .032 16„ 15'-8' 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" .032 16" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 21'-1" 21'-1" 21'-1" 21' 22'1" 24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 24" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 24„ 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 17'-3" 18'-0" 50 .042 16" 13'-4" 13'-1" 13'-4" 13'-4" 13'-4" 13'-4" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 042 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 18'-1" 18'-1" 18'-1" -18'-1 18'-1" 18'-1" 042r2421'-10" 16" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 25'-6" 25'-6" 25' 6" 25'-6" 25'-6" 26'-7" 25 '-6" 24" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 24" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 14'-9" 14'-9" 14'-9" 14'-9"14'-9"14'-9" 21'-10" 21'-10" 21'-10" 21'-10" 20'-10" 20-10" 20'-10" 20'-10" 20'-10" 21'-9" 20'-10" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 024 16" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-7" 10'-7" 11'-6" 10'-7" 11'-6" 10'-7" 11'-2" 024 16" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-1" 15'-10" 16'-2" 15'-10" 15'-8" 24" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2" 24„ 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 9'-3" 9'-3" 9'-3" 9'-3"9'-3"9'-3" 12'-9" 25 032 16" 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-9" 14'-4" 14'-6" 14'-4" 14'-7" 14'4" 14'-2" 25 032 16" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-6" 20'-2" 20'-7" 20'-2" 19'-10' 24" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 24„ 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 12'-1" 12'-1" 12'-1" 11'-10" 12'-W 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16-3" 042 16" 17'-4" 17'-9" 17'-4" 17'-9" 17'-4" 17'-9" 17'4" 17'-7" 17'-4" 17'-8" 17'-4" 17'-1" 042 16" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-0" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-7" 14'-7" 14'-7" 14'x" 14'-6" 14'-0" 24„ 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-6" 20' 6" 20'_6"F2 _6, 6" 2-6" 20'-6" 20'-0" 20'-6" 0.042' TYP. 83, 024' 6. .032, 6. .032 .042 ' .042' MAX.�.O'—I * 3"x8" RAFTER * 2"x6.5" RAFTER ALUM. ALLOY 30D4 -H36 * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3IIH36 OR ALUM. ALLOY 3004.1-136 OR EQUAL OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING Ll ce) 204 ti W C0 2 wm 06 M ZO U rn u�w� LLI Lli ch co M U rn Z � \' 0) rn Q�fESS Igyq� o S 5885 OF CAL \F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS KkW DATE DESCRIPTION 4 STEL JOB R 15.1071.1 DATE 313@015 DRAWN BY MAP CHECKED DKR MINIMUM FASTENERS SH -5 5 OF 50 SHEETS V u o t o F o G o H o 1 0 RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING Ll 2 I� W � 4 � co 2 w a' cco ZO U rn W Q � uU)w� w LLI W M M o U rn Z co cQ M m fESS I S588 OF Cp;L\F�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCFtPMN 4 STEL JOB # 15-1071-1 DATE 3132015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS z W 2" Q� Boz 6. X 6 1/2" RAFTER z W ate. �o DBL. 2" x 6 1/2" RAFTER LUSL T" (IN.) 110 MPH 120 MPH 130 MPH LUSL "T (IN.) 110 MPH 120 MPH 130 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B I EXP.0 EXP. B EXP.0 EXP. B EXP.0 .042' .024 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3"10'-3" 9'-9" 9'-9" 10'-3" 9'-9" 10'-3" 024 16" 14'-8"_-414'-8'. 14'-6" 14'-6" 14'-8" 14'-6" 14'-8" 14'-0" 14'-8" 14'-0" 14'-8" 24" T-6" T-6" T-6" T-6" 7'-6" 7'-6" 24" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-10 11'-10' 11'-2" 11'-10" 30 032 16" 12'-6" 12'-0" 12'-6" 12'-6" 12'-6" 12'-6" 13'-1" 30 032 16" 18'-7" 18'-4" 18'-7" 1 8'-4" 18'-7" 18'-4" 18'-7" 18'-7" 18'-7" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" -8" 10'-8" 10'-8" 10'-8" 10'-8" 24" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-3" 15'-1" 042r24 16" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 16'-0" 15'-9" 042 16" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 22'-7" 22'-2" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-10 12'-10 12'-10 12'-10 12'-10' 12'-10 24" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-2" 18'-2" 18'-2" 18'-2"18'-2" 18'-6" 18'-2" .024 16" 8'-0" 8'-0" 8'-0" 8'-0" -0 8'" 8'-0" 024-12-8 16" 12'.-1 0" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 2'-10" 12'-8" 24" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 7'-2" T-2" 7'-2" 7'-2" 7'-2" 7'-2" 24" 9'-10" 9'-10" :9:-1-1 0" 9'-10" 9'-10" 10'-4" 10'x" 10'-4" 10'x" 10'-4" 9'-10" 10'-4" 40 .032 16" 10'-10" 10'-10" '-6" 11 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 10'-10" 11'-6" 40 .032 16" 16'-4" 16'-1" 16'-4" 16 '-1" 16'-4" 16'-1" 16'-4" '-1" 16 16'-4" 16'-1" 16'-4" 16 '-1" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 24" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9'�" 9'4" 9'-4" 9'-4" 9'4" 9'-4" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 042 16" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 13'-2" 13'-9" 042 16" 19'-9" 19'_" 19'-9" 19'-4" 19'-9" 19'4" 19'-9" 19'x" 19'x" 19'-4" 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 24" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 15'-10' 15'-10' 15'-10 15'-10 15'-10' 16'-2" 15-10" .024 16" 7 -3" T-3" -2" T-3" 8'-2" 7'-3" 8'-2" T-3" 8'-2" T-3" 8'-2" 024 16" 10'-10" 'l V-4" 10'-10" 11'-4" 10'-10" 11'-4" 10'-10" 11'-4" 10'-10" 10'-10" 24" 5'-2" 5'-2" T-2" 5'-2" 5'-2" 5'-2" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 9' 4" 9'�" 9' 4" 9'�" 9'-4" 8'-3" 9'�" 50 .032 16" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 9'-9" 10'-3" 50 .032 16" 14'-8" 14' 6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 14'-8" 14'-6" 24" 7 -0" T-0" T-0" T-0" T-0" T-0" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 24" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-3" 11'-10" .042 16" 11'-9" 11'-9" 11'-9" 042 16" 17'-9" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-6" 17'-9" 17'-8" 24" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 14'-3" 14'-3" 14'-3" 14'-3"F14 3- 13'-7" 14'-3" FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING Ll 2 I� W � 4 � co 2 w a' cco ZO U rn W Q � uU)w� w LLI W M M o U rn Z co cQ M m fESS I S588 OF Cp;L\F�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCFtPMN 4 STEL JOB # 15-1071-1 DATE 3132015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 024' 6. ' .024' 6. , 032 .032' .042' .042' I-- 2.0._[—MAX __".0'--I * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 30D4 -H36 ALUM. ALLOY 3004-H36 OR OR EQUAL EQUAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING Ll 2 I� W � 4 � co 2 w a' cco ZO U rn W Q � uU)w� w LLI W M M o U rn Z co cQ M m fESS I S588 OF Cp;L\F�` 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK I DATE DESCFtPMN 4 STEL JOB # 15-1071-1 DATE 3132015 DRAWN BY MAP CHECKED DKR RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS 1 0 2 O 3 - 0 4 o 5 0 6 0 A n o C o D o t o r HEADER BEAM TYPES GUTTER EXT. CLIP 6.5" ROLLFORM GUTTER FASCIA MAG BEAM A ALUM.ALLOY B ALUM.ALLOY 3004-H36 6063-T6 DBL. 2"x6.5"0.042" �J ALUM. ALLOY 3004-H36 OR EQUAL (',')DBL. 2"x155'x0.032" ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8x0.042" BEAM O V1l/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"0.042" BEAM W/ DBL. 12 GA. STL. IN PSERT ALUM. ALLOY 3004-H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL �, .032' 3.0 ALUM ! B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. TYP. SPLICE WHERE T=12 GA I INSERT T=0.125' ASTM A653SS WHERE ALUM. OCCURS GRADE 50 G60 3.O' OCCURS ALLOY \�I 606176 .032' 4. ALUM. 6.6 6, 7 0.110' I TYP. 4" I -BEAM I �r,1 4.5" MAG M. GUTTER ALUALLOY L! ALUM. ALLOY 6063-T6 6063-T6 3" SQ.0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 rl 3"x8"0.042" BEAM M W/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM N W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES Q_RBL -3"x8"x0.042"BEAM AUM. ALLOY 3004-H36_ OR EQUAL C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 0.024' 0.032' 0.042' 'LASTIC- PLUGS #10 SMS E 24' 0. . EA. SIDE 3" SQ. ALUM. POST _rWITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL F 7" I -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7"I -BEAM. NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. 0.075' 3. , TYP, E MAG POST ALUM_ 6063-T6 SPLIC WHEF SPLICE OCCUF WHERE p =4"SQ.xt=0.188" )CCURS I =4"SQ.xt=0.250" 0.075' 1 j 3, ' .0 TYP. I. 6.5" ROLLFORM GUTTER FASCIA MAG BEAM A ALUM.ALLOY B ALUM.ALLOY 3004-H36 6063-T6 DBL. 2"x6.5"0.042" �J ALUM. ALLOY 3004-H36 OR EQUAL (',')DBL. 2"x155'x0.032" ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8x0.042" BEAM O V1l/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"0.042" BEAM W/ DBL. 12 GA. STL. IN PSERT ALUM. ALLOY 3004-H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. K 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL �, .032' 3.0 ALUM ! B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 HEIGHT LIMITED TO 10'-0" MAXIMUM. TYP. SPLICE WHERE T=12 GA I INSERT T=0.125' ASTM A653SS WHERE ALUM. OCCURS GRADE 50 G60 3.O' OCCURS ALLOY \�I 606176 .032' 4. ALUM. 6.6 6, 7 0.110' I TYP. 4" I -BEAM I �r,1 4.5" MAG M. GUTTER ALUALLOY L! ALUM. ALLOY 6063-T6 6063-T6 3" SQ.0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 rl 3"x8"0.042" BEAM M W/ 14 GA. STL. INSERT ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM N W/ 12 GA. STL. INSERT ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES Q_RBL -3"x8"x0.042"BEAM AUM. ALLOY 3004-H36_ OR EQUAL C 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A653 GRADE 50 CP60 0.024' 0.032' 0.042' 'LASTIC- PLUGS #10 SMS E 24' 0. . EA. SIDE 3" SQ. ALUM. POST _rWITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL F 7" I -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7"I -BEAM. NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. 0.075' 3. , TYP, E MAG POST ALUM_ 6063-T6 SQ. STEEL POST ASTM A500 GRADE B 2 4-1 � W 00 N M '2 Luo u W aF U) LLI LLILLI M M rn C> Z co �Q M rn Q�FESS 1(�� o S 5885 OF Cpl �FC� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AW APPROVAL REVISIONS MIRK 114TE DESCRIPTION 4 STEL JOB # 15-1071-1 DATE 11312015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS =3"SQ.xt=0.188" =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" =4"SQ.xt=0.188" =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B 2 4-1 � W 00 N M '2 Luo u W aF U) LLI LLILLI M M rn C> Z co �Q M rn Q�FESS 1(�� o S 5885 OF Cpl �FC� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AW APPROVAL REVISIONS MIRK 114TE DESCRIPTION 4 STEL JOB # 15-1071-1 DATE 11312015 DRAWN BY MAP CHECKED DKR HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS I 0 2 0 3 0 4 5 6 0 7 0 8 v t o F o G EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS A34 FRAMING ANGLE NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER t— 3/16" STEEL NOTE, BRACKET CAN BE DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION 8" 0 1/4'0 HOLES,TYR LOCATED ANYWHERE ON EAVE. SEE TABLE 2 FASTENERS, SEE TABLE 3 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf > 6' > 1& COVER LUSL 0 -NOTE: PROVIDE WATER 0 TYP• BRACKET PROTECTION, METAL FLASHING PROJECTION FOLLOWING CONDITIONS OCCUR: 30, 40 8 50 psf > 6' > 14' WIND SPEED (MPH) AND EXPOSURE AT EVERY 2x CALICK JOINTS AND SLOPE R.F. OR EXT. HANGER 120, C 130, B 130, C 10 8 G C TO DRAIN (OPTIONAL) 2X OR 3X 26'-0" 26'-0" EXISTING EAVE ALLOWABLE PROJ. TO BEAM RAFTER BRACKET 20'-7" LEDGER OR WALL HANGER OVEt BLE 1 25 PSF S.L. 30 PSF S.L. WITH FASTENERS 1114" 248LEDGER PSF S.L. 2"x 6" NOTCHED 26'-0" 26'-0" PER TABLES 3 & 4ALUM. 25'-7" 25'-4" 21'-2" I- I- WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED m 3 (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) PANEL 2X OR yz• 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) EXIST. RAFTERS AT 26'-0" 2x WOOD STUD OR 26'-0" 26'-0" 3x ALUM. RAFTER 26'-0" 24"O.C. AT ROOF V MIN, CONCRETE WALL 26'-0" RAFEXIST. FASCIA BOARD 26'-0" OVERHANG 3�ALLOWABLE (A) (A) (A) (3}# 4x32X (A) (A) (A) PROJ. EXISTING EAV FULL DEPTH WOOD SCAB,1' �— (A) 25 S ATSI BPSaNC S� RbNG-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) BEAM OVERHANG TABLE 1 (24" MAX•) 2" x 4" FULL WHERE OCCURS, MIN,TO T— 26'-0" NOTES PLACE 'SIKA FLEX' OR SIMH.ARSEE 25'-4" 20'-7" SEE TABLE 2 (A) (A) (A) (A) (A) MATERIAL BETWEEN BRACKET ANDTE: BRACKET MAY BE (A) (A) (A) (A) (A) (A) (B) 41 (B) COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER S ATS36 SO C.si Rb) G -BOLT 2 2" x 6" NOTCHED 26'-0" SEAL W/ SAME CONNECTION'S. EAVE CONNECTION 26'-0" WALL CONNECTION 26'-0" A 26'-0" r, -- 26'-0" L EXISTING ROOF OVERHANG DESIGN LOADSi 26'-0" NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6' (AT 2"x6)¢" ALTERNATE EAVE CONNECTION RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x6" (AT 3'x8' MINIMUM RAFTERS) �C'J NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, & 50 psf 26'-0" OR KILN -DRY WOOD -FILLED 2"x6 Y2' OR 3'x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT ROOF PANEL OVERHANG TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER LUSL EXISTINGMAXIMUM FRAMING MEMBER AT ROOF OVERHANG PROJECTION (A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL COVER LUSL NUMBER AND TYPE OF FASTENERS WIND SPEED (MPH) AND EXPOSURE 110, B 110, C 120, B 120, C 130, B 130, C 10 STRONG -BOLT S ATS48 SOC.IMPSON S(a,b) 10 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" }10 ¢_ PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2"x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" I- I- WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED m 3 (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 20 yz• 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) 2" x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x8" FULL OR5' 2"X10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 25 S ATSI BPSaNC S� RbNG-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) ZO 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 7'(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 S ATS36 SO C.si Rb) G -BOLT 2 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8' (A) (A) (A) (A) (A) (A) (A) (A) (A), . (A) (A) (A) (B) (B) (B) (B) (B) (B) 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 40 W 0 SIMPSON STRONG -HOLT 2 SS AT 36' O.C. (a,b) 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'4" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) 2" x 4" FULL 26-0" 26'-0" 26-0" 25'-2" 25'-4" 20'-7�'V'(A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 . 0 SIMPSON STRONG -BOLT 2 SS AT 24. O.C. (a,b) 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0 (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 25 2"x6„ FULL OR 2"x8 NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3 & 4: a, EMBED ANCHOR 3' MINIMUM INT❑ CONCRETE WALL AND INSTALL IN ACCORDANCE WITH ESR -3037 b. USE 3' SQ,xY4' STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL. c, WHERE ROOF PANEL RAIL OCCURS, USE Y2' DIAMETER LAG SCREW IN LIEU OF (2) Y4 DIAMETER LAG SCREWS. 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 30 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) A' DIAMETER LAG SCEWS (D) - DIAMETER LAG SCREW (E) - �'4 DIAMETER LAG SCREW 2"x 6" NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" >_10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED m (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)(EXP. B & C) 40 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" of110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2" x 6" NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 2"x6" FULL OR 2"x8" NOTCHED 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x 6" NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6" FULL OR 2"x8" NOTCHED 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) I 2"x8" FULL OR11' 2"x10" NOTCHED 120'-g' 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) Ll M 2 I` W 2 06 W coN(3) Co '^ cm V O (a) W a� u o w WW ch 6cM )0> CID T ` W (Q M rn Q�FESS IC}ygl o S5885 OF CAOF� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRPRDN 4 STEL JOB 4 15-1071-1 DATE 3/312015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS ALUM. 3004-H36 _1.50 FASTENERS SHEET 8 SEE TABLE 3 HANGER CHANNELS AND MOUNTING BRACKETS 2.74U" FASTENERS, 078 iROOF ABLE 3 SHEET 8 300' .63 ' T=.060" 25•R .05 FASTENERS S, SEE TABLE 3 SHEET 8 4 .20 5' J Q CONTINUOUS A- RAIL PANEL ?i (WHERE OCCURS) 0 ■ FASTENERS, SEE TABLE 3, SHEET 4 ■ T= - --- - - 0 I I -r1--- ""'M FASTENERS, 1'L ALUM.ALLOY 1 - FASTENERS, �� ALOY SEE SHEET 4 1 175" 6063-T6 1.880" SEE TABLE 3, SHEET 4 ALUM.ALLOY 6063-T 6063-T6 ALUM.ALLOY 6063-T61t 6063-T6 OROHANGERED O EXTRUDED HANGER/ CONNECTION OC I.R. HANGER "H"BRACKET NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (3) i2"0 LAG SCREWS 1 1/2" 10# L.L=(2)#14 SMS EA. SIDE 20#,25#,30# L.L =(3)#14 SMS EA. SIDE / BEAM SPLICE TO #14 SDS, 40#,50# L.L.=(4)#14 SMS EA. SIDE L OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 3 PER SIDE I POST. NOT PERMITTED PLUG WHERE J 1' 3/4" OR 1 1/2" 6 SCREWS @ 2 -POST UNITS i SCREW IS INSIDE Q f PER SIDE I 2" x 6 1/2" OR 5" .5" #14 SMS MAY BE USE AS 0 5" MIN. 3" x 8" ALUM. 3.5" ALTERNATE TO ~3.5"U) RAFTER 1/4"0 BOLTS A _-_3/4" P5' 3"x8" ALUM. OR 1 1/2 8" BEAM X 1, HEADER U -BRACKET 1❑ OR ❑2 111 EXISTING WOOD STUD FRAMING SEE NOTES 3"X8" ALUM. E)STUCCO BELOW 1 6 1/2" SIDEPLATE EA. 2 (E) STUCCO RAFTER x 3-1/2" LAG SCREWS L.L=10 psf I SIDE SEE POST SCHED. 0 x 3-1/2" LAG SCREWS L.L =20, 25 and 30 psf #14 SMS EA. SIDE ... ��k PENETRATION BRACKET 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf TOP, MID HEIGHT NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 08 1 1/2" OR 2"LATTICE ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTIO PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) 1' 4.5' O 6' r 3"x 3"STL.POST (24") 0 ALTERNATE: INSERTATTA CHED OR (2}x6 2.5" OR 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING (2)-1/2"BOLT 2"x 6.5" SIDEPLATE I DBL. RAFTER / DBL. HEADER CONN.4O #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2}3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. O5 ^ EXISTING ALUMINUM MEMBER WITH WOOD FILL OR NOMINAL LEDGER (NEW OR EXISTING) SEE NOTE, DETAIL B, SHEET 8 FASTNERS, SEE TABLE 3, SHEET 8 STING fUCCO OR EQUAL -•- .VOOD STUD EXIST. STUCCO / LEDGER O ATTACHMENT DETAIL DBL. 3'xB'x0.042 BEAM OR DHL. 2'x6.5'x0.032'/0.042' BEAM I 0 ACCESS HOLES 3' SQ. POST INSTALL 6 — #14 X %' LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER 7 COLUMN DETAIL it 2 ti 04 IC— CD w U)0,Co Z o�� w aL cf) LU wLuM W LuM M o U 00 Z Co `ahC d7 �FEss /cyst o $5885 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS rKllll DOTE DESCRFnON 4 STEL JOB # 15.1071.1 DATE 3/312015 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9OF50SHEETS 1 0 2 0 3 a 4 5 0 6 7 0 8 POST u t o F o G o H o 1 o J COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS TABLE 1 TABLE 2 ATTACHED ONLY ATTACHED AND STEEL POST ONLY: T BRACKET@3"SQ.POST ' FOOTING & ANCHOR BOLTS FREESTANDING USE POST TYPE W/ (4)#14 SMS EA SIDE OF POST I F. G, H, I, J OR K OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH SINGLE POSTS CUBEALTERNATE SS zE E R1N DATPE FTG. UBE FTG. POST POST TYPE B,C,D, OR E. FOOTING SIZE EMBED. STEEL '-r BRACKET OR 9" SQ. BOLTS 18• 18" SO. '?-12" 1/2 DEPTH OF I BASE PLATE USE WITH 1r -22 -CUBED (1) (2}318'0 1 7/8• 20- 21- SO �--{2= FOOTING OR I I POST TYPE B,C,D,E,F,G,H,J OR K. 12" MIN EMBD I (2}3/8.0 STRONG -BOLT 2 SS EA. BRACKET TO SLAB. 9 1/2" MINIMUM DISTANCE TO EDGE OF SLAB. 33" MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. (1%" MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION FOR SIZE 3 1/2" MIN. SEE FOOTING IN BEAM SPAN TABLE EXISTING SLAB O ATTACHED COVERS ONLY O SEE TABLE 1 G v DE TH A a POURED CONCRETE FOOTING SEE TABLES QUARE POSTS TO CONC. FOOTING ATTACHED COVERS ONLY 23.8 24" CUBED (1) (2}1/2.0 3 1/4*22" 25" SQ. 16• (1}7/2-OM.B. x9" LONG, 1' FROM END OF POST POURED CONCRETE FOOTING OSQUA —1 ; is I J 1 0D + I ' ' LL Q F Z W a • .. � • • :•'•: F Nd°;:•:•' w QQ `. '•; .�, p m Z SQUARE, SEE FTG. SCHEDULE IN BEAM SPAN TABLES POST EMBED. INTO FOOTING 24" 28" SQ. 20" 25--30' CUBED (2) (4}1/2-0 31/4• 26" 32" SQ. 23"1 31" - 34• CUBED (2) (4}5/8'0 4' 28' 35" SQ. 25" 30" 39" SO. 28" 35' - 39' CUBED (2) (4}314'0 4 314" 32" 43" SQ. 30" 34" 47" SQ. 32" ao" - 42 CUBED (2) (a}3/4 0 4314' 36• 51" SQ. 34• NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) 1) MAY USE EITHER STEEL IN BRACKET AT ALTERNATE FREESTANDING BASE PLATE 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE' 38" 55• SQ. 37" 40" 39' 60" SQ. 42" 64• SQ 41• 69"SQ. 43' CUBE FOOTING SU18 ALUM. ALLOY 3.00" OR 6063-T6 2.40" r - 1.375" 0 0 75" 1.60" 1.5 •090" TYP. INSTALL 1Y" x 1Y2" x YB" HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM "T" BRACKET 7/16"0 HOI FOR 3/8" h ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x Y8"HDG WASHER PLATE AT ANCHORS 157'.' TYP- USE FOR 3" OR 4" STEEL POSTS q 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T" BRACKET 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST Ck 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE (3}3/4"0 B FOR POST TYPE F, G, H, I, 3" OR 4" SQ. INSERT >" x 0.188" ASTM A500 GRADE B STEEL (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO BASE PLATE 3/16" INSERT i{ I, 9" SQ. X 5/8" THK. I��I THK. BASE PLATE (ASTM A500 GRADE B STEEL) 1 Ya" 6 Y2" 1 X. WELDED STEEL BASE PLATE 1 ALTERNATE FREESTANDING BASE PLATE ANCHOR Ll cn 2 ti W W � N 'mo Z w Q�� uc/)w- w uj M o U a' z 00 Q M U) �fF.SS Ipy9! o S588 OF CAL�F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM DATE DESCR PrroN 4 STEL JOB N 15-1071-1 DATE 3132015 DRAWN BY MAP CHECKED DKR COLUMN I POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEETS 0 2 0 3 0 4 a 5 a 6 a 7 a W.. u ■ o H o LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. /BEAM SPLICE TO ,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC 1 POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I 2"X6.5"X0.032" SIDE PLATES cog 110 MPH 120 MPH 130 MPH EXP B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 _ 3_ _ 3 _. 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 56 .5" 12' 4 5 5 6 5 7 13' 4 5 5 6 6 7 a= iF D 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP, BI EXP. C EXP. B EXP, C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 1 5 1 4 1 6 1 5 1 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. /BEAM SPLICE TO ,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC 1 POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROLL -FORMED OR INSULATED ROOF PANEL TERLOCKING SEAMS, TYP,—,,,, WALL HANGER Co! co�FR��F,pf ,yN r, � ,yINO,� F (E) STRUCTURE 5" #14 SMS MAY BE USE AS N 1 3"x3"x0.0132" V ALTERNATE TO 5"x01042" SIDE PLATES. 1/4.0 BOLTS — SEE AN 8" BEAM I .5" 11 OR �2 C )LU MN 2 PE SEE NOTES TABLE BELOW I I 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE il3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE. E2 W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. . BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROLL -FORMED OR INSULATED ROOF PANEL TERLOCKING SEAMS, TYP,—,,,, WALL HANGER Co! co�FR��F,pf ,yN r, � ,yINO,� F (E) STRUCTURE ROOF PLAN FASTENERS, 'T 4 SEE SHEET'4 OROOF HANGER LL—FORMED #14 SMS 2 32' D.C. MAX. IRP (4 MIN. PER PANEL INTERLOCK) OLL—FORMED PANEL #14 SMS 2 32. O.C, 4 MIN. PER F"^" '^•"T ALUMINUM TOP S BOTT. 0.024' PION, P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT a J W c W �Noo Z 0-) w QLLI>5 Lu LL L1J LLJ cM cy) o U rn 00 z 00 M rn rn FESS I�! CID S 5885 OF CAO'i 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # 15-1071-1 DATE 3X=15 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 11 110F 50 SHEETS It COLU N 1 3"x3"x0.0132" V 1/ (2) 2"x6 5"x01042" SIDE PLATES. — SEE AN C )LU MN 2 PE SPAN TABLE — PROJEC XrAl"4 ROOF PANEL ATTACHMENT LENGTH L ROOF PLAN FASTENERS, 'T 4 SEE SHEET'4 OROOF HANGER LL—FORMED #14 SMS 2 32' D.C. MAX. IRP (4 MIN. PER PANEL INTERLOCK) OLL—FORMED PANEL #14 SMS 2 32. O.C, 4 MIN. PER F"^" '^•"T ALUMINUM TOP S BOTT. 0.024' PION, P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT a J W c W �Noo Z 0-) w QLLI>5 Lu LL L1J LLJ cM cy) o U rn 00 z 00 M rn rn FESS I�! CID S 5885 OF CAO'i 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # 15-1071-1 DATE 3X=15 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 11 110F 50 SHEETS It 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 L. 0 U o E o F o G o BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 24"..... o" ...' I I I I I (8 T T 13 M6 1! II #12 S.M.S. 0 t. TYP. THICKNESS =.035 6.38' (24 TO TYP. THICKN IES =.035- u I u a + �I + + —I}- ++ + + I� + + ++ w ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 °w OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS I_RrAM Al I IM AI I OV. NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE STL. C -BEAM 3,� I TOTAL= (8}1/2"0 BOLTS SO. POST SPLICE WHERE I 4n OCCURS .070" TYP. ALUM.ALLOY 6063-T6 4"I -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCUI ALUM.ALLOY 6063-T6 I I -BEAM 1 %2" SQ. OR 2" LATTICE TUBE ( ALUM. ALLOY 3105-H25 1.50" 1.50" .28" 2" y .018" T MOMENT C -SPLICE 2"x3" LATTICE TUBE ALUM. ALLOY 3105-H25 .28" 311 211 —ate .018' (2)#10 S.M.S.@ EA VALLEY. TYP. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST,CONNECT WEB TO POST W/ (2) - 5/8" 0 THRU-BOLTS @ 4" I -BEAM, AND (3) - 5/8" 0 THRU BOLTS @ T I -BEAMS H - BRACKET TO POST j 3" x 8"x.042" BEAM, 1 3" SQ. STEEL OR MAG BEAM. ] !I � i (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=24 3" X 3" ALUM. OR STEEL POST "U" BRACKET - RAFTER TO BEAM LATTICE TUBE TO RAFTER #8 x 2 "SMS, 2 1/2" OR 3 1/2". TYP. 1 1/2" SQ., 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN. UP TO 6"O.C. MAX. H o 1 0 BEAM TO POST DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) (12) - #14 x 1/2" S.M.S. EACH SIDE OF 3' SO. POST(&TOTAL) ALTERNATE: 1/4'0 BOLT WI WASHER EA SIDE OF 3' SQ. POST + 1.10 7 I O +! Iso I 2.35" 3' SQ. POST 4414 x 1/2" S.M.S. EACH SIDE OF 3' SQ. POST f8-TOTA ALTERNATE /4"0 L) BOLT W/ WASHER E.A. SIDE OF 3'SO_. POST F�'-- FASCIA 3.00' 3' SD. POST MAG BEAM OR .240 3"SO. STL BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6-#14 SDS T-0" 12-#14 SDS FASTENER SPACING = 3/4" FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE jwz:7— OPTIONAL LATTICE TUBES #14 x 1/2" S.M.S. TOP & BOTT. (2}TOT. 14 ROOF PANEL O O o (i FASTENER 61/2" 0 o GROUP ROLLFORMED OR O O EXTRUDED GUTTER .*ALUM. X #14 S.M.S. @12T-O.C. FASCIA :�/ 6 1/2"x2"x.024 2' 1" "L" SEE TABLE RAFTER "U" BRACKET - RAFTER TO BEAM 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER l t = .040" @ 6063-T6 11/2, (6) - #14x Y4TEKSCREWS BRACKET TO RAFTER / �/2' MIN, (6) - #14x Y4' TEK SCR BRACKET TO E 204 ti W c~o W FNM 0C)' W Qw>5 u Lu WLL ww``' M M U rn co < M FESS Iq� . S5885 OF Cp1.�F� 03-03-15 DURALUM IAPM0.0195 ASSUMPTION AHJAPPROVAL REVISIONS M -M DATE DESCRPDON 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR BEAM TO POST & .LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 12 12 OF 50 SHEETS o e o 0 o w o e ft CT A W N � O 2 D EXISTING WALL W rn z � V O V1 A v � � V rn cn � ao o = W C D Z ' co w � rn cn 0 o O CD OD V O o On o w � 109 E ESCALONES m m —Xm m m � � � T � SAN CLEMENTE, CA 92672 D � O O O ~ O N Oz 949.388.93331 FAX 949.388.3773 r 2 Z c 90 m G C) > m Z m �z O O O V a =_ vmg � O W �' A N O m Z � N O O D N � � N � O O O rn Z m o N co n Z Z O CO ao _T i -i Z Z Z m -+ m � � CQ o z O Z Z Z � _ v N o n X Z Z Z Z m ;U (n z Z � C z .� m —{ > m J o � 0 C > y r o -n O D e 03 C) m = W O m D Z D r r m e D = D D G) y m —DI � N z Z m W X Z N W m r W �N o > /m� VJ p m z 0 cn Ce � � D co 2 / f-4--�2m mz 00m a c Z m { fTl Z D D � D m D� —� . 0 c z c`mi �g D o z v OF) O D m M � Z Z x cn cn Z ) = M Dm D3 Z °w zc ;7 Z2 Q� +D Z nv o = _ z D my Z �Z Z r v cn z y =r o ft CT A W N � O 2 CA A W rn � � V O V1 A v � � V rn cn � ao o = W C D ' co w � rn cn 0 o CD OD V O o w � 109 E ESCALONES m m mr � � � T � SAN CLEMENTE, CA 92672 D � O O O ~ O N z 949.388.93331 FAX 949.388.3773 r 2 Z c 90 m Z N O O O V W � O W �' A N O Z � N O O O N � N � O O O rn N Z Z CO ao Z Z Z -+ � � � Z Z Z � N o 0 Z Z Z Z vn -n = D� () z F3 m o W P z o REG/S+/ ��T o = W C D Cn D v cn K c:) I/ I T��ENG/NEEf�/NG N o o w � 109 E ESCALONES m m N N � � � T � SAN CLEMENTE, CA 92672 z 949.388.93331 FAX 949.388.3773 r 2 Z c 90 m JL0 0 z 0 3 0 4 _ o 5 0 6 co ft A o B o C o D o E o F o G 0 H 0 1 o Jcr e 7 0 B BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS ATTACHED &FREESTANDING 10 PSF LIVE SOLID COVERS LOAD - 110,120,130 MPH - EXP. B Cco 1,52' A 6.5" ROLLFORM 1. -jtF.6V cP = n I..L CC G O r MAX.COL. SPACING ON SLAB (2),(3) _ Z)!'-- _ m ATTACHED SOL/O FREESTANDING SOLID j p m �9' 6, 2. 7' 0,73' 038' 2.(8' 7 _ SPLICE WHERE occuR I I I II 0.075' II 3 TYP, I I L----JL---10'-0"1910'-0"26 SPLICE nE occuas 0,070' 4' TYP, saucE WHERE occuas I 4 0,065' I TYP. 2, 4' I 4ow T=12 GA ASTM A653SS GRADE so Gso 3, ' 032' ALUM. MAX POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN, POST TYPE 13'-7' 5' 11'-9" 18 11'-s" 20 B 11'-9^ 26 11'-4" 28 G 5' 6B�j6 10'-9" 18 10'-s"2110'-4" 10'-9" 26 27 9'-8" 710'-0" 21B9'$" 27Gr8' ,93' ROLLFORM 6063-T6 3.0'0 MAG BEAM„/^�r8'-10”20 BALUM.ALLOY 6063-T6 4" I -BEAM C'ALUM.ALLOY�ALUMALLOY 6063-T6 1 4.5" MAGGUTTERW/ 6063-T6 3" SQ.x0.032"ALUM. BEAM 12 GA. STL. "U" CHANNEL EASTM A653 SSv/]'-]"9BG GRADE 50 G60 J � 8'-6" 8' 9'-4" 19 9'�"229'-1"266.5" B 9'-4" 26 G 8'-10" 22 B'-10" 27AALUM.ALLOY 8'-7" 26 (n � ` 6'-9" 10' 8 $ 20 8'-6" 23 B 8'-6" 27 8'-1" 27 G 10' 6'-2" 11' 8'-1" 21 C 27 7'-9" 28 G 11' SPLICE Tw.�zs WHERE 606376 occuas ALLOY � 5'-8" 12' 21 'L4 `j 7'$" 28 ]r�n •18 G 12' 6,6 6' 7,0' 8, 31 0,110' 042' 6' TYP, TYP, — [1 I 1,75' 4.0' 0• I T �_ MAX. 7" I -BEAM DBL. 2"x6.5"x0.042" F I ALUM. ALLOY 3004-H36 ALUM. ALLOY OR EQUAL sos3-rs 032' 6' TYP. 0• 4.0' 0• MAX. i1 DBL. 2"x6.5"x0.032" `� ALUM. ALLOY 3004-H36 OR EQUAL 0,042' TYP. 3"x8"x0.042" BEAM n ALUM. ALLOY 3004-H36 OR EQUAL t^1 1..— N r MAX.COL. SPACING ON SLAB (2) (3) � F� Z) o m �: ATTACHEDSOLID FREESTANDING SOLID - ~ � o m � It MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5' 11'-9" 19 11'-7" 21 B 11'-9" 28 0'-10" 29 G 5, 11'-4" 6 10'-9" 19 10'-7" 22 B 10'-9" 27 10'-0" 28 G , 6 9'_$" 7' 10'-0" 20 9'-10' 22 B 10'-0^ 27 9'-3" 28 G 7' 5' T=12oR 14 GA AS 7.8 5'TM AMss cRAOE � c60 T=u oa +4 ca Asan A653 SS GRADE so 8,0' TYP! 8'-6" 8' 9'-4" 20 9'-2" 23 B 9'-4" 26 8'-8" 27 G 8, �1 W/ (1) "C" INSERT ALUM. ALLOY 6063-T6 Fi W/ 2) "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: 8.O' WHERE'C' SPLICE OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE 0.042' FULL LENGTH OF THE 7"I -SEAM. TYP, J v/ LL O-10 V _5'-8" 7'-7" 9' 8'-10" 21 &_8 23 B 8'-10" 27 8'-2" 28 G 9' 6'-9" 10 8'-6" 21 24 B 8'-6" 27 7'-9" 28 G 10' 6'-2" 11' 2 24 B 8 -1 7'-6" 229 G 11' 12' 7'-B'] 22 C 7'$ 7'-2" 230 G 12' 1 ,625' MAX. �`3.0' DBL. 3"x8"x0.042" BEAM3"x8"x0.042" BEAM 14 GA. STL. INSERT,.,W/ MAX, DBL. 3"x8"x0.042" BEAMoN DBL. 14 GA. STL. INSERT(z>,(3>PAN)„ MAX.COL. SPACING sLA6ACING � o ATTA CNEDSOLID FREESTANDING SOL/D If (INPOST �MAX.POSTFTG. (1) MIN. TYPE MAX•FOST FTG. SPACING (IN.) (SPAN) (1) MIN.o POST„,,W/ TYPE L ALUM. ALLOY 3004-H36 EQUAL I�� ASTM A653 GRADE 50 G60 � ASTM A653 GRADE 50 G60 O 13'-7” f 5'�1J�r2"22B10'-6"30G5' 11�9�'� 120 • FOOTNOTE: "SAMPLE"W/ FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. FOOTNOTES TO ALL SPAN TABLES: 1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED 3"x8"x0.042" BEAM ASTM A653 GRADE 50 G60PASTM NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH of THE 3•x8' BEAM. DBL. 3"x8"x0.042" BEAM DBL. 12 GA. STL. INSERT' A653 GRADE 50 G6010'-0"21'-9"8'-1 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. M � (n O -4" 6 10'-s" 2 -10 -2"23B9' [11'-7"29OR 0'-7" 28 -7"30G6' 9-8 % 9,�,r 23 B " 28 8'-10 29 v , 7 8'-6" $ 9'-4" 21 $'-1 O" 24 B 9'-2^ 27 8'-3" 29 G 8' 7,_7" 9, 8'-10" 22 8'-4- 24 B 8'$" 27 7'-10 29 G 9, ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BEA MINIMUM 10'-0"WIDE BY THE SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 8 30 psf. ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE 6'-9" 10, '-6" 22 8 8'-0" 25 8'-3" 28 7'-6" 30 v 10' 6'-2" r 11 8'-1" 23 7'-7" 25 B C 7'-10" 29 7'-2" 31 G 11 , 5r-$„ 12' 7'-8" OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4' MINIMUM. l_ 2 � N W � � cooO Z 0 U gI- W UQ ¢LLL Lu_ LU 2 M UJ LLI Co Mco U m � z � co �Q rn V rn S5885 � OF Cql �F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS watx DATE OEscawrtoN 4 STEL JOB q 15-1071-1 GATE 3(312015 DRAWN BY MAP CHECKED DKR BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -14 140F 23 C ] _]^ 29 r'+ MAXIMUM COLUMN SPACING ON EXISITNG SLAB. 25 6'-9" 31 12' 50 SHEETS 1 0 2 0 3 0 4 a s a f e , o C o D 0 E 0 0 o H 0 1 0 J 2 � W Ll co o6 W U)N00 rn o�� ULu ) LL_ LLJ LJJ LU Ch Cr) cr. U 6' Z 00 U) M rn m Q�FESS Iq,�! S5885 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 15 15 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C %� MAG BEAM o ,� 4" I -BEAM �, x,,14.5" MAG GUTTER �, 3" SQ. ALUM. W1 12 GA. STL."U" CHANNEL 7^ I -BEAM F E ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. SPACING F F MAX POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. j p ON SLAB E2§ SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m (2). (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F 13'-7" 5' 10'-4" 17 B 9'-6" 25 G 13'-7" 19 B 12'-4" 27 G 13'-3" 19 B 12'-2" 27 G 13'-4" 19 B 12'-1 27 G 23'-x" 22 E 21'-3" 31 G 5, O 10' 4" 19 9'-2" 26 13'-7" 21 12'-1" 28 13'-3" 21 11'-9" 28 12'-3" 20 1'-10' 28 2313" 25 20'-8" 33 6' 9'-9" 18 B 8'-10" 24 G 12'-9" 19 B 11'-8" 26 G 12'-2" 19 B 11'-6" 26 G 12'-7" 19 B 11 1'-6" 26 G 22'-0" 23 E 20'-0" 30 G 6, r 11'-4" 9'-9" 20 8'-8" 26 12'-9" 22 11' 4" 28 12'-2" 21 11'-2" 28 11'-3" 21 11'-0" 28 22'-0" 26 19' 6" 32 9,_8„ 7, 9'-3"9,-3" 121 B 8'-6 226 G 121 1"2' 223 B 11'-10 227 G 11'- 1"1 222 B 10'- 227 G 12'-0 221 B 11'-0°0,-2" 227 G 20'-10 4 1 227 E 19'-0"8,-7" 332 G 7' 8'-3" 2" -9" -3" 0 -7" 0,�„ =10 J 8'-6" $' 8'-10" 19 B 8'-2" 25 G 11'-8" 21 C 10'-7" 27 G 10'-7" 20 B 10'-4" 27 G 11'-6" 21 C G 20'-1" 25 E 18'-2" 31 G $, 8'-10" 21 10" 25 11'-8" 23 10' 4" 27 10'-7" 23 10'-2" 27 9'-9" 22 B 20'-1" 28 17'-9" 31 C6 7 -7 „ , 9 8'-7" 19 B 7'-9" 26 G 11'-1" 21 C 10'-2" 28 G 10'-0" 20 B 10'-0" 27 G 11'-0" 21 C G 19'-2" 25 E 17'-6" 32 G 9 LL g'_7" 22 7'-7" 26 11'-1" 24 10'-0" 27 10'-0" 23 9'-7" 27 9'-2" 22 B7 19'-2" 28 17'-1" 32 6'-9" 10 8'-3" 20 B 7'-7" 26 G 10'-6" 22 C 9'-10" 28 G 9' 6" 21 C 9'-6" 28 G 10' 4" 21 C "8Z2 G 18'-3" 26 E 6'-10" 32 H 10' 8'-3" 22 7'-4" 27 10'-6" 24 9'-7" 28 9' 6" 23 9'-2" 28 8'-9" 23 B7 18'-3" 29 16'-6" 32 "8'-9" 6,_2„ 11, 8'-0"8,-0" 223 B 7 4 228 G 10'-0 225 C 91 7"9'-3" 228 G 9'-1119 224 Ci 9'-1 228 G 9'-108, 223 C G 17-4-7'-4" 229 E 16'6,-0" 333 H 11, . O 7'-2" 0,-0" -1" 4" 8 r 5'-8" 12, 7'-7'7,-7" 223 C 7'-2'7'-0" 228 G 9'-7'19'-7" 225 E 9'-39 229 G 8'-8"8 224 C 8'-8 228 G 9'-6"8 223 C 9'-211'-10" 228 (j 16'-8'6,-8" 230 E 16'-0"5 333 H 12' -1" -8" 8' 4" -0„ -7" ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >- %= MAX.COL. SPACING Q= �o MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX -POST FTG. MIN. MAX.POST FTG. MIN. j p ^= fr{ ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST M 3 (2) (3) w (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE cc 13'-7" 5' 10' 4" 18 B 9'-6" 26 G 13'-7" 19 B 12' 4" 28 G 13'-3" 19 B 12'-2" 28 G 13'x" 19 B 12'-2" 28 G 23'-4" 23 E 21'-3" 33 G 5, O 10'-3" 20 9'-0" 28 13' 4" 22 11'-8" 30 13'-1" 22 11'-6" 30 11'-2" 21 11'-0' 29 23'-1" 27 20'-1" 34 H r 11 6' 9'-9" 19 B 8'-10" 26 G 12'-9" 20 B 111'-8" 28 G 12'-2" 20 B 11'-6" 28 G 12'-6" 20 B 11'-6" 28 G 22'-0" 24 E 20'-0" 32 G 6, -4„ 9'-8" 21 8'-6" 27 12'-8" 23 11'-1" 29 12'-0" 23 0'-10' 29 10'-3" 22 10'-0' 28 21'-9" 28 19'-0" 34 H 9'-8" 7' 9'-3" 19 B 8'-6" 26 G 12'-2" 21 B 11'-1" 27 G 11'-3" 20 B 10'-1 27 G 11'-7" 21 B 11'-0" 27 G 20'-1 25 E 19'-0" 32 G 7' 9'-2" 22 8'-1" 27 12'_v 24 10'-6" 29 11'-1" 23 10'-3" 29 9'-6" 22 9'-3" 28 20'-8" 29 18'-0" 33 H J 8'-6" $' 8'-10" 20 B 8'-2" 25 G 11'-8" 22 C 10'-7" 27 G 10'-7" 21 B 10'-4" 27 G 10'-1 21 B 10'-6" 27 G 20'-1" 26 E 18'-2" 31 I i $ 8=9 23 7'-8" 27 11'-6" 25 10'-1" 29 10' 4" 24 9'-91" 28 8'-10 23 8'-8" 27 19'-9" 29 17'-3" 33 ui 7,_7„ 9' 8'-7" 20 B 7'-9" 26 G 11'-1" 22 C 10'-2" 28 G 10'-0" 21 C 10'-0" 27 G 10'-3" 22 C 10'-1" 28 G 19'-2" 27 E 17'-6" 32 H 9 LL 8'-6" 23 7' 4" 28 0'-10' 25 9' 8" 28 9'-9" 24 B 9'-3" 28 8' a" 23 B 8'-2" 28 18'-9" 30 16'-7" 33 U) 6,_9„ 10, 8'-3"8,-2" 224 B 7'-7'7,-2" 228 G 10' 6"0,-3" 226 C 9 -109'-4" 228 G 9 -6"9'-3" 225 C 9'-6' 228 G 9 -9"8,-0, 224 C 9 -8 228 G 18'-17,-10' 231 E 6 -106 332 H 10' -9" B 7'-9" -1" 6,_2„ 11, 8'-0'7 224 B 7 -4 229 G 10'-09'-9" 226 C 9'-7 9 229 G 9'-18'-10" 225 C 9'-1 $,�„ 229 G 9'-3"7 224 C 9 3", 229 G 17'-1 231 E 16'-4"5,_7" 333 H 11' O -9" 7'-0" -1" -0„ B 7'-6" T-1" 5'-8" 12, ,-6" 224 C 230 G 9-7"9,-4" 226 E 9'-39-9" 230 G s18"8 225 C s189-1" 230 G 8'-1 224 C 8'-107'-2" 230 G 16'-8'6 232 E 16'-0"5-1" 333 H 12' 6,-9" a" 6'-10" g 4" ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID it MAX.CO= SPACING SPACING 0F_ �� MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG, MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. ~ ~ ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � (2).(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE Of - 13' 7" 5' 10'-4" 19 B 9'-3" 28 G 13'-7" 21 B 12'-2" 30 G 13'-3" 21 B 12'-0" 29 G 12'-6" 20 B 12'-0" 29 G 23'-4" 25 E 20'-1 34 H 5, O 10'-0" 21 8'-8" 29 13'-1" 23 11' 4" 31 12'-7" 23 11'-2" 31 10'-3" 22 10'-1' 30 22'-6" 28 19'-7" 36 J ce) 6, 9'9","2 B 8'-9 228 G 12'-9 224 B 11'-6"0 230 G 12'- 224 B 11'-1"0-7" 230 G 11'-49'-4" 222 B 11'-39'-2" 229 G 22'-21 229 E 19'-8"8 335 H 67, 22 8'-2" 2 �" -8" 111'-6" ,-2" �" I 9'-3"9,-0"2 8 -4 228 G 12' j'1,�„225 B 11'- 10 230 G 11-1 10-8" 224 B 10'-80'-0" 230 G 10'-78 223 B 10'- 229 G 20'- 20,-2" 230 E 18'-9'7 335 HI7, 23B 7'-9" C 10'-2" -9" 8'-7" 6" $' 8'10" 21 B 8'-0" 26 G 11'-8" 23 C 10'-6" 28 G 10'-7" 22 B 10'-3" 28 G 10'-0" 22 B 9'-10" 28 G 20'-1" 27 E 18'-0" 33H $, 8-7 24 7'-6" 28 11'-1" 26 9-9" 30 10'-0" 25 9'�" 29 8'-2" 238'-0" 2819'-2" 31 16'-9" 34, JU)7 9 8'-7" 22 B 7'-8" 27 G 11'-1" 23 C 10'-1" 28 :2 G 10'-0" 23 B 9'-9" 28 G 9'-4" 22 B 9'-4" 28 G 19'-2" 28 E 17'-3" 32 H98'-3" , V-3" 24 7'-2" 29 10'-6" 26 9' a" 9'-4" 25 C 8'-10" 29 7'-8" 24 7'-7" 29 18'-1" 31 16'-1" 34 10 22 B 7'-6" 28 G 10'-6" 24 C 9'8" 28 G 9'-6" 23 C 9'-3" 28 G 8'-10" 23 B 8'-10" 28 G 18'-3" 29 E 16'-8" 32 , 1011,8 -10" 25 7'-0" 30 9'-10" 27 9'-1" 30 8'-6" 25 8'-1" 30 7'-0" 24 7'-2" 30 17'-2" 32 15'-7" 34H -0'7 225B 7 -316'-9" 231 G 10'-09'-6" 227 C 9 231 G 91 17'-9" 225 C 8'-107 231 G 8'-6116'-4" 224 C 81-6 231 (j 17'-4'6' 233 E 16'-15,-1" 333 H -6" C E 8'-9" �" B 6'-10' 4" I12, 225 C 7-16'-7" 231 G 9'-7"9,-1" 228 E 91-29-6" 231 G 8-8"7-1" 225 Ci 8-66-9" 231 G 8'-2"5,-9" 224 C 8-16'-7" 231 G 16'-8'S,-9" 333 E 15'-8'4-8" 333 H 12, '-1" B I 2 � W Ll co o6 W U)N00 rn o�� ULu ) LL_ LLJ LJJ LU Ch Cr) cr. U 6' Z 00 U) M rn m Q�FESS Iq,�! S5885 OF CAL 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB # 15-1071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH - 15 15 OF 50 SHEETS t 0 2 0 3 0 4 0 5 o 6 0 7 e B A o cf) co B o C o D o E o F 0 G o H o I o JLl ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 7" I -BEAM W/ (1) "C" INSERT G 7" I -BEAM H W/ (2) "C" INSERTS I DBL. 2"x6.5"x0.042" " BEAMLLJ ,; /'1DBL. 2"x6.5"x0.032" OR %1 3"W0.042cr = C MAX.COL SPACING ON SLAB (2).(3) } �o 3 � ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/D } ¢ p m C3 MAX.POST FTG. SPACING (IN.) (SPAN) (�) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) TYPE (SPAN) (t) (SPAN) (1) MIN. POST TYPE MAX -POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST SPACING (SPAN) MIN. POST TYPE MAX.POST MAX.POST FTG. SPACING SPACING (IN.) FOR DBL. 2'x6.5' 0032'_FBEAMB• (�) MIN. POST TYPE MAX.POST MAX.POST FTG. SPACING SPACINGLLI (IN.) FOR DBL 2-4.5-4.0k. FBEAMB• (1) MIN. POST TYPE 13'-7" 5' 26'-9" -9"2623'-8"34H29'-6" 23 E 24' 4" 32 G 29'-6" 24 2726'-2"35122 E 26'-1 33 H 16'-0" 20 B 16'-0" 15'-3" L29 G12-7"21 13'-13'8"`19B13'-2" 12'-3" 13'-8" 12'-7" 275, 29G G Q26' r 11'-4" 6' 25'-3" 24 25'-3" 27 E 23'-0" 31G 27'-9" 225'-3" 22'-4" 33 H 27'-9" 28 E 32 G 14'-7"20 24'-7" 34 H 14'-7" 23 B 14'-7" 14'-0" 29 G 12'=1"' 12' 6" 19 21 B 12'-1" 12'-6" 27 11'-2" 11'-6" 28 G 6' 9,_8„ �, 24' 24'-0" 22g E 21'- 21 �-3" 333 G H 26 26'-4" 229 E 24'-0" 3,x„ 2 3cd �--� 13'-613 -6" 223 C 13'-6"3,-0" 229 G 11'-10 -8" 11 0'-10" 222 B 11'-1'0 �" 11 1 p'-8" 227 G 7 � 8'-6" $ 23'-0" 23'-0" 26 29 E 20'-1 20'-3" 32 32 H 25'-3" 25'-3" 27 30 E 23'-0" 22'x" 33 33 H 12'-8" 12'-8" 21 24 C 12'-8" 12'-2" 28 28 G 10'-6" 10'-0" 10-1 10'-2" 20 22 B 10'-6" 9'-9" 10'-1 10'-0" 27 27 G , 8 ...� LL O 7,_7„ 9' 22' 22'-1" 230 E 20'-119'-7" 333 H 24'- 24,-3" 231 E 22'- 21'-7" 334 H I 12'-0'2,-0" 224 C 12'-0"1'-6" 229 G 9'-109'-4" 10 9'-8" 223 C B 9'-109 2" 10'-29'-4" 227 G 9' 6, 9„ 10' 21' 21'x" 231 E 19'8'-10 333 H 23' 23'-6" 232 E 21 20'-9" 334 11' 411 4" 225 C 11'-4" -10" 229 G 19'-4"--- 9,-0„ 9 -29 -2" 223 C C)'-4'--- 9" 9'-2"8, 6" 227 G 10' 6'-2" 11' 20'-8" 28 20'-8" 31 E 18'-9" 34 22'-9" 29 18'-3" 34 � 22'-9" 32 E 20'-8" 35 10'-1 22 20'-2" 35 � --To':-_10" 25 E 10'-10" 30 10'-4" 29 G 9'-0" 8'-4" 21 8'-4" 23 C 9'-0" 8'-4" 28 7'_g^ 28 G , 11 S'-8" 12' 20'-1" 20'-1" 28 32 E 18'-3" 17'-9" 35 35 ' 22'-1" 22'-1" 29 33 E 20'-1" 19'-7" 36 35 J 10-410," " 23 26 30 30 G 8'-7" 8'-2" 7'-8" '-8" 21 23 C 8'-7" 8'-0" 7'-8" 7'-1" 28 28 G , 12 = MAX.COL SPACING ON SLAB (2) (g) � F � � o m § ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/D ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID STANDING SOLID } o: � p m � MAx•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST MAX.POST FTG. MIN. SPACING SPACING FOR DBL. FOR 3"xB" (IN.) POST 2"x6.Sx0.032" BEAM (�) TYPE MAX.POST MAX.POST FTG. SPACING FOR 3"x8" CIN.) L2N6.5"x0.032" BEAMTYPE13'-7„5,26'-92"6'6"228E24'23'-1"336HI2929'-2"229E26'-25°�^336IK16'-0'4-10222B16'-0"4,-7"331G13'12'-7"13-8'18"231B MIN. POST 13'-8111'-6" 230 G 5 g' 25'-3" 25 4'-10' 29 E 23'-0" 33 H 27'-9" 26 21'-9" 35 I 27'-6" 30 E 25'-3" 34 H 14'-7" 20 23'-10 36 K 13'-8" 23 B 14'-7" 29 13'-4" 31 G 12'-1" 12'-6" 20 B 11'-6" 0'-8" 22 12'-1" 12'-6" 28 11'-2" 10'-6" 29 G 6' 9,_8„ 7, 24'- 23�$„ 230 E 21'- 20,-8" 334 H I 26' 26'-1" 231 E 24'- 22 _g � 335 H I 13'-612'-8" 223 C 13'-6"2 -4 230 G 11'-1"0 _$ 11'-70'-0" 223 B 11'-1"0,�„ 11'-79'-8" 228 G 7 � J 8'-6" $' 23'-0" 22'-8" 27 31 E 20'-1 19'-9" 32 34 H 25'-3" 25'-0" 28 32 E 23'-0" 21'-9" 33 35 H I 12'-8" 11'-10 21 24 C 12'-8" 11'-7" 28 30 G 10'-6" 10'-0" 10'-1 9'-3" 21 23 B 10'-6" 9'-9" 10'-1 9'-1" 27 28 G $cd ' ILL � O 7'-7" g' 22'-1" 28 21'-9" 32 E 20'-1" 33 24'-3" 29 19'-0" 34 H E 22'-1" 34 H 12'-0" 22 21'-0" 35 I 11'-2" 24 C 12'-0" 29 11'-0" 29 G 9'-10" 10'-2" 22 C 9'-4" 8'-9" 23 B 9'-10" 10'-2" 28 9'-2" 8'-7" 28 G 9 s,_9„ 10' 21' 21'-1" 232 E 19'8 �" 333 H I 23 23'-2" 233 E 21'-4" 20'-2" 334 � 11'-410 225 C 11'-4"0 �^ 229 G 9'� 9'-0" 9 -28'-4" 224 C B 9'-4" g'_g^ 9'-2 7'-9" 228 G 10' 6,_2„ 11, 20'-82"0'-4" 233 E 18'-97 _9^ 334 � 22'- 22,-6" 334 E 20'-89'-7" 335 I J 10 10'-2" 225 E 10'- 9'n10" 30 J G 9'-0 8.7" 8'-4- 8'-0" 224 C 9 8,�" 8 � 7,_1" 229 G 11' 5'-8„ 12, 20'-19'-10' 334 E 18'-317,_3„ 334 � 22' 21'-10' 335 E 20'- ;"9.1„ 335 J 10'-4'9,-9" 226 E 10'-49 6^ 330 G 8'-7 8 -2" '�" 224 C 8�-7 8 6 -7" 230 G 12' �1= MAX.COL. SPACING ON SLAB (2),(3) } i o m � � ATTACHED SOL/D FREESTANDING SOLID ATTACNED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } a ~ _ °0 3 MAX.POST FTG. SPACING (IN.) (SPAN) ( (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST MAX.POST FTG. SPACING SPACING FOR DBL. FOR 3"x8" CIN.) 2'x6.5'x0.032" BEAM (1) MIN. POST TYPE MAX.POST MAX.POST SPACING SPACING FOR DBL. FOR 3"x8" 2'x6.5"x0.032' BEAM MIN. POST TYPE 13'-7" 5' 26'-9" 25'-9"2922'-4" 26 E 24'-0" 35 3728'-6" I 29'-6" 27 30248"381382413'-4"320'-9"22 E 26'-4" 36 K 16'-0" 22 B 15'-7" 32 G 13'-2" Y3'=1"�` �20 B 13'-2" 12'-3"10'-7" 13'-0" F27 G5' r6,25'-343"230E22'-21'-1"337IK2726'-9"231E24'-23,-3"337IK14'-712,-7"224B14'12-3"332G12'is12'-0°10"223B12'1�'1-2"1119"8 G 6 9,_8„ 7, 24'-23�-1" 231 E 21'-6" 0'-1" 336 H K 26' 25'-6" 232 E 23'-2'2_1„ 337 I K 13-611'-8" 225 (� 13,_1„1,�„ 331 G 11'-;"0,�„ 11-19'-2" 223 B 11'-1°0,�„ 11'-19,-0„ 227 G 7' � 8'-6" $' 23'-0" 22'-1" 29 32 E 20'-7" 19'-2" 34 36 H I 25'-3" 24'-4" 30 33 E 22'-8" 21'-2" 35 37 I K 12'-8" 10'-10 24 26 C 12'-4" 10'-8" 30 30 G 10'-6" 10'-0" 10'-4" 22 24 B 10'-6" 9'-9" 10'x" 8' 4" 27 -:127 G $ILL ' J 7,_�„ 9' 29 21'-3" 33 E 19'-9" 34 H 24'-3" 30 18'-6" 35 I 23'-6" 34 E 21'-9" 34 I 12'-0" 24 -201-41, 36 K 10'-3" 26 C 29 10'-1" 30 G 9'-10" 9'-9" 23 9' d" 8'-1" 24 C B 9'-8" 27 9'-2" -10" 27 G 9 6, 9„ 10, 21' 20'-7" 30 1 E 19'-; 7,-10 335 H I 23'-6" 22'-8" 335 E 21'-19,-8" 336 I J 11 -4 9'-9" 227 C 11'-19,-7" 230 G 911 g'-0„ 9'2" -7'-8" 225 C 9 -4 8 �" 8 -9 7 '-2-237 G 10' 120'-8:_,9'-10' 335 E 18'-67 -3" 335 I J 22 22'-0" 336 E 20'-49 -1" 336 I J 101-1 25 227 E 10'-7" -2^ 231 G 9'-0 $,_7" 8'4' 225 C 9'-0 8 -0" 8'-0 67" 228 �j 11' 12, 335 E 1 B'-� �6,-9" 334 I J 22 21'-3" 337 E 19'-98 -6" 335 J 10'-4'9,-0" 227 E 10'-28 -9" 30 41 CO ap W CV � M 2 � U � W Lu 0 F- u�w� L!J ce) W M O Z op M �Q rn FEss Igy� o S5885 � OF CqL �F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS wiaz once oescwanoN 4 STEL JOB # 157071.1 DATE 31312015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -16 16 31 H 81-7 8 7'_8''-10" 225 �i 8'-7"7 7'-4 6 228 G -2" -4" OF 50 SHEETS 1 0 2 0 3 0 4 A 0 s 0 s e B o C o D o E o F o G o H o I 0 J ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM L DBL. 3x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. F MAX.POST FFG. MIN. MAX.POST FFG. MIN. MAX.POST FFG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FFG. MIN. MAX.POST FFG. MIN. MAX.POST FFG. MIN. jo ^ �y SPACING ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m (2).(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F 13'-7" 5' 3" 21 C 19'-3" 30 G 18'x" 21 C 18'-4" 30 G 20'-1" 21 C 20'-1" 30 G 25'-1 23 E 25'-1 32 H 28'4" 24 E 27'-8" 35 J 5, O 18'-1" 23 17'-8" 31 18'x" 23 17'-8" 31 20'-1" 24 19' 4" 32 5'-10" 26 4' 34 28'-4" 27 27'-0" 37 6 17'-7" 22 C 17'-7" 29 G 16'-9" 21 C 16'-9" 29 G 18'-4 22 118'-4 C " 30 G 23'-8" 24 123-8"_- E 32 H 25'-1 25 E 25'-1 34 J , 6 r 11'-4 16'-6" 24 16'-1" 31 16'-9" 24 16'-2" 31 18'-4" 25 [-'17'-8" 31 23'-8" 27 22'-9" 33 25'-10" 27 24'-10" 36 � 9'-8" 7' 16'-3" 22 C 16'-3" 29 G 15'-7" 22 C 15'-7" 29 G 17'-1" 22 E 17'-1" 30 G 22'-0" 24 E 22'-0" 32 H 24'-0" 25 E 24'-0" 34 J 7, 15'-3" 24 15'-0" 30 15'-7" 24 15'-0" 30 17'-1" 25 16'x" -31 22'-0" 27 21'-1" 33 24'-0" 28 23'-1" 35 J 8'-6" 8, 15'-14-4" 225 E 15'-14,-0" 329 G 14'- 7" 225 E 14'-14'-1" 229 G 16'-0 6 226 E 16-0 330 G 20'7" 0'-7" 228 E 20'-719,-9" 332 �"� 22' 229 E 22'-6 11'-7 334 J 8' •-7" -0' 5 �" 22'-6' (6 7,-7„ 9' 14'-4" 23 E 14'-4" 30 G 13'-9" 23 E 13'-9" 30 G 15'-1" 23 E 15'-1" 21 G 19'-4" 25 E 19'x" 33 H 21'-2" 26 E 21'-2" 35 J 9' � 13'-7" 25 13'-2" 30 13'-9" 26 13'-3" 30 26 30 19'-4" 29 18'-7" 32 21'-2" 29 20'-4" 35 in 6'-9" 10' 13'- 9A 1 E 13'-82'-7" 330 �7 13'-13'-1" 226 E 13'-11"2 330 G 14'-314,-3" 227 E 14'- 13-9" 231 (j 18'-4'8 22g E 18'-4"7'-8" 333 20'-120,-1" 230 E 20'-119' 335 J 10' 2'-10" 7" 4" 4" a' 6'-2" 11' 13'-1" 24 E 13'-1" 31 G 12'-6" 24 E 12'-6" 31 G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 17'-7" 34 Fi 19'-2" 27 E 19'-2" 36 J 11' Q 3" 26 12'-0" 30 12'-6" 26 12'-0" 30 13'-8" 27 13'-1" 31 17'-7" 30 6'-10' 33 19'-2" 30 18'-6" 35 r 5,_8„ 12'-6'; 227 E 12'-6"1'-6" 331 G 12' 227 E 12'-0"1 331 G 13'-113,-1" 228 E 13'-112,-7" 332 C7 16'-9'6,-9" 230 E 16'-96'-2" 34 H 231 E 18'-417,-8" 336 J 12' 12, =9" 2'-0" 6" 118' 8,-4" � ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID � MAX.COL. SPACING _ � o MAX.POST FrG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FFG. MIN. MAX.POST FFG. MIN, MAX.POST FFG. MIN. MAX.POST FTG. MIN. MAX.POST FFG. MIN, MAX.POST FFG. MIN. MAX.POST FfG. MIN. ¢_ jp ^= fy ON SLAB SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m (2),(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (t) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE � 13'-7" 5' 19'-3" 22 C 19'-3" 32 G 18'-4" 22 C 18'-4" 31 G 20'-1" 22 C 20'-1" 32 G 25'-1 24 E 25'-1 34 H E 27'-8" 35 I 5, O 16-6 24 B 16'-1" 32 17' 4" 24 17'-0" 33 H 19'-0" 25 18'-6" 33 H 24' 4" 27 3'-10' 36 K 8 26'-1" 37 K C%4 17'-7" 23 C 17'-7" 31 G 16'-9" 22 C 16'-9" 31 G 18'-4" 23 C 18'-4" 31 G 23'-8" 25 E 23'-8" 33 H E 25'-1 34 H 6, 11,-4„ g' 25 14'-8" 32 5'-10' 25 15'-6" 32 17'-4" 26 17'-0" 33 H 22'-3" 28 21'-9" 35 I 9 23'-9" 36 J � 9,_8„ 7, 16'-14,-0" 225 C 16'-1.3'-8" 331 G 15'-7" 22g C 15'-1"4,�„ 331 G 17'-116.-1" 226 E 17'-115.-8" 332 G 22'-20,-8" 229 E 22'- 20,-2" 3 H 121'-2"27 E 24'- 22'-1" 335 H 7, 4'-8" 34 9 I J 8'-6" 8' 15'-3" 24 E 15'-3" 30 G 14'-7" 23 E 14'-7" 29 G 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'-7" 32 H 7 E 22'-6" 33 H 8, 13=1 " 26 C 12'-9" -:130 13'-9" 26 13'-6" 31 15'-1" 27 14'-8" 32 19'x" 29 8'-10' 34 30 20'-8" 34 (� 7,-�„ 9' 14'-4" 24 E 14'x" 30 G 13'-9" 24 E 13'-9" 30 15'-1" 25 E 15'-1" 1 313 G 19'-4" 27 E 32 �„� 7EM21'-2"34 9' �1242612'-1"3013'-0"2712'-8"30G14'-2"27 13'-10"31 H18'-3"307-033 31 6'-9"10'13'-8';�-8"27E13'-8"1,-6"330Cj13'-12-4"227E13'-1°2-1"330GH14�3'-6228E14'-�3,-2"331H18'-4'7'-4"230E18'x"7'-0"333H20'-11g-0"231E1079 . 6'-2" 11'13'-1"25E13'-1" 31H12'-6" 25E12' -6"31G13' -8"25E13'-8" 31H17'-7" 28E17'-7" 33H 19'-2" 28E 11 -22711'0"3011' -9"2811'-6"30H12'-10"28127"3116'-7"16'-2"3318'-1"32 r 5,_8„ 12, 12'-6'0,-8" 227 E 12'-60'-6" 330 �'i 12'-0"1,-3" 228 E 330 f"{ 13'-112'x" 229 E 13'-112,-1" 332 �"'i 16'-95'-10" 231 E 16'-95'-6" 333 H 18'-4"7-4" 232 E 18'-4"7'-0" 334 � 12' 1 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL1D MIN. MAX.POST FFG. MIN. MAX.POST FTG.MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FFG. MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN.MAX.POSTFTG.MIN.INGSPACINGIN.) OL.MAXPOSTFFG. LAB(((IN.) r POSTSPACINGIN.)POST SPACING(IN.)POST SPACING(IN.) POST SPACINGg)(SPAN) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING(INPOST e (1)TYPE (SPAN)TYPE (SPAN) (1)TYPE (SPAN) (1) TYPE (SPAN)TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1)TYPE (SPAN)TYPE (SPAN)(1)TYPE 7" 5' 18-4 23 C 18'-3" 33 H 18'-4" 23 C 18'-0" 33 H 20'-1" 24 C 19'-8" 34 H 25'-1 26 E 25'-3" 36 J 28' 26 E 27'-3" 37 K 5' O 15'-1" 24 B 14'-9" 33 16'-0" 25 B 15'-7" 34 17'-4" 26 17'-1" 35 I 22'-4" 28 1'-10' 37 K 24'-6" 29 24'-0" 38 r 16'-9" 24 C 16'-9" 32 G 16'-9" 24 C 16'-6" 32 G 18' 4" 24 C 18'-0" 33 I I 23'-8" 26 E 23'-1" 35 I 25'-1 27 E 25'-3" 36 J 6, 11 -4„ 6' 25 13'-6" 32 14'-7" 26 14'-3" 33 H 15-10' 26 15'-7" 34 20'-6" 29 20'-1" 36 K --22'-4",-:;:3-o 21'-10" 37 K r � 15'-1'2 226 C 15'-6 332 226 C 15'- � 332 G 17'-114,-9" 227 E 16'-8 333 G 22'-0 229 E 21'-6'8,-7" 3 H 230 E 23' 336 I 7, 9,_8„ 7, -g 3•-2" 4 -6 , H lg.-o,, 35 124 20'-9" 20'-3" K 8' 14'-7" 25 E 14'-6" 31 25 E 14'-3" 31 G 16'-0" 25 E 15'-7" 32 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 I 8' ...� 8'-6" 12'-0" 26 C 11'-9" 31 V 27 C 12' 4" 32 13'-10' 28 -'l3'-6" 32 H 17'-9" 30 17'-4" 35 I 19'-6" 31 19'-0" 35 � 9 13'-9" 25 E 13'-8" 30 25 E 13'-6" 30 H 15'-1" 26 E 14'-8" 31 1g'-4" 28 E 19'-0" 33 H 21'-2" 29 E 20'-8" 34 H 9' LL 7'-7" 11' 4" 27 11'-1" 31 27 11' 8" 31 G 13'-1" 28 228 12'-9" 32 H 16'-9" 31 229 16' 4" 34 331 18'x" 32 230 18'-0" 35 I 16'-9'4,-7" 332 E 6,_9„10, 333 13'-10,-9"227E13'-00'-7"330 18'-45'-10 333 E334 � 228 E 12'-9"1 331 H 14'-3"121-41' 229 E 14'-0 "2'-1" 331 18 231 E 18'-0 3 { 20'-117 332 E 19'-8 335 H 101 -7" �„ H 6'-0" 5'-7" 34 -4 7,-1" I 6'-2" 11' 12'-6" 26 E 12'-6" 31 �' 12'-6" 26 E 12'-2" 31 Fi 13'-8" 27 E 13'-4" 31 H 17'-7" 29 E 17'-2" 33 H 19'-2" 30 E 18'-9" 34 11' B Q 10'-3" 28 10'-1" 31 10'-10' 28 10'-7" 31 11'-10' 29 11'-7" 31 15'-2" 32 4'-10' 33 16'-7" 33 16'-3" 34 5 Ll cv) 2 W co W cnNoo rncv) 55 Lu hw2M LU LLJ M C:> UM rn Co M U) rn Q�FESS IC}ygl S 5885 � OF CAI\F� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS M4R1( DOTE DESCRIPTNN! 4 STEL '-8„ 12, 12'-9'-10" 228 E 1'-1 9"-8" 331 H 12'-0'0-4" 229 E 331 H 13'-111 230 E 12'-9"1'-1" 331 16'-9'4,-7" 332 E 16'-64'-3" 333 � 18'-45'-10 333 E334 � 12' � H J06 tF 15.1071-1 DATE 3l3l2015 DRAWN BY MAP CHECKED DKR SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -17 17 OF 50 SHEETS