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10896 (PAT)Building Address 51-865 RUBIO MICBELET BAPTISTE P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Mailing Address SAME CityZip Tel. LA QUINTA J92253 Contractor AIRFLO ALUM AWNING CO Address 131 oo CREN SHAW BLVD City Zi TeC: GARD.ENA'- 0249 575-2558 State Lic.,':. City &Classif.'2321:1.1 B Lic.# 2030 Arch., Engr., Designer Address I Tel. City(Zip I State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 oftheBusy'��ess andPro essions Code,'and my license is in full force and effect. ♦ - i & �.3 SIGNATURE DATE —y OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rile a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of 'Division 3 of the Business and Professions Code, or that. he 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 rive hundred dollars.($500). O 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -budder wig have the burden or proving that he did not build or improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that 'I have a certificate of consent to self -insure, or certificate of Worker's Compensation Insurance, or a certifiedcopy thereof. (Sec. 3800, Labor Code.), Poliyy No.� Company �+{' •fit 1A�Ccpy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATIONINSURANCE (This section need not be completed ff the permit is for one hundred dollars ($100) valuation or less.) I certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 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 the above-. mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING: TYPE CONST A.P. Number No. 14896 OCC: GRP. Legal Description Project Description PATIO COVER I . C . B . O . 2138P 10, R 15' Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation 1,750 PERMIT AMOUNT .Plan Chk. Dep. Plan Chk. Bal. CS �� Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure' V{.%dxcl::i.&W'.or`t.S )YALui • 4 45,20' TOTAL 4 • ZU A REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from.Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SO. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET n YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1V4 c SEWAGE DISPOSAL LUMBER GR. SO.FT.GAR ® 3Yic HOUSE SEWER FRAMING FINAL INSP. GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GRe UMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE G rnROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS VA Q" SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE p FOUND. REINF. ' t) o GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL ilG GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING ' FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL NAME ADDRESS circ 117-1 till 11 _ ~+i 1 mss'.✓ i v .� •4L virl, I�i9�T/d Co v�"/1 y'\ �ag� S7�ucTUR� 'EI? POSf SPACING,1 2/10..FDe WCBtAM5URI b/Io FO[ 10" This deck 1.9 not designed Yor .convantzWtod loaQs, such as foot -traffic. DO'. NOT'WALK . S.TANU..OR' KNEEL .ON IT. All''erection to, be.' One ible la era or scaffglds. 'Xo c>TeE✓,Nty(+�iP Gai.•/. ofnK Py�FJClc1c{IOIJ) D' lit. Kms( -RY�to -vprot;F I4o"-e9--r-)7,e04 �tloJe Fitt/n9 � _ �„ t' u or J I �ht 7�rn� t POST 9A -7,-,"17;1N4 *ANCHOR BOLT PROVIDE SELF L_ _ DRILLING ANCHOR, b"mANCHORP*THESE FOOTINGS TO BE BOLTS IN CONCRETE OR EQUAL USED FOR '1 e b °a' -"'-- 1` NO SLAG TO PROVIDE UPLIFT OF .5000 AFTACHED ROOFS- ONLY UiveeoOwrwmStwe (tl,:s f;a may be )sed -:or Aifher PER ANCHOR. FixJr/NG aErA//s aEtdcheAl F.e.stc.nul q -rear s. ) 'RAFTER CLIP e L II44x/%4x.083 N M xo' 3" ALUM. ALLOY 3004-H36 (2) )IO-TEKS AT EA. PANEL (24"O. C. ). TOP a BOTTOM RAFTER 1 CLIP [PA70 TIO PATIO COVERALLOW } PROJECTION OVERHANG N 08L1 4 062 TYP. 030 _M .329 N / 500 (W OF COVER ULLCED 30° ONG WP .164 R. 5. 3 A, 625. 1/4"WOG1D SCREW AT WOG10 .25 m CLI P/PEA. ' FASCIA SEE TABLE FOR WALL RAIL RIDGE O SIZE a SPACING to� I 3/8"LAG AT STUDS 2%ZLONG 1.606 p 3B' SEE TABLE FOR SPACING 750 0 .787 ALTERNATE DIRECTION OF I'll WALL RAIL ELEMENT i( EX/ST/NG WALL (AT MASONRY OR UNEVEN WALLS D, L, I I88 toi TRUE UP WALL SURFACE WITH DIA. BOLTED LEDGER AS REOD.) VARIES) "IO -SCREW EA. TROUGH H4NGER''4" -0l0- REAR WALL CONNECT/ON I.I24 HANGER "B" FOR ALL OTHER INFORMATION SEE NOTES, ON HANGER _ A 0 h �X7RUOL0 f,�riABN , Rocs /DOM�� q FtvrW>: FaJQA AY1 I GENERAL NOTES 1. See Sheet ,2 for tables showing loading conditions and fulI- f Slling strut tural items: A. Roof Projection, B. Roof Panel Thickness, C. ¢ave Overhang Allowable,, D. Post Sizes, E. Post Spacing, F. Set Back Beam, G. Footing Size,. 2. Plot plan to be supplied for each installation. 3. The roof shall be located such that light and air to habitable rooms will not be reduced below legal requirements, location shall not encroach on legal yard re. trIct ions. 4. Roofs built by this design may have ancl0a Ing valla of open mesh flyscreen or .125" plastic installed in easily removable frames (transparent or translucent). 5. Prior to i%auence of a permit to build, all dimensions, member sizes and footing sizes and type shall be shown for the particular roof to be installed. 6. Wind •and uplift design fulfills the requirement per Table 49 of U.B.C., 7.5 PSP uplift on patio cover not more than 10 PSF horizontal wind on the intercepted area. Canopy roofs which are designed to support live loads in axcase of 10 PSF. Provide for 15 PSF horizontal load on the intercepted area with an additional 25% for uplift. 7. Material Requirements: a. Aluminum Association manual Specifications and Procedures are used herewith for all materials and specifications for aluminum. b.Formed sheet to be 3004H36 aluminum or approved equal. c. Extrusion%, except base fittings, to .be 6063T6. d. Base fitting to be 6061T6. .e. Concrete to be standard 2,000 PSP at 28 days. Footing bearingis based on soil pressures which do not exceed 1,000 PSF. 8. Patio cover roofs and sunshelter roofs which have post loads at tops of footing not to exceed 750/, post may rest on slab of good quality concrete, subject to approval by the Building Inspector for each installation. See Sheet 4 of 10. 9. The use of this structure is limited to patio cover% and enclosures under Chapter 49 of the UBC appendix. 10. Aluminum in contact with steel shall be painted with "Jones - Dabney" Zinc -Rich 392-151 paint or approved equal. 11. Patio coversmay be installed as accessories to Group m, Group R, Division 3, or to single dwelling units in Group R, Division 1 occupancies. 12. All post spacings for all attached and freestanding patio covers are shown in the fascia.and set -back beam tables on Sheets 2 and 4. 13. Concrete anchors shall be Phillips Red Head 1/4" dia. X 1-1/16" concrete embedment with a pull-out value - 270, without special inspection per I.C.B.O. E.S. R. R., 1372 or Hl Iti Kwik -Bolt 1/4" diameter X 2" concrete embedment witha pull-out value . 2909 without special inspection per I. C. B.O. E.S. R.R., 2156. THIS DECK IS NOT DESIGNED FOR CONCENTRATED LOADS SUCH AS FOOT TRAFFIC. DO NOT WALK. STAND OR KNFE ON ITS ALL ERECTION TO DE DONE FROM LADDERS OR SCAFFOLDS. I t $` n 1 Ott f6lnr�n .� - mak' Jia• 1� .. , .awA• A/.�bh�i7.strL �I h1 .070 B7J'R , DATE fX,>sti�o i I JAMES M. PDX. [[ a14 F AT:TACMED& FREESTANDG 2m � FOX ENGINEERING INC. ALUA ONC.PATfO R.QOF F.,c 389D KI E E JAMES M. FOX, STRUCTURAL ENGINEERJAMES G. FOX.ORT STRUCTURES �.E3 '.W. TI CH 4 6�/ JAMES G. FOX, CIVIL ENGINEER' 213 -BOB -1337 213-827.2800 7.1'] C2 1.12• c.c. X , IDA eTC 8080 TELEGRAPH RD. DOWNEV, CALIF. 80240 FAX 213.927-2808 Usr�isyara:luo ✓�� va✓i� a¢,r v1pp1 ESSIOIG,� 3` r 40 � xAs1 6 C1 VP�pa� "or ryt5 a .� 14S 1 to 'S .. Off, w a -moi, 9'C,STFPb V ,y�OHAL �w �? g`s�rc'FF�EriETvys �FTO i ocETtEnT rr . ja Off 0 aF ` \ 1 ROOF LIVE LOAD 10,20,.30 & 40ast �o °fNEojFSS/O 527: ✓`IMPS ni. F0� 1101.2 C'RENSHAW BOUCEYARD -'BOX 142,7' :GARDtkA,..CAL.I.FORNIA 9D.24•9. III Q. 01'3')' 329=6335' % (113) .32.1-6611 SWEET 7:90 logy w.0 eda _ I M N' N Ly /icnon �` Si>bch bent or,. Rao NOTE: SEE SHEET 5 F x USE OF SETBACK BEAM AND SE7 BACK BC.4/'7 D/AGFAM SAFETY STAKEOR 3-1/2" 560-1,11V THRU THICK CONCRETE SLAB (IN SE7BAcA-BE4M PLACE OF FOOTING). (6063 76 A/rdn.riem) err ex -1/sr a.SetSwcr de.w O!/GgNANb /o• Ovev A-144 ?'dP- 0 OVG JAW MArwnCbas JpwciwMPsj. Sowc�v/-J,vsw'Okor SLlrciw-(,.• ) FwsMavnrr°A R• Lu frd SavrIF wCQt1LuS&e_;5 Di/ Crd C/r ry rNO' 7-18* 9' JrwrGif a 0 0leo 240 t u^ ? ' Ld01 I IS td 2 2 240 25"s ./C 25 2d TL L24 U' ❑5 /a • .a • • r.n� ,.a .. .. .. . - 21 . P9°I PfII l.5 IL2 PIA Pi9299 P9A 290 P: .• 21AllAa Ida IIA PIA tIG 216 216 216 T4 r•• IAA ISO IIV 9 sriuiilvo mirJet srrwrTvlmr.°en -j= wn,Awwr 4AJvImorlw : F•REESTAN r)I N G PATIO Rtocr-sol UM N5 F 67CtD,SDezJIl9'r17F77Cfl�F'FY��I D1r2tf717OOmmrs®r.7LF77rtL16nr.7007 /Oadpe� FMF=A ®t•^�67FFZ m7R7T�m],7F�h7FE rnm a1'"il rin ommm sr:,� Cam®mraoorn®r-� mr�am►nm� a�]rrsFommms77n Sofr/y. FiTalzm®®r-T�®m®Im�maam®F�m 7r=_TZ TLFEt!•F' L�mJIf:II�JFi7�®EZ 73mrI.!1Fmm1KFlF7nszf7lP)>O farnrmrrn®®rlmrm� n�nmr,,®mmeaFm®�m�7��®m=m.�mr.�fmraa 20 M-slrl E�u7�®®mom*-^r^•®F�n>1sa�Irmmorm�rsz EU112 1111M znr�r�ss>/maflraFsnOsr�amaFlrmrnm orr�rnrraoonanlrv��z .. :v lnrini`TL[�rrnlZ7umEz� BG • W73173I fr!1�IlJA+J©sJJmrsi2mm I Tin ®WEE-rm=mm���EZ� 4'-0" mrmrnrrnmrr�rm a�'r�r�aa®mmm�ra®m�®®©mr�a:�war2rzl 3¢1.9n aOrsimrclJvm 1aLnr231M00 rs�f c�IISJrEIrFfsmrlrmnzurr�r/raF�rt�rms�rrLruz�.zna�. ,jri7JE�CIIi�R7tS7RP7i7Ri77QJ1f37®m7�i�©¢77)I®¢ I_211 n�l.011 mn/mrr 1=Fm;m .. ®vnrmwr1wHrr3�Fnmvvsnromm ¢,mra� vzammrnrrFrilnvivrvs+>r�®m�nminwnm¢ 7�cvurr��mrra°rrvmnrzf� "mr.nmmm FmmrI Uwm Emw& 1mm®®����FS'J©m�J®®®� r>.rrllnrJnrflrl manraz.szrasp9m>mlraarnLsrrLrman►rners.Yarmrmrnsnrsarsnanm 4'-O" mrtnv-] rnrtr]rnrtnrsnrn�rrnsrmv rrsrrrr,FmFrrrarrsno rmvE��rLn�rmrmrtFarrrar.�!rrria �i�mmnflv�m..m mrnssFrsrrmar]�rsn�va�]snrflmr7]�m llrlmMn7A®Vn__ mWn mrz37►mar9®®F�®�sAs7Ffn®fff2v1 rnmmmarmrss3rr,.rs�®onsnczFm►rfmJ®®ter I7TV rsrftnsn rrnrr;Jrts2mrts�sr.�rrrJrncnrr2Dc^rr.ILCJ/IIJ Rfa Wim®IOJ.�J7 m rOPir!l316'7 msnr:ntaJrtnm�lrt-u®®rnc�Enr�l®®vnrmr:� m�Ei nr. Y71�]YQ761Ea m�sn�L/n1 a7sZlr•�rF_TiznF6�Fm®rFF1frC1Fi3►1?ir �rmm,I77�mmmm7Q rlflvvmvrrnirsnmcnsririJrrJm® �rlrsrTrnFnm®n s�mrr:lrsnrmw m�irarrsarrhrs�Fzsrdsrr�arlssssJmv�vy�rz»�c�v mmrnrcwrrna7]mrin�>acS7QF�mrmmlm- 1- 11 II � � 25''-0 7vpi7 r7rs:�avnvs2me �.1i71R9Z_70731rIAiTIC T�rS]FI17437A71t'ElIf37FSf.'¢'1: �IiIII��m�m�mlumm�mmm� :mrmmumm y. Dr3!iF�r9rElv:l im m� € i slDnmlfcr�mnr�frslcr.]rmrmr�nrcnrm®• 'nrmrF:.asz :c-fctavarra:�ucar�ev �t� sriuiilvo mirJet srrwrTvlmr.°en -j= wn,Awwr 4AJvImorlw : F•REESTAN r)I N G PATIO Rtocr-sol UM N5 F f..f. LvsUrr /Oadpe� � ,ti AJsn Moan/ L� Fan`oi rf A r Sofr/y. /o /or°• 70 . 20 M-slrl 4,9 O. 30 30.0- 1 60' 40 40•91n BG • EXIST. HAFTER ALLOW' OVERHANG 5'500" Loc LMN OwTw SIZE SPACING IO p sf, 20p.; 30p,; 40psf .5G6'".434"e50' .290" I Cd e^- r�•.uo --_._ t/E'a eer.,r.r: Z-/fir:�}-�DJrgifsrid/) 2 X 4 iL 260 I cb/.,.,o:r-z:r..ow�iiFULL %`0 C: 24'' 14" 13' 1 2� I Larir/fo�3 -x yq." 6 b.alt <dumn E• z�. z- t/2J .T/er/. OR ti ea. +rough 2 < 6 Sra99 D32 ,ego o - - ,- �edw NOTCFI. 4 O.C. 13 11' 9" $. • e - a�,ee.•d 2 X 6. ai a edernn < rr be �.,_r�d.r I4 „ 4 0. e. 30' 24' 2r 19-' R of f/.t J,erc,v.� of �o/urr. tj and //ir r lJ L. L _O' >i/eaP.i v/ lYrr Ai -o >e -4 of 10et 2 X 8 N. t N ofs'o/um G..of h�ranc dr A o COcuww ;4 • ' 6ocuMN E- a> .,... ry tcJ�r�rset Ji . 1 2 X 8 F. 24 °p.c, 42" 40• 471_97 3 2" v Intl el.&...rr/er,.e.r /�sn.i2oeNlGAtf eo crag eleNumn `D. -ops >Ae III/ e.r 1.74Ifwf/tr.�rp lav*, /qf EXIST. EAVE- FASTENER TABLE 2 III/ rr/unn Ott fAi tart dyrly. .250•'.- _ - LC%DOFSTFUCTAd9E.DA7A••.G0Jre3t7•UNDERF.r3uA_C1�rsEAr - LIVE RAFTER CLIP(S) FASTENER TO Ex7auar0.lS.Tde� A_.e„°Fo_./s.>r�.. TO FA CIA R. EXISTING OR NEW Ds a P> >�r .t.• aa, LOAD toAo trnr. rPr 'r w: ,€ p.s C RAFT6A RAFT AT m X . I / 719' 9 /e'drr 24o•c. -FASCIA BOARD ONE S,bE I ONE SIDE lilo 10 K 31,f" wo0osc-PAW J•' 10 I EA RAFT I EA RAFT AT 6" O.C. INTO .los" 1r)o . 00. 737'Ix F- s re ASCI ►, ,MIN. 2' J na ONE SIDE rf 111 % " _ffy SECTioN TNRu SET 7 66AM 20 EA SIDE AT ' Woo 0.6W von T6 AI.LLMI LLM EA RAfT EA RAFT AT C SCIA, I� F SCIA, MlM NpL f NG/' rot ' 1 • „r r..., �'1F i`', r NvS�J ff _ yEsl!: •,� !' %>` "�' ° NOTE: BOTH SETBACK BEAMS SHOWN SHALL BE USED .4�0'ler1E 41_ •..yys- �/ , �p`;4•,•1ir:4. `\E )l -WITH TABLE ABOVE FOR ATTACHED STRUCTURES. a^[IY • t 'Ji'Fc ) "`' i f, _ REFER TO TABLE AT BOTTOM -RIGHT OF THIS `D+� SHEET FOR FREESTANDING STRUCTURES. a\I`4� \`' I. 9 i ,/!, S/Ok6l i�.�+'•' f _.. • •t'c�..` � / i } This deck is not designed for concentrated lii l`✓ loads, such as foot -traffic. DO NOT WALK. STAND OR KNEEL ON IT. ! All erection [o be done from ladders ^rr or scaffolds. : F•REESTAN r)I N G PATIO Rtocr-sol UM N5 F I NJ G,:-7 _ -�o M.PM• . L.LrIDOL-I.5P,S.F.LL.=10 r)LzIFraF ( INr) = to L.L.=20 LIVE -LOAD 10, 20,30 & 40 psi AIRFLO ALUMINUM AWNINGS COMPANY 13012 Crenshaw Boulevard - Box 1427 G.rdena Calii'ornia 90249 (213) 329-6335/ (213) 321-0611 A r (° ;l3 MN(IMUM faJTWC4 MAXIMUM FwTING MAXIMUM = C v,7EF6,1Jul rilzE P TC;IPAI�� ralra.rrr� a 0rm"mr�m+marrsa�rirar��riQm®®® 0RATIIO.C. 25-0" f-d"fr..18 25'-d' 4`31' 25'-0" 4'-0" 25'-0" 4'-d INTO " 34G �TKI r_,r. Tae -o" . ®WEE-rm=mm���EZ� 4'-0" 4,('-0" 25'-0' 3¢1.9n 4'-0^ ..ZS'_OII I_211 n�l.011 /215'-d' ,G-J'-�u IEIi�mOmf FM"- mlm■ ® ' 25 d' 4'-0" 21L& --J,JII 25'-0" �•,.. ���m©��� 4'-O" r�•,.�il�� �AIImlmml•7F3i[/i.:rV��r`!J•F7 J ®® a]FII7m ffFi�i�mta/Q'rfafm� m�Ei nr. Y71�]YQ761Ea �mmOFf=IS1Nm E 2-A FASCIA.41w naz�rst�rrim•¢n®�m��¢::o-eruimm� 71A.i�r!•7�PF�IP]L ILAIbiICFIIISl IiC21ir11GPI rr11®M T7rmrr.Fa►s�rF3Jr/I1rfAr7Jrski6FiffF7rl31riFim� 1- 11 II � � 25''-0 - .� Yt 9'�7� �jjj�9EJm� :mrmmumm y. 4 -3 € i slDnmlfcr�mnr�frslcr.]rmrmr�nrcnrm®• 'nrmrF:.asz :c-fctavarra:�ucar�ev �t� /Ia��I�m7if 6J16Ii�JI-L 7�1 fLFI�FJm FZ�rS] ��mmm�GZ!■mall" ���L�mF� •FfYI• 4' -ca" 22'-0" 4'-9" 22'-0" wmzm €]rz�����oo�irrer�ar¢�rtn�az��r�Ys>,aa�es snzn�Fn y� rca.rerxrrr'urm.. rrrnAr® 4' - 411 22'-01' 2'- O" rua�momC<arasmuu r 4'_&II 19'_011 4' -Gln 19'-f%' 4'-0' 19'-011 0®Off®� In]cR7r=7i &l I rsr.n" r•SnL�iaJrf•nr.,�c�it]rirc'xi►Farss7rsslrs3-yr�cn•Jr:° ��i7AL9r771S7 FY�Yi7®131 I!L'Jmlmr7mf7� 7fJmlmmmQ�r7���r1(!•6�ii�STUD :. m��Ar>trassa �WALL MASONRY WbU 'OR Tom FJ®®�"1IIYJ II.Gi R7i �J L7:16771iF] ►l'A � 6Z] �� '"' FTJtI�7�5[r== fmC![IYJf7fZ3GI.7CdOF7 . . F �mrrirrvsrcLv��m�cn►mrmmnrmn® - NOTE RooF SLOPE FOR Y FKE.ESTAfjr)W � 7_.n WArJ�rm F.Linrmcnr/rrr rnm, rnlnc3 am�>1F:,®ILdkNILiL:.ri1Il.F11/'FIr7►7riZ:I!-I,]�DI �. .> .'���1rr.JCart�-'�7 • ��Omr��� rr-S$r•'�ra r.'I r'a�.Y:Tn rn1.i������ r/�r.1♦rlrar��F,�� •J�Iru�Di!•Fi� • ° !VF]r/liR'>seI!-i777-0L'�tl:F�riZlrlr.�d rI-./.Lt51 r�T.7iCLF1rU.1 �rn►�rriQorm►�fcnmr€tcfrsnre.LTrn>7oter® /:r.1 �[j r);]�..'�jj7 „- / aINFAE M �C'lmm[i�(7J����F•JrJifs FT_MiS7tm�Q� rzn�f[z�smrvmmrnrvslrr:rfsnst2rt�Jm� �a:>ta�Fsr�nnm:rkrmrr•.eva�rrmvrs7rt��l� r,r, rr�Ie�]Cnra;�m,:rn ,. - IF➢�iiF3(��© E�mmramF�caJ�mnuan F.DMmmmRf•Mi] ENIMINEEM - �®F�rs�r�lEnmr/sntJ�a�tm�mn7mmca am®rs»��z•7ct-7mrzarsFn€slar+rFc�rsn�s�r mlr�n>il�arrm�a rzvoumml�inu�s,umFs�® Ca�a»�rsr�mFnr�r�a�!rmrsFlrF La���ra]cnmr�]rFs)D:rt:.vSTrFsa� r.: ��n��,7r� O�YR�E�2� �n�mmF�C1'J��C•�u�1r - C�inQEJ�� - •e uQZLr mrr) wrnr."vTAr�renIrmFACIfinem�I� �faF&777�r��mmm®fll�1.S3I�I1 Cr�F»®rmmrs�cirnarcrtac+martnmns m.+ .rsc urt�ruJtnsrL ranrnrnr.�ez>•c7F�r�rir�►�rrr2® �mfrstas:>�rmrsircici�rrr-Imt:rcum ffAz Baa®El�IIZIFdM"mmCIr �a " 9wFffjrrr�® nrar2�rmci€mcsra9rrnm�wm1FE0cua �m►o�C7�rnrt]cs€rs+,rlursnfrs>t�.ou�o ala �J�'�mi17Ii.I®ta67.lmm]�7.1F�7 ��11711IF7CTllIfl7l71F.1:C3I.7r-3f•7C•i��Ci30C�LlO rC'm�rr�c]:>t�7r7 rnr�mmrn®/.TJlrir�rlL�t1� _ ., 1 NpL f NG/' rot ' 1 • „r r..., �'1F i`', r NvS�J ff _ yEsl!: •,� !' %>` "�' ° NOTE: BOTH SETBACK BEAMS SHOWN SHALL BE USED .4�0'ler1E 41_ •..yys- �/ , �p`;4•,•1ir:4. `\E )l -WITH TABLE ABOVE FOR ATTACHED STRUCTURES. a^[IY • t 'Ji'Fc ) "`' i f, _ REFER TO TABLE AT BOTTOM -RIGHT OF THIS `D+� SHEET FOR FREESTANDING STRUCTURES. a\I`4� \`' I. 9 i ,/!, S/Ok6l i�.�+'•' f _.. • •t'c�..` � / i } This deck is not designed for concentrated lii l`✓ loads, such as foot -traffic. DO NOT WALK. STAND OR KNEEL ON IT. ! All erection [o be done from ladders ^rr or scaffolds. 7- MIN, PENETRATION z MIN• EM AT 16',NILTt,:.. - 7- - POST: 10 Pg, F. 30. L71-z.Lr I UpdoMd 39/'9Z FCR F3EION-f 4l'-II°h•jAX-, tSaf:..2Ltem 9TC1 piP6.a+c212R. fa!''X �'� �m'k'T. lu2,E:' R•r,t3t7C .Bird -*-nom FOV, 9F IGHT 6'-0" oR CoeEATER, LV-A.5'0-IrD: Rev/a-7-7GLf, -_PIPIT eR .. .. .. . -- Z8-//-76 6, +rz •Jr sr -l.L•-AO-P.6.F.. I�yg.:glF':�1TD:'fiPEeK 3"�.JQ. Q : F•REESTAN r)I N G PATIO Rtocr-sol UM N5 F I NJ G,:-7 _ -�o M.PM• . L.LrIDOL-I.5P,S.F.LL.=10 r)LzIFraF ( INr) = to L.L.=20 LIVE -LOAD 10, 20,30 & 40 psi AIRFLO ALUMINUM AWNINGS COMPANY 13012 Crenshaw Boulevard - Box 1427 G.rdena Calii'ornia 90249 (213) 329-6335/ (213) 321-0611 Joe NO (° ;l3 MN(IMUM faJTWC4 MAXIMUM FwTING MAXIMUM = C v,7EF6,1Jul rilzE P TC;IPAI�� �fl G MAXIHUP1 riocmN(o MAXIMUM Foonr1G eiIZE T 1tdCa SIZE PST G SIzE -O" 25-0" f-d"fr..18 25'-d' 4`31' 25'-0" 4'-0" 25'-0" 4'-d 25' -OI' " 34G �TKI r_,r. Tae -o" . 4' 3' 25' o" 4'-0" 7- MIN, PENETRATION z MIN• EM AT 16',NILTt,:.. - 7- - POST: 10 Pg, F. 30. L71-z.Lr I UpdoMd 39/'9Z FCR F3EION-f 4l'-II°h•jAX-, tSaf:..2Ltem 9TC1 piP6.a+c212R. fa!''X �'� �m'k'T. lu2,E:' R•r,t3t7C .Bird -*-nom FOV, 9F IGHT 6'-0" oR CoeEATER, LV-A.5'0-IrD: Rev/a-7-7GLf, -_PIPIT eR .. .. .. . -- Z8-//-76 6, +rz •Jr sr -l.L•-AO-P.6.F.. I�yg.:glF':�1TD:'fiPEeK 3"�.JQ. Q : F•REESTAN r)I N G PATIO Rtocr-sol UM N5 F I NJ G,:-7 _ -�o M.PM• . L.LrIDOL-I.5P,S.F.LL.=10 r)LzIFraF ( INr) = to L.L.=20 LIVE -LOAD 10, 20,30 & 40 psi AIRFLO ALUMINUM AWNINGS COMPANY 13012 Crenshaw Boulevard - Box 1427 G.rdena Calii'ornia 90249 (213) 329-6335/ (213) 321-0611 Joe NO (° ;l3 MN(IMUM faJTWC4 MAXIMUM FwTING MAXIMUM = C v,7EF6,1Jul rilzE P TC;IPAI�� �fl G MAXIHUP1 riocmN(o MAXIMUM Foonr1G eiIZE T 1tdCa SIZE PST G SIzE -O" 25-0" f-d"fr..18 25'-d' 4`31' 25'-0" 4'-0" 25'-0" 4'-d 25' -OI' SI -911 -o" 25 0° '4'-0" 2x5-0" 4' 3' 25' o" 4'-0" 4,('-0" 25'-0' 3¢1.9n 4'-0^ ..ZS'_OII I_211 n�l.011 /215'-d' ,G-J'-�u Y_�'I 9'-0" 25 d' 4'-0" 21L& --J,JII 25'-0" /�11_�N T'-�" ZS' -O" 4'-O" i 8o M. P,. H. (WINn = 13 PAF) I -d' r,A I 11 I 2h'- 4 -� 25'� 1- 11 II � � 25''-0 1 II 11 4 -� 25'-0 ' 4 - 4-` ZS -o 4 -3 6-0" 24'•0" 4'-�" 24-0" 4'-9" 24'-0" 4' -Co" 24'-o'I 4'- 4" Z4' -c," 41- II 4' -ca" 22'-0" 4'-9" 22'-0" 4'-6D' 2[721'-0" 4' - 411 22'-01' 2'- O" 4'_&II 19'_011 4' -Gln 19'-f%' 4'-0' 19'-011 'T'-41' NOTE RooF SLOPE FOR Y FKE.ESTAfjr)W � _i - r ILJv 'AE T/IBI.b AT l{FT. ' 9OTE: U9E. bf(TACHED FASCIA OPS'. •'JET BALK BEAM TABLE -0 05TAU•1 AG wMI. (PRoJE.GTION) , POyr cnE-• WD -iFAGINC7. ?NSE RT JPEC VAL_ : IrT I FC "0;1D ACi GALLS I� f7UT: N 7AP�LE FbR FREE5TAN0'Z_w' USE, ROOF PA N SECTION 'A' 1 C 80 EVALUATION sERVI CE INC. .REPORT NO.. 213BP ATTACHED 8 FREESTAND'G PATIO ROOF STRUCTURES I - -75 � F O•X ENGINEERING INC.ROOF L-�i JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX. CIVIL ENGINEER 8000 TELEGRAPH RD. DOWNEY. CALIF. - JAMES M. FOX. BE BIG LIVE -LOAD 10, 20,30 & 40 psi AIRFLO ALUMINUM AWNINGS COMPANY 13012 Crenshaw Boulevard - Box 1427 G.rdena Calii'ornia 90249 (213) 329-6335/ (213) 321-0611 Joe NO • none ® 3'8'90 K.K• +UNDATED -89-.1304 �/ 10 $MEET C.F. K 2 UPDATED JAMES G. FO%, C31su 4;.K R. N. T CJ+ANOE 5-71-st "X. I 2iPDA Er)