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0006-265 (PAT)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and .Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 3 24 C61 D03 D24 Mu /30/2( Signature. of Contractor= 40"V15-11-4 �f%ir, KW OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ') 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 (Ser.. 7044, RI Isint?cs R Pr!+foccionalo Code). ( ) I, as owner of the ,property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner d3 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 & policy no. are: Carrier STA:TI$ RMND Policy No. 003199-43 (This section need not be completed if the permit valuation is for $100.00 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, and agree that if I should become subject to the wo�ers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thosefprovisions,. Date: /1 / ;,� & • Applicant k xA`s�'x'r:ar fe'��i � �. y ��"f.�• .. A, Warning: Failure to secure WorkersCompensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 State laws relating to the building dY construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purpos S. Signature .(Owner/Agent)=Date 4.4 VO() BUILDING PERMIT PERMIT# DATE VALUATION LOT 00W -265A TRACT JOB SITE r ADDRESS APN 48.448 PASEO 7X''R.AW OWNER CONTRACTOR / DESIGNER / EN (NEER jot" J04ENEZ TOMYM. Y3A1MA u"0107r CO. 4€ -6481-)MO TARAZO 566 S'TMOWN DRPM, 1-kQC)WTA CA 92253 COSTA.WISA CA 9.2626 (114)979.5493 M4 4240 USE CSF P RMIT PXn0 .136 S.&AI.tfM.A'VOOD PATIO COVER 0t.80 06053)& 15 S.F. .ALUMAWOOD'BfiWIND& COVER (WWALL ARM:srl O POSTS) POR.CHIPATIO 336.00 8F 1 b'r,,EKA' ,= COSY' OF C"-C}iV' ERITC't'.t0M 4, .80 Pit:Jk M T' FRE &V i'Tv ARA PLKN C HRH 1 E 101-000-439-318 $46,80 CONSTRUCTION FRE 101-000.418-000 $72.00 SxIa01140 MOTION IES.• RMID 101.000.241.000 $.50 r r. C 019-1O'T,t+L COMFERUCM01T AND PLAN CHECK $.119.10 1223 PRE -PAID F]E:IiS $0.00 'C? 1.1L PHAMC FETES DUE NOW $11.9,30 / RECEIPT DATE �+ //B DATE FINALED INSPECTOR I'. s. �'� INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final � �f POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) Cony M. Ybarra Constr Co. _ 566 sturgeon Dr. PLOT PLAN Costa Mesa, CA 92626 NAME _ cl d GSA cJ �� '< ���Z P H o zf!l0� 637 SCTUS ADDRESSC�- TRACTIPARCEL MAP...-...._ ............._ r.:.::.:....._.__...:._..,:..: IAT ASSESSOR'S PARCEL NO. S a 1 1 n ow EXHIBIT "1" ARCHITECTURAL IMPROVEMENT APPLICATIO AND AGREEMENT DATE NAME (S) - ,,�Q/ �l %�'l �41 -7— (Pr-int) (P int) STREET ADDRESSQ LOCAL PHON 4� 35j OTHER PHONE REQUESTED IMPROVEMENT C'Rfi�'l X' i- So�� li /f!-�i•dioa�> C'd�/�/� eS '�_oIg- Ogg mew �Pi�s� Nv �� sus . • Approval is requested for the above improvement a_cording to the plans attached. We have attached two (2) sets 'of plans outlining the work to be done along with a complete description of the materials and colors to be used. If we are using a contractor(s), we enclose copies of the Contractor's License. .Attachments: ('1) Two copies of the Architectural Improvement Application. "(2) Two sets of plans with materials and colors to be used* Note: On.e set is for the management. office; the other set to be returned to you as "Approved". (3) Contractor's name and copy of contractor's license. (Not required if the improvement is under . $300.CO or if "Owner -Builder"). Cot) "'-:B c;,c,vr:eas oa: s d.ucts used :have read the Architectural Committee Rules and Guidelines: an .have furnished copies to all contractors to be engaged b:y. us and we agree to comply with those Rules and G,uidelineS.. We also understand that it is our responsibility to _nsure that our Contractor(s) 'comply 'with said Rules. We acknowledge that. Building Permits for home improvements may be' required by th.e City of' -La Quinta. The cost of permits, responsibility for obtaining them, and the subsequent inspections will be our .responsibility. In all cases we recognize the requirement to `:be in compliance with applicable building codes including, but not limited to, those adopted subsequent to the original. completion .and acceptance of our dwelling. ... R'ev.: 4'-96 .s+ Ot .. ,'- � _ • a ` - • • • � - _. - . - `� )i!�C��� -- •.. Illi �'' ��! • A ACH LA ICE PA 10 V RS l WIND SPEED -70 890 MPH) TABLE _A y _f • •ING 5 FOOTING SIZEWIND.q[IS FT•gII P . aM /Pu A2.•caKY/PANEL 7NIOQE35' •C I, - ,d`•" S POS SPRANG •• FOR ®IN►EF1ifBEAM/}�10ERB BEAM/HEADER • s stoma ��,3F7' a ter® •�� �� 5'l �4�? = m .. I� MIN. NO OF POSTS 0 EN4DSED . t s a�udo < i ... 0 Ym. • t •.� •a •Yr Ami .42Q H 112131411121314 Ioa lou •_ ' .• '-0' r 4,4 a• r I =5 12'-5 -11 20 23 28-9 12• 8.11 26 30 2 2 2 - 3 21-1- c-o a s .ffaf�, 5.0 ar.om ow r 11-I I' n=II B•2 20 23 2 5 II'll' 8'•2 26 10 2 2 2 - 7 2 - - s•s' i c +��• �d aaa ak 10'•0 • v m• 11= 111-4' 7=6 20 23 26- 1 r-a 7-6 27 31 2 - - - S 2 - - r•' a 5/, _ II•-0 ao ' 1041' 10.6 W4 2 - • 10'i' 6-11 2 21-1- .3 2 2 - •-,' •• S 1T•0 a •• 0V 9-9' 6.5 1 4 24.4 g:5• G= 27 0 3 2-- 4 3 3 2 1 tm nW[t o•IQ), (Q1�,v 13'-0'am D-2 9•I 3.6 9-1' 6.O' 28 32 3 2-- 4 3 3 2 1-r a • t; �,� 2 s S�Ya jOilA 14'-O'm m a: oa a ots 9I B•G' - 21 B-6 5'-7 28 32 3 2 - - 4 3 3 2 ,o-• a c s t - 6. a IS'-0' •' m 0a• - 9'•7 F- 0' 5'•321 •1' S-0' 5-3 28 32 3 2 - - 4 3 3 2 tra a T ,o ma IG'-0' nt zs s • x - - 5'-4 7'-7 5.O' 22 2I'-5 7-7. V-O' 29 33 3 2 - - S 3 3 2 ,r0' a T to /J 17.0' �• s oa - - 9'•1' T-2' 4'-8 22 - T-2' 4'-B 29 33 3 2 - - 5 3 3 2 ,[+s' a T , B•I 6-9' 4'-6 22 .25 -46'-9 4'6' 29 33 4 3 2 - 5 4 3 3 �r.v t t u aK,ouca 7' --.a{ 19'•0 ox - B'-7 6-5' 4'-7 22 25 15- 6'•5 a•p 29 37 4 '3 3 2 S 4 4 3 t•`a a s ,a b,Y W.D. o•n - 8'S' 6-2 4-I 22 26 19'-4 W-2' 4i• 29 34 4 3 1 6 4 4 3 n'-o 2 s ,a •,T- ,� 21.0 ax - - - - 8'-2 }-1 340' 23 26 I -II S'•q 3.1 30 34 4 2 G14 4 } ,a-a 2 '• ,a • vi a hot•• •m•u rOST twT[•rn•orm v[rrc.ur. m cu/orco ila000mwsn,a 8'•0 ac' m' m• ,s• 9=0 -3' 7.3' IS 20 2019' T•3' 23 27 2 2 21- 2 - - c'r a ,c. •/s , �L ol,•a \ 9'-0 m• or• • -7 6.7' 6'•7' 18 21 10'-40' 6'-7* '-71 24 27 •2 2 2 - 3 2 - - c'-Y a •a• Ix�'•r , nW.S ,pp � � 10.0 r m ' oas 9-3r; 0' 60' 18 21 17-0' 6.0 64 24 27 2 - - 3 2 - - T'•e' a/T •c[* s� a� so- '11' T-II 3=7 5=7' IS 21 IB•1' S'•7 S-7' 24 2B 2 2 - - 3 2 2 - 0,.ya ' s/T a 120' m• •' • oa• - 7-7' 5=2 S•2' 19 21 IT-7 52 5-2 25 28 3 2 - - 4 T 3 2 1'-0- a or /e IS O' at• 7.4 4'- 44 19 22 17.0 4'40 v 25 29 3 2 - - 4 3 3 2 i-s• a a �t ' 14-0' Oa• - - - •2 4'-6' 4=6 19 06-5 4'-G 4'-6 25 29 3 2 - - 4 3 3 2 ,li-c• a s - ASTM"ascslr• qL �� ♦ J IS-0' - - - - 6-11 4'-]' 4'-3' 19 22 I 4'-1 4'-T 25 29 2' - - 4 3 3 2 ,i-A' a 0rmr,_m O4w, • - 16=0' - - - - - 6'-9' 4'-0' 4'•O' 20 22 156' 4-O 4-0' 26 YJ. 3 2 - 5 J 3 2 tra a a :� r111., row tmm . '♦ [„•ILKt<prllaa, aimwo •,O,[ v I 0 - - - 6=7 3=10' 3=10 20 .23 ISI T•10 340 26 30 3 2 - - 5 3 3 2 u-•• [mr fwl •tT [wws, 4c s a c rwt . rrww ar T•at A- 4•rwrmcavarp A7TAC/EDRO0FED4VPE RATIO COVER - B- a m• at• aa, om m' 7-5 4.11 4.11 17 IS 17.1 4.11 411 22 25 2 2 - J 2 - - c'•r a - _ 5.0' om• ON K• an T• 1' 4'-5' 4'• 5' 17 19 IGi 41' 4'• 5 4--13121- 60 •/ a • . • 22 25 2 2 2 - 3 2 - - c=s• : as • • aca alar ' IPO 's Door KA on - 9•9 4'-f• 4-1• 17 20 15L a-I 4'•I 23 26 2 - - - 312 - - >:c• 2- s/T S r�aow �rR i eT ""-TT m s I T O aa• 02• an w x a-- 6-6 S-9 3.9 17 20 I S-9' •5 2 26 2 2- 1 2 2_ a a• a /2 V ` a ry, 4 n.0 5ccros d To, ii 12.0' • 6 3' 3` G 3.6 IB 20 I T6' • 6 3.6 21 26 2 - - 4 1 sa• a •• A/ M.8`�'•'a °`• 1a' a»•'b p"` • IF0-an on OW - - - 6.1 S-3 3.1 18. 20 14-0 T•3 3-3 21 27 3 2 - - 4 3 amol m. 140' - - - V-103'-1. 3'-I IB 20 15.7 3'•I 1`1' 24 27 3 2 - - 5 } 3 2 o-c• a •/s 1 •G a•a c - - - 5.9' T•II 2.11 I 21 I •4 •11• 1124 27 1 2 - - S 3 3 2 ��o• a ,o ZIG a .Imm Ia2•wR•aA •- r2 orm cm2 - N 'TABLE B t - tasr .,ma `y WIND SPEED 70 MPH WIND SPEED 90 MPH • r wr.n• n 8 • t rr alr•a �'� �, ON SLAB h0•r TING I t•..o.s+r ON SLAB r, ON DOTING 5 o•r r..o•aW„rsa .�... ,••� .ar. r.r r.rw r,..,.,..." :',' _ A s4g.o. a .0"O,G rT ta•n.• �;t T . - . �'.''•� ' ` •rw ••• • .•r , •,,r. ac, 'w sx arks s[[MST ai ' . `a."i•Io: '� :: •° POST BASE CONNECigN CONT. ON FOOTG ONLY) m%a $o o[T•u o.? - .. - _ - TCO r• - - • ' 3 �� LL'm •/,n w"�+ii - - ra�i'w:.:iii r- - tP4' WIN,•70 M.P.H. WI D r,PH ` r sY[•0 ' a. r,o•a• r,a•rnW�l+r r.O•:• a•rn. 11 4l• 'h pu p•• LL•a •ra,r•r ,• ' a 1 moaIS ^�' :�: :',u 1. .:'n : ui: iii �R"„•fin. - rte n 31- Zvi IDA _ 1'a-' - - ,'i�:C' 19 u'i 'ii e:': uti v ro, n n wadi , • ,... .l lOS1S •,R K rTT•O•ID wnr iir . lil•p ••r•• ,/•• -16 1. n lil. u,v • •• 1,1•`L•y�l•• ` m m,caa/4� s.mT •�•' u M�:• H - ` b 4::• ," - LL.ro •• >:•/,.• s. " Dttt •it �',•• tt,ta ULxeACO [r•IY • ' O oii m.rr:. w'yi w•it •• Uvi:ia• "` „It• i•:rriia iw• • a -1 . . ,. .,00•,aosc ouawL • .a•n. ..... r.r• .r • sac uel[ e e • :e•: 1.4'. .. m. vr rw ,,,i •/re A:'r". tnin,•..� - - - - ,%v .u•lo - :i.•r . roi ' 19 .a.n n ron • . . ` - - - POST TYPES u.• v :.. a• - - ro` :i i .ri• - = u.•m - : )n.e n••w. •• In'i off: : in eoi.:c: i - - a. � .i,•.': ttro. w.. .:•.." .n/u _ wow �yu��m : u,•ni:i� w. Vii, [. r...•. .,, Y d `.r�,"..''r.�::: '• y" �` �' . (D 3•50.p06f.1 14 S61/Y Itt• ,,e�.err'i - ' :r:'.• _ 1.024• W I t 6/-r4 M SMS T •••)i • i/i•i IS , r • r:"�.':" ..'NP.",.r. ., r""S.a':: M- ' "~• - - - - �:� •ur... ,i•• - - gin."./ ..� m 3- SO. POSE QI - 2•,c 1/2• LM ��•a rot•.o,•. , ii'i• • a�.w`.' i:,• = •• �"'• r 30]2•w/IaHM•. •�p u rtin. • Msi: w'•ir`• "' uin p W "ate •�"�....•'.'...u�wr"'••++o' Nom. i�'_":,�•�_i.:+v� ®1 SC POST 121 2•%G V2• ' _ _ • t .wrr� mA al a. 111 r.... ,. •+r. .... . 31020 W/117}•1[ SYS. O ii Ii i'ii+ •,. , •i:� a�rw,.'r`• :. mi"°�. u o�w: %®1•SQ Rm.(a1-r161V2• �a - •t:/•�airs '•.�•'/"' ciosr rva •rt oWsrry atr[strz �jswcno "►• r, wr•.:'•w':ii• '� rr.,r wr • AJWr W//Q1=414 SMS. ,nu't'•r'•�iq �.'/.ii� uarY ••ow, sYl,t �y;.+,, �•r c ,•. la%u.•.n'r'iu••� � Wr •nyr � � r - - �ry^r!oal„r.. M.� •"� O 'ili/)•I i�r• .. �! .�c1 (, ^s . 2. t ✓L •i'•w•r ,= •rte•• �i�• � ru w •M•••. r '114 •v • LL'aa ' a.:`'yyn' w. - - - - / •'•- y v ,O/ �9 r=i':/ . f` iff M•..w•. r •r• Mw la� ....D� ES -'.'.'a -13= '� ATTACIEDROOFED- T[PE - ajo FOX` ENGINE FRO COVER WI6 MAX (AtyLQI E1PlLQIP/ F • - wr•• ro•, mverYwu •w,wa•� L_ - DP. D 20430 PS.F Yell FY AatoINIY COMPAAIY 503BlaEDr WISPEO)•At9OMH n. w.c •rr wmla•-ua• �, 6v12 4 ATTACHED LATTICE PATIO COVERS ( WIND SPEED • 70 B 9OMPH) TABLE A to, MAXIMUM POST SPACING B FOOTING SIZE WIND • IO/15 PSF UPIIFT•ID/ 15 PSF BEAM/HEAPER "'t+� I'• PROJECTION RAFTER 3' X B' X .04c' BEAM/ HEADER Y X B' X.012'+ CHANNEL INSERT BEAM/HEADER PST I ej`� INCWDES SIZE POST FOOTING MINMJMNUA•BEROFPOSTS P037 TOOTING M1NM1lialAIStBER6POSTS 24'MAXIMUM -- SPACING SIZE Pw TYPE POSTrFf SPACING SIZE TYPE JR. pwTYT'Eji. NO OF BCREwS ..[nstrs usawu �\ r+w� OVERHANG 24OC m%Lm r�L M IAii 12 S 4 1 2 3 4 °1304' Katt mPH 1 2 3 4 1 2 3 4 70MPM 9OMPH Ip.p• Y. _4.024' 13 S' 13' 5" 19 .•I ? 2 - a 2 - - 10'•10' :D''TI 24 28 2 2 - < - t \ •` I _( oa''�{9'•` I I' 0' 2', r. 24 12.10' 12'-10' 19 1 2 2 - - 4 3 3 2 10. 1' 29'-9" S _ 7.6 .024 12'•6' 12'•6 19 22 2 2 a J 3 2 '.c• :9'•0' 25 25 2 2 - a 3 ! 2 12'-0• a 3 J 2 ` ./ - IS`• 13•-p 7.64'•p24 12'-1 12'• I' 19 22 [ 2 _ 4 3 3 2 B''10' 28'•1' ZS 29 2 ? _ .J • ` ` I 14• 2~65•.024 N''9' -I 20 ik J 2 i 3 3 2 't 4. 27•-Y 2G 29 3 2 5 3 ��yr r I Iq, 21_g•032 11'•4• n'•4 2U 2 - - 5 3 3 2 7:10' 26'•B' 2G 30 3 2 - _ , 3 3 POST wucw, ` '.• 2,6 . 11'•0' I I'- 1' 20 23 3 2 J 3 2 7.5. 25.10' 26 30 ! 2 S 3 J 2 Tru.' I / �• 17- 2=Gr•032 10.5' 10'-Iw 20 23 3 2 - - S 3 3 2 7.0' 2';-v 2_ 30 3 ? _ - S 49 u[a+rL / �- _ / 0 IB•O 2tG =03 g'- 10'-6' 20 23 3 2 - G a 4 2 GE' 24'•T 27 30 3 - 6 • 3w1'. : / - lV-p• 216'x= 9`5- 10-a' 20 2J 3 - 6 4 4 ! G5' ?4.2' 27 31 3 2 _ 4 a rAVLc .10A .6 '.pa0 9'D' 10'• 1 2U 23 3 2 6 4 4 3 6'- 1' 2!'' 7' 27 31 3 2 - G a • .•�' u[rAeL[s I ruewr.wOor trmr L9WTwOLAML[ -+ 2 •.p• a Pv. S. IAI.0 cME. s[[ 14011 A. .10 I •.� rw. .ure[r v Pore. POST, SE , ' �+s[cT1o. � I. g.p 7.65.0?a• O' t•' 10' -ICT' 17 19 ) 7 - 6_-FL ?I :a - 3 2 - F E.-...- ■`.q o•.` .e''� : •_4sc Ka q'.µ 10' - 1 ; 19 2 ? _ _ ! i.'_' 21 74 2 9 O aL Sit ^�.�.:�• '•.0N '-11' 100' I7 17 2 2 4 7 5'P22 2 2 cwAca3 rraw r -a• D--'4' 8''4- 9'-8' 17 20 2 2 - - 4 3 i 2? 2S 2 2 .,I .1 N �' 7'• 9' g'• 4• 17 2 0 2 2-- 4 3 3 2 4'• 11 22 25 2 2-- a S a c vPOSTS S.- s - -P.r z �"%':. [Iy. .....w... u1, ..., ,�.»•».... � ...r..w.o. 12.0 2-.. A032• Ptalar[w POv 1w KRE Maps ` °C'� 0 1 2 6Y•D327- Y•O' 17 20 2 2 - 4 3 3 2 a'-8 22 2S 2 2 w•rw 11 Wwr x[+•st A i�4 N 14• 2'4V.MZ 6.10' -9- IB 20 3 2 - S 3 J 2 4'-4 23 2 J 2 - - S J 3 '[OPEN LATTICE -TYPE PAT)0 CODER -IS0" Z•64.OaO6•5B6 1 B 20 3 2 - - 5 3 3 2 4'- I 23 2 3 2 - - S J 3 2 ' srxe 16-0' 2.6! 6• I• B'-3 18 21 3 2 - 5 2 3.10' 17. 26 3 2 - S J J 2 B T •o2rwAws - - 4'-G' IB' -9' 20 23 2 2 - 3 2 - i g. p• 2LG►=D24' 7-3 �'•0' I_ 1B 2 - - 3 2 - T, 2' 180' ZC 23 2 L•ntt I g'•0 Z.OS7.024' G' -B' B'•fl' 16 18 2 2 3 ? - s""' �.. '4�• Z•65=OJZ' 6'•2" '•4' 16 1 2 2 - - • 2 - - 3'•10 IF4' 20 23 2 2 o II•p 27,65 5'-9 B'•0' IG IB 2 2-- 4 3 3 2 J'-7 1_'•8' 20 23 2 2-- 4 3 3 2 1 n- • 3 3 2 3.4 16'-1' 21 24 =•A.na / I IZ.p .6Y•D.i'' -37 _4' 7'-9' I6 19 2 2 - - 4 3 3 2 ., euwlwtAu• J ISO' 2'=Gk.040 1'O• 7'6' 17 19 2 2 3'-I' 15-7' 21 24 2 2 - 4 J J Z A e• -o' J W'• 2•do '•D40' 4.8' 7'- J 17 19 3 2 �- 5 3 3 2 2T 11 15� 1' 21 2 a •3 2-- S 3! 2 F 8 Lu•. rO3T w[.W+ u [agTrS Iw,, Ii POST POI SO[P\Al[S ' acsa.c[ 3-301 oE•'AT 5LAll 6 rm SIX "Its. lrs. TABLE C rw ytt wAT[s. uc X TABLE 8 FASTENER ! ANCHOR BOLT CONNECTION Post rlcs, s ut THI P I PROJFL710N 18'00. 20'06 22'O.C. RAFTERTO BEAM CONNECTION BEAM 1n POST CO+NECTION O s +w SPEED 90 MPH sw1 u`r- 14•fMCa LoC S", O".)'_ CROSS - SECTION %AL1: P.&ABQ E. S.- ID N REPORT NO IM - 6.0 024' 024• 024' rI wINDSPEED•70rf.►t WX•IDSPEED•90 wrASPEED •70MPH WIND 9'•0 D2 a' 02a• 024' m 10.0' 024' D2a' .024.• 0 RKTER To BEAM R•FTER TO BEAM SLAB CN FTG. ON SLAB N (FTG. • L -•a ITS 121•..Ofrt [�'lD 3rs �, ItGO I+• tG, , O © ❑I 1 tl 1 I.0 .024• .p2a' .024' G t. Lrouu 1 oLTto+cial l• -TOTAL .• •Tm•u V ,4 170 .024• 024' D32' --MIS m I .OJ2' 032• D32' �:•+a srs w -..o sr r. -■o OF �..•o ys aOSt! wr [[ ATAfIQD 0 15 ux u yA.-t(4P 0 m mwc. s 3Artr ry 14• D32' 032' .032' you •-rouu •'T • ' Mut Aet xO tAaTw Cw,amcac.Fwm* .r 15• D32' 032 040 POST BASE CON olNECTION J 040 16-0' .032' .040' . WIND SPE ED. 70 MP. WIND SPEED• 90MP.H wINDSTiED•703A'H. SPEED- 90MPL1 t POST • rats ! , N SLAB ON FTG. ON SUB ON FTG. ON SLAB N FTG. CreSLAB ON FTG. (D 3 -go. r1-•aaLs r1-raWA3 o-.ns.0 r...wws .rl Lrr Ira 1. I•' Vll•r. w sus 7 oa leas W n•S t: Tsa a 17 yN'�IiO.bs+ um 1. d'� [9 330 POST. It1- :' c 112. 0 024' 02V -O t. SOt a [ • IOl v !Ot 0 . •tot.POPH•T01 IO5t,•-rove gS1J•4pt1 P�;uOf. 1••..03r•wller•r S•LS 3 L11O]rsowsl.e.r.sla• 9.0 024• 02 r . n -3AB.: u•»••: .+[aa026 p' n•ve••' Imo ILt.rr.3 l'B` .rsvr vliw•laI T•0 032' .03AwOrn•nr0 12.0 D32' .03r.-•osrs L.IS•0 032' .03 01 cA.sotOF t•. 7o[v[.ynTac, TosI 1••+x31 Io3T 14=0 040 .04 1 , t l wam,rno. L'N s.•+... 1•f9l v .•RTL LAZYALT WRIp4'v ..Y]M1 S•.v .. �-+L1..w.�H�1e ate" .:��� w .. ���'~.'1 1 '•�" �'/ A FOX ENGINEERING.0 WIND C P/Qg7JERW124'MNfON r4t[�•1 CEJ .»»•. a.rL+ r. .oa. •■.ucnru [wo.waar ... LL •0.208 ]0 PSF / I [ A_P r-rrAtiW COMPANI' . aY woarn• •»• I v 12 ■•....--- . SPEED •70 B 90 MP 3.04 r L.. r n 7 d � paA 4f•'� a, rrgl n +r• alnar {T •.L rr taut • Tmia�a ' ATTACHED. LATTICE PATIO COVERS WITH MAXIMUM OiIERFWNGS ( WIND SPEED - 70 6 90 MPH.) _ m4•r 1„I,nr r r., 4• �: w. �•• ur'1i•.r' «� «r,•r�� 1-01 tI4tK GUNNtGTION TABLE WXIMUM POSt•SPAGNG 8 FCMVG SIZE WIND . p/IS•UK '� �� Q.X1024- ST.124-2 SKS: ' %A20•wI1 B1•• N SMS' m TSa P1TST•121-2'•61/2' X A32• WI ( 8"14• SUS !- :: BEAM TO POST CONNECTI3-511 ON 3 X 8• X .042' BEAM / HEADER WITH 04ANNEL I RAFTER TO BEAM CONNECTION Tcr W FOOT G II•IMAXIMUM POST HEIGHT B SIZI a W WIND SPEED -TO M.P.H. TO mgMAXIMeM-POST�HEIWR B 7NAf(WUM i WIIA TO..WIND . 90 MPH WIND • TABLE A W 0 < I W ► I , 12 Q I W 8 m SFE BEAM 10 POST COiaKCTX]i TABLE BELDW. �,o+ ?•�."-1 1-01 tI4tK GUNNtGTION TABLE - POST TYPES •1 Q.X1024- ST.124-2 SKS: ' %A20•wI1 B1•• N SMS' m TSa P1TST•121-2'•61/2' X A32• WI ( 8"14• SUS !- :: BEAM TO POST CONNECTI3-511 ON wM09PEED 70 MP. H. WINO SPEED - 90 MPR WIND SPEED- IOOMPH. WIND SPEED •110 MPH. �- RAFTER TO BEAM CONNECTION LIVE LOAD - 30 WE 1O+0. 20 WE LOAD •7A UVE-l0AD�20 LIVE LOAO•TO 3- 50 POST. t21 2.X612' X024. ® X024• W/<12F•N sus: (�: F.�i a W WIND SPEED -TO M.P.H. TO WIND SPEED•90 MPH. WIND SPEED t00 MPH WIND SPEED • It0 MRN ! yt�r - RAFTER TO BEAM TO RAFTER TD BEAM TO RAFTER TD BEAM TD RAFTER TO BEAN s1, 1!j O W © 111-.q-TOTAL.[I•{ia l a MO aYS nlq+ra• ,.•TmK1 ■A9,Ra L.. fYrq Srau.t.[6 A., va1 �rYa, Ri l.-ifL ar•.narsu.laG lal•.a ars(A.lac ur�v aul u.[a lal-.v ra1[. a••«rm.r•r, ,..art «r gX r rover. a a J ^{a ra,-•ra.r4 1••TmK, •VIA,, I•-TOrK1 wl,Tr■r.n I . • tpT.l l w,ra+ati ,,,•rq, A I r.TmK , 17-7 3 8'%03G' 17.7w' A■Yc••' Y•o s-' err ra• r•rra■r•' i ■Sd "' T.IYvua•a'n•••. riq•m R 20.7 X X042 14.91 1 5-10 11-4 F._--- Gr„ far d MrrO1 I•I•r garL n.•q Wa [Ac1, u.f a [.ITa[. �•,.. v fra - vfra M o a.rm. ,•rn Srf ia1•b ra sra •,-•v ars. OPEN LATTICE TYPE PATIO COVER aw.n "' 1••TOTK, u.rao nun. 14-M.L. : u. I A yr AL. -10TK1 CROSS-SECTION wrm FOX ENGINEERING _EBBE ACHED �(T�x a({____AA q .,o,_ I LL-nrq r. lox. mutt.[. [rani. L.L. 208 XI i(SF �! -- NPDSPEEO.70890MPH a�13.71a,. rm/ar[<w 3OF12 POST TYPES •1 Q.X1024- ST.124-2 SKS: ' %A20•wI1 B1•• N SMS' m TSa P1TST•121-2'•61/2' X A32• WI ( 8"14• SUS !- :: BEAM TO POST CONNECTI3-511 ON wM09PEED 70 MP. H. WINO SPEED - 90 MPR WIND SPEED- IOOMPH. WIND SPEED •110 MPH. �- LA/E LOAO • 2D LIVE 10A0 •30 UVE{DAO -20. LIVE LOAD - 30 WE 1O+0. 20 WE LOAD •7A UVE-l0AD�20 LIVE LOAO•TO 3- 50 POST. t21 2.X612' X024. ® X024• W/<12F•N sus: (�: 2❑ a a o - a❑ - —9- 4 22 - - — n,-ar Ira to- 17, Li/ry lv eur — ia,•arYye, ID,mt — 1I, sr'rreTo,osr — ® T'S14O5TN21-2'X Llrt• • co32!WJ(121:•14 sus. r IMO SOO Y3MMCMMEAmi Iv0T,g1D .evt. ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED - 100 6 110'MP.H.) TABLE B 1!j O W �NyJ bi w 1S gg Cy �r �b �y ING MAXf3AUM 85%SPOAt21NG BEAM�/THEA HEADER N1TN CHANNEL SINSER7 P� uFOOTINGI = AWIIMUM POST HEIGHT 8 SIZE M POST HEIGHT. MAXIMUM POST HEIGHT- 1110• A, gy 100 MP.H WIND • 110 MP.K WIND-100M.P.H. WIND•11OMRH. r-wmi a W/SLAB' NO SLAB' W/SLAB iD3LA8 WISUB NOSLAB WISLAB wmwm = x 4 y�t Q m�uB W ITB' 3X6•XOJO' 12'•8' 5•0' 16'-11' r•es■r•' 1tr•■a•' a•ofo,•• e•rnr.c• _7___ �[•■a r-rm., u'••ro' �"• 211•2' SX 03G 15••2 I e'•0 1w -G rva+rl' r•..ac' ros■e+'r•,r• 373-5 F.Fir fl,=v iF+so• SEE BEAM TO POST CIONNECTION a 24'•9 3X8%042 IT -9 T-0 12-5 so ■n1 rs•n cr' rren.ac• e•■ r• au 1 •n -o Te .a •■r•r a a J TABLE ABOE. la'•B 3'x 8'X 030• MT -6 a'-2• 15=6 +•" e1•.ar'n Y-aSas••' evazs• a••sa.a ru' s+•.ac•'n Y.ulo,�" .rXY•a••' 17-7 3 8'%03G' 17.7w' A■Yc••' Y•o s-' err ra• r•rra■r•' i ■Sd "' T.IYvua•a'n•••. riq•m R 20.7 X X042 14.91 1 5-10 11-4 F._--- wrm FOX ENGINEERING _EBBE ACHED �(T�x a({____AA q .,o,_ I LL-nrq r. lox. mutt.[. [rani. L.L. 208 XI i(SF �! -- NPDSPEEO.70890MPH a�13.71a,. rm/ar[<w 3OF12 I.W-t 4.001• .•q. ra.w •�-t-to•-f--• Go' 1•Gl s•.,• Gt• / (Pr•(L ft[ T - LWAM 4.v YLhal) WAowtaPalpr 1 RAFTER 2 POST W/SIDE PLATES 3 I •�• W..r roll r rl r• or• to Fra a rooT r.sl0ln r G. V, wr rr. rr trrr.. r•h. t�lor•c11ar wtaj A nr w.rrnllr corvamtmcue xurnn .}__a:•- .-. ttl Grn• • ' 6'aurerr. __� Fw. • p t•b c. �' :. rr. ..w ....toot I.r... •. I ••?�.o'nn 2 t.•o. L. �LwL. n,rn tl•t n. Ir � twGt•rc o• a0D••w): • ]rr .•.c,r*.o • sl e q a r.Rlw[As r I 8' RAFTER 5 ,r 1. flu •i •'• f,•'L tl.)• rK'r '. �' u ) fort t • rol•u I I' fnu wof, .. •awurnu roa rtrc[•n•l.aRt I; '•0S' rOC rrrr L•r•r�•n•••a.y ' j ^ Tot • {.or , t � IOr r Ihbl4)3_ I' ri.ln.r t- . ae :rrr 1.L • 4' 01e' • i4r r } 3)iRMI Y lCli:. RAFTER lOD• . w Y4 •at• W Wft MY .', Q't•r• 4al Id ••. •IY•rru 11 1r:L,Lryy vluno. TICE 4 LATTICE i0 RAFTER CONN. S DBL. ANGLE FUST BASE CONN G ^lt•••o.t•...n.•r jIl` 1 :aroy r•P.ra I :'i'. FA ld alWr[P) fi.51L I I I I ' a Wlr�yl•1 .low ,� o•0 )W-•36- tGG1 . iG 1 t•rw mu � I I �i��' /•trlwl•,4• I O �_ rxT•IL ty� 1� G '-F 4•I I Ll •ZO GSD +el te(W L)(IMWQgp[r.11y� � SOLO loft r•l YG'a r»'IP GYt'P•rtT. G wit 1 Y-'rw wsr • r.]»'M jrl• •0• •' ••tr[p 4rlP W )rr a,a• �•..L Ysl a iRa cot i EAM 10 'U' BRACKET - GENERAL II 013L..•1NGLE C' `I Q• 1EACESIF f 12 )'f0 W1Y 1.1 •fM �f 11G IWAMX �rilOf+i.v ft1 G••x I I � I j e'Lnw rw.1 otOp I / I rrw R•n ottm. a. ( T I.11y w ff. =r s,GrtrLic ML.LLr[0. a P(ru m W. 10 Al w 0 Toe w - UST BASE BRACKET Tm (71 POST BASE FLANGE BRACKEVALLIM 8 BRACKET RAFTER /T0 rN•+'' (..Solt t• V m•1?l. G em*cR. 9 At, �\ cwtwro ((•.al atm frR4rYGt Yl[.r10. I 14' a'ormi�wle.rn XRYrr V l )•S0.W01 xnt[r Sol R.r.s - 4 4.)� \ ' 40 RnFiER (1 L 4 ocMAX ' 00 • 00 �\ 1 Yrr YM.wtT lKw 4vn• RAFTER — i oacttlr rla -•)• 9 �' -�-" i n:zila a "m'�• "I mtv+°L a� M•rt wl•Ot• LltWxroG•-•a W G.rrn Y,w y �\ •�"•• oi:t L. LIG WA -M �' sl.Qe® Y[: t•'r•a1•wr KE'f swr.r, 4 wrw `� \,•\ t•rmU•upOpy�[ts �y a� • \ aOPir. •W `^'0 (aVOygE]IOOC O • \ tic ♦e w00[r"ti[tpnr OI ' � ' �� •LL Qlri(n11I[1.M P• MIO rNt,Y1[ xl/Cr[0. fLlimm _[� -rOO Fitt t b M r.tr.r.•ttw•', ... �-. 06rfw�'ID N _ ___ _ �• <rlr ryt1, x[ cVw(CT:O+r•a[ 10 iY )1'•�hST 1[ xltR([I.lrt Ulm rlgl plf. 4/[1110 REI •U[ Ldr 0.Rl AorwL nrt d fnGKlylr s[ual0 _ Tr1• Trot tr 9Rrr �.rrTjl� rR �� th ly_4Yn [rR0'I I Or rN•+'' (..Solt t• V m•1?l. G r o G Ymr.t 1 floe R I 14' s [Kw lx� )•S0.W01 xnt[r Sol R.r.s - Tr1• Trot tr 9Rrr �.rrTjl� rR �� th ly_4Yn [rR0'I I rN•+'' r o I 14' srt a..ux 1•)rlt [. sol q rw•tlu•t Geer. u'. mtn.ur gusto •f 4tlal•l r0 •r fy CONN. 20 BEAM/HEADER10 )iG RI xMlw fannit FOX ENGINEERING I"" r, "-- •MYCTY•.l •w•IwIU � YSO. sRllallr/t. • roa•y Y1ar .u.0 'i rrr 14•rrr m•b sa. �t 4 Lp •4.i1�SQ /fir H••IC \I) Lrt .• s'fo.oa Wsr 1 •1. srs 4 sol > o(1.1LJa10. rr.1r sar•Lnx•1. j i.aj ro• r.• ...naw•, rno ca.. n m n+rcrY.l s0/crm kB CONN 2,