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BRES2015-0265 (PATIO COVER)60895 Living Stone Dr BRES2015-0265 Date: 8/4/2015 Application Number: BRES2015-0265 Owner: roperty Address: 60895 LIVING STONE DR LORNE BENNETT PN: 764440011. O 60895 LIVING STONE pplication Description: BENNETT RESIDENCE PATIO C©' R O LA.QUINTA, CA 92253 Property Zoning: Application Valuation: $9,000.00 Applicant: 010 ® Qv�C��pA����N( Contractor: RYAN GABOR E 681150 LOU SANRD 0� p�,VN�o 681150 LOU SAN RD DESERT HOT SPRINGS, CA 92240 cpMN,�� DESERT HOT SPRINGS, CA 92240 LICENSED CONTRACTOR'S DECLARATION I hereby affvm 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: C29, D03 License No.: 928413 Date: V Contra 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).: (_) 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 I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work -for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Add (760)861-8953 Llc. No.: 928413 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 sh II 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: S Applicant4 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 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 ent l •• L• FINANCIAL 7777­1,7DESCRIPTION '`., t,��` ACCOUNT CITY,' ' AMOUNT �� �`'E, PAID PAID DATE', 3v , �'.. BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 8/4/15 '- 14' .,U ;PAID BY ,' F�hMETHODY r= ' RECEIPT # K; CHECK # "x'. CLTD < , RYAN GABOR CSER CHECK R8206 1413 EVA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $1.00 DESCRIPTION ACCOUNT ' i�. > wQTY -AMOUNT' •; ' fiPAIDs'w iPA1D DATE DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 8/4/15 PAID °RECEITx HECK BY CLTD, RYAN GABOR CSER CHECK R8206 1413 EVA r 4, DESCRIPTIONe= r ;ACCO 'r `QTY E AMOUNT :: PAIDf,<� ipe PAID'DATE DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 8/4/15 PAID'BY +' " t =' __ 1 METHOD>, ¢ �. RECEIPT #`. '_ ' `CHECK # t 4. CLTD BY i RYAN GABOR-CSER CHECK R8206 1413 EVA Total Paid forELECTRICAL: $48.34 $48.34 r DESCRIPTION,;'`, t ACCOUNT A� QTY{- AMOUNT, PAID t AIDDATE' t FIREPLACE 101-0000-42400 0 $145.03 $145.03 8/4/15 PAID BY :: I x M ��" .`METHOD, ` i �� ,F �. # � CHECK # i CLTD BY 4 r, e :;_ _ y "=,.RECEIPdT 'RYAN GABOR CSER CHECK R8206 1413 EVA '=..DESCRIPTION : ' ` ACCOUNTa f 'QTY ' AMOUNT,_ F PAID PAID DATE, r , F' FIREPLACE PC 101-0000-42600 0 $217.55 $217.55 8/4/15 E r; 5` PAID BY.... '°r ;;*} METHOD �, 4 7-1 RECEIPT # $ ,: '' CHECK # t "CLTD BYE RYAN GABOR CSER CHECK R8206 1413 EVA Total Paid for FIREPLACE: $362.58 $362.58 DESCRIPTION .. �.. .. • _ yF ACCO.l1NT+ QTY ` �k AMOUNT=f PAID :+ PAID DATE �' PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $97.17 8/4/15 ' d ` PAID BY' - > -METHOD,'Y RECEIPT #., up ,x CHECK #CLTD BY RYAN GABOR CSER CHECK R8206 1413 EVA r; .V Mx :- DESCRIPTION i:,' €: ACCOUNT '";�,° ' QTYri ', AMOUNT ' F 'PAID { * PAID=DATE y : 3'` �y PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 $95.72. 8/4/15 PAID BY } METHOD �� 'i 4 � _ RECEIPT # �_ " t k CHECK # l CLTD BY n.3 z s;, -f. «t i, t u RYAN GABOR CSER CHECK R8206 1413 EVA Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $192.89 _ . ,.DESCRIPTION : x., ;._ ,ACCOIINTrs :.; ., ;QTY 'T; "AMOUNTP.`� PAID PAID,DATE` GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $12.09 8/4/15 PAID BYi METHOD `i!";. t `�` €;RECEIPT # i C BECK # CLTD D BY T . µ RYAN GABOR CSER CHECK R8206 1413 EVA "DESCRIPTION*{" " ACCOUNT £. `` QTY r AMOUNT:'':. ` PAID -' ' PAID DATE t .,` , GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $24.17 8/4/15 PAID BY METHOD CHECK # CLTD BY; 1 RYAN GABOR CSER CHECK R8206 ;' 1413 EVA Total Paid forPLUMBING FEES: $36.26 $36.26 c; 4 DESCRIPTION . '` ,tt x ° 7 ACCOUNTS g r QTY AMOUNT # A40 '"` P DATE; �& C 3., _1 �. � u�_ «rPAID SMI - RESIDENTIAL 101-0000-20308 0 $1.17 $1.17 8/4/15 . ,,E q, a, r T ,;�, r f.,'ut•s s.r '...l METH i r`RECEIPTPAIDBY#m' ;. .. YI1; ' CHECK # CLrTn-D:• BYOD � . RYAN GABOR CSER CHECK R8206 1413 EVA Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $1.17 $1.17 TOTALS: $642.24 $642.24 n..:: • > - '' 1 _ Description: BENNETT RESIDENCE PATIO COVER Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: APPROVED Applied: 7/13/2015 EVA Approved: 8/3/2015 JJO Parcel No: 764440011 Site Address: 60895 LIVING STONE DR LA QUINTA,CA 92253 Subdivision: TR 30023-4 Block: Lot: 30 Issued: Lot Sq Ft: 0 Building Sq Ft`. 0 Zoning: Finaled: Valuation: $9,000.00 Occupancy Type: Construction Type:, Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 7/24/2015 Details: INSTALL 12 x 17 PATIO COVER, 1" GAS LINE, BBQ ISLAND, OUTDOOR FIREPLACE, 3 GFI PROTECTED OUTLETS - ¢r� ;•�;,APPI�ed to Approved � , � v .a Printed: Tuesday, August 04, 2015 2:19:27 PM 1of3 CHRONOLOGY .._y �, ., '....re, a ."r- '',CHRONOLOGY TYRE" ..�,".. wR^:•.w—, .:..: .:,-. '%..� a` -i"} y_ -'Si.0 6. _s v,,..., , .:'pA:iy ate" .. ,}1• 3 c��v""^^+:.. 9 STAFF,NAME 4 -1 -ACTION. DATE COIVIPLETIONaDATE R_ L .._}u.�.am, g `*i. ._T x '>.�f ' $aL �±+x:. 2. RF". NOTES >q ` s , -Y * g PLAN CHECK PICKED,UP ANGELICA ZARCO 7/24/2015 • 7/24/2015 PICKED UP BY RYAN. PLAN CHECK SUBMITTAL STEPHANIE SHOULD HAVE ENTERED THAT THE PLANS WERE STEPHANIE KHATAMI 7/28/2015 7/28/2015 RECEIVED RESUBMITTED. CALLED RYAN TO INFORM HIM PLANS ARE READY FOR TELEPHONE CALL JIM JOHNSON 7/17/2015 7/17/2015 _ CORRECTIONS 5 TELEPHONE CALL JIM JOHNSON 8/3/2015 8/3/2015 ti CALLED RYAN TO INFORM HIM PLANS ARE READY TO ISSUE CONDITIONS CONTACTS NAME;TYPE - "NAME;; _ •: ' ADDRESSI 4 STATE _ ZIP FAX< w EMAIL : , �CITYr w.r'PHONE;.A� APPLICANT RYAN GABOR CSER 681150 LOUISAN RD DESERT HOT CA 92240 H SPRINGS _ Printed: Tuesday, August 04, 2015 2:19:27 PM 1of3 ,-OF A- . ... ......... . ........ .. .. . .. .. ...... .................. ........ ..... .... ....... .... .... . .............. ... INFORMATION,__;-, . ..... .... . . .17'_VbESCRIPTI6N'j CC UNT. OLIN v 7$Tt . BSAS 581473 FEE 101-0000-20306 0 $1.00 $1.00 8/4/15 R8206 1413 CHECK RYAN GABOR CSER EVA Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: DEVICES, FIRST20101-0000-42403, 0 $24.17 $24.17 8/4/15 R8206 1413 CHECK RYAN GABOR CSER EVA DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 8/4/15 R8206 1413 CHECK RYAN GABOR CSER V EEA Total Paid forELECTRICAL: $48.34 $48.34 FIREPLACE 101-0000-42400 0 $145.03 $145.03 8/4/15 R8206 1413 CHECK RYAN GABOR CSER J ­EVA FIREPLACE PC 101-0000-42600 0 $217.55 $217.55 8/4/15 R8206. 1413 CHECK RYAN GABOR CSER EVA Total Paid forFIREPLACE: $362.58 $362.58 PATIO COVER, STD, 101 -0000-42404 0 $97.17 $97.17 8/4/15 206 R820 1413 CHECK RYAN GABOR CSER EVA OPEN E PATIO COVER, STD, 101-0000-42600 0 $95.72 $95.72 8/4/15, R82 6] 0 1413 CHECK RYAN -GABOR CSER EVA 'OPEN PC Total Paid for PATIO COVER COVERED PORCH LATTICE $19.2.89 $192.89 GAS SYSTEM, 1-4 101-0000-42401 0 $12.09 $12.09 8/4/15 R8206 1413 CHECK RYAN GABOR CSER EVA OUTLETS GAS . SYSTEM, 1-4 101-0000-42600 0 $24.17 $24.17 8/4/15 R8206 1413 CHECK RYAN GABOR CSER EVA OUTLETS PC - Total Paid for PLUMBING FEES: $36.26 $36.26 Printed.: Tuesday, August 04, 2015 2:19:27 PM 2 of 3 C#FW-1ySTrmS DESCRIPTION ='x ACCOUNT µ M CITY AMOUNT PAID PAID DATE 'r RECEIPT #r CHECK #: ;F METHOD ;°? _ :PAID BYr i ,CLTD By SMI = RESIDENTIAL 101-0000-20308 0 $1.17 $1.17 8/4/15 118206 1413 CHECK RYAN GABOR CSER EVA Total Paid forSTRONG MOTION INSTRUMENTATION SMI $1.17 $1.17 TOTALS: PARENT PROJECTS NON-STRUCTURAL - JIM JOHNSON 7/13/2015 7/20/2015 7/17/2015 REVISIONS REQUIRED 1 WK NON-STRUCTURAL - JIM JOHNSON 7/28/2015 8/4/2015 7/31/2015 -APPROVED 1 WK ATTACHMENTS Printed: Tuesday, August 04, 2015 2:19:27 PM 3 of 3 SYSTEMS Y Bin # City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet Permit # h E-S 2 O Project Address: & Q ' cl S L (Ul ✓ s 7-o N E Owner's Name: 16£ Nn/ E7 T A.'P. Number: Address: S 1'4 !✓! E Legal Description: City, ST, Zip: C14 Contractor:R C S ��i Tele hone: P Address: 6l S O 0 , Project Description: City, ST, Zip: D t4-S C M 9,22 q 0 I to 6 fi-S L Aj �✓1 d M /1'119 / Telephone: hone: ' 70 6 I 8jS l2� 17W w � -rE �wO p a E State Lic. # : '2 13 Arch., Engr., Designer: City Lic. 0 Jr O D 0 2 IK E IoLA C iV-. Address: (3 ��! (�r207�L► E� OVTLEzS City., ST, Zip: Telephone: Construction n TY Pe: aneY Occupancy: : State Lic. S te L c #: oProJect type (circle one • New Add'nAlter Repair D em Name of Contact Person: ✓ q Sq. Ft.: # Stories: #.Units.: Telephone # of Contact Person: 7 (p 0 8?(,,t V '? S- Estimated Value of Project: / 000. vl] APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan ---------------- god 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:- 3' Review, ready for correctio Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees s Trilogy aE La Qt imA ¢ 60-750 Tt lo-• M La Quinn CA 92253 i Ph: 740-777-6059 _' FIs: 764-777-tL,20 7[RovatLi Qtu? aLsarc Sito:ta --lam April 10, 2015 LORNE BENNETiT f MARLENE:BENNFTT 1(30X` j. INDIAN i1EA©. SaskatCheWan SOG 21C0 CANADA . RF: Architectural Modification Conditionally Approved r 608,95 Irving, Stone Or 10isf6rner 10 # TRLAQ-OS6S•02 s?eerLome Bennett] Marlene Bennett V& bre pleased to inform yeti thatyour dans for=instaIla tton of jn ltta' hed.IAatio cover, 'eXtQ;ndJng the pat10 coves; irr lc�ttinLs a firAplare,'hhn. exterior lo%v voltage lights a fourf(aiHe and.adc(ing rcask'ih tie back Yard , recurved on April 5, 2015, have, been approved• by the_0c-siyn Review Comnvttpe:!aith the following conditions: 1,22� 3,_9� 13, 19 and.23. Ttie top of the fireplace/chimncyWmay not extend above the top of the property (see attached copy) Please note: Any damages caused by contractors' due to construction must be fepirrigation aircd;_aIt irr ation and landseaaee shall be restored to the original condition.. This approval does not constitute CnrrScn1.. by the Associetion.fitr the applicant.to encroa0, trespass,:orIiuild on eny property other than that of the applicant_ Th is. approval is related fi solely to the items reserved r approval by the cCRR's in accordance VAth,the Arehit(2ctiirt,l Guidelines:: The approval does not extend to the qualitybf'` work clone by your arrhit$c;t, or contractor, or to Wly Structural engineering, .softs engineering, or site grading acid drainage design. You are.urged- t0 obtaln the s&vices of a State licensed.-prnfessiclnal :oi consUitation as needled: ' The Design'Review Comanitiee• is composed of volunteers, As such, it' Toes not review Ap . Iiration5 to ensure eoroipiiarrre avith`bulding cotes or other focal or state laars. l'Icagc bear;vised that this appc�val does not relieve yuu fz`orii obtaining any nPc.Pss0ry'b�uilding perrnits from the governq)crttal -agencies involved to ensi..ire coitlpiiarlCC �vitll Cl�.t� codes.=Any violations of these ordinances valJl.be.'your reSpo�ts'ifailily to correct: T3�ank yoir for You ;Ratlence in this r»otter' und. (or cnrnplying� with the. ri,,,;5t< riation.'s Policies and standards. Singprely,, f=or the Design R,evieyr Cornmittee.. Pel irna .Hernandez T Asst Ma6ager Orl-Site Property Endosu res cc, Board of 0lrectors _ Design RevieWcomitte i TRI[LOGY AT LA QUTtNTiN H.O.: r CON DITIONS OF APPROVAL Property Address: � � � � Stb="�, Date RevievA-0: COM iet'S Yuurphum have been altprcw.d. l�+t)title ,tllat you afoot the items 4-1lrckcd Lv.,Iuiv mLcl all bark is C ullsistc•.iit with die ul' 111I)t7wal Design (;uidelu►C5. 1 'l11r 11,1.6 0 Cctt•ta' I:trt1ejWd must hr Alnnuv.i wood vi' oilier similar mull like ('0113 ICtimi. ltoofirin matrrials shall rivitch WC Ivor I talerial of the c w0fil!`; ur lx upru ttc)od lattuv +� 2 Tiis cuiur ofcirc patio ccttcr mate.lacs the hultit:'s stue-co: arre-nt, fa:.eia or white. ` 3 Am patio) cover or apt -ting to be hzLitlecl wid attarlted In the lluii,t: ,oust lv. JILSIAJlyd'I it, Svelt a tlJwnter dint it f docs' do' 11431 wtupr'l)mise the rlttc"„Tt)' ordl. c Im-i !uabillty o tllr. home. 4 Due m tilt; hatlQ I� vets silt: it. llrusl he: c•nnstrtlrted with v4iable ltvigiflls or Imtsl, be culjstl`urlt:<1 in tttsc) sf4110ric tt'illl :a scparatinn in Iu-ttvc�rn 5 TItc size ufthr pati!) cove -,r is limitc^d to the size of the proposed r;,tit,► sl<Jr. 'f"lir- p!opusctl retru-mble.-mitin mily,lu1 be a sli-ilwd :rtt'r)IFIt;. 'It IMISt IX a LICUl,:Al valor that hlrncls il*FtI,, flit Ituinc. Plfasr mbmit a s:uiipty of tltt: fahlir. 7 ObLtin seri ices ol'a state, lirrnScd professional fire c•orlsultatictn. $ Obtain 1lCq'C5S.u'3, bu kliretr pfm lits Ircim the t.,ih_� ul" lit (aui!,t:l, ntr.ctirtr scthru�k.ic�uiter,trr!ls lK�r c iia rv,rfr,.,tn(I . nt.-tmr,,;-41 die rustu,Y clrairtlgc,. 9 NMa4lutiu positive drain:v,;r ill a nct"tdfunx uviil! tlre'!'rile> .l')rsi�,m C;uitiClir,cs (Se -a Lion :3.iil. 10 'life so•nxao floor must he tJw c•olar of lilt: heuls(� SttlCCn or Ve a husk. 11 uriticr rourlc c rnrtanr is 1t1St i cc . lilt c rnri ru-r,s In tc ni ate in re genus swa c atlr .1 s Wi a to tut•[ and cap ed 60' a -uli dr-ait! c•ovcr. .spat. J•uuw.iin, and :lir M111`liticlii„g rtquil)nleut set hacks ntttst ` ►reply uillt (�ity of l Irma tv iEt s. AA 2 vclui!„ac)tl shall hr loomed, &MCIred. or vec esSrd in a nlatlfl.Cr Su aL1 to not Jtr 6tivahtr frot�'i. iui,r Jut or stmt:t :end die noisr, from, ilio cquiplittlif Mle"I!tarrd fol' like adjacrut p,vpt;rt, owners. I'i�i�f sot Il�u•ks :u e: G' leer h:lrelsr tpC _73—The and I'T fur-aute!• 1".11f:. calor of-tl1c- pmposed cuuc-miic is namr l ora ncutt,d tone. 94 Rear pard ni.iy not t:xvco l 706 Itardsestm and 10USt lt;avc at lttittirnurn 01.31;tS soflst pc. nteasurvil from the, re htrildiry;' farce ul,wall to cite sirle, p_rcrpc,'ly lutea. 95 frolmsed pkinting,xict:-ts ttiitlt Ilte "l'rila � Reay Ylril Njiuit mill Planting Rcgtiiresi)cj& sln,)d:ircls tori a!1 plants arc inrludct:l un lite 1Zevisc:el. A iprov d Flatt List contaiut d in olio. f }e ;(P, Guilt lint '!'Itr. propnM.st�w dl ul' ilx)ll ork filo to match e-,istiitg devc1oper ntlainiug tt:lll ,i.,t 1t)hlc,"iatl. style :inti color or sliall i r. I.hk: !•'vact:114ilet rolnrshrci(ied.41 the;tttridtdin(�. t1816 9 7 tit:place,hlr�rk tt,�ll per 5l!t:a l If)17trG Sl,and�Jd block tt'A i.specilication; if rl`movit g Ally pollioli of !Houle lvnll (0 ,=;•incl L evcss Lo rear or Sidle: j':irtl (rcqulres insptYlion of n`har hefor cap is inst:tJlctI). Kekr to EXllihil'1" in rhe. 0CSigtt. (;uitlt!linL-s. (13lork �1':ill l Silo)• X 19 Wlien nprlo is votuhlew'd, I)IMISC slibmit ,\i:> x of ('url)I,Iclion lemn at(.�e�11c11. 20 -\lake: son^. rcaT )lull propu-1)• Iille finis CntTrl:crs) feiwtil, during c-misinlrtinn (1rJ1)lita ll) L,olfcollrSr 1QtS only? 21 : All ronireiri n must ti,tcct div ;1.iscxi-I ion rcpre;sCntjtit'c ht"iur to vulturrettring Co_lutruedutt. 22 1 HkSubinit_site»vitrgrlrtinnge.I1m,,fpjauu. 23 ISue emirs ern plans (il wly) 24 All ireclo:pelident irrip'tioa c•ull(mller most he, and fon: dic,raryard. it cannot hr tied i,itu die crow yard. Nates � 1 !?� i�lr�� f hI 1 t✓l t�1L �t �`A. $�I 4�-i�> i i=.:CTr�3 f� 1 i -t i= 'E O j? OF' i H E.oc- r r�iwhi3 a�atrt uriFie wasa�tet�SleaatQ:L�a:la06:n LL�iglyna: r�eee�Y:lts�3•htafl:.�lsiC1CTLL?AJD1;R�: €ie (�s A:a��YuaAArpnaf ' Exiong retaiping wall 7�~ '42xi7 WeafherMbd spas! structwe. U.. - J. Grey cphcrete to �L es>ng Exton6' BBQ Wand concrete CONSTRUCTION Hou ,)ori! 30 ow a.m. to �tzE a �s MUD a. -to 5: � 60895v�r�,�torae.�»e G��er��e yca�t �©fie-1�m):d�sl P Qv rLET �et?trrubcr 30� a - I ric:a : 6:00 a.m. to 7: IFS. MY -,n- —z, ,_ day• 8:00 a.m. to 5:00 R ay: None ��� er .. lent Code fto',lidays: Constru tion As NOP Mate. on the f Ilowii� Y i7'All��t�il Me Tiorial Day' Independence[ La or Day Vej eran's Day' Th Christmas Day ng Jr. Day 61\5 m ItJ alm "AN ADEQUATELY DEBRIS CONTAINER IS REQUIRED ON THE J 0SITE DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY. FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER UMPED AT THE EY ENSE OF THE OWNER/ CONTRACTOR." z Froni' ,:Ga 66k -:9264b l6Q:g6V,891. y4l5,3 UP (3� G) F- Pito► - F-GTEO Ci -e c r 00TL.e-T • 5 00 W Cogs 12� c t`(ca,� 06T66 horn— - SIbC�J� GAS ��NLz ov lS I Ht= -870 i_Lbutkkttbtiv L �Q a c� tiews Po 2 wG � <<I I' s LIA10 f�E rtr�;goo T � p,�ry Twee ��H Y ,g�- Ncn_ Fox cvLIE2 txc put cc SOLS 7l4GNCjO / VDATEV, QUINTA SAFETY DFYT VCTION of t I(E ) (0mom Py -414 0 03 A`xCAW, \:. OF LA QUINTA g -L�ING &SAFETY DEPT. -PING Q E® •'. c FOR CONSTRUCTION DATE_-=BY EGOS r -x -c- cr-0 CITY OF LA O° ';N-�A BUILDING & SAFETY DEPT. - FOR CONST CTION X. 57 N CO GR.ETC co P. L..EtO T- c -n t1 S VA -L -v RECEIVED JUL 3:12015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT CITY OF LA QUINTA BUILDING & SAFETY DEPT.. APPROVE® �P� Q q5 r, P, 30 V Natural Gas Pipe Sizing Chart Length of Pkx In Feet 112" 314" 1" Size of Pipe in Inches 1-114" 1412" 2" 2-112" 3" 4" 10 108 230 387 793 1237 2259 3640 6434 4" 20 75 160 280 569 877 1610 2613 5236 9521 30 61 129 224 471 719 1335 2165 4107 7859 40 52 110 196 401 635 1143 1867 3258 6795 50 46 98 177 364 560 1041 1680 2936 6142 60 42 89 159 336 513 957 1559 2684 5647 70 38 82 149 317 476, 896 1447 2492 5250 80 36 76 140 239 443 840 1353 2315 4900 90 33 162 133 275 420 793 1288 2203 4667 25 38 31 126 266 411 775 1246 2128 4518 5 63 60 17 243 369 700 1143 1904 4065 150.. 25C_ 112 05 215 327 625 1008 1689 3645 1 7 n 100 3 196 303 583 993 1554 3370 20 2 90 /1 6V 182 280 541 877 1437 3160 300 S'$"I dnk 5 145 224 439 1 686 1139 2539 N t*jN1 Lily n sof BTU/hr. - One cubic foot of LP gas =1000 BTU N mina) pressure at the burner for Natural Gas is 3.5" of water column. (Typical machine supply 5"-7") Pipe length must include additional length for all fittings. Add approximately 5 feet of pipe per fitting Natural Gas Example: A machine with a burner that requires 440,000 BTU would need a 1 -1/4" pipe for a 20' long run. Length of P(ze of Pipe in Inches Pipe nFeet 112" 314",o,-'1" 1-114" 1-112" 2-112" 3" 4" 10 27X 5 1071 2205 307 6221 10140 990 35710 2 " 89 493 70 1496 2299 4331 7046 510 25520 0 152 315 90 1,24218 3465 95 10110 20620 40 1 267 504 1039 59 2992 4778X 8481 17300 50 14 237 448 913 1417 6 4 7708 -,— ,f5730 %Y 21 4 834 12752394 A908 66936,/14150 0 89 At5 346 724 10 2047 3329 � ' 5908 12050 1 78 162 307 30 476 1 P0 2991' 5309 10830 25 69 10 275 567 866 X2654 .4711 9613 150 63 oe432 252 5X 7Z1606 7877z 1490 * � 2412 4281 8736 200 112 20 439 665 yY282 2083 3618 7382 250 100 1 5 390 5,00 i 1138 18.08 3210 6549 300 43 90 /1 6V 353 53e 1030 1637 2905 5927 350 j 40 1 83 5 325 91 947 1505 2671 5450 400 37 77 144 303 458 887 1404 2492 5084 LP Gas flow is given in thousands of BTU/hr. - One cubic foot of LP gas - 2516 BTU This chart refers to low pressure LP, after regulation Standard nominal pressure at the burner for Liquid Propane Gas is 11" of water column. Pipe length must include additional length for all fittings. Add approximately 5 feet of pipe per fitting LP Example: A machine with a burner that requires 440,000 BTU would need a 1" pipe for a 20' long run. IM WM BURNTECH.COM THIS ENTIRE INSTALLATION GUIDE IS TO BE FOLLOWED IN ITS.ENTI FOR INDOOR TRADITIONAL FIREPLACE SERIES (TFS MODELS) INSTALLATIONS. '° ITEMS DESIGNATED WITH OFS SHOULD BE CROSS REFERENCED WITH THE SUPPLEMENTAL OUTDOOR FIREPLACE INSTALLATION GUIDE WHEN INSTALLING OUTDOOR FIREPLACES (OFS MODELS). PLEASE REFER TO THE SUPPLEMENTAL OUTDOOR FIREPLACE INSTALLATION GUIDE FOR IMPORTANT INFORMATION SPECIFIC TO OUTDOOR FIREPLACE INSTALLATIONS. READ THIS INSTALLATION MANUAL IN ITS ENTIRETY FOR COMPLETE INSTALLATION INSTRUCTIONS AND IMPORTANT WARNING NOTICES AS THEY APPLY TO ALL BURNTECHO FIREPLACE .INSTALLATIONS. IF YOU DID NOT RECEIVE A COPY OF THE SUPPLEMENTAL INSTALLATION GUIDE, ONE CAN BE DOWNLOADED OR SENT TO YOU FREE OF CHARGE. PLEASE VISIT OUR WEBSITE WWW..BURNTECH.COM OR CALL US AT (818)564-4253. THIS WOOD -BURNING FIREPLACE COMPLIES WITH UL127 STANDARD ASA FACTORY BUILTAPPLIANCE. AWARNING: THIS FIREPLACE IS APPROVED FOR USE ASA WOOD BURNING FIREPLACE. IT HAS NOT BEEN TESTED OR APPROVED FOR UNVENTED GAS LOGS. AWARNING: IMPROPER INSTALLATION, ADJUSTMENT, ALTERATIEfi ``NN C CAN CAUSE INJURY, PROPERTY DAMAGE OR LOSS OF LIFE. REFER VI �tn }K� N E OR ADDITIONAL INFORMATION. CONSULT A QUALIFIED INSTALLER OR L0&&g1fjUR!1B N IMPORTANT: DO NOT BURN WITHOUT FIREBRICK LINING. FIREBRI K N ®t,0,F-TMUMQWM- 1261. PROVIDE CLEARANCE FOR HEAT EXPANSION WITHIN HEARTH AR OY t SAVE THIS BOOK' Zain E_` This book is valuable. In addition to instructing you on how to install and ain your applianc�it,socontains information that will enable you to obtain replacement parts or accessory items when needed. Keep with your other important papers. It�c£ We recommend that our gas ITUTC hearth products be installed serviced byprofessiona is who are certified in the U.S. by the National Fireplace 1116and 0 Institute r(Ul) as -NF1 Gas Specialists. TIFIED 'krtelia0�g Do not store gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. PFe us Report No. 08-154 ICC Evaluation Services y Report No. 2401 rev 03-02-2014 CONTENTS • DO NOT REMOVE THIS LABEL pFSv Report • See Burnlech installation and operating instructions for _ / No. 08-154 [thismoContact local building officials about �US IIA vI®\VI�IsiCY�I estrictions and installation specifications in your area. FIREPLACE SOLUTIONS ICC Evaluation 6520 Platt Ave. #577 DATE OF MFG. SERIAL No. �S Services Report West Hills. CA 91307 No. 2401 MOD Eol N® �� �� �� '® WARNING: THIS FIREPLACE HAS BEEN TESTED FOR USE OtILY 4VITH APPROVED GLASS DOORS. TO REDUCE THE RISK OF FIRE OR INJURY, CONSULT OWNERS MAIlUAL. THIS FIREPLACE IS DESIGNED FOR USE ONLY WITH SOLID WOOD LOGS, PLUMIBED LPG OR NG LOG LIGHTERS OR PLUMBED ANSI Z21.60 DECORATIVE GAS LOGS. Consult insh'uctions included with [his firebox for further information. ,LWARNING: Use only approved. listed Chimney Pipe as follows: TFS33 /39-12 144-12: UL103-12"-Class A (Dhd12-12 Fhvil 12" chimneys). TFS49: UL103-14"-Class A Please refer to pipe manufacturer's installation instructions. Chimney Height: Max.: 40 M. Min.: 14 ft. (17 ft. with I or 2 offset sections maximum) UNIT FRONT SIDES. REAR..............................................2" (51 mm) COMBUSTIBLE FLOOR (TFS33/39/44/49) ..............6" (152 min) COIASUSTIBL E FLOOR (TFS63 ONLY) ...............8" (203 mm) COMBUSTIBLE SHEATHING ABOVE OPENING TOP.. 18" (457 mm) SHEATHING OR TRIM TO OPENING SIDES...................8" (203 mm) MANTLE ABOVE OPENING ....................... ........... ......12" (305 mill) OPENING TO SIDE VVALL............................ ............... _24" (610 mm) HEARTH EXTENSION BEYOND FRONT.....................20" (508 mm) HEARTH EXTENSION BEYOND SIDES . .. . ..... .......... 12- (305 mm) INSULATION FROM FIREBOX...................................2" (51 mm) MANTEL CLEARANCES MANTEL ABOVE OPENING: 0" - 3": i-112" iv AX. PROD. MIN. - 3" SHEATHING OR TRIM TO OPENING SIDES 8- "3"- 12": i-1/2" - 8" Iv1HY,. PROJ. 3'- THIS .APPLIANCE NEEDS FRESH AIR FOR SAFE OPERATION AND MUST BE INSTALLED SO THERE ARE PROVISIONS FOR ADEQUATE COMBUSTION AND VENTILATION AIR. y LISTED MASONRY FIREPLACE SYSTEA4 COMPLIES WITH APPLICABLE REQUIREDAENTS OF UL127 =, Fireplace is designed for installation per the National Fire Protection Association Standard x for Chinineys, Fireplaces, Vents and Solid Fuel -Burning Appliances (NFPA 211). • & WARNING: THIS FIREPLACE HAS NOT BEEN TESTED WITH AN UNVENTED GAS LOG SET. • TO REDUCE THE RISK OF FIRE OR INJURY. DO NOT INSTALL AN UNVENTED GAS LOG SET INTO FIREPLACE. ITEM PIN DESCRIPTION QTY 1 TFS33-1 HEARTH (Left or Right) 2 2 TFS33-2 REAR WALL 2 3 TFS33-3 SIDE WALL 5 3A TFS33-3A SIDE WALL (with 04" Outside Combustion Air Hole) 1 4 TFS33-4 DNDRFT DIVERTER 1 5 TFS33-5 DOME REAR - LOWER 1 6 TFS33-6 LINTEL 1 6A TFS33-6A LINTEL FRONT 1 6B TFS33-66 T:BAR 1 7 TFS33-7 DOME SIDE - LOWER 2 8` TFS33-8 DOME SIDE - MIDDLE 2 9 TFS33-9 DOME TOP FOR 12" CLASS A CHIMNEY 1 10 TFS33-10 DOME FRONT/REAR - MIDDLE 2 12 TFS521 RATING PLATE, TFS33 1 13 AP-AC12 * 012" DAMPER /ANCHOR PLT --- 14 j BAP -IG * INSULATION BLANKET --- 15 BFPO -AK * 4 INCH DIA. OUTSIDE AIR KIT 1 16 BK33 * STEEL SUPPORT PLATFORM 6 INCH HIGH, TFS33 1 17 NOT SUPPLIED CEMENT BOARD -- 18 SBK-AB8 * ASSY, FLOOR JOIST BRACE 4 19 included #4 REBAR (01/2') x 28" 8 20 NOT SUPPLIED ALL -THREAD BAR, 1/2-13 UNC X 12" 4 21 NOTSUPPLIED NUT, 1/2-13 UNC 8 22 NOT SUPPLIED WASHER, 01/2"X 1/16 8 .7 * ITEMS NOTED ARE SOLD SEPARATELY ITEMS INDICATED AS "NOT SUPPLIED" CAN BE OBTAINED FROM YOUR LOCAL HARDWARE STORE. Ovtional Outside 04" 1 Combustion Air Kit Model No.: BFP4-AK (04" Ducting not I FBK33SHB- Herringbone I FBK33FRB- Running Bond Refractory Firebrick Liners (Herringbone Pattern shown, also available in Running Bond - see Pg.28) V Only the following doors have been tested and approved for use with this fireplace: I or BUILDING & S®v�® DEVI" APPS FOR CONSTRUCTION BY---------- 3 3 Firaninrcn Pnrtc ninnramc Combustible Floor Systems Non -Combustible Floor Systems IN Mg, ffilO 4 OF LA QUINTA COTY SAFETY DEPT. PT' OR CONSTRUCTION DATE o TFS-63 Fireplace Parts Diagrams Combustible Floor Systems Non -Combustible Floor Systems ITEM PIN DESCRIPTION QTY 1 TFS63-1 HEARTH (Left or Right) 2 1A TFS63-1A HEARTH CENTER 1 2 TFS63-2 REAR WALL (2 PIECES) 3 sets 3 TFS63-3 SIDE WALL 7 3A TFS63-3A SIDE WALL (with 04" Outside Combustion Air Hole) 1 4 TFS63-4 DOWN -DRAFT DIVERTER (2 PC) 1 set 5 TFS63-5 DOME REAR - LOWER 1 6 TFS63-6* LINTEL 1 7 TFS63-7 DOME SIDE - LOWER & UPPER 4 8 TFS63-8 DOME SIDE - MIDDLE 2 9 TFS63-9 DOME TOP FOR 16" CLASS A CHIMNEY 1 10 TFS63-10 DOME FRONT/REAR - MIDDLE 2 11 TFS63-11 DOME FRONT/REAR - UPPER 2 12 TFS521 RATING PLATE, TFS63 1 13 APD-AC16* 016" DAMPER/ANCHOR PLT --- 14 BAP -IG* INSULATION BLANKET -- 15 BFP4-AK * 4 INCH DIA. OUTSIDE AIR KIT 1 16 BK63 * STEEL SUPPORT PLATFORM 8 INCH HIGH 1 17 NOT SUPPLIED CEMENT BOARD, TFS63 — 18 SBK-AB8 * ASSY, FLOOR JOIST BRACE 4 19 INCLUDED 1%2" REBAR x 36" 10 20 NOT SUPPLIED ALL -THREAD BAR, 1/2-13 UNC X 12" 4 21 NOT SUPPLIED NUT, 1/2-13 UNC 8 22 INOTSUPPLIED WASHER, 01/2" X 1/16 8 * ITEMS NOTED ARE SOLD SEPARATELY ITEMS INDICATED AS "NOT SUPPLIED" CAN BE OBTAINED FROM YOUR LOCAL HARDWARE STORE. Optional Outside 04" Combustion Air Kit Model No.: BFP4-AK (04" Ducting not included)I FBK63SHB- Herringbone FBK63FRB- Running Bond Refractory Firebrick Liners (Herringbone Pattern shown, also available in Running Bond - see Pg.28) . 7 MGdgi U N . 9TU een t, for i Breckinrid or Fireplace• u n Burntech® TFS33 Fireplace Overall Dimensions Figure 7 V 37" 32" 22 1/2" 11 28" 23" 83/811 21 " a C1/4"+� 33" 12 181/2 SECTION A -A 04" OUTSIDE AIR ACCES ° 22" CAN BE INSTALLED ON THE LEFT SIDE ALSO A 1/2" 541 /2" . 24 3/8" 30 3/8" A AI- y OF LA WNTA �'ETY DEPT. ' BUILDING & S®��® . App FOR CONSTRUCTION DATEBY . o 8 Fireplace Overall Dimensions Model A B C D. Burntech® TFS-39/44/49 Fireplace Overall Dimensions Figure 8 G H� E 4" 4T 10" 21" 23" W41/4" C B A SECTION G -G - ° 41/2" ° 62 5/8" . a 38 l%2" 32 1/2" a 7 3/8" G 3" SECTION H -H FLA QU'N PA & SAF DEPT �® CONSTRUCTION Fireplace Overall Dimensions Model A B C D. E TFS-39 43" 39" 28-1/2" 27" 38" 9M1 " TFS-44 48" 44" 33-1/Z - 32" !LL. 01 - TFS-49 53"" 49" 38-1/2" 37" 48" 014-1/4" FLA QU'N PA & SAF DEPT �® CONSTRUCTION Fireplace Overall Dimensi Burntech® TFS63 Fireplace Overall Dimensions Figure 9 � , 67" } 21,E 8° 23" r. - 63" _ SECTION B -B' 4" OUTSIDE AIR ACCESS CAN BE INSTALLED ON THE LEFT SIDE ALSO a 41/2" . 73 . a 40 3/4" 327/8" ., LA Qvl A B 63 ;PF(0\1 ION R�CT FOR C% A -A BY pATE�J 44' 10 A WARNING Failure to position the parts in accordance with these diagrams or failure to use only parts specifically approved with this appliance may result in property damage or personal injury. FOR OUTDOOR FIREPLACES CONTAINED WITHIN A FRAMED STRUCTURE REFER TO PAGES 11-16 FOR PROPER -CLEARANCES TO COMBUSTIBLES. IN ar, T"775 11 �,�►����;Uri!i�i�i►;�i�i�i�i�i�i!i�i�i�i►;�i�� TFS/OFS-33 - TFS/OFS-39 47" TFS/OFS-44 52" TFS/OFS-49 57" TFS/OFS-63 71" I11.11.1.1.�.1�.1♦ .1.�1� _/, �_ li►.1.1.11i►.L�A.1.11.1.1.,11 NON-COMBUSTIBLE MATERIAL HEARTHFACING • Hearth Extension must be non- .. Fireplace Framing Dimensions: Non -Combustible Floor Systems Figure 11 "IF METAL FRAMING IS USED MAINTAIN �A 112 INCH MIN. AIR SPACE FROM TOP OF LINTEL. 18" MIN' 1/2" MIN" 2° MIN. CLEARANCE TO COMBUSTIBLES AROUND SIDES, REAR AND TOP OF FIREPLACE DOME 'IF WOOD FRAMING IS UTILIZE OF I Qv�NTA MUST BE HELD 18 INCHES MIN. RNIB I -Ty TOP OF LINTELAND 2 INCHES N. 1 ,, DEPT. CLEARANCE MUST BE MAINTAI D gUIL.D,ING & SAFETY ALLAROUNDFIREPLACE DOME. APPROVED ,t rinIM ,w, 11 r IBUSTIBLES ABOVE THE DOME. DO ATTACH COMBUST48LE MATERIAL; Model W TFS/OFS-33 41" TFS/OFS-39 47" TFS/OFS-44 52" TFS/OFS-49 57" TFS/OFS-63 71" PATIO COVER SYSTEM AS MFG. BY: DU GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE t 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 AH1052 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. 8. 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. 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 (WP), 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. LUM PRODUCTS, INC. DESIGN REQUIREMENTS: I RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I. 1. ROOF LIVE AND SNOW LOADS: 10, 20,'25.30,40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) I COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20, 25, 0,40 1,50 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 'INEAR FOOT PER WIDTH OF COVER. 5. SEISMIC DESIGN PARAMETERS: SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S, = 0.6, SD, = 1.0, S.= 0.50 RESPONSE MODIFICATION FACTOR, R:125 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' I� 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 fAPMO-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 BEI'REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 1 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 PAGE, FOR APPLICATION AND USE. SITE DESIGN PARAMETERS: SITE ADDRESS: WIND SPEED & EXPOSURE: ROOF/SNOW LOAD: STRUCTURAL ENGINEERING FIRM SHEET INDEX: AV a= SHEET # SHEET TITLE / DESCRIPTION STRUCTURAL ENGINEERING SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPF SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPF SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPF SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPF SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MI SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MI SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S,L, 110-130 M� SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 M SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 M SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 M SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH -48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS CITY OF LA Q I► BUILDING & SAFES Y E O APPRO - VEE H ®) 1( --Tl PH P PATE 3C rr CN W �Noo O U cn w aLU� u co w LL W cM o U rn Z Co cQ M d' FESS I( S 5885 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCR@TWN 4 B q 15-1071-1 3/312075 RAWN BY MAP NECKED OKR TITLE SHEET, ESIGN LOADS, ENERAL NOTES T-0 0 OF 50 SHEETS T" 109 EAST ESCALONES PHONE: (949) 388.9333 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE, CA 92672 FAX: (949) 388-3773 SH -1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH - 2 ............OPEN SH - 3-4 LATTICES STRUCTURES OF RECORD: ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: DUSTIN KROOSEPINK, SE 5885 .RMON FEE OF SH -5 ...........MINIMUM FASTENERS RC^t CHARGED IF THE APPROVE SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH - 7 BEAM TYPES, COLUMN / POST TYPES WILL BE PLANS AND JOB CARL ARE NOT 0 ............HEADER A SCHEDULE SH -8 ............EXISTING EAVE CONNECTION DETAILS THE SITE FOR SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS INSPECTION SH -10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH -11 LATERAL FORCE RESISTING SYSTEM/ MIN NUMBER OF REQ COLUMNS NO EXCEPTIONS! SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH -15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPF SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPF SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPF SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPF SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MI SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MI SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S,L, 110-130 M� SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 M SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 M SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 M SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH -48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS CITY OF LA Q I► BUILDING & SAFES Y E O APPRO - VEE H ®) 1( --Tl PH P PATE 3C rr CN W �Noo O U cn w aLU� u co w LL W cM o U rn Z Co cQ M d' FESS I( S 5885 OF CA0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MARK DATE DESCR@TWN 4 B q 15-1071-1 3/312075 RAWN BY MAP NECKED OKR TITLE SHEET, ESIGN LOADS, ENERAL NOTES T-0 0 OF 50 SHEETS 2 a 3 0 4 0 5 e 6 0 7 0 8 0 1 1 ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C, SHEET 4 FOR ROOF SHEET 8 PANEL ATTACHMENT TO OF STR SUPPORTING WALL SHEET 8 HANGER & BEAM. 1, O.H' SPA O. SPF "O.H." NOT TO EXCEED 25% ^1 OF ROOF PANEL ALLOWABLE SPAN J� O. SEE DETAIL 11, SHEET 12✓ P FOR MANDATORY SPLICE. os r NO BEAM SPLICE AT s EXTERIOR POSTS. SFE Tige POSTS, SIZE VARIES SEE DETAIL 11, SHEET 12 SEE SHT. 11 FOR MINIMUM ' NUMBER OF REQUIRED COLUMNS a t o F SOLID PANEL STRUCTURES ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 31/2" SLAB ATTACHMENT) WW MAY BE USED NOTE: NO SPLICE AT EXT15 IOR POSTS WHERE PERMITTED. 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 �FNGTy OF STR ATTACHMENT TO'49 p SUPPORTING BEAM. y i7 3'xj/_9�';O'.H •1 Ti UCTURF VAR/ es SHEET 8 SHEET FOR ROOF 1, O.H' SPA PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT a.' ^1 HANGER & BEAM. "O.H." NOT TO EXCEED 25% O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN "'r" �� �`` ` " SEE DETAIL 11, SHEET 12 SEE DETAIL 11, SHEET 12 ✓ ' FOR MANDATORY SPLICE. Sp pOSTSp�� FOR MANDATORY SPLICE.P� NO BEAM SPLICE AT Sp,�� ST SpAC/ SFE EXTERIOR POSTS. BEAM - SEE TABLES TgBtEc EXTERIOR POSTS. S FE TgBLES NG SEE SHT. 11 FOR MINIMUM FOR POST SPACING i POSTS, SIZE VARIES NO T TO Op B� ro N ACLOWASteSPAN MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES _. - FOOTINGS SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION 0 H 0 TyE PROF �-BEAM - SEE TABLES FOR POST SPACING 041 OF13 25° ACOEAM w'stE co_ 3 1/2" SLAB ATTACHMENTS 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 SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING BEAM. "O.H." NOT TO EXCEED 25% — OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12. FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES MIN. 0.25" PER FT O.H CENGTyOFSTRUCTURSV CIES POSTS Spm �C BEAM - SEE TABLES FOR POST SPACING NOTT�II Ora kc EAU tF SII'pA/V W L 1 ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 FOOTINGS ✓ I WI J SEE TABLES \J/ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION Ll W c W U)NC 2 cn W aU u U) W W ch ch M U ' Z 0000 Q M cn ch �9 FESS ICyyyl S 58.85. OF CAL �r<� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESUPTION 4 STEL JOB # 15.1071-1 DATE 313!2015 DRAWN BY MAP CHECKED Dm SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS ATTACHMENT SEE DETAIL A, B & C, ROOF PANEL SEE TABLES SHEET 8 SHEET FOR ROOF PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT SUPPORTING WALL HANGER & BEAM. O. "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12 BSM FOR MANDATORY SPLICE. Sp pOSTSp�� NO BEAM SPLICE AT SFE EXTERIOR POSTS. TgBtEc POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS TyE PROF �-BEAM - SEE TABLES FOR POST SPACING 041 OF13 25° ACOEAM w'stE co_ 3 1/2" SLAB ATTACHMENTS 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 SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING BEAM. "O.H." NOT TO EXCEED 25% — OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12. FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES MIN. 0.25" PER FT O.H CENGTyOFSTRUCTURSV CIES POSTS Spm �C BEAM - SEE TABLES FOR POST SPACING NOTT�II Ora kc EAU tF SII'pA/V W L 1 ROOF OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 FOOTINGS ✓ I WI J SEE TABLES \J/ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION Ll W c W U)NC 2 cn W aU u U) W W ch ch M U ' Z 0000 Q M cn ch �9 FESS ICyyyl S 58.85. OF CAL �r<� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESUPTION 4 STEL JOB # 15.1071-1 DATE 313!2015 DRAWN BY MAP CHECKED Dm SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS A o B o C o D o ., � E o s, F, - - OPEN LATTICE.STRUCTI RAFTER, SEE TABLES .i 1/St/NGe WALL LEDGER OR o U/�ROOF OVERHANG, , MAX O.H. h,I G� SEE DETAIL AB & C. ' 25% OF RAFTER SHEET8 F.' IRES-, 2"til; O ALLOWABLE RAFTER. SEE S 444 (F SPAN O ,Op Qy �gS(F''NG 25,% OF RAFTER 2 Sp 2 ALLOWABLE 5 , RAFTER, SEE TABLE - FOR SIZE AND SPACING - MAX O.H. O H .? 4 25% OF RAFTER 0 opF\ .ALLOWABLE '� _ • 8 stsp c MANDATORY BEAM SPICE -SEE AND SPACING �OQ6 o o LENGTH OF STRUCTURE VARIES _ _ DETAIL 11, SHEET 12 O� G� G• - G, ' l - NO BEAM SPLICE AT �0 6O NO BEAM SPLICE AT ?q POST CROSS Ti EXTERIOR POSTS SF StSp SEE POST DETAI EXTERIOR POSTS m SFS 7 C'�_31/2'SLAB DETAIL 11;,SHEET 12 ��G60G• ''SVG NOTE: EACH COMPONENT IS INTER- p0 TO CONSTRAIN - LENGTH OF STRUCTURE VARIES FOOTING, SEE COMPONTENT UNLESS OTHERWISE SHOWN. LENGTH OF STRUCTURE VARIES - i2 _ W S ` pQ E94/POST o MAY NOT BE COVERED. WIIUITITH SIDE L TES POST WITH SIDE PLA S FOOTING SEE TABES 3 SINGLE SPAN LATTICE STRUCTURE a, NUMBER OF REQUIRED - SEE SHT. 11 FOR MINIM MNUMBER I r NOTE: EACH'COMPONENT IS INTER-° stS SpgNi 31/2 -SLAB ATTACHMENT F REQUI SF spq qq " Ft9e�FSG MAY BE USED WHERE COMPONTENT.;UNLESS OTHERWISE SHOWN. S RFs /� COLUMNS ' SEE TABLES - .. civ - MAY NOT BE COVERED. 3 1/2' SLAB ATTACHMENT V • Y NOTE: EACH COMPONENT IS INTER- 1 p� 3t Sp SFLcT °gc�Ai MAY BE USED WHERE SEE TABLES ' �I YPE "F" ATTACHED MULTISPAN 1 LATTICE STRUCTURE CHANGEABLE WITH ANY OTHER " 9s�FNG COMPONTENT UNLESS OTHERWISE SHOWN.<FS�GAf COMPONTENT UNLESS OTHERWISE SHOWN. s FOOTING WHERE REQUIRED, FOOTING SEE TABLES F✓ O MAY NOT BE COVERED. SEE TABLES r TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE -_ DATE MAY NOT BE COVERED. 4 } t .- -TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE .01 5 , RAFTER, SEE TABLE - FOR SIZE AND SPACING - MAX O.H. O H .? 4 25% OF RAFTER 0 opF\ .ALLOWABLE '� _ 0 NGe`/`o/NG WALL LEDGER OR ROOF OVERHANG, SEE DETAIL A,B & C SHEET 8. O SPAN Fp0 �Ry • 8 stsp c AND SPACING �OQ6 w o LENGTH OF STRUCTURE VARIES MAXFTER . O.H. 0 O� - - - G, MANDATORY BEAM SPICE - SEE l • DETAIL 11, SHEET 12 NO BEAM SPLICE AT POST CROSS Ti EXTERIOR POSTS SF StSp SEE POST DETAI r F t'9S qC/N m SFS 7 C'�_31/2'SLAB DETAIL 11;,SHEET 12 ��G60G• Lw MAY BE USED NOTE: EACH COMPONENT IS INTER- p0 TO CONSTRAIN CHANGEABLE WITH ANY OTHER SF S7 So Ft9ec�S/yG FOOTING, SEE COMPONTENT UNLESS OTHERWISE SHOWN. LENGTH OF STRUCTURE VARIES - TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE W S ` pQ E94/POST o MAY NOT BE COVERED. WIIUITITH SIDE L TES S StspS/'q� FFtge FOOTING SEE TABES 8 TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE 0 NGe`/`o/NG WALL LEDGER OR ROOF OVERHANG, SEE DETAIL A,B & C SHEET 8. O SPAN Fp0 �Ry • stsp c AND SPACING MAXFTER . O.H. 0 - - - 125% OF RA ALLOWABLE I _ kOS S,ogC�G 11 m MANDATORY BEAM SPICE.- SEE � DETAIL 11;,SHEET 12 ��G60G• NO BEAM SPLICE AT EXTERIOR POSTS O LENGTH OF STRUCTURE VARIES - qNG - I II'1 W S ` pQ E94/POST G- WIIUITITH SIDE L TES S StspS/'q� FFtge SEE SHT. 11 FOR MINIMUM 1 ,' .y Oj�G NUMBER OF REQUIRED - S �S COLUMNS r NOTE: EACH'COMPONENT IS INTER-° sr 4f 9,0 31/2 -SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER . SF spq qq " Ft9e�FSG MAY BE USED WHERE COMPONTENT.;UNLESS OTHERWISE SHOWN. /� " NOTE: THIS OPENLATTICE-TYPE STRUCTURE SEE TABLES - .. civ - MAY NOT BE COVERED. FOOTING WHERE REQUIRED, V • Y pOs SEER SEE TABLES BUIL DI L— ' �I YPE "F" ATTACHED MULTISPAN 1 LATTICE STRUCTURE TABESG e• • RAFTER, SEE TABLE FOR SIZE AND SPACING MAXFTER . O.H. 0 - - - 125% OF RA ALLOWABLE • ?Soogrp SPAN V kOS S,ogC�G 11 NG r - W S G- "tiC O LENGTH OF STRUCTURE VARIES G MANDATORY BEAM SPICE - SEE . , DETAIL 11, SHEET 12 v,. NO BEAM SPLICE ATS OSt - POST CR SSSECTION, SEE POST DETAIL, z EXTERIOR POSTS FFtge qC/N /� 31/2 -SLAB civ MAY BE USED V NOTE: EACH COMPONENT IS INTER- pOs SEER TO CONSTRAIN FOOTI SEE BUIL DI L— CHANGEABLE WITH ANY OTHER SOq� TABESG COMPONTENT UNLESS OTHERWISE SHOWN.<FS�GAf NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES F✓ O MAY NOT BE COVERED. r TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DATE I } V M CV ti W m cl . W U) N o°Oo 2 WDM. LLI u U) w Lli LU LLI M c� o U a'• ' Z CO � M CA FESS Igyq! S 5885, OF CAl\FCS 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRFMN 4 STEL JOB N 151071-1 Y312015 MAP H DKR ONS"ICE STRUCTURES BY SH -2 2 OF 50 SHEETS 0 2 0 3 0 4 0 5 0 6 0 r o o n 0 1 SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 24" TRI --"V" PANI 12"x 3 1/2"W PANEL 6"/ 8"x 214" FLAT PAN 282' S0' R=.117' .09R U.S. 25' .40' .35' .40' 180' .77' .67' .77' b7' •40' •75' 43' •45" (ALL UNMARKED RADII ,06R) T= (SEE TABLE 3. 0' HELOV) b5' T= (SEE TABLE .70' 25' 2 6' L 0 25• LI �W) 282' •38' T= (SEE TABLE BELOW 2 7• .40' 45• .35' ,7 ' As. TYP. ,403.00' S0' SO'�+-4,50' .40' -W , 3A0. 40' , .433' L3' L3' .433' 1.92' .7 ' L92' .75' L92' 25- U, n. 5•12.0' 6 001/8.00' ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE ROOF LIVE/SNOW LOAD, psf 10 20 25 30 40 50 24" TRI -"V" PAN - - 0.88 0.83 0.75 0.80 24"x2}4"x0.018" 0.85 0.80 0.65 0.65 - LUSL PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN _5F. -BT EXP.0 EXP.B EXP.0 EXP.B EXP.0 13'-9" (IN.) 020(1) 120 MPH SPAN 10'-3" 10'3" 10'-3" 10'-3• 10'-3" 10'-3" 12'-0" .018 11'-1• 11'-2" 10'-7" 10'-7 9'-11" 15'-3" 15'-3" 9'-0" 8' 6" 8'-7" 8'-1" 8'-2" 7'-5" oza 12,_3" 12,_3• 12,_3" 12,_3• 12,_3" 12,_3" 10 .024 12'-T 12'$" 11'-10 12'-0' 11'-1" 10 10'1' 17'-7" 10'-4" 9'-9" 9'-9" 9'-2" 9'-3" 8'-7" 12'-0" .032 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 13'-7" .032 15' 6• 14'-9" 14'-9" 14'-0" 14'-1" 13'-3" 5'-10" 19'-7" 19'-T' 12'-1" 12'-1" 11'-2' 11'-3" 10'x" .040 8'4" 8'4" 8'4" 8'4" 6'4" 8'4" 018 1 T-7" 16' 8' t0 16'-0" 15'-0" 11' 6"' T-9' 7'-5" 7'-5• 7'-2' 7'-2" 6'-10' 13'4" .020(l) 10,_1" 10,_1" 10,_1" 10,_1" 10,_1" 10,_1" 20 .024 10'-1' 9'-0' 18'-0" 18'-0" 18'-0" 18'-0" 12'-6" 8'-8' 8'4" 8 8'-1' 8'-1' T-9" .024 12,_1" 12,_1. 12,_1" 12,_1. 12,_1" 12,_1" .032 11'-2' 10'-9' 10'-9" 103' 10'-4 9'-10" 20 13'-4" 10'-9" 10'-3" 10'4" 9' 8- 9'-9" 9'-9" 15'-8" 15'-9" 7'-3" 7'-3" 7'3" T-3" T-3" 7'-3" 17'-7" .018 17'-7" 13'-3" 12'-9" 12'-9" 12'-4 12'4" 11'-7" 19'-4" 7' 8" 7'-4 7'4" 7'-1" T-1" 6'-10" 8'-9• 8'-9• 8'-9" 8'-9• 8'-9" 8'-9" 25 .024 15'-1' 14'-7" 14'-7" 13'x" 14'-1" 13'-2" 14'-10" 8' W 8'4" 8'-5" 8'-1" 8'-1" 7'-9" 11,_1" 1T-0" 9'$• 91-8" 9'$" 91$• 9'$" 9'$" .032 10'2" 9'-10" 9'-3" 9'S" 8'-11" 9'-0" 8'-6" 12'-1• 10 10,_2" 10,_2" 9'-7" 9'-8" 9'-2" 12'-0" 6'-7" 6'-7• 6,-7" 6,-7' 6,_T, 6,_7" .018 11'-0' 10'-7" 10' 8" 10'-2" 10'-3" 9'-9" 25 7'-3' 7'-0" 7'-0' 6'-9' 6'-10" 6'-7" 13,_2" 10'-3" 8'-3" 8'-3" 8'-3' 8'-3° 8'-3" 8'-3" 30 .024 11'4" 11'4" 13'-1" 12'-7" 12'-8" 12'-2" 12'-3° 11'8" 8'-3" 8'-0" 8'-0" 7'-9" 7'-9" 14,_2" 14,_2" 9'-1' 9'-1• 9'-1• 9'-1• 9'-1• 9'-1• 32 Fo 14'4" 14'-2" 13'-T' 13'-6' 13'-0" 9'-10" 9' 6" 9'-0" 9'-1" 9'-2" 10'-6" TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE ROOF LIVE/SNOW LOAD, psf 10 20 25 30 40 50 12"xW4.020" - - 0.88 0.83 0.75 0.80 24"x2}4"x0.018" 0.85 0.80 0.65 0.65 - 24•x2}4"x0.024" 0.90 0.88 0.70 0.65 - 24•x2}4"4.032" 0.90 0.88 - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED • FIGURE INDICATES FREESTANDING 2 ti ti W to 1; W u N o°Oo 2 Luc'('? ZO U rn w ¢ui>5 U) LLI Lu LLI W M M _jM !37 O Z p00 Q M (3) �pfESS Ipyq! o S5885 OF CA0FC� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRPTIM 4 STEL JOB 0 15.1071-1 DATE 302015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 12" x 3 1/2" W PANEL 8" x 2 }4' FLAT PAN LUSL PANEL -r (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.8 EXP.0 13'-9" 13'-9" 13'-9" 13'-9' 13'-9" 13'-9" PANEL"T" (IN.) 020(1) 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 12'-6" 12'-0" 12'-0' 11'-1• 11'-2" 10'-7" 10'-7 9'-11" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 020 oza 02014'-7' 13'-2• 12'-T 12'$" 11'-10 12'-0' 11'-1" 10 10'1' 17'-7" 17'-7" 17,_7" 17,_7" 17,_7" 17,_7" 12'-8" 12'-0" .032 11' 4" 11'$• 10'-9' 13'-T 13'-7" 13'-7" 15' 6• 14'-9" 14'-9" 14'-0" 14'-1" 13'-3" 5'-10" 19'-7" 19'-T' 19'-7" .040 �Trl19'-7" 024 1 T-7" 16' 8' t0 16'-0" 15'-0" 11' 6"' 11'-3" 11'3" 11,_3" 11,_3" 11,_3" 11,_3" 13'4" .020(l) 12'$" 12' 9" 12'-1• 15'-7" 15'-7" 15'-7" 10'-1' 9'-0' 18'-0" 18'-0" 18'-0" 18'-0" 12'-6" 12'-6' 12'-6" 12'f" 12' 6" 12'-0" .024 �6-7"l5'-7" .032 11'-2' 10'-9' 10'-9" 103' 10'-4 9'-10" 20 13'-4" 14'-6" 14'$' 14'$" 14'-8' 14'-8" 14'-8" 15'-8" 15'-9" .032 15'-1" 14'-3• 17'-7" 17'-7" 17'-7" 17'-7" 13'-3" 12'-9" 12'-9" 12'-4 12'4" 11'-7" 19'-4" 16'-3" 16'3' 6'-3" 16'-3" 16'3" 16'-3" 040 >134-7- 15'-1' 14'-7" 14'-7" 13'x" 14'-1" 13'-2" 14'-10" 14'-1" 11,_1• 11,_1• 11,_1" 1,_1• 11,_1• 11,_1" 1T-0" .020(l) .020 (1) 16'$" 16'-010'-2" >8 10'-2" 10'2" 9'-10" 9'-3" 9'S" 8'-11" 9'-0" 8'-6" 12'-1• 12'-1• 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" .024 .020 11'-0' 10'-7" 10' 8" 10'-2" 10'-3" 9'-9" 25 8'-4 13'-2° 13,_2• 13,_2• 13,_2• 13,_2" 13,_2" 10'-3" 9'-9" .032 9'-5" 11'4" 11'4" 11'4" 11'4" 11'4" 11'4" 13'-1" 12'-7" 12'-8" 12'-2" 12'-3° 11'8" 13'-3" 14,_2• 14,_2• 14,_2• 14,_2" 14,_2" 14,_2" 040 .024 14'4" 14'-2" 13'-T' 13'-6' 13'-0" 9'-3" 9'-5" 10'-0" 10'-6" 10'-6" 10'-6" 10'-6" 10'-0" 11,-2" .020(l) 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 9'-2" 8'-9" 8_11" 8'-5" 8'-6" 8'-2" 15'-6• 11,_3° 11,_3• 11,_3• 11,_3" 11,_3" 11,_3" .024 .032 10'-0" 10'-1' 10'-2" 9'-7" 9'-9" 9'-2" 30 11'-0" 12'-6" 12'$• 12'-6' 12'6' 12'-8" 12'-6" 13'-0" 13'-1' .032 14'$" 14'$" 14'-0' 14'-0" 14'$" 14'-6" 12'-6' 12'-1' 11'-10 11'-0• 11'f" 11'-1" 13'4" 13'4" 13'4" 13'4" 13'-4" 13'4" 040 040 14'-2' 13'-8' 13'$" 13'-0" 13'-3" 12'-6" 12'-0" 11'-10" 9'-1" 9'-1" 9'-1" 9'-1• 9'-1" 9'-1• 14'-10" .020(l) ' -9" 9'-9" 9'-9' 9,-9" 9'-9" 9'-9" 83' 81-1" 8'-11 T-10" T 10'4" 10'-4• 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .024 .020 9' 5" 9'-1" 9'-1" W-10" 8'-10" 8'-7" 40 7'-10" 11'4" 11'4" 11'4' 11'4" 11'4" 11'4" 9'-9" 9' 4• 032 10'4" 10'4" 10'4" 10'4" 10,4" 10'4" 11'_1• 11'-3" 11'-1" 11'-0' 10'-7" 10'-8' 10'3" 12'-2" 12,_2• 12,_2• 12,_2• 12,_2" 12'_2" 1-10 .024 25 12'-8' 12'4• 12'4" 12'-1' 12'-1' 11'$" W-10" .020(1) 8 2" 8 2' 8-2• 8 2" B 2" 8-2" 10'-6" 7'-1" 7'-1' T-1" 6'_11• 6,_11• 11'4" 9'-2" 9'-2" 9'-2" 9'-2" 9'-2" 9'-2" .024 .032 8'-0" T-10" 7'-10" T-8" 7'-8" 7' 6" so 10'-T 10'-7" 10'-7" t O'-7' 10'-7" 10'-7" 10'4" .032 14'-1" 13'-7" 13'-0" 13'-1" 13'-2" 12'4' 12,_3" 9'-7" 9'-7" 9'-7" V 3' 9'-5" W-11" 13,_1• 13,_1" 13,_1• 13,_1" 11'-3' 11'-3" 11'3" 040 rll>31"��13'11'-3' >101-W .040 1 10'-7• 104" 2 ti ti W to 1; W u N o°Oo 2 Luc'('? ZO U rn w ¢ui>5 U) LLI Lu LLI W M M _jM !37 O Z p00 Q M (3) �pfESS Ipyq! o S5885 OF CA0FC� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRPTIM 4 STEL JOB 0 15.1071-1 DATE 302015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS 8" x 2 }4' FLAT PAN 6" x 2 }4• FLAT PAN LUSL PANEL -T' (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LUSL PANEL"T" (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 12'-6" 12'-0" 12'-0" 12'-0" 14'-7" 14'-7" 14'-7" 14'-7" 14'-7"1010" 020 02014'-7' 10'1' 10'-3" &12'-6"12'-6" 9'-0" 12'-8" 12'-0" 12'-0" 11' 4" 11'$• 10'-9' 13'-T 13'-7" 13'-7" 13'-7" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 024 024 t0 12'-1"11'4" 11' 6"' 10'-1" ,0 14'-2• 13'4" 13'4" 12'$" 12' 9" 12'-1• 15'-7" 15'-7" 15'-7" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0"18'-0".032 �6-7"l5'-7" .032 13'-1" 13'-4" 12'4" 12'-0" 16'-2" 15'-8" 15'-9" 15'-0" 15'-1" 14'-3• 17'-7" 17'-7" 17'-7" 17'-7" 17'-7" 19'-4" 19'4" 19'4" 19'4" 19'-4" 19'4'.040 glTj" 14'-10" 14'-10" 14'-1" 14'-2" 13'4• 17' 6" 16'-10' 1T-0" 16'4" 16'$" 16'-010'-2" 10'-2" 10'2" 10'-2" 10'-2" 12'-1" 12'-1° 12'-1• 12'-1• 12'-1• 19'4• .020 .020 - 8'-9" 8'-9' 8'-4 8'-6" 7'-11" 10'-10" 10'4' 10'-3" 9'-9" 9'-10" 9'-5" 11'4" 11'4" 11'4" 11'4" 11'4" 11'4" 13'3• 13'3" 13'3• 13'-3" 13'-3• 13'-3" .024 .024 20 10'-1" 9'-8" 9'-9" 9'-3" 9'-5" 8'-11" 20 12'-2" 11'x" 11'-8" 11,-2" 11'-3" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 15'-6" 15�13'-9"13'4r" 15'-6• 15'-6• 15'-6• .032 .032 11,-10" 11'-4" 11'-6 11'-0" 11'-0" 10' 6" 14'-2" 13'-0" 13'-1' 12' 8" 14'$" 14'$" 14'-0' 14'-0" 14'$" 14'-6" 16'3' 16'3" 16'-0" 16' 8' 16'$' 16'-8' 040 040 13'-0" 12'-10' 13'-0" 124" 12'-0" 11'-10" 15' 6" 15'-2" 15'-2" 14'-10 14'-10" 14'-3" ' -9" 9'-9" 9'-9' 9,-9" 9'-9" 9'-9" 10'4" 10'4" 10'4" 10'4" 10'-4• 10'4" .020 Pa .020 811, 8'-8" 8' 8' 8'-3" 8'-3" 7'-10" 10'x" 10,_1• 10,_3" s,$" 9'-9" 9' 4• 10'4" 10'4" 10'4" 10'4" 10,4" 10'4" 11'_1• 11 _1„ 11 _1" 111_1• 11,_11 11'_1" .024 .024 25 9'-11" 9'-7" 9'-T 9'-2" 9'-3" W-10" 25 12'-0" 1V-6" 11'-7" 10,-10 11'-0" 10'-6" 11'4" 11'4" 11'4" 11'4" 11'4" 11'4" 12'-1" 12'_1" 12'_1" 12'_1" 12'-1" 12'_1• .032 .032 11'-10• 11'-3" 11'-3" 10'-9" 10'-10" 10'4" 14'-1" 13'-7" 13'-0" 13'-1" 13'-2" 12'4' 12,_3" 12,_3• 12,_3° 12,_3" 12,_3" 12,_3• 13,_1• 13,_1" 13,_1• 13,_1" 13,_1" 13,_1" 040 .040 12'-9" 12'-9" 12'-3" 12'4" 11'-9" 15'4" 15'-1" 15'-1" 14'-8" 14'-9" 14'-1" 9'-3" 9'-3"�9389'-3" 9'3"9'3" 9'-9"9'9'9'9" 9'9'9'9"9'".020 .0208'-5" 8'-1 7' 6' 9'-11" 9'-7" 9'-7" 9'-2" 9'4" 8'-11° 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 10'4" 10'4" 10'4" 10'4" 10'-4" 10'4" .024 .024 30 9'-0" 9'-1" 9'-2' 8'-10" 8811" 8'4" 30 11'4" 10'-9" 11'-0" 10'4" 10'-0' 9'-11" 10'-9" 10'-9" 10,-9" 10'-9" 10'-9" 10'-9" 11'4• 11'4" 11'4" 11'-4• 11'4" 11'4• .032 .032 11'-1" 10'-8" 10'-9" 10'4" 10'4" 101-0" 13'-2' 12'-8" 13'-W 12'-6" 12'-7" 11'-10" 040 11'-7° 11'-7" 11'-T 11'-7" 11'-7" 11'-7" 040 12,_3" 12,_3" 12,_3" 12,_3" 12,_3" 12,_3• 12'-7" 12'-2" 12'-2" 11'3 11'-9" 11'-3" 14'-9" 14'-0" 14'-7" 14'-1" 13'-7" 020 8 4' 8 4" B 4" 8 4" 8 4" 8 4• 020 9. -0" 9 -0' 9 -0" 9.-0. 91-0" 910. 7'$" 7' 6" T 6' 7'-3" 7'-2" 6'-11• 9'-1' 6'-10' 8'-10" 8'-7" 8'-6 B'-1" 9,-0• 9,_0. 9,-0. 9,-0. 9,-0. 9,-0. 9,-8• 9,-0. 9,-6" 9,-0, y,-0. y,-6• .024 .024 40 8-8 8-3" 8-3" 8-0" 8-1" 7-10• 40 10'-2" 9'-10" 9.10" 9'-7" 9'-8- 9'-3" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 12'-1" 12'-9" 12'-9" 12'4" 12'-0" 12'-1• .032 032 10'-2" 9'-10" 9'-10" 9'-7" 9'-7" 9'-3" 10'-3" 10'-1' 10'-1" 9'-10" 9'-10• 040 10'-7" 10'-7" 10'-T 10'-7" 10'-7" 10'-7" 040 11,_2" 11,_2" 11,_2" 11,_2' 11,_2" 11,_2" 11'8" 11'-2• 11'-2' 10'3" 10'-10" 10'-6" 13'-9" 13'4" 13'-0" IT -O" IT -1• 12'-T 020 7 5- 7 5" 7-5" 7-5" 7-5" 7-5' 020 8,_3" 8,-3" 8,_3• 8'-3• 8'-3' 8'-3" 6'-5' 6'-5" 6'-5• 6'-3" 6'-3" 6'-1" 7'-0" 7'-7" 7' 8• T-5" T-0° 7'-2" 024 8 -3" 8 -3" -3'g8'-3' 8 -3" 11-3' 0248 -9" 8 -9" 8 -9" 8 -9" 13-9" 8 -9" 50 T4" T-3' 7'-0" 6'-11" 50 8'-9" 87" 8-7" 8'-5" 8'4" W-1" 0329_1. 9_1" M8' 9 1" 9 1•0329,. 9,$.9,3.9,$.9,8•9,8'-9" 8'-7" 8'4"8'-3" 10'4" 10'-3" 10'-3" 10'-1" 10,-1" 9'-9" 040 9_9. 9-9" 9-9' 9-9° 040 10'4• 10'4• 10'4" 10' 4• 10'4' 10'4"9'-10" 9'-s" " 9'-7" 9'-2' 11'-10" 11'-7" 11'-9" 11'-0" 11' 8^ 11 _2" 2 ti ti W to 1; W u N o°Oo 2 Luc'('? ZO U rn w ¢ui>5 U) LLI Lu LLI W M M _jM !37 O Z p00 Q M (3) �pfESS Ipyq! o S5885 OF CA0FC� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE DESCRPTIM 4 STEL JOB 0 15.1071-1 DATE 302015 DRAWN BY MAP CHECKED DKR PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS H C O L O U t O RAFTER SPANS FOR OPEN LATTICE STRUCTURES (j O 10/120/130 MPH o EXP. B & C LUSL ^T" (IN) z W a `a"o TYP. 3" x 8" RAFTER Z ¢ `a"o C2" X_ 6.1/2" RAFTIt ER Z W a0 a,o DBL. 2" x 6 1/2" RAFTER 110 MPH 120 MPH 130 MPH LUSL "T^ (IN) (110 MPH , 120 MPH 130 MPH LL/SL "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.C! EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B 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" 26'-3" 25'-7" _ - 10 ,024 16" 16'-0" -14'-2" 15'-10" 14'-2" 16'-0" 14'-2" 15'-0" 15'-9" 14'-27 14'-2" 13'-8" 13'-9" 10 - ,024 16" 22'-6" 19'-10" 22'x" 19'-10" 22'-6" 19'-10" 21'-1" 19'-10" 22'-2" 19'-10" 19'-2" 19'-a" F24' 24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" T24" '-1" 13'-0" 13'-1" 12'-3" A 12'-10" 11'-2" 1--11-, ,, 11'-7" 11'-7" 11'-7" .11'-Tj 11'-7" 11'-3" 24" 18'-4" 18'-3" 18'13" 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" 22'-9" 21'-10" 21'-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'-0j 18'-0" 17'-7" .032 16" 28'-7" 28'-6" 28'-7" 27'-9" 28'-3" 25'-3" 25'-3" 25'-3" 25'-3" . 25'-3" 25'-7" 24'-8" 24" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 24" 16'-7" 16'-6" 16'-7" 16'-1" f 16'x" 14'-10" + 14'-8" 14'-8" 14'-8" 14'-8": ,14'-8" 14'-4" 24" 23'-4" 23'-3" 23'4" 22'-8" 23'-1" ::7-20'-8" 20'-8" 20'-8" 20'-8" 20'-0" 20'-10" 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" 't 24'-3" 23'-2" 21'-9" 21'-9" 21'-9" 21'-9'F2-1'-2" 1.042 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" 1 T-7" 17 =7" 1 T-7" 17'-4" 17'-6" 16'-10" 2a" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 1 T-9" 1 T-9" 1 T-9" 17'-9a , 1 T-9" 1 T-3" 24" 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 25'-1" 25'-1" 25'-1" 25'-1 " 25'-1" 26'-8" 24'4" 30 oat 16" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-1" 18'-1" 19'-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" a 12'4" 11'-9 11'-9" 12'-4" 11'-9" 20 o2a 16" 17'-4" 16'-7" 17'4" 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" a 15'-8" 15'-8" 'l5'-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" 22'-0" 24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 1 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 24" 12'-10" 12'-10" 12'-10" 12'-10" 1 12'-10" 12'-9" 12'-3" 12'-3" 12'-3" 12'-3'q 12'-3" 12'-3" r,24" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 181-0" 17'-3" 50 .042 16" 13'-4" 13'-4" 13'-4" 13'-0" 13'-4" 13'-4" 15'-0" 'l 5'-0" 15'-0" 15'-0" 15'-0" 15'-0" -042 16" 19'-0" 19'-0" 19'-0" 19'-0" t 19'-0" 18'-10" 18'-1" 18'-1" 18'-1" 18'-1j 18'-1" 18'-1" •042 16" 261-8" 26'-8" 26'-8" 26'-8" .26'-8" 2 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" 2a" 15'-0" 15'-6" 15'-6" 'IT-6"A� 15'-6" 15'-6" 14'-9" 14'-9" 14'-9" 14'-9; 14'-9" 14'-9" 24„ 21'-10" 21'-10" 1'-10" 21'-10" 21'-10" 20'-10" 20'-10" 20'-1 o" 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 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" { 10'-7" -11'-6', ; 11'-6" 10'-7" 11'-2" -02416'-3" 15'-10" 15'-10" 16'-3" 15'-10" 16'-3" 15'-10" 16'-1" 15'-10" 16'-2" 15'-10" 15'-8" 2a" 8'-1" 8'-1" 8'-1" 8'-1" 4 8'-1" 8'-1" 9'-6" 9'-6" 9'-6" 9-6"r 9'-6" 9-2" F24" 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 9'-3" 9'-3" 9-3" 9'-3" 9'-3" 12'-9"24" 9'-3"16" .032 14'-4" 14'-9" 14'13" 14'-9" 14'-4" 14'-9" 14'-4" 1 14'-4" 14'-6" 14'-7" 14'-4" 14'-2" .032 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-9" 20'-2" 20'-6" 20'-2" 20'-7" 20'-2" 19-10 25 25 24" =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'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-3" 042 16" 17'-4" 17'-9" 1 T-4" 17'-9" 17'-4" 17'-9" 17'-4" 1 17'-4" '17'-7i 17'-8" 17'-4" 17'-1" 042 16" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'-6" 25'-1" 24'1" 25'-1" 24'-6" 25'-1" 24" 13'-3" 13'-3" 13'-3" 13'-3" R 13'-3" 13'-3" 24" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" F2 20'-0" 14'-7" 14'-7" 14'-7" 14'-4i 14'-6" 14'-0" -6" 20'-6"20'-6" 20'-6" .0:042' TYP. „ - .024' 6. 6. L C:_ +`: .032 ► .032 042' 042' e 1 • - ..- � 1 is ..-1 ��- ±'I�tr3.0 F— A �� �� tl I I J F--2.0'� I 1--2.0'—IMAX. .O'—I • * 3"x8" RAFTER * 2"x6.5"'RAFTER *DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004-H36 OR :ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR "' EQUAL — - --- I --'""-"OR EQUAL EQUAL FOOTNOTE: "SAMPLE" 4 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING i Ll W cD c " W co M ZO U rn W ¢� cb W LL. Lu W W cM M M U 0' �Zcco �Q M Q�FESS I(�l o . S 5885 OF Cpl 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS Awa OAre DESCRPTID" 4 STEL JOB 9 15.1071-1 DATE 3/J/2015 DRAWN BY MAP CHECKED DKR MINIMUM FASTENERS SH -5 5 OF 50 SHEETS A o B o C e D o E o F e G o He - �- -� -� _ ' MUM-NUMBER=O F FA TENERS=FOR-ROOFP-ANEL TO-SUPPORTING-BEAM=&._WALL-HANGER, FOR ATTACHED AND FREESTANDING SOLID COVERS 0 2 0 3 0 4 e FOOTNOTE: "SAMPLE"� 5 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 0 6 0 7 e 8 mil Ll 2 ti Wc6 M TABLE 1 W ¢I uU)w- �w' "I MM Ua? 00 �aM U) TABLE 2 I t Ew y . S 5885 OF' CAI% 0 TABLE 3 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM I DATE DESC MMON (2) 2"x6 %2" AND WALL HANGERS, 3"x8" AND DATE 2015 EXTRUDED AND 3"x8" WITH I� SAFETY DEPT. DKR OVED 6 %2" ROLL FORMED BEAMS C0 j1MRI-V, W -PANEL & FLAT PA STEEL HEADERS -4 4OF50SHEETS STEEL INSERT HEADERS NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑.14 TEK OR SMS SCREWS NUMBER OF N❑.14 TEK OR SMS SCREWS PER FOOT OF BEAM LENGTH PER FOOT OF WALL HANGER AND BEAM I.9W1 H PER FOOT OF BEAM LENGTH no M ;i M§ 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH EXP. BI EXP. C EXP. B EXP. C EXP. B EXP. C EXP. BI EXP. C EXP. B EXP. C EXP. B EXP. C EX—P 7 B EXP. C EXP. B EXP. C EXP. B EXP: C ~ ~ ~ 5 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 2 2 2 6' 1 1 1 1 1 2 6' 1 1 1 1 1 1 2 2 2 2 2 3 1 2 2 2 2 2 1 1 1 1 1 1 7 1 1 1 2--- 2 2 7' 1 1 1 2 2 2 7' 1 1 1 1 1 1 2 2 2 3 3 2 2 2 2 2 2 1 1 1 1 1 2 8' 1 2 2 2 2 2 8' 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 9 2 2 2 2 2 2 9' 1 2 2 2 2 2 91 1 1 1 1 1 1 2 3 3 3 3 4 2 22 3 3 3 1 1 1 2 2 2 10 2 2 2 3 10' 1 2 2 2 2 2 10' 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3 3 1 2 2 2 2 2 11,3 2 2 3 11' 2 2 2 2 2 3 11' 1 1 1 1 1 2 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 2 2 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"� 5 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 0 6 0 7 e 8 mil Ll 2 ti Wc6 M Z O U W ¢I uU)w- �w' "I MM Ua? 00 �aM U) v korn I t Ew y . S 5885 OF' CAI% 0 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MAM I DATE DESC MMON 4 STEL JOB R 157071-7 DATE 2015 /� D Bi L1 MAP I� SAFETY DEPT. DKR OVED C0 j1MRI-V, W -PANEL & FLAT PA BY -4 4OF50SHEETS 4 5 6 o D Io 0 1F" 0 HANGER CHANNELS AND MOUNTING BRACKETS 2. FASTENERS,I T= SEE TABLE 3, SHEET 4 0 FASTENERS, 078 1.50" SEE TABLE 3 SHEET 8 300" T=.060" W ALUM. 3004-H36 ' O6 " .25"R •05 FASTENERS C) 1.5 ^ .010"x90" 202" FASTENERS, SEE TABLE 3 SHEET 8 t= 0.04" z (2) DIA. SEE SHEET 4 p W o c 563" 5" '0 (V ri M .281" .20 ~. =' - "_ CONTINUOUS A- RAIL• A' o FASTENERS ROOF PANEL � (WHERE OCCURS) p " vi SHEET 8 D SEE TABLE 3 .0604= " FASTENERS, w Nr1 6063-T6 1.88011—FASTENERS, ALUM.ALLOY- ' SEESHEET4 ALUMALLOY ',fit '. 175" SEE TABLE 3, SHEET 4 ALUM. ALLOY , 6063-T6 r AL 6063 T6 Y 6063-T6 O ROHANGERED O EXTRUDED HANGER/ CONNECTION 7r 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. I ) (3) Y"O LAG SCREWSI 10# L.L.=(2)#14 SMS EA. SIDE t 1 1/2" 20#,25#,30# L.L.(3)#14 SMS EA SIDE j /BEAM SPLICE TO #14 SDS, 40#,50# L.L =(4)#14 SMS EA. SIDE f ( JI OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 3 PER SIDETV I POST. NOT PERMITTED 3/4 OR 1 1/2 PER SIDE I 2 -POST UNITS PLUG WHERE I " " + @ 6 SCREWS I e° SCREW IS INSIDE '4EA�C�H I 2" x 6 1/2" OR A 5" #14 SMS MAY - BE USE AS . 0 5"MIN. 3"x8"ALUM.- ) "3"ALTERNATE TO' Hi RAFTER 1/4"0 BOLTS cA3.5^3/4"OR 1 1/2" ,: 8" BEAM 3'x8"ALUM.-- -X 1, HEADER U -BRACKET ❑1 OR �2Lt1 EXISTING WOOD STUD FRAMINGSEE NOTES - 3"x8"ALUM. E) STUCCO BELOW I 6 1/2"SIDEPLATE EA. 2 (E) STUCCO 1 x 3-1/2" LAG SCREWS L.L=10 psf i I SIDE SEE POST SCHED. RAFTER } 0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf #14 SMS EA. SIDE PENETRATION BRACKET f 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.�O and 50 psf TOP, MID HEIGHT (2" MIN. PENETRATION INTO EXISTING WOOD STUD) ) `. AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE THREADED PORTION OF SHANK COMPLETE j { NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. 4 _ EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 .. - - HEADER BRACKET 2 t_ CRAFTER TO STUD WALL CONNECTION 3' " I BEAM TO POST CONNECTION n8 1 1/2" OR 2"LATTICE #8 S.M.S. s 0 ALTERNATE 1/2" DOUBLE RAFTER -EXISTING 2 ALUMINUM MEMBER WITH o BOLT CONNECTIO PLAN 2 3 SHEATHING WOOD FILL OR - o ALTERNATE: 4 5 6 o D Io 0 1F" 0 HANGER CHANNELS AND MOUNTING BRACKETS 2. FASTENERS,I T= SEE TABLE 3, SHEET 4 0 FASTENERS, 078 1.50" SEE TABLE 3 SHEET 8 300" T=.060" W ALUM. 3004-H36 ' O6 " .25"R •05 FASTENERS C) 1.5 ^ .010"x90" 202" FASTENERS, SEE TABLE 3 SHEET 8 t= 0.04" z (2) DIA. SEE SHEET 4 p W o c 563" 5" '0 (V ri M .281" .20 ~. =' - "_ CONTINUOUS A- RAIL• A' o FASTENERS ROOF PANEL � (WHERE OCCURS) p " vi SHEET 8 D SEE TABLE 3 .0604= " FASTENERS, w Nr1 6063-T6 1.88011—FASTENERS, ALUM.ALLOY- ' SEESHEET4 ALUMALLOY ',fit '. 175" SEE TABLE 3, SHEET 4 ALUM. ALLOY , 6063-T6 r AL 6063 T6 Y 6063-T6 O ROHANGERED O EXTRUDED HANGER/ CONNECTION 7r 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. I ) (3) Y"O LAG SCREWSI 10# L.L.=(2)#14 SMS EA. SIDE t 1 1/2" 20#,25#,30# L.L.(3)#14 SMS EA SIDE j /BEAM SPLICE TO #14 SDS, 40#,50# L.L =(4)#14 SMS EA. SIDE f ( JI OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 3 PER SIDETV I POST. NOT PERMITTED 3/4 OR 1 1/2 PER SIDE I 2 -POST UNITS PLUG WHERE I " " + @ 6 SCREWS I e° SCREW IS INSIDE '4EA�C�H I 2" x 6 1/2" OR A 5" #14 SMS MAY - BE USE AS . 0 5"MIN. 3"x8"ALUM.- ) "3"ALTERNATE TO' Hi RAFTER 1/4"0 BOLTS cA3.5^3/4"OR 1 1/2" ,: 8" BEAM 3'x8"ALUM.-- -X 1, HEADER U -BRACKET ❑1 OR �2Lt1 EXISTING WOOD STUD FRAMINGSEE NOTES - 3"x8"ALUM. E) STUCCO BELOW I 6 1/2"SIDEPLATE EA. 2 (E) STUCCO 1 x 3-1/2" LAG SCREWS L.L=10 psf i I SIDE SEE POST SCHED. RAFTER } 0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf #14 SMS EA. SIDE PENETRATION BRACKET f 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.�O and 50 psf TOP, MID HEIGHT (2" MIN. PENETRATION INTO EXISTING WOOD STUD) ) `. AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE THREADED PORTION OF SHANK COMPLETE j { NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. 4 _ EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 .. - - HEADER BRACKET 2 t_ CRAFTER TO STUD WALL CONNECTION 3' " I BEAM TO POST CONNECTION n8 DHL. 3'x8'x0,042 BEAM OR DBL. 2'x6,5'x0.032'/0,042' BEAM I `5/B' 0 ACCESS HOLES 3' SO. POST INSTALL 6 - #14 X Y4' LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER�� COLUMN DETAIL K04 ~ W � " W (n Nrn oM Z O U W QF- uU) wu- LLl uj Ch M O Z O°O0 Q M �pFESS Igyq t Q S5885 E OF CpA%0 � 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS M4RK DATE DESCRwnoN 4 STEL JOB # 15.1071-1 DATE WYM15 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER -EXISTING #8 S.M.S. EACH SIDE ALUMINUM MEMBER WITH BOLT CONNECTIO PLAN 2 LATTICE 1 1/2" OR 2" SHEATHING WOOD FILL OR ALTERNATE: NOMINAL LEDGER 4414 S.M.S. EACH (NEW OR EXISTING) 0 RAFTER TO COL vi SEE NOTE, DETAIL B. " CONNECT. (8 TOT.) 2"x6.5" OR 3"x8" RAFTER o SHEET 8 u� ALTERNATE: 1/2" BOLT 7= 4.S O 6 ALTERNATE: FASTNERS, SEE TABLE 3, (2)- #14 S.M.S. EACH RAFTER SHEET 8 :.; E '. �• TO COLUMN CONNECTION c 3"x•3"STL:POST (24") . ? ° ' ALTERNATE: t(2) (4 -TOTAL) INSERTATTACHED.OR -2x6.5- OR _ ALTERNATE: o 3"x'3"STLtPOSTCOL'UMN, (2}3"x8"HEADER (2} 2x6.5" OR (2}3"x8" HEADER EXISTING FOR FREESTANDING + / ALTERNATE: 1" STUCCO OR EQUAL (2}1/2"BOLT a •. 3"x3"x0.024"J (1) - 1/2" BOLT OR 2.5' PENE. INTO EACH WOOD STUD 2"x 6.5" SIDEPLATE CONNECTOR' (2} #14 S.M.S. EACH RAFTER 6 DBL. -RAFTER / DBL. HEADER CONN. O STUB COLUMN TO DOUBLE HEADER CONN. O EXIST. STUCCO/ LEDGER } O ATTACHMENT DETAIL DHL. 3'x8'x0,042 BEAM OR DBL. 2'x6,5'x0.032'/0,042' BEAM I `5/B' 0 ACCESS HOLES 3' SO. POST INSTALL 6 - #14 X Y4' LONG SDS 2 EACH HEADER TO COLUMN (12 FASTENERS PER DOUBLE HEADER�� COLUMN DETAIL K04 ~ W � " W (n Nrn oM Z O U W QF- uU) wu- LLl uj Ch M O Z O°O0 Q M �pFESS Igyq t Q S5885 E OF CpA%0 � 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS M4RK DATE DESCRwnoN 4 STEL JOB # 15.1071-1 DATE WYM15 DRAWN BY MAP CHECKED DKR HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS 0 2 0 3 0 4 0 5 0 6 0 7 0 8 G o u 0 E o F o G EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS A34 FRAMING ANGLE NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER 3/16' STEEL NOTE] BRACKET CAN BE DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION g" 0 1/4'0 HOLES,TYP. LOCATED ANYWHERE DN EAVE. SEE TABLE 2 FASTENERS, SEE TABLE 3 ROOF PANEL REQUIRED TO VERIFY ADEQUACY OF THE EXISTING STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf > 8' > 18' TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS O O TYP. BRACKET NOTE: PROVIDE WATER PROTECTION, METAL FLASHING FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 6' > 14' AT EVERY 2x CAUCK JOINTS AND SLOPE R.F. OR EXT. HANGER USING SD9112 SCREWS 8 C o TO DRAIN (OPTIONAL) CHANNEL, 2X OR 3X NUMBER AND TYPE EXISTING EAVE ALLOWABLE PROD. TO BEAM RAFTER BRACKET COVER LUSL. LEDGER OR WALL HANGER OVERHANG SEE TABLE 1 SCREWS WITH FASTENERS 1 1/4" (24" MAX' 2x6 OR 2xB LEDGER LUSL OF FASTENERS 110, B PER TABLES 3 & 4 120, B 120, C 130, B 130, C ALUM. PANEL 2X OR i¢' 0 SIMPSON STRONG -BOLT 2 SS AT 48' D.C. (a,b) EXIST. RAFTERS AT 2" x 4" FULL 2x WOOD STUD OR 26'-0" 26'-0" 3x ALUM. RAFTER 25'-4" 24' O.C. AT ROOF 1' MIN. CONCRETE WALL 20 PSF L.L. RAFTER EXIST. FASCIA BOARD 40 PSF S.L. OVERHANG 3� 26'-0" 26'-0" (3)-#14x31/2"W. 25'-7" 25'-4" 2X FULL DEPTH Z) o 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) 20 S ATS IPONM SOC,STRO G -BOLT 2 2"x6" FULL OR 2"x8" NOTCHED ALLOWABLE PROJ. EXISTING EAV WOOD SCAB, L 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 TO BEAM OVERHANG �a 26'-0" WHERE OCCURS, V MIN, 26'-0" NOTES PLACE 'SIKA FLEX' OR SIMILAR SEE TABLE 1 (24" MAX) SEE TABLE 2 Lvi (A) (A) (A) MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE (A) (A) (A) (A) (A) (A) COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER SAT 48PSD.C. S bNG-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 20 SEAL W/ SAME CONNECTION'S. EAVE CONNECTION 26'-0" %1 WALL CONNECTION 25'-2" OA L EXISTING ROOF OVERHANG DESIGN LOADS] 20'-7" NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2'x6' (AT 2'x6X'ALTERNATE EAVE CONNECTION C' RUL = 3 psf (MIND TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3'x8' MINIMUM RAFTERS) NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 30, 40, 50 psf (A) (A) OR KILN -DRY WOOD -FILLED 2"x6 X7 OR 3"x8" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 30 S AT 3650 C,STRONG-BOLT (c b� G -BOLT 2 TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT OVERHANG ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS EXISTINGMAXIMUM PROJECTION (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE FRAMING MEMBER WIND SPEED (MPH) AND EXPOSURE COVER LUSL. AT ROOF OVERHANG (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL SCREWS WITH 2x FULL LUSL OF FASTENERS 110, B Fl10, C 120, B 120, C 130, B 130, C 10 i¢' 0 SIMPSON STRONG -BOLT 2 SS AT 48' D.C. (a,b) 10 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" a = 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" Z) o 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) 20 S ATS IPONM SOC,STRO G -BOLT 2 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 SAT 48PSD.C. S bNG-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 20 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 AT 3650 C,STRONG-BOLT (c b� 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 -BOLT 2 SS AT 36. O.C. (a,b) 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 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" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 W 0 SIMPSON STRONG -BOLT 2 SS AT 24' D.C. (a,b) 2" x 6" NOTCHED 26-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) I (B) I (B) (B) I (B) (B) (B) (B) (B) (B) 255 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 TO TABLES 3 & 4: IN. 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, 2"x8" FULL ORFOOTNOTES 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) )'4 DIAMETER LAG SCEWS <D) - DIAMETER LAG SCREW (E) - 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. a� 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 1- 110 1 1201 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) 40 C. WHERE ROOF PANEL RAIL OCCURS, USE Y2' DIAMETER LAG SCREW IN LIEU OF (2) Y4 DIAMETER LAG SCREWS. 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) 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" NOTCHEDII 15'-3" 15'-3" 15'-3" 15'-3" II 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 550 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2"x8" FULL OR 2"x10" NOTCHED 20'-9" 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) Ic Z ti W CN C 2 wm� 'n M u LU uoi U)w� LLI LU M KY] M 00 U Z 00 (Q ojM K3) �fESS /co! S5885 cc OF C,F,L 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS MkRK DATE DESCFWTION 4 STEL JOB # 15-1071-1 DATE 3!312015 DRAWN BY MAP CHECKED DKR EXISTING EAVE CONNECTION DETAILS SH -8 8 OF 50 SHEETS nm e o to o u t o -r. -o G o _ H o, I- o COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENTiDETAILS / MIN. NUMBER OF REQ: COLUMNS 5 --- . o }a T INSERT TO 1.5 TYP. 6 FOR 3/8" MB .56" (ASTM A500 GRADE B STEEL) - - , BASE PLATE 3/16" TABLE';1..• TABLE 2 1 Ya" 6Yz" 1 X. :.2 1/8" APART ° WASHER PLATE AT ANCHORS 2 i ASTM A500 GRADE B ATTACHED ONLY ATTACHED AND q 2- 5/16"0 HOLES F - 2.5" •75" BASE FLARES INSERT NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. .157" a. WELDED STEEL BASE PLATE TO 3"WIDE EA. STEEL POST ONLY: "T" BRACKET @ 3 -SQ. POST I FOOTING �ANG'HOR'BOLTS FREESTANDING B (ICC -ES ESR -3037) USE POST TYPE K W/ (42"EA- SIDE OF POST � � FTG. I F. G. H,I,JORK ` - OR 1/2" M.M.B.. THROUGH POST � ALUM."T"BRACKET USE WITH . • � ALTERNATE I POST POST • POST TYPE B,C,D, OR E. I I , SINGLE POSTS CUBE SIZE SQ. 18• DEEP • CUBE FTG. o FOOTING SIZE BOLTS EMBED. I I 18" 18" SQ. 12" 1 STEEL.T BRACKET OR 9" SQ. 1/2 DEPTH OF I I 17•-22"CUBED (1) (2}-8"e 17/8 20^ 21"SQ. 12" BASE PLATE USE WITH FOOTING OR I I { • POST TYPE B,C,D,E,F,G,H,J OR K. 12" MIN. EMBD. I j .. 22• 25" SQ. 16' (2}3/8'0 STRONG -BOLT 2 SS ( SEE TABLE 1 � ' EA. BRACKET TO SLAB. • 23.8 24' CUBED (1) (2}12'0 U" 3 1l4' `;: I I :'um W 24" 28" SQ. 20" } f 3 9 1/2" MINIMUM DISTANCE TO —1 + ( I ! � EDGE OF SLAB. 25" - 30• CUBED (2) (4}12.0 I, 3114' 26" • 32" SQ. 23" 1 I I •..� co Q 33" MINIMUM DISTANCE FROM F 28" 35" SQ. 25' SLAB CRACK TO COLUMN. G 31-- 34• CUBED (2) (a}516•e, 4. LU Z 30" 39" SQ. 28• (1%" MIN. EMBEDMENT) a .. •' EL `n o ' 35" - 39• CUBED (2) (4) 3WVO 4 314' 32" 43'SQ. 30' • ti DE TH C a • (1}1/2"OM.B. ' :' '• F } 34" 47" SQ. 32• SLAB SHALL BE IN �� v - POURED CONCRETE x9" LONG, 1' ,� • Nb°;;'• y ' W UJ i. _ FOOTING SEE TABLES 40' - 42' CUBED (2) (4}3/4'0 43/4• FROM END ', • ❑ m 36" 51" SQ. 34• GOOD CONDITION j , OF POST ;� ' Z NOTE: BOLTS SHALL BE SIMPSN STRONG -BOLT 2 SS 38" 55' SQ. 37'b FOR SIZE + 4 3 1/2" MIN. SEE FOOTING PCC-ESESR-3037) 4 �` POURED CONCRETE SQUARE, SEE FTG. 40" 60" SQ. 39" j ! IN BEAM SPAN TABLE DUARE - 1) MAY USE EITHER STEEL TBRACKET OR -_ FOOTING SCHEDULE IN BEAM - ' 42" 64" SQ. 41" 4 • � ` ALTERNATE FREESTANDING BASE PLATE SPAN TABLES 44" 69" SQ. 43" EXISTING SLAB _ . 7 ' "ATTACHED"COVERS-ONLY---.�___O POSTS TO CONC. FOOTING ATTACHED COVERS ONLY - 2) REQUIRES USE OF ALTERNATEfREESTANDING BASEPLATE-' `t'-, 1 SQUARE POST EMBED. - - INTO FOOTING O - •CUBE FOOTING W/312'SU1B 5 7/16"0 HOLE . o }a T INSERT TO 1.5 TYP. 6 FOR 3/8" MB .56" ALUM. ALLOY 3.00" OR - 6063-T6 ,2.40"— - '100001-0 r. -01 (3)-3/4"0 BOLTS FOR POST TYPE F. G, H, I, J & K L. , 3" OR 4" SQ. 4 5" " INSERT 1 16" x 0.188" ' 4 " ASTM A500 GRADE B STEEL ' T.O.C. (4)- SS316 3/4"0 STRONG -BOLT 2 SS r STEEL PER ICC -ES ESR -3037 • (4 3/4" EMBEDMENT DEPTH) „ 7/16"0 HOLE e }a T INSERT TO 1.5 TYP. 1.375 FOR 3/8" MB .56" (ASTM A500 GRADE B STEEL) 2 FLANGES BASE PLATE 3/16" STEEL POSTS 5.50" 4" WIDE . 1 Ya" 6Yz" 1 X. :.2 1/8" APART ° WASHER PLATE AT ANCHORS 75" ASTM A500 GRADE B •1. POST q 2- 5/16"0 HOLES INSTALL 1Y" x 1Y2" x YB" HDG 1.125" WASHER PLATE AT ANCHORS!f 75" 2.5" •75" BASE FLARES INSERT NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. .157" a. WELDED STEEL BASE PLATE TO 3"WIDE EA. 1.60" TYP SIDE OF FLANGES 9 SQ. X 5/8 THK. THK. BASE PLATE c1�LDl f 1.5 TYP. 1.75" USE FOR 3" OR 4" +—� FOR 3" POST, FOR 4" POST (ASTM A500 GRADE B STEEL) .090° INSTALL 1y" x 1Y2" x Ys"HDG STEEL POSTS 5.50" 4" WIDE . 1 Ya" 6Yz" 1 X. jp � r ' VR ° WASHER PLATE AT ANCHORS 1-7/16"0 HOLE C FOR 130 MPH q 2- 5/16"0 HOLES r 812-3/8" HOLES 'NOTE: CONCRETE SLAB ANCHORS SHALL BE NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. TYP. EA. SIDE a. WELDED STEEL BASE PLATE DIAMETER SIMPSON STRONG -BOLT 2 SS ALTERNATEE S ING B (ICC -ES ESR -3037) FR E TAND ALUM "T" BRACKET O STEEL "T" BRACKET OD BASE PLATE ANCHOR L M t WC4 M 4 CC -,4 o W Z, M 0 QF—Ld w- wW M co O Z O00 Q M �FESSIgy� 5885 OF CAIO� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJ APPROVAL REVISIONS - MARA DATE DESCRIPTION N 15-1071.1 3132015 MAP INTA EPJ; DIM v 4z LRgB T S FACE B MOUNT AN FO ING BEDMENT D AILS S H 0 ' 10 OF 50 SHEETS .x 6 0 o F o 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. 7 8'� ROL INSULATED VALL HANGER c� /BEAM SPLICE TO ,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I 2"X6.5"X0.032" SIDE PLATES 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 5 6 12' 4 5 5 6 5 7 IT 4 5 5 6 6 7 a= M_ I- 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B 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 5 4 6 5 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. 7 8'� ROL INSULATED VALL HANGER c� /BEAM SPLICE TO ,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 1�3" 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. ❑2 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 ROOF PLAN FASTENERS, ":ET 4 ROLL -FORMED #14 SMS E 32' D.C. MAX. DR IRP (4 MIN. PER PANEL INTERLOCK) /r -FORMED PANEL SEE SHEET 4 OROOF HANGER #14 SMS 8 32' O.C. 4 MIN. PER EP^" ALUMINUM S TOP & BOTT. 0.024' P 2 ROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 ti W c~o z wa,°° Z O U 1- W Q� U)LLI WW co M M U rn Z 00 UQ ci Nr rn �FESSIg1�l S 5885 of �L�Fc� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARL( DATE DFSCRFTION 4 STEL JOB 9 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS 5" 3.5" #14 SMS MAY BE USE AS ALTERNATE TO 1/4"0 BOLTS 3.5" 8" BEAM JES .5" S 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 1�3" 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. ❑2 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 ROOF PLAN FASTENERS, ":ET 4 ROLL -FORMED #14 SMS E 32' D.C. MAX. DR IRP (4 MIN. PER PANEL INTERLOCK) /r -FORMED PANEL SEE SHEET 4 OROOF HANGER #14 SMS 8 32' O.C. 4 MIN. PER EP^" ALUMINUM S TOP & BOTT. 0.024' P 2 ROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 2 ti W c~o z wa,°° Z O U 1- W Q� U)LLI WW co M M U rn Z 00 UQ ci Nr rn �FESSIg1�l S 5885 of �L�Fc� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARL( DATE DFSCRFTION 4 STEL JOB 9 151071-1 DATE 31312015 DRAWN BY MAP CHECKED DKR LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH -11 11 OF 50 SHEETS Ll cv) 2 r, W 06 W U) N 00 rnM rn )w� uULu co W W M h MM U 0� Z � Q C'7 rn FESS Igyal S5.85.. � OF CAI�(� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE anh oEsc,wno" 4 STEL J08 # 151071-1 UA t 3r31zo,s B MAP ' DKR A ACHED XUMANDI G BEAM SPANS, E,0 pS_F L MPH SH A o B o C o D o E o F o G o H o 1 o J r ATTACHED &FREESTANDING LATTICE 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 J DBL. 2"x6.5"x0.042" /7'\ DBL. 3"x8"x0.042" BEAM � WL��� N W/ 12 GA. STL. INSERT � W/ DBL. 14 GA. STL. INSERT 0 �• ATTACHED FREESTANDING / ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG } SPAC SPAC FTG. MIN. MAx.POST FTG. MIN. MAX POST SPACWGT FTG MIN' MAx.POST MIN. SPAC FTG. MIN. MAx.POST FTG. MIN, MAx.POST FTG. MIN. MAX POST = MAX.COL SPACING m ON SLAB 23: NG ( NG OST NG (IN.) POST SPACING (IN.) POST SPACING (IN) POST (IN.) POST SPACING (IN.) NG (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) OST (2) (g) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (,) TYPE (SPAN) (,) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (,) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 13'-7" 5' 18'-0" 15 B 18'-0" 29 G 21'-8" 16 B 21'-8" 31 G 20'-9" 16 B 20'-9" 31 G 22' 8" 17 B 22' 8" 31 G 29'-2" 18 C 29'-2" 33 H 5, 2 O 18' - 0' 18 17'-6' -:::3 21'-8" 19 21'-2" 33 H 20'-9" 18 20'-2" 33 H 22'-8" 19 33 H 29'-2" 21 28'-6" 36 I r 11,-4" 6, 16'16 168 B 16,16'-0' 230 G 19'-9 119 C 19'-9'9'-3" 332 G 19' 1 B 19' 0 8 332 G 2U' 120 C 20' 332 G 26'8—"--- 121 E 26'-8" 335 H 6, 191-91, 9'-0" 19 -6" 20'-8" 20'-2" ,-8" ,-0" I � 9,_9" 7, 15'-215,-2' 169 B 15'- 230 G 18'-4"8'-4" 120 �i 18'-47'-10' 331 Cj 17'-17'-7" 1 Ci 17'-17'-1" 331 Cj 19'- 19'-2" 18 C 19'- � 332 Cj 24' 122 E 24'- 2"4 334 H 7, 4'-10" 19 O 9-2" 24'-8" -1" 0 8'-6" 8' 14'-3" 17 B 14'-3" 29 G 17'-2" 18 C 17'-2" 31 C7 16' 6" 18 C 16'-6" 31 G 18'-0" 18 C 18'-0" 31 G 23'2;---120-- E 23'-2" 33 I„ I 8, ,..� 14'-3 19 13'-10 29 17'-2 20 16'-9' 31 16'-6" 20 16'-1" 31 18'-0 21 18'-0 31 ---23'-2T-22 22'-7' 33 J �,-7„ 9' 13'-6" 17 C 13'-6" 30 G 16'-3" 18 E 16'-3" 31 G 15'-6" 18 C 15'-6" 31 G E 17'-0" 32 G 21'-1 20 E 1'-1 34 I„ I 9' � 13-6 19 13'-1' 30 16'-3" 21 15'-9" 31 15'-6" 20 15'-2" 31 17'-0" 31 21'-10' 23 1'-3" 34 3 6'-10" 10' 12'-9" 17 C 12'-9" 30 G 15'-4" 18 E 15'-4" 32 G 14'-9" 18 E 14'-9" 32 G P18 E 16'-1" 32 G 20'-9" 20 E 20'-9" 34 Fi , 10 12'-9 20 12'-6' 30 15'-4" 21 15'-1" 32 14'-9" 21 32 32 20'-9" 23 20'-2" 34 6'-2" 11' 12'-2" 18 C 12'-2" 31 G 14'-8" 19 E 14'-8" 32 G2113' 14'-1" 19 E 1" 32 E15'x" 32 G 19'-9"21E35O2011'-10"3014'-8"2114'-4" 32 -8"32G 15'-4" 32 19'-9" 24 34 � 5'-8" 11'-8" 18 C 11'-8" 31 G 14'-1" 19 E 14'-1" 32 G 13'-6" 19 E 32 14'-9" 19 E 14'-9" 32 Fi 19'-0" ----..:21 E 19'-0" 35 � 12' i 0 12' 11'-8' 20 11'-4' 31 14'-1" 22 32 13'-6" 21 32 14'-9" 33 19'-0" 24 18'-6" 35 � ATTACHED FREESTANDING ATTACHED FREESTAND/NG ATTACHED FREESTANDING ATTACHED FREESTAND/NG ATTACHED FREESTANDING 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. 4 _ MAX.COL. �o jp 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 � F (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 Ft C (2),(3) G 13'-7" 5' 18'-0" 16 B 18'-0" 31 G 21'-8" 17 B 21'-8" 33 H 20'-9" 17 B 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H 19 C 29'-2" 35 I 5, O 17' 8" 19 17'-0' 31 H 21'x" 20 20'-7" 34 20'x" 20 19'-8" 34 H 22'-4" 20 C 21'-6" 35 I 28'-9" 22 27'-8" 37 K 0 N 11-4 " 16'-4" 17 B 16'-4" 30 G 19'-9" 18 C 19'-9" 32 G 18 B 19'-0" 32 G 18 C 20'-8" 32 G 26'-8" 20 E 26'-8" 35 I , 6 r 6 16'-2" 19 15'-7' 30 19'-7" 21 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20'x" 21 19'-8" 34 H 26'-3" 23 25'-3" 36 K 9'-9" 7' 15'-2" 17 B 15'-2" 30 G 18'-4" 18 C 18' 4" 31 G 17'-7" 18 C 17'-7" 31 G 19'-2" 19 C 19'-2" 32 G 24'-8" 20 E 24'-8" 336 H 7 15'-0" 20 14'-4" 30 18'-1" 21 17'x" 33 H 17'-3" 21 16'-8" 33 18'-10' 21 18'-2" 33 H 24'-4" 23 3' 6" I J 8'-6" 8' 14'-3" 18 B 14'-3" 29 G 17'-2" 19 C 17'-2" 31 G 16'-6" 18 C 30 G 18'-0" 19 C 18'-0" 31 G 23'-2" 21 E 23'-2" 33 H 8' s 14'-1' 20 C 13'-6" 29 17'-0' 22 16'-3 32 16'-2" 21 17'-8' 22 17'-1' 33 H 22-9 24 22'-0' 35 J �,-�„ 9' 13'-6" 18 C 13'-6" 30 G 16'-3" 19 E 16'-3" 31 G 15'-0" 19 C 5'-6" P:91 31 G 17'-0" 9 E 32 G 21 E 21'-1 34 H 9' � 13'-3" 21 12'-9' 30 16'-0" 22 15'x" 32 15'-3" 22 14'-8" 32 16'-8" -1H22 22 16'-1" 32 21'-6" 24 —10 34 6'-10„ 10, 12'-9"2,-7" 121 C 12'-912,-1' 330 G 15'-4"5'-2" 122 E 15'-4"4,-7" 331 Cj 14'-94'-6" 122 E 14'-94,,0„ 331 Cj 16'-15'-10' 223 E 16'-115,-3" 332 (j 20'-20,,�,� 225 E 20'-9"9,-8" 334 H 10' � 0 6'-2" 11' 12'-2" 19 C 12'-2" 31 G 14'-8" 20 E 14'-8" 32 G 14'-1" 19 E 14'-1" 32 G 15'x" 20 E 11517T-- 32 G 19'-9" 22 E 19'-9" 35 � 11' O 12'-0" 21 11'-7" 30 14'-6" 23 14'-0" 32 13'-10' 23 13'x}" 31 15'-2" 23 14'-7" 32 H 19'-6" 25 18'-9" 34 � 5'-8" 11'-8"1'-6" 122 C 11'-811 331 G 14' 223 E 14'-113 332 G 13'-6" 223 E 13'-6 2 332 G 14'-9-"--- 223 E 14'-9 332 H 19'-0"8,-8" 226 E 19'-0"8,-0" 334 1 12' 12' �-1' �" H 3'-3" -9" 4'-0" s } ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NG ATTACHED FREESTANDING } MAKPOST 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. =^ MAX.COL I-- :)Q j I- I..L SPACING 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 0 (2) (g) � (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' 18'-0" 17 B 17'-8" 33 G 21'-8" 19 B 21'-4" 34 H 20'-9" 18 6 20'-4" 32 H 22'-8" 19 B 22'x" 35 I 29'-2" 20 C 28'-9" 37 K 5' O 17'-3 -:--:2—o 16'-6' 34 H 20'-10 21 20'-0" 36 K 20'-0" 21 19'-1" 34 I 1'-10 21 C 20'-10' 36 K 28'-2" 23 E 6'-10' -- M ^ 16'-4" 18 B 16'-2" 32 G 19'-9" 19 C 19'-7" 33 H 19'-0" 19 B 18'-8" 32 H 20'-8" 19 C 20'-4" 34 H 26' 8" 21 E 26'-3" 36 K 6 r 11 -4 6 5'-10" 20 15'-1' 33 H 19'-1" 22 18'-3" 35 I 18'-3" 21 C 171-6" 33 I 20'-0" 22 19'-1" 36 I 25'-9" 24 24'-7" 38 7 9,_9„ 7, 15'-2" 18 B 15'-0" 31 G 18'-4" 20 C 18'-1" 33 I i 19 C 17'-3" 31 G 19'-2" 20 C 18'-1 33 H 24'-8^ 22 E 24'-4" 35 , 14'-8' 21 0" 33 H 17'-8" 22 16'-10' 34 17'-0" 22 16'-2" 33 H 18'-6" 23 17'-8" 35 I 23-10' 25 22'-9" 37 J 8'-6" 8' 14'-3" 19 B 14'-1" 31 G 17'-2" 20 C 17'-0" 32 G 16'-6" 20 C 16'- " 30 G 18'-0" 20 C 17'-8" 33 G 23'- " 22 E 22'-9" 35 , 13-9 -r--1 C 13'-1" 32 23 15'-10' 34 H 5'=10" 22 15'-2" 32 H 17'-4' 23 16'-7 34 H 22'-3' 25 37 K DIN o J 7'-7" , 9 13'-6" 19 C 13'-3" 30 G 16'-3" 21 E 16'-0" 32 G 201 C 15'-3" 31 G 17'-0" 21 E 16'-8" 3 G 21'-1 23 E 21'-6" 34 9' 13'-0' 22 12'-4' 32 15'-8" 23 15'-0" 33 H 32 H 16'x" 24 15'-7" 34 H 21'-1" 26 36 K 10' 12'-912,-3 222 C 12'-711-9' 331 G 15'-4" 224 E 115'- 14'-2" :3::2, G E14' -63_7"331(j16' -15' -14=10'333H20' -20, -49-1336I106'-2" OR C 6'-10" 4'-10' 33 H N�9" -7"22415' -0"226E20' 11' 12'2" 20C12'-0"31 14'-8" 2132 H E3'-10" 3215'x 22E32H19'-9" 23E19'-6" 3511'-9' 8 2311'-3"31G14'-2" 24 13'-7" 32 13'-0" 31 4'-10" 24 14'-2" 33 19'-1" 27 18'-2" 35 IT T— 5'-8" 11'-811-3' 223 C 11'-610,-9' 331 (j 14'-113,-7" 224 E 13'-113-0" 332 �"{ 13'-63'-0" 224 E 13'-12-0" 332 H 14'-94-2" 2 25 E: :: 332 H 19'-0"8,-3" 24— 12' G Ll cv) 2 r, W 06 W U) N 00 rnM rn )w� uULu co W W M h MM U 0� Z � Q C'7 rn FESS Igyal S5.85.. � OF CAI�(� 03-03-15 DURALUM IAPMO 0195 ASSUMPTION AHJAPPROVAL REVISIONS MARK DATE anh oEsc,wno" 4 STEL J08 # 151071-1 UA t 3r31zo,s B MAP ' DKR A ACHED XUMANDI G BEAM SPANS, E,0 pS_F L MPH SH - 35 35 OF 50 SHEETS I O O P O W O O 1. � i • 10 PSF L.L. — 120 MPH 10 PSF L.L. — 110 MPH �IO OD CO � I i D o e 0 0 (^ v J Q _ U) 00 -n n v V 00 Cfl ZD p � V I � IL r i I I I O O m o O n m O Z D � =-'Nn. 00 N V r p yn. VIE? U)> C e00) N o w r v yn. r" 0� r"r" N V O� r" CO 4 ,. ws C N Q vtr�47rv�4�r � r � SAN CLEMENTE, CA 92672 O z 0� z 0 Q - z �'' - "i z 0 vWLir (n n = m s^ d T= r m N � p (O 00 V q Ul TRIBUTARY N � p cD OJ �I q CJl TRIBUTARY N � p (0 OD V Q) U1 TRIBUTARY < � _ - WIDTH _ WIDTH _ x - WIDTH m � N O 1� N N N N W �- N �, N V r- N CO r W v,v N 1� N N N N V (D N L lQ � O N r N W �- O V r" (OO r" Nom. NW N -k N� W NW Nr a NN a wb fin. NW NOD NW W NW N a NN WvNW W NW N a NN w0 Dm O � N , _� a V (O N j �, V t0 N V O N Z-� � lvm ' L7 N NA N NA N NA N Nw N NN N NN N� �Z Z Nw NN NN NN N� N� NO N Np �Z� r') W W O N° _OZ OD V V m .101- CT CT A t P 0 O O 07 CII CT A W W �-- �: — _a Q -O� m m m m m m rn rn �u�iz mmmmmmmm 403 mmmmmmmm �03 0 mom• m�Z m�Z N) C, �i i X , co Q NO N N N N N W N N N W N N N N N W r" r V r" CO I" N In � (e •D O r � r - N W � V (O N -: N W �Nj, ,- V f0 N �� CO_Oe Owa N Nw A a _ �N O N� N� N NW N� CT NN V a WO 0 fin• A NO NO NO N N� W NW a N� 0 a NN OD WO �nV D A (nA �— b a �''� Z � v'n� T ,-gzo,- a A- v�1 ZZO v�� y N aw aw OR y r w wrn w wrn w wcn w wcn w wrn aw wrn aw wV w AW �z� v L 2 C w wrn wrn wcn w wcn w� w wcn w wcn w wrn ^, ,z'� � w wrn w wrn w wcn w wcn w w C. 'w) w www n W Z mm X0O rn � rn J 10- � o o v� i 0 0 � � rn � J � v i rn cn cn A A cn rn rn i m < 71, 409 0 � �v�iz � m -� • — e T. T. T. m � M-1. S?e(n n N � O p � TRIBUTARY Q -.i O � TRIBUTARY N � � TRIBUTARY WIDTH WIDTH - _ _ - WIDTH 10 PSF L.L. — 130 MPH 10 PSF L.L. — 120 MPH 10 PSF L.L. — 110 MPH �IO OD CO � W � (^ v J Q _ U) 00 -n n v V 00 Cfl ZD p � V 00 cp n m O Z D � =-'Nn. 00 N V r p yn. VIE? U)> C 00 N o w r v yn. r" 0� r"r" N V O� r" CO 4 ,. ws C N Q vtr�47rv�4�r � r � SAN CLEMENTE, CA 92672 O z 0� z 0 Q - z �'' - "i z 0 vWLir (n n = m s^ d T= r m N � p (O 00 V q Ul TRIBUTARY N � p cD OJ �I q CJl TRIBUTARY N � p (0 OD V Q) U1 TRIBUTARY < � _ - WIDTH _ WIDTH _ - WIDTH m � N O 1� N N N N W �- N �, N V r- N CO r W v,v N 1� N N N N V (D N L lQ � O N r N W �- O V r" (OO r" Nom. NW N -k N� W NW Nr a NN a wb fin. NW NOD NW W NW N a NN WvNW W NW N a NN w0 Dm O � N , _� a V (O N j �, V t0 N V O N Z-� � lvm ' L7 N NA N NA N NA N Nw N NN N NN N� �Z Z Nw NN NN NN N� N� NO N Np �Z� r') W W O N° _OZ OD V V m .101- CT CT A t P 0 O O 07 CII CT A W W �-- �: — _a Q -O� m m m m m m rn rn �u�iz mmmmmmmm 403 mmmmmmmm �03 mom• m�Z m�Z N) C, �i i X , co Q NO N N N N N W N N N W N N N N N W r" r V r" CO I" N In � (e •D O r � r - N W � V (O N -: N W �Nj, ,- V f0 N �� CO_Oe Owa N Nw A a _ �N O N� N� N NW N� CT NN V a WO 0 fin• A NO NO NO N N� W NW a N� 0 a NN OD WO �nV D A (nA �— b a �''� Z � v'n� T ,-gzo,- a A- v�1 ZZO v�� y N aw aw OR y r w wrn w wrn w wcn w wcn w wrn aw wrn aw wV w AW �z� v L 2 C w wrn wrn wcn w wcn w� w wcn w wcn w wrn ^, ,z'� � w wrn w wrn w wcn w wcn w w C. 'w) w www n W Z mm X0O rn � rn J 10- � o o v� i 0 0 � � rn � J � v i rn cn cn A A cn rn rn i m < 71, 409 0 � �v�iz � m -� • — T. T. T. m � M-1. S?e(n n N � O p � TRIBUTARY Q -.i O � TRIBUTARY N � � TRIBUTARY WIDTH WIDTH - _ _ - WIDTH (^ v J Q _ U) 00 -n n v a �G rWt7/sT D� �� n m O U)> C o 2 g, TC�ENG/NEER/NG o w -Km< ; cn�; c� � o w w 109 E ESCALONE$ N W Q n z �' N � r � SAN CLEMENTE, CA 92672 z 0� z �'' 949.388.9333 FAX 949.388.3773 = m s^ d