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9903-116 (PAT)LICENSED _ C" 0NTRACTOR DECLARATION `.i hereby affirm under penaltyperjuryaha' ,of perjur a'}m licensed under provisions of ,Cfiapter 9 (commencing with Section'7000)'of Division 3 of the Business and Professionals Code,and my License is in full force and effect. LicenseClass Exp. Date Lic. 702295A I t,�B . i, : - . 2 Date / 27�/ 1 V xv signature of Contractor" -7 - tt OWNER -BUILDER -D , E , CLAAA'TION, V1am Iherebyaffirm under r penalty of perjury tha�111 exempt- from the Contractor's L t License; ic n e� ' Law for he following reason: s as owner of the r my employees with wages as their sole .property, compensation, omp S ti , w, 11 t 1and the structure is not intended or offered for en a on do he wo4� Sale (Sec. 7044, Business & Prof ess-ibrials Code). . . J - 1, as',.owner of the property,.am clusively contracting with licensed contractors to construct the project '(S�'xe�.'7044 Business ',Professional's Code')'.1 O I am exempt under Section- B&P.'C. for this reason Signature of. er WORKER'S COMPENSATION DECLARATION I .hqreby 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: QuTier Policy No. .1TA` trtTND 142j157 -9J (This section 'need not be completed if the permit valuation is for $100.00 or less). I ( ) 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 W6rkeirs`-' compensation laws of California, and agree that if I should become Subj9,ct to the workers' compensation provisions of Section, 3700 of the, Labor (Ae, I shall.forthw'ith comply with those provisions. VtIaI6- /Ta Applicant XIX Warning: Failure to secure Workers' Compensation 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 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. A. 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 vbid.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'] 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 construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes VSignature-* (Owner/Ag6nt) Date ) I `�gi-4'PERMIT#, I . . . - - J . * BUILDING PERMIT Vit,.,. 9,W�116 DATE VALUATION LOT TRACT' 3/11/99 '12,64 8. 3a JOB SITE _r ADDRESS 47-965 VIATRIENTE N 1OWNER CONTRACTOR/DESIGNER/ENGINEER 9013 & DIAN'E� ZEN41,11- OLTYBACK_ PATIO & SUN1100ANIS 4796-3 NfA. TRIESTE i iw w4 bat si% s C.S. ik LA. QUINTA clk 912253 COWWA CA. 9J YO, 1 (909MI-2-4997 0111,# 4572 USE OF PERMIT P.A170 951 SIF, ALININUM, LA171C.6 PATIR-) Ci3VER (1030-'W39') f0A INPF AL-j3,y t i, w/gici4 +.A4f t,�.` �j1��1 14*,>RC1b'PAT310 931.60 SP R SlINIATED COW OF CMNSTrIl"Ll CTION 12,643,39 EE SUNUMARV P,UkN CHECK F&i 101-000-439-31.8 CONKATRI,ir,710N FIEF. 101-000-419-000 $144" STPUTNO, ATLY1171MI I't-47E �,RIVSM 1101-00-2411-000 .2.6 SUIVIXITAI. CONS" I'9 AND PI -0) CHECK LESS RRA PAID FEES U $%0,00 TOTA 1, P E, R M I T I rf,&S 1.) U t N W $ZU.86 kT �\J\ DATE BY ID INALED INSPECTOR r \\ \ rRTCEIP T5 _ \� M, a1. 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 Wail Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lat ; 2 Final Final BLOCKWALL PP OVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover _ Equipment Location Underground Electric Underground Pibg. 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 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) COMMENTS: Bo5 7,—,clqkk rr y7 % TR -TE 57-F- 414 Quxw7W (24, /'Z -Z-5-3 A'- 7 G 0 -77/- 0 F- 99 //-, �, ?Y? -#y rQ /,y P, ........ 5'F, 14, STREF-T- B:t E COD! APPLLA NT C"T tJ_-eq-TO IN STREF-T- B:t E COD! APPLLA NOTE: NO CRACK5 WITHIN 2-6' OF POSTS SHALL BE PERMITTED. POST SHALL SE SET BACK A MINIMUM OF 4' FROM EDGE OF SLAB. 13 SHT II Ye COVERS ( WIND SPEED = 70 8 90 MPH.) �• EXISTING CC 6 +r �J r'^ fir, y }�• � b r :� • C Myo+° _ PROJECTION 'AAAA 8' X .042" BEAM/ HEADER 3" X Be X.042'+ CHANNEL INSERT BEAM/HEADER AccEPTE INCLUDES SIZE POST `e e{ 6§E�'c l-�£� [E\"J4�"`;•Ya-� SVBed6. 5 A i'•51iJit� F- EXISTING RESIDENCE J FOOTING WHERE OMRS, SEE TABLE A 1 ATTACHED LATTICE PATIO COVERS ( WIND SPEED = 70 8 90 MPH.) TABLE A Cf) a MAXIMUM POST SPACING 8 FOOTING SIZE WIND= 10/15PSF UPLIFT =10/15 PSF BEAM /H R _ PROJECTION RAFTER 3" X 8' X .042" BEAM/ HEADER 3" X Be X.042'+ CHANNEL INSERT BEAM/HEADER ® $E 21 INCLUDES SIZE POST FOOTI NG MINIMUM NUMBER CF POSTS POST FOOTING MINIMUM NUMBER OF POSTS �'T CON ON 24 MAXIMUM SPACING 24'0•C. SIZE POST TYPE 7O PM7TYPE SPACING SIZE TYPE TYPE NO. OF SCREAMS OVERHANG �SLABy M. 1212 4 1 2 3 .4 aFsule RJOTG MPFL90 1212 3 4 1 21314.70 MPH 90 MPH 34•TMCK. COW- SLAB, OPTIONAL 10-0" 2'k GLtx024' 13- 5" 13'- 5' 19 21 2 2 - - 4 2 - - 10-p' 30'= I 24 28 2 1 2 - - 1 4 1 21- - 1 6 1 8 �I 8'O'MIAx. %ODES POST HEIGHT .\BEAMIHEADER 2 12 Cf) a IA o / J FOR MINIMUM LENGTH OF LATTICE J PATIO COVER SEE TABLE A , 21 MINIMUM NUMBER OF POSTS. i. Ai9111 tarha r...let.. aloin the b..""u. A ... for rbo.e .no.n. PQ..ld.1 tn•1 • r.gl.e•r•d .ten en. AtN.ln". A•wel.elon and n.•e Awa or NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OPEN. LATTICE -TYPE PAnO COVER 20'-0' MAXIMUMSCALE: ._ -- - PROJECTION 1 E! 24 MAX. !OVERHANG c, LATTICE I 'RAF R %ODES ____ AND AL .\BEAMIHEADER 2 12 SCALE: IA LBY B, SPECIFICATIONS: 10-1" 25'-9"1 MAX. POSTHEIGHT 28 21 - -1 41 i. Ai9111 tarha r...let.. aloin the b..""u. A ... for rbo.e .no.n. PQ..ld.1 tn•1 • r.gl.e•r•d .ten en. AtN.ln". A•wel.elon and n.•e Awa or SHL II POST W/SIDEPLATES I ENT 41rqE E NT P...l. ConcreteDI.b halln.1/. 31• .lnlw. to lcknaa. and *hall 0e In 3"SQ X.024'AT SLAB 6 good conelclon. 4. All footing• •hall beat on fit., nalur I un-di.tu,b•d ..it or 2 12 3" SQX 044E'/O FOOTING, ' - 4 s. ill t.-1 ...bei• •hell e• net-d'p 1/a••^I:•d or •1•etrwl.e.d and FOR SIDE PLATES, SEE e. Al,far. to A.S.T... A...., G,.d. C. u .... rant..... .hall be 2024-74. All other 1..ta.ara .hall b. 9'-5" 29'-0' POST TYPES, a DETAIL 29 2T.M. il b• bola dl... t•, Pm1/18• ...lea.. 3 SHT.II J' • SHTIII _i 1-- �/ -y I _. ._.-..a 34•TMCK. COW- SLAB, OPTIONAL , • %ODES ____ AND AL �E i;iAv;rE CROSS - SEC ON 2 12 SCALE: I - 4 LBY 1 31 SPECIFICATIONS: 10-1" 25'-9"1 1. Alu.lnu. 01,19, And str.es•s ern par the 1•t••t ad l it,, of the Unlfor. 28 O,Llding Code 1W the 1932 .aArt- or the A11.1n1. Con.trwtlon - -1 41 i. Ai9111 tarha r...let.. aloin the b..""u. A ... for rbo.e .no.n. PQ..ld.1 tn•1 • r.gl.e•r•d .ten en. AtN.ln". A•wel.elon and n.•e Awa or - ntr•ngene. Ac..e•r rl•te Ane he,* 3. All wCI t.oncr hall n.Pe n alalw. 2e d1r eo.Praesll. ar.ngen of 2.000 12'-O' P...l. ConcreteDI.b halln.1/. 31• .lnlw. to lcknaa. and *hall 0e In 19 good conelclon. 4. All footing• •hall beat on fit., nalur I un-di.tu,b•d ..it or 2 12 •,tlll•l 1111. D•.19n v.rtleal *all be.eing Dn•wr. 1,0"0 D.S.F. - 4 s. ill t.-1 ...bei• •hell e• net-d'p 1/a••^I:•d or •1•etrwl.e.d and 312 e. Al,far. to A.S.T... A...., G,.d. C. u .... rant..... .hall be 2024-74. All other 1..ta.ara .hall b. 9'-5" 29'-0' gal ..L..d .real or e.d.lu. plated. All bolt. .nal ...for. to. A-307 and nal,,. .t,nd•rd c„t plate .een.r.. Holes for bolt. 29 2T.M. il b• bola dl... t•, Pm1/18• ...lea.. 2 - -1 41 1. E.Denaoh bole. •nal b. H.utt KalN Dolt. NO v ..Toon deal 0 .4„•1 3 par LC.0.0. E.R.N,. 4327. All bolt• shall nave a .inlw c, Int• adg1 dleta,te of 3 bolt dl•..t.r.. 13'-0" e. Each Ih• 11,tion hall b..r an Idwufr119 tag giving the nINN had alar... of in...n"1. tur•c, d..19" 1,199 and .,aonabLll4,. 19 9. All-lt..n pertaining to awn Dart lcular lnet.11atlon mal b. cFrclec, 2 12 1..., project. Poet .D..ln9, footing "•tall. etc. 10. Open tart/c. patlp cover .Nit not b• wcloled 9th any tr0• of •"lid - 4 .. terlel. en0 the 00.19, 10.0. new Dolt b..n .ODlled to tM no[ronNl p,*, .ct.d ate. of the lattice, ieft•r., bale... etc. Dar I.C.B.O. 312 crlt:ria. 11. For 11 ONtell [•reran.•.. ew Sheat 11 or 12 11=0" 2'xGIz 024" 12•-10"112'- 10' 19 21 2 12 1 - I - 4 3 1 31 21 10-1" 25'-9"1 25 28 1 2 I"L - -1 41 51-5 - 2 1 iI 1 II 12'-O' 2'x6 'x.024' 12=6" 12'-6' 19 22 2 12 - - 4 3 312 2 9'-5" 29'-0' 25 29 2 2 - -1 41 3 3 21 11 11 13'-0" 2AGix.024 12'-I' 12'-1' 19 -22 2 12 - - 4 3 312 9' 8" 8'-10' 28'-1' 25 29 2 2 - -14 3 3 21 " 11 14' -Or 2k GIzx,024 •I I'-9' 11-g' 20 22 3 2 - - 5 3 312 a 8L4' 27'-7' 2G 29 3 2 - - 5 3 3 2 1 It O 15'-0 2k GV -032- 11'- 4" 11'-4 20 22 3 2-- 5 3 3 2 7=10' G'-8' 2G 30 3 2 - 5 3 3 2 IT It 6'-0' 2AGl2xp32' II' -0' I I' I' 20 23 3 2 - - 5 3 3 2 7'-5' 25' 0' 26 30 3 2 - - 5 3 3 2 IT II 17'-0' 2'x6zx032 IO 5' 10' 10' 20 23 3 2 - - 5 3 3 2 7-O' 25'-3' 26 30 3 2 - - 5 3 3 2 " 18 -O' 2-I G 'x.032 .g' 10 10' 6' 20 23 1 3 2 - - 6 4 4 2 G=8' 24'-7' 2 7 30 3 2 - - 6 4 4 2 ° " 19'-0' 2kGlzx 9'-5' 10'-4' 1 20 23 3 2 - 1-1 6 14 18 4 31 G'-5' 24'-2' 1 27 1 31 3 2 1- - G 4 413 m 1' � I NOTE: POSTS MAY EE'ATTACHED TO CONC. SUB SAFETY STAKE-ABESCQ EARTH ANCHOR, OR CONC. FOOTING. - POST, TYPES 3•SQ.POST+(21-2'x6.12' X.024'W/(8)-* 14 SMS © TSQ.POST- (2)-2'x61/2' x1032•'w1(8)+14 SMS. Q 3'SQPOST +(27 2'X61/2' X024' W1(12) -*K S.U.S. WSO. POST+(2) - 2'X G 1/2' X •032' WI (l2)=914 SMAS. ❑❑ S1fQ1T�'E x100 . Rf U9C0 fOR OTING COND, N. 9'-0-. ZXGIAO24' 9'-8 10'-5" 17 1 19 2 12 1 - 31 2 - I -IG'-2" - 4'-G" 21-'8-1 21 24 1 212 - - 3 2 - -1 111 9'-0 I0'-01 2'x6 x.024' 8'-11' 10'-O" 17 19 2 2 - - 41 2 - - 5'-8° 20=10" 22 25 1 2 2 - - 4 2 - - I II LL II' -0 2'x6�x024" 8'-4" 9' 8" 17 26 2 2 - - 4 3 3 2 V-3' 20=1' 22 25 2 2 - I - 14 3 3 2 111 a 12 0" 2' x612 x.032' 7'- 9' 9'- 4' 17 20. 2 2 - - 4 3 3 2 4'-1 I' 19' 5' 22 25 2 2 - - 4 3 3 2 1 II N 13'-O' 2`xGVx032" 7'=3' 9'-0° 17 20 2 2 - - 3 2 4'-8 18=9 22 25 2 2 - - 4 3 3 2 " D 14-0' 2'xG'aKQ32' 6' 10' 8-9" 18 20 3 2 - - tk 3 2 4'-4' 18'-3 23 2G 3 2 - - 5 3 3 2 11 2 'r - 15 0" 2"x612'xO40' 6' S" g G' 18 20 3 2 - - 3 2 4'- I' 17=8' 23 26 3 2 - - 5 3 3 'J 16-0" 2 GtikAW 6- I IT 8'- 3' 18 21 3 2-- 5 3 2 3'-10' 17=3" 23 26 3 2-- 5 3 3 2 8 8 � I NOTE: POSTS MAY EE'ATTACHED TO CONC. SUB SAFETY STAKE-ABESCQ EARTH ANCHOR, OR CONC. FOOTING. - POST, TYPES 3•SQ.POST+(21-2'x6.12' X.024'W/(8)-* 14 SMS © TSQ.POST- (2)-2'x61/2' x1032•'w1(8)+14 SMS. Q 3'SQPOST +(27 2'X61/2' X024' W1(12) -*K S.U.S. WSO. POST+(2) - 2'X G 1/2' X •032' WI (l2)=914 SMAS. ❑❑ S1fQ1T�'E x100 . Rf U9C0 fOR OTING COND, N. 8-0' 23(6¢x,024" 7.'- YI 9'-0" IG I 18- 212 1 - - 3 12 - - 4'-G" 18'-9-1 20. 23 1 2 12 - 1-1 31 2 - -1 ?5 1 8 O • �1.1 9'-0 2AxGi4k024" G'-8" 8'-8' 16 19 2 12 1 - 1- 3 2 - -14' 2' 18=0' 20 23 212 - - 3 2 - - a 10- 2x GIzx032' G'-2'' 8'-4" 16 18 2 2 - - 4 2 - - 3'-10' 1724' 20 23 (2)-112SMAS OR TEKS EA:SIDE,OF. POST (4 -707.7 E I)-3a�x2 MIBFII Bw - - 17 & IB $HT. II - 11 II M it p 25c 6't'x032 5'-9' 8'-O' IG 18 2 2 - - 4 3 3 2 3'-7 IG' 8' 20 23 - - F_ ON .0-32" 032 " .040" 1'"0' 040 .040" 040" 12'-O' XroVX032' S'-4' 7'-9' IG Ig 2 2 - - 4 3 3 2 3-4 16'-1' 2124 $22 - - %43 13 0' 2'xG12x04G' S 0" 7' 6'17 19 2 2-- 4 3 3 2 3'- IN 15'-7' 21 24 -- 14'-0 2'xG'xA40' 4 8" 7'-3' 17 19 3 2 'r - 5 3 3 2 2 II' 15=1' 21 24 -- 2 8 8 � I NOTE: POSTS MAY EE'ATTACHED TO CONC. SUB SAFETY STAKE-ABESCQ EARTH ANCHOR, OR CONC. FOOTING. - POST, TYPES 3•SQ.POST+(21-2'x6.12' X.024'W/(8)-* 14 SMS © TSQ.POST- (2)-2'x61/2' x1032•'w1(8)+14 SMS. Q 3'SQPOST +(27 2'X61/2' X024' W1(12) -*K S.U.S. WSO. POST+(2) - 2'X G 1/2' X •032' WI (l2)=914 SMAS. ❑❑ S1fQ1T�'E x100 . Rf U9C0 fOR OTING COND, N. CL N ' J J I 1 TION 18' O.C. 20" O.C. 22' O.C. 1 RAFTER TO BEAM CONNECTION 1 BEAM TO POST CONNECTION - 0 .024' .024" 024" WIND SPEED=70 MPH WIND SPEED =90 . (VT a O OpTQW111EIa''*.N"pE,b) J J 1 RAFTER 1 I I ON FTG. ON SLAB ON FTG. , 0, a .024 .024 .024 Ile- F(Arl I to TABLE eFASTENER ;NESS 81 SPACING / ANCHOR BOLT CONNECTION TABLE C t e ` m A �I !( TION 18' O.C. 20" O.C. 22' O.C. F o RAFTER TO BEAM CONNECTION JI o BEAM TO POST CONNECTION - 0 .024' .024" 024" WIND SPEED=70 MPH WIND SPEED =90 . WIND SPEED =70 MPH WIND SPEED=90 MPR -0 .024' .024' .024" RAFTER TO BEAM 10 RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 0' 024' 024 0 24.' " , 0, a .024 .024 .024 O • �1.1 127 �ID5�5. EA. LEG Ea -Tornu �� .S. RAFTER 4 -TOTAL) (2) -»IDDM. (27�b5A,s.(27_><IDSAE EA.LEG EA. LEG 4 -TOTAL) (4 -TOTAL) c4l-#10 S.M.(2 #10 S SJOE OF RAFTER -TC ) EA. LEG (4 -TOTAL) (aFslo 9109 20 21 a o a a ' YO024' 024' 032' -0 .032' .032' .032"O 15 srt 11 1-0' .032' .032 ° .032' r0 032' 032 040 • POST BASE CONNECTION ;ION .032' .040' .040.' WINDSPEED•70 MPIA WIND.SPEFD-90MPH. WIND SPEED -70 MPH. WIND SPEED'90MPH. N SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. 7 23 B C SHT. 11 211-1010SALS OR TEKS OR TEKS POST (4 -TOL ¢ 0 -w -Ox 2 V�'EMBEQ ANcNCR BOLT (2)-112SMAS OR TEKS EA:SIDE,OF. POST (4 -707.7 E I)-3a�x2 MIBFII Bw (27-1012 SALS OR TOGS EA.SIDEOF POST (4 -TOT) u-3/e'axz 'EMBED. EMBED. A BOLT 2)-,3(14 SMS 07 TEKS EA. SIDE OF POSTE f 4aDr.) DSM.ANG Aru(a BOLT WI 2 X 3 X3AWSTL.GtL WISHER FLT• 17 & IB $HT. II 1010 SIRS OR TEKS.EA. SIDEOFPOST. (4-TDT. 1 3/B'/1fr GALv w/f58 X L45TL.6ALv. WASHER PIT. 2)-10p $105. SIDE TEKS. EACH (4 TOf.I 3/B. AJ3. X 1µ•577.,6'1y, WA_1+1ER 0.T. O' 024' 024" 024.' .024 " .024. •024 " T_ 0' 024" 024" 032 " '-0' 032' .032' .032' '_'-O' A32' .032 " .032 242) SHT. n (2)-s1D SATS. OR TEKS EA. SIDE OF POST 4TOT) _'4 • EMBED.EMBE6 BDUWI I x tA 1/t r- v (2"612 SA6 OR TEKS EA. SIDE OF FOST(4 -TOT I (L . {Ex 212' DECANC BOLT WI I'SQ.W va'Sn_ r -u v (2)-R 12 SMS. OR TEKS. EA.SIDE OF POST( 4-TOTIFOST(4-T07.) ll - � x 2 Y NCR BOLT WI F'SQLv. 1/9'57 (2" M SMS OR TEKS. EA. SIDE OF -1/'x z.2" EMBED JO BOLT WIG 51210) , F_ ON .0-32" 032 " .040" 1'"0' 040 .040" 040" TABLE FDOT110TE51 i�T-KiY-6E��B,f 01 COBL[J(1r.TE SLAB, 111111 ST.MEjOOR ABESCO A.CMDB.. 2• POST STAMETOREABE9[OA'A'"NCMQR.MAP09T TTRESA I:I"AMDC.EIUSLID. SMALLSAFETY U9ED 1 ,i.E • 'I ~� AT FOOTINGS. SEE POST -TYPE SCKCOULC, HIS S T.. . I U241 3. TOTAL MINI RUN NUMBER OFO SHEET�ICTAL'SCREMS PER POST TO BEAR ECAM COMMECTION FOR DETAILS 2 AND 21 B0. E.S. VALUATION REPORT NO. 5036 __ 5 12 e2 o,m FOX ENGINEERING maw, "1 b �" JAMES M. FOX. STRUCTURAL ENGINEER 2220 T2Ll10KAPN ED. DOWNY, CALIPGANIA 00240 •'m' �•'• A - PATIO OCHER W/ 24' MAX.O.H. L.L.-IO, 20 8[ 30 PSE. WIND SPEED =70 a 90 MP aLUM L (ALAI& o covEa (As 2rc erg VALLEY ALUMWU14 COMPANY w. 41NCO N sx(602l27V.2 ,d.. s2-17287 _NOTED O� I OF 12 -- K.K.LL ATTACHED LATTICE PATIO COVERS 2 X 6112 X024 T (WIND SPEED= 100 & 110'M PH. ) G'-, LL:10' 0' TABLE A PROJECTION 11'- 0' 2%6112x.024 MAXIMUM POST SPACING a 2x6U2 x.032 FOOTING SIZE ' WIND= 19 / 23 P.5•F UPLIFT 15/23 P.S. F J1 BEAM HEADER INCLUDES RAFTER JI 3' X 8' X .042" BEAM / HEADER 2 3' X B' X .042"+ CHANNEL INSERT BEAM HEADER TO 4 24'MAXIMUM SIZE POST FOOTING MINIMUM NUMBER OF POSTS POST 4 FOOTING, MINIMUM NUMBER OF POSTS POST CONNSETIC OVERHANG 24OC• SPACING 19 SIZE 25 POST TYPE POST TYPE I' SPACING SIZE POST TYPE POST TYPE NO. OF SCREWS 571 18'- ONSLAB' ON FOOM TOOMPH. TIOM,P 12 2 3 4 1 1 2 1 3 4 ON SLAB' FOOT% 100MPHIIOM 122 314 1 1 12 31 4 TOO MPH. TIOM.P.H 4 10'- 0" 2-XGIr--X.024' G-3' 10'-4" 25 25 G 3 3 2 7 4 4 2 G'-3" 23'-11' 32 1 32 G- 312 7- 4 2 / P b / 12 RAFTER TO BEAM CONNECTION 11,-0" x6U2'x024' 6-9" 10=0' 25 25 6 4 3 2 8 4 4 3 5-9" 23'-I" 33 33 G- 312 8- 41 3 / / 12 l{S.N.S. W11 V2'X U8' PLE EA L.Er.WNSE4-ro1AL) 12.-0.. 2'x6112Xaw' 5-5' 9'-8' 25 25 7 4 4 2 8 4 4 3 5'-5' 22=3" 33 33 7- 4 2 8- 4 3 8/ 12 8/ I-'- 0` z°x612'x.o32' 9-1' 9L4' 25 25 7 4 4 3 9 5 5 3, 5'-1" 21'-7" 33 33 7- 4 3 9- 5 3 8/ 12 / 14'- 0' 2'XQI/2'X.o32 4'-9' 9'-I' 215 26 8.4 14 3 9 5 5 3 4 9" 20'--11' 34 34 8- 4 3 9- 5 3 1 8/ 1 2 8 cjj 15'- 0' 2'xGU2'x 04o' 4'-G` 8'-10' 26 26 8 4 4 3110 5 5 3 '4'-G' 20=4' 34 34 8 -14 3 10 - 5 - / _ w IG' -0" 2'xGu2'x.o4o' 4'-3' 9-7' 2G 2G 9 5 5 3 1101 6 5 3 4'-3' 1 19'-9' 34 34 19 - 5 3 10 - 5 - 8 O 17'- p" 2'X61/2"X.040 4'-0" 8'-4' 2G 2G 9 5 5 3 I I G G 4 4=0" 19'-3' 35 35 9 - 5 9 11 - 6 - / - 8 / - - 1 '- p' SX B'X.042' 3'-10' 8'-1" 26 2G 9 5 5 3 11 G G 4 3L 10" 18' 9' 35 35 - 9 - 1 1 - G - 8- ' 191-01 TX S A .042' 3'- 8" 7'-1 I' 27 27 10 5 5 3 12 G 6 4 3.8" 18'-4' 3 5 35 p - J53 12 - G - 8 / 83 %8'X.042' 3'-G" 7'-9' 27 27 10 G 5 3 12 7 7 4 3=G" 17=11' 35 35 10 - 3 12 - 7 - - J O" 24 1 8' - p" 2 X 6112 X024 T 9'-p' 2 n u2 x.o 24. 9'-0* G'-, LL:10' 0' 2 XGI12X.024 2 11'- 0' 2%6112x.024 5'- O cV K 0' 2x6U2 x.032 5'- 13'_ 0" 2 XG112 X032 217 1. 14-- 0' 12 X6112 x.032 4'- J1 15 0' 1z x612 x.040 4' JI I G'- 0' 12 XG 112 x.040 4' O" 24 1 24 G 1 3.13 1 2 1 7 4 4 2 G' -B' 21'- B' 24 24 GI 313 2 7 217 �j 4 14 12 G-' 3' 20'- 8° 25 25 6 4 3 2 6 4 4 3 5=9" 20' 4' 25 25 7 4 3 2 S. 4 4 3 SL 5 19 0' 25 25 7 4 4 3 9 5 5 3 571 18'- 9' 25 25 9 4 4 3 9 5 5 3 4'-9' 18, G' 2G 2G 8 4 4 3 10 5 5 3 4=6 17= 3' 1 2G I 2G 9 5 5 3 10 G 5 3 1 4'- 3' 17= �IIO$T�ims (nMOAPE USED FOR >:COWI7IOR. ,�'S'ETrPEO-Q •MRO': 11R[ US[0 FOR FOd7ING:. 8.- 0' 2 %G112 x.024 7`3'1 9= 0' 22 1 22 5 1313 1 2 6 1 31,31 21 7'-3" 18'-9' 1 28 28 1 513 3 1 2 1 6 1 3 13 2 1 8/ _NOTE g' - p' 2XGUZX.024 G' 8" 8'-8 23 23 G 3 '3 2 7 4 4 2 G'-8' 18'-0' 29 29 G 3 3 2 7 4 4 2 �j 10' - 0` 2 %612 x•032 G' 2" 8'- 4' 23 23 G 3 3 2 7 4 4121 G'- 2" 17=4' 29 29 6 3 3 2 7 4 4 2 / l2)- M 14 S.MS OR TE KS. EA.� � DE 4- TL) (2)-5 8.X 4 EMBEQA 114 BOLTWlll4 STL. GALV. WASHER PLT- re O SHT. 11 2xGI/2X.032 5'-9° 8'-O' 23 23 6 4 3 2 8 4 4 3 5'-9" 16'-8 29 29 6 4 3 2 8 4 4 3 / O 12'-0' Lx6112xO32 5'-4 7'--9' 23 23 7 4 3 2 8 4 4 3 5'-4" 16'-I' 30 30 7 4 4 2 8 4 4 3 8/ 13'- 0" 2xGu2xo40 5'-0' 7''-G" 24 24 7 4 4 3 9 5 5 3 5'-0" 15'-7' 30 30 7- 4 3 9- 5 3 8/ J 14'= p' 2 x612 xo4o 4'-9 7'-3' 24 - 24 8 4 4 3 9 5 5 3 4'-8' 15' 1' 30 30 8- 4 3 9- 5 3 8/ J 2'x 61/26& S THICKNESS & SPACING 3 x 8 RAFTER TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C PROJECTION. I8"O.C. 20' 0. C. 22' O.C. r uJ o RAFTER TO BEAM CONNECTION Lu BEAM TO POST CONNECTION C(5 O N J 8'- 0" .024" .024" •024' WIND SPEED -IOOMPHWIND SPEED-IIOMP.H. WINDSPEED • IOOMPHWINDSPEED-IIOM.PH. ,).-0.,r__ .024" .024'.024" TO RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'- 0` 024" 024" 032" 11'- 0" .032" .032" •032" 14 SHIT. II (21-110 S.M$(2)•i EA. LEG (4 TOTAL 1 l{S.N.S. W11 V2'X U8' PLE EA L.Er.WNSE4-ro1AL) 121-0I0 S.M.S. EACH LEG (4-TOTALI (2)-i 145M5. Wit12'X118' WASKERR.T. EA, LEG.l4-TOTAL 12'- 0" •032" -032' .03211 ® 21 O �2 WXB'X.040" �I W/ INSERT SgE FOOTNOTE 445 3-xB- .040 /I T,S FOOTNOTE4 5 13- 0' •032" .032" .040" 15 SMT. 11 (2)-110 SMS EA SIDE CF RAFTER ( 4 T07AL) (4)-1112 SMS. w/its, x rSQ WASHER, EA (2)-s 14 SMS. EA. SIDE OF RAFTER l4 -TOTAL) (4)-i 12 SM WI 16•X I'SQ. WASHER, EA. 14-01 .032' •040' .040° 115 0' A40" 040 .040° 040" 040' 042" WIND SPEED IOOM.PH. WIND SPEED IIOM.PId I WINDSPEED IOOMPHIWIND SPEED IIOMP.H. �IIO$T�ims (nMOAPE USED FOR >:COWI7IOR. ,�'S'ETrPEO-Q •MRO': 11R[ US[0 FOR FOd7ING:. 4. GENERAL NOTES All) SPECIFICATIONS: 1. Al..lnu. design and at..,...... per the latest edition or the Unlror. 9ullding Coda And the 1902 ad l it,. or the Alu.lnu. C,n,tructl,n 2. �lAt. ternat• .l,li- Alloy.•ay be .,b.titPt.d I those an,,,, pro"Idea tn.r .re registered .ten the A1.11-A.uela ion And n... .,ul or greats: y"Id and 'plass s..engins. 1. Ail concrete ...It he.. • .in1.uA 2B 1., call .... le• .tr•ngth of 2,000 p...l.. Concrete slab shall n..e 31' .Inl.w thickn....nd shall be lP e, 1'111° fa ttnga" shell Dear on fire. neutral un-dleturbAd Boll or •rtirled nu. Design "•:cleat soil During vr...or.. I. v. S.F. S. All steel ...Der. shall De not -dip 9a1,anl.•d or electroplated .nd ,.Tera to A.S.T.M. 1-1ce, G -d• C. 0. .lu.i .. /a tonors.hall be 2020-14. All other fears-, •hall be ° g.t.a.l.ed steel r cadmtom P1at,d. All Dolts shall ...form to A.S.T.A. 1-111 And n.". standard c"t plate ...n.r.. Hal,, to, Dolts hell De Dolt diameter plus 1/18' AeAI.uA. 7. C.pan.lon Dolt. shell be Hl..I K.1N Bolt. All It carbon .tell a eeu.l per I.C.B.O. E. R. No. 4027. All Dolt• .hall neo. A •into". concrete edge distant. of a bels dlameter.. B. Each In.tall.ilon hall be.. an ldentlfring tag 91"1.0 the nu. and add.... or the .en,fact"r.r. de.lgn loads And encloaebilltr• 9. All Lt... P.rtaining to each p.rticu L.r installation .hall be circled. 1.e., protect, pest ,vae/ng, rooting datatt, ate. tD. OPen lattics o.uo eu•r .hall not be .amo..d lith Any Trp. or .olid .at•rt.l, and the deal" told. hwr•,n1y been •polled t" the hertont.l projected Are* or the lattice. FarFAr., be..,, etc. par I.C.D.o. tri is ria. 11. For 11 daeell rd.r•ne•s, so. snot II of 12 lLa 1 • - �Ls r. rod ! ' ''es 1 - ' �etpfErsp4 ,i P� OPpI LNG/M/fl+ SS •c I JAMES w. FOA • No.2e2L,p01 LC.aCL E.S. EVALUATICN REPORT NO. Cj038 O $Hr. 11 (2)-i12SMS, OR TENS. EA. SIDE OF POSTl4-TQT.1 a i)ure�i�e°F�`. OR BOLT wA l�3 X 114 j� W�,� � FOX ENGINEERING- FAK Zn�i.a•Eso• E JAMES M. FOX, STRUCTURAL ENGINEER r000 iaLeORAON No. DOWNEY. CALIFORNIA •oleo (2)-N 12 SMS OR TEKS EA.SID-TO POST(A-TOT.) a I) MMS X 2V2'EMBE0. ANCHOR BOLT W/ 3 X'U4' ACHED,LATTICE-TYPE rPATIOCOVER W/24"MAX. O.H. .'10, 20 a 30 P•SF. D SPEED'IOOa IIOMP H. 17 18 917, I I IZ)-N12SM OR TEKS. EA. SIDE OF POST (4 -TOTAL) a 318'0 A.B GALV W/I"SO X U4!STLG4LV WASHER R7. _NOTE ORE OF EA. SIDE OF (4 -TOTAL) & 318.0 n. GALV.WII' U4'STL GALV WASHER R.T. . KX. 'Cowl u- m O • J J 1, . ,I 8.- 0' 024 .024 032 POST TYPES 5,-0, •032' .032" 032" 3'So..POST+(2)- 2'X.6.1/2' X .024' W I (8 )'# 14 SMS. • ' LO. 3' SQ. POST (2) - 2' M'G 1/2" X.p32A-W/(8.){14•..CW5. 3'SQ POST +(2) X 024' W/ (12)-014 S:MS: ®.34SQ P05T+(2)-2'X.6 I/2N :X'.032'101 ( 12)-4►14 S.AtS•. 10'- 0' .032" .032" .032" 11'- D' .032 .032 C40" 121-U .040 .040' 040' ® SM.II 2)-N I4 S. MLS. OR TEKS EA. SIDE OF POST (4- TOTAL I (2)-518 0X 4 EMS ANCHOR BOLT W/ 114 STL. GALV. WASHER PLS WAHIM l2)- M 14 S.MS OR TE KS. EA.� � DE 4- TL) (2)-5 8.X 4 EMBEQA 114 BOLTWlll4 STL. GALV. WASHER PLT- re O SHT. 11 L.�, I 2) -SI B°4 2)-wo X B' CONC. EMSM u 21-SIB�$MB.� 2)-314'O%8' CANC. EMBED L.BL a• 20 30 21-v2•e M.B. 21-314'0 %$' 13'-0' .040" e .040 .040' 14-0' .040" .042' .042.V �L-8620 3.0 (q� (21-314'OXB' NC EMBED, AOaD ' ' TABLE FOOTNOTES: i P_" ON CON ATE -SLAB, SAFETY STAKE OR ABESCO ANCHOR. 4. FOR 8'X 040'BEAM WlI USE �n_4]_ FOR L.L. lO PSF, IG' MAX• PInJE ION' 2. 0057 irPES ttB�, AxD j3J� nay BE u5E0 AT,..�ON[REifi SLAB• SAFETY. U$E 4 FOR L.L.=20 P. SF.; 2 R)R L -L.-3300 P. S. F., MAX. PROJECTION; 4 FOIE • STAKE OR ABESCO ANCHDR. POST TYPES LZ.I aND .LM]'SMALL BE USED L.L• PS.F. 14' MAX. CTIONS AND DETAIL W1121- 5/8•p M.B. CH aT FOOTINGS. SEE POST TrPE SCHEDULE,. HIS SHEET.. TO BEAM HEADER 4 POST. S. TOTAL MINIMUM NUMBER OF SHEE 7-.LIETAL'SCREWS PER POST TO BEAR 5 -FOR 3rXWW40'BEAM W/ INSERT USE DETAIL G SHEET 11 FOR POST 845E CONN. CONNECTION'FOR OE TAIL 2 AND 1 a DETAIL12 .SHEET II FOR POST/ BEAM HEADER CONN 4. GENERAL NOTES All) SPECIFICATIONS: 1. Al..lnu. design and at..,...... per the latest edition or the Unlror. 9ullding Coda And the 1902 ad l it,. or the Alu.lnu. C,n,tructl,n 2. �lAt. ternat• .l,li- Alloy.•ay be .,b.titPt.d I those an,,,, pro"Idea tn.r .re registered .ten the A1.11-A.uela ion And n... .,ul or greats: y"Id and 'plass s..engins. 1. Ail concrete ...It he.. • .in1.uA 2B 1., call .... le• .tr•ngth of 2,000 p...l.. Concrete slab shall n..e 31' .Inl.w thickn....nd shall be lP e, 1'111° fa ttnga" shell Dear on fire. neutral un-dleturbAd Boll or •rtirled nu. Design "•:cleat soil During vr...or.. I. v. S.F. S. All steel ...Der. shall De not -dip 9a1,anl.•d or electroplated .nd ,.Tera to A.S.T.M. 1-1ce, G -d• C. 0. .lu.i .. /a tonors.hall be 2020-14. All other fears-, •hall be ° g.t.a.l.ed steel r cadmtom P1at,d. All Dolts shall ...form to A.S.T.A. 1-111 And n.". standard c"t plate ...n.r.. Hal,, to, Dolts hell De Dolt diameter plus 1/18' AeAI.uA. 7. C.pan.lon Dolt. shell be Hl..I K.1N Bolt. All It carbon .tell a eeu.l per I.C.B.O. E. R. No. 4027. All Dolt• .hall neo. A •into". concrete edge distant. of a bels dlameter.. B. Each In.tall.ilon hall be.. an ldentlfring tag 91"1.0 the nu. and add.... or the .en,fact"r.r. de.lgn loads And encloaebilltr• 9. All Lt... P.rtaining to each p.rticu L.r installation .hall be circled. 1.e., protect, pest ,vae/ng, rooting datatt, ate. tD. OPen lattics o.uo eu•r .hall not be .amo..d lith Any Trp. or .olid .at•rt.l, and the deal" told. hwr•,n1y been •polled t" the hertont.l projected Are* or the lattice. FarFAr., be..,, etc. par I.C.D.o. tri is ria. 11. For 11 daeell rd.r•ne•s, so. snot II of 12 lLa 1 • - �Ls r. rod ! ' ''es 1 - ' �etpfErsp4 ,i P� OPpI LNG/M/fl+ SS •c I JAMES w. FOA • No.2e2L,p01 LC.aCL E.S. EVALUATICN REPORT NO. Cj038 -ls 9z j� W�,� � FOX ENGINEERING- FAK Zn�i.a•Eso• E JAMES M. FOX, STRUCTURAL ENGINEER r000 iaLeORAON No. DOWNEY. CALIFORNIA •oleo '""m'K'°01 "" ) ACHED,LATTICE-TYPE rPATIOCOVER W/24"MAX. O.H. .'10, 20 a 30 P•SF. D SPEED'IOOa IIOMP H. ALUMA'-LATTICEPATIO COVER (As &E eY) VALLEY ALUMINUM COMPANY '3602I? LINCOLN ST. (60212%8-6224 -....42 -17287 ' 2 OF 12 I. _NOTE . KX. - �Of�P S VE�6 L 2` 1 MSN J*i / UTTICE � 1 SEE DETAIL 1 4 SHL II THICK Y� CON SLAB 0•hptl N OPTIONAL RA R: WEE SEE TABLES A&B CROS/SSERION FOR SIZE & SPACING BELOW NOTE: L NO CRACKS WATHIN 2'G'OF POSTS SMALL BE OF POST SHALL BE SET BACK A MINIMUM OF 4" FROM EDGE OF SLAB Ex 1: RES BEAM / HEADER SEE TABLE A FOR SIZE\ POST SPACING/ FTG, SIZE 6 MIN No: OF POSTS i # TAerE fDDT�OT[s: ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 70 8 90 M.PH.) TABLE A 1:. CONCRETE,SLAB (EXISTING ON NEW) CONCRETE SICK DOCS NOT EEI3T A{0 2. coTELT'ENRCUIIDONf117ERIS-. c7 - 90 M.PH. WIND SPEED - 100 M.P.H MAXIMUM POST SPACING 8 FOOTING SIZE,WIND = 10/1.5,UPLIFT =10/15 �. Ao xAs WILL of COASTRUCTED,'AS PART So CF THE 3 INSTALLATION. .• Z 0 •• TO BEAM TO RAFTER W Q 3' X 8' X .042' BEAM / HEADER WITH CHANNEL INSERT FOOT I NG SIZE 3. POST Sllf IT 3• So. 1 .082• (2 3• so. 1 .083• 3 3 So. 1 � cr 1- N w U w �) o W W w � o .125• �. 3� so. 1 .,ee• w 00X0 N It ®` 2a D Z MAXIMUM POS HEIGHT 8r SIZE _ CO S rf i m a m �� a MAXIMUM POST HEIGHT = 8'-7- MAXIMUM POST HEIGHT = 11' 0" z (4 -TOTAL) z (4 -TOTAL) 5'-O < g WIND = 70 M.P.H. WIND . 90 MPH WIND or 70 MPH WIND = 90 MPH. w 12 v 15 (2)-#10. S.M.S. EACH SIDE OF RARER cr (2)-# 10 SMS. EACH SIDE OF RAFTER. (4)-N 12 SMS NO SLAB wl SLABNO SLAB W! SLAB NO. SLAB .W! SLAB NO. SLAB 1.1111 SLAB m (2)-x12 SM.S. 1.4)-1112 S.MS. 17'--$" 3'X 8•X.030' 12-8' S'-0" 16' -II' 2-2 xl )18''x2'(I)2'G"snxle 181x2' ')24'sax �' 18°x22 I)2 $'snxle) x21G'(' SEE BEAM a 21' 2' 3 X X,03G' 7-2" 15 6-0 15'-G' 04sox1B(' .0.7-7-j x2'-F8'SaX18' 18o 2.4"' 2'-G'saxiO' Ig x2=311)2-10'soxls(' x2' 1 4 -TOTAL) N TO POST 24'-9" 3'X X.042' 17'-9' 770" 12'--5' 2'•5'SaX1B(' IB" x2'2'1i 2-9'�x Ig9TX2: 1. 2' -BAS 18"x24'11 3=OsnxIB1 1 x2'8'(1 3 CONNECTION TABLE 8`7' 11* -J BELOW.. 14'-8" 1 3'X 8"X .030' 10'-G" 4'-2" 15'-G' 2-Isnx '�xEIOy'' '45o,x1�(' 18 2L2°(' 2'2snx18("I$ x2' (') 2'-G7sox18.' 71x2'4 fl) POST HEIGHT 17'-7' 3'X 8 X .036" 12'-7' 5`06 14'-2 2' 2Sixd(' IB,0x 2' (' 2'•6Sax1e(' ' x2-2' ' 2 4snx1 ' I x2'2(') 2 8snxle' 18'rxcti4' ' CL h,oe' O 2O'-7' S X 8'X .042' 14-9" 5'-v Ir -4" 2' 4 18~x 2' t') (8 IB 18'x24'(" 2'Gsnx) I x2'2'E' IOsax18(') _(p ' MOTE: THIS OPEN LATIICE-TYPE STRUCTURE MAY NOT BE ENCLOSED. OPEN LATTICE TYPE PATIO COVER CROSS-SECTION GENERAL NOTES AND SPECIFICATIONS: 1.•'A11•t,1. 01.19, ..d tresses • l Perot tns 1•t•.t •action or en. Un1f1r. 0,11 1, Coe, .m the 1982 rsoluo, of the At1.".. Conorlcuen 1.1. Z. Alt. -t. A...t lot - 1110'• the be sue•tltut•d for tno•• •nom, *10.10.0 trey • 1.91.1 red let'hst tn• Alw tnu. .••ocletlon end n.1• •pu.l or 9,1.11 rl.la end ol1s 1ere.gtn•. 3. All co c,•e..% nee• ..Irl... 2B d.y ee.Pr•••t,•-tr.n9tn of 2.000 'P.,.1."Cen rete slab shell naso 3i- 01.1.10 thick..•, end ... 11 be In good 1ondItI ". e. Act roetln9. •h.II b„r n10, -111.1--d1•t11b•a •ell S. i..tirl.d nu. 0••19, 1•reI. sou b•.rtn9 Pnslre 1,000 P.S,ro' ll steel ...be,. 1,111 be not -dip 9.11en1-d er e1.lropt.eea end enr. to ..s.T.N. A -.•B, Grad. C. 8. . or , -Irl. r..tons,• •h.11, b. ........ All other f..e•n.r. .nett b• 9.1 ... t••1 r c•e-11. plead. All bolts •heti conr,r. to A. s. T.N. A-301 ..don•.• .tend,rd eft plot•-•en•re. hole, to, bolt. 231 b• belt dle.et•r plus 1/15- •eA leu.. 1. Eep.n•10n bolt. •n11 be hlltl N.1k Bolt. AD 21 b..•test or 109.1 per I. C.B.O. E.R. No. ..11. .Il bolt• 1,111 n•1• • •Int.u. eb....t• *dp• Vend. or 6 bolt dI=t•i•. {. Each In,tAl1•110, •hot beer en old-tifyin0 top 911110 the n•a end .dd.... or th...,,f,,tur•r. dotg, to•d...d .nelo•ability. 9. ll!It*,per t.lnlnp to e.eh 11ticul•r ln•t.11et tan •hell be cl-led. 1..., o,o]•et, poet epee In., rood l.. 111.1 t, .tee l0. DPI. l.titc• p,t1e Coss .n.11 not be ..,Io,,d dun . y lye• IT .oua se 11, e.d The d••Ign toed, n..• my been Applied to the ber,o.t1 pro Jected .re• 0/ tn. 11ti... -ft.- b••... •t,. per I.C.B.O. c.,t. r a. 11. Gar 11t•f•renh c... ••• Sot 11 of 12 ;*,TYPES T AND In ABI US[D FOR CO TION. 71 TTPC{ ■IID' ••J� ARC USED FOR FOOTIK: CODOIRON. POST TYPES # [D.3'SO.POST+(21- 24X G.112' X.024' WI (8)-* 14 SMS: © 3'Sa.POST+(2)-'2'xG 1/2' X .0321' W / (8)-* 14 • SMS. © '3' Sa POST + (2) 2;X X 0 24' W/ (12)-• 14 S.AIS: ® 34Sa POST+(2) - 2'X G 172' X•032'. WI (12)=014 SATS: FASTENER CONNECTION TABLE a RAFTER TO [SEAM CONNECTION WITH MAXIMUM OVERHANGS ( WIND w WIND SPE15D-70 -70 M.P.H. WIND SPEED - 90 M.PH. WIND SPEED - 100 M.P.H WIND SPEED. - 110 MPH FOOTING SIZE m ? MAXIMUM POST HEIGHT a SIZE ¢ MAXIMUM POST HEIGHT. W-7• MAXIMUM POST HEIGHT- 11'0* X st C)U) WIND orIOOM.P•H WIND - 110 MPH. WIND= 100 M.PH. WIND -110 MP.H. NO SLAB 2 W/ SLAB ' NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM 15'-2' (2)-# 10 S.M.S. EACH LEG (2) -RIO S.M.S.W1 1112 -X V8' (21-#10 SMS EA. LEG 121-312 SM.S, W11112'Xlid (2)-N 12 SM.5 EA. LEG (2)-4F 12 S.MS EA -LEG (21-112 S.M.S. EA. LEG (2)-4t 12 SMS EA LEG ®` -( 4 -TOTAL 1 WASH. RI EA. LEG ( 4 -TOTAL) MASHER PLT. EA. LEG. ( 4 -TOTAL) Will I ll2'X 3'X 114WISH (4 -TOTAL 1 WII V2'X 3-X 114WASN RT 10' - 6 4'-2- (4 -TOTAL) 17'-7" 1 3'X8"X,03G- (4 -TOTAL) 5'-O ( 4 -TOTAL 1 20'-7- 3X8'XA42 ( 4 -TOTAL I 15 (2)-#10. S.M.S. EACH SIDE OF RARER 141-!! 10 SMS• (2)-# 10 SMS. EACH SIDE OF RAFTER. (4)-N 12 SMS (4)-tQ SM.S. EA. SIDE OF RARER 14)- *0 12 SMS (2)-x12 SM.S. 1.4)-1112 S.MS. (4-10TAL) f 4 -TOTAL 1 U, SIDE OF RAFTER EA. SIDE OF RARER BHT. 1_I ( 4 -TOTAL 1 1 4 -TOTAL) l 4 -TOTAL ) J_ wx WIND.SPEED 70 MPH. �. LIVE LOAD - 20 LIVE LOAD - 30 �� `; 2❑ ❑2 BEAM TO POST CONNECTION WIND SPEED = 90 MPH. WIND SPEED- 100 M.P H. LIVE -LOAD -aO LIVE LOAD - 30. LIVE LOAD- 20 LIVE LOAD= 30 ® 2❑ (2) - 51811(K& TO BM (2)-3A&MB. TO POST - WIND SPEED Is 110 MPH. LIVE -LOAD . 20 LIVE LOAD = 30 (2) 540 M.B. TO BEAM 12) 314'0M BTO POST # FOR SIZES OF 3 SO. POSTS SEETABLE FOOTNOTES ABOVE. ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 8 110' M.Pri. ) TABLE B z N w e N a In D: CL w ULL V17'8' z �� mid :3G! ,�-� wo mf Dr MAXIMUM POST SPACING & FOOTING SIZE, WIND- 19/23 PSF .UPLIFT- 30 PSF w a z = 0) S w a Z m v 3" X 8" X ,042" BEAM / HEADER WITH CHANNEL INSERT FOOTING SIZE m ? MAXIMUM POST HEIGHT a SIZE ¢ MAXIMUM POST HEIGHT. W-7• MAXIMUM POST HEIGHT- 11'0* X st C)U) WIND orIOOM.P•H WIND - 110 MPH. WIND= 100 M.PH. WIND -110 MP.H. NO SLAB 2 W/ SLAB ' NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB w a N 3"X8!XA30" 12'-8' 5-0" IG' -I I' z-8'sGXIB'(1) le'IDx214`(1)2to'snxe' w,,Axz-G• zirsnxle' _B, 7, V 5,.x181."0x210• SEE BEAM TO POST CONNECTION TABLE ABOVE. 21=2" 3"X8'XA3G" 15'-2' G' 0 15'-G" zoo-snxle•1111e•e xz-G•' 3'o'snxJB'(z) 1e•0x2=e' l 13PSa%Ie'121 I6AX 2=D'l 3'-3�aEB�a1 )e+x3'-a1 1 24'-9 3 X8X,042 17'-9 7'-0' 12'-5' 3-0`SQ x 6 (2) 18- 0 x Ly-gs (ZI 3LM.xe'(2)Box2La'( 3'- xle� 11B�x3'-o'l) 3'-55n•xgr leg x3'-2' 3 J LL, a 14'-8 3'X8"X,030' 10' - 6 4'-2- -15=G 1evx2L4'(11 2'=s'so-x18'(1 1e'WX2!-G'411 2'-SrSnx)a'(')1e'Wx2-Cl'I 2'-1115nxw(NI81wx2'-e•(11 17'-7" 1 3'X8"X,03G- 12'-7" 5'-O 14'-2 Bsox18•111IB-Axl'-G'(' 2'-a 1x'(1118 x z=eN"V-11-WIS'f1 16'Px2e (1) T-rsaxle-2)IB"Ax2,10°t21 20'-7- 3X8'XA42 14'-9" 5-10 I I'-4' 2'-Io3oJ(Ier leyx24 (L 3'-osnxle'f21lebx2-8' 12t 3'-r'snxlg(v s'-3"saxle"z)3'-s°snxlelvld/xs'o"z1 J J �I3r� r.� 0 PROAFy; OSIS �11'C_1111 �9` fa W OR[ff` 016E -20H 3 � 19CL1 E.S. EVALUATION REPORT NO 5038 aIs Kx. aANcros(T{z ro3 w� FOX ENG1NEERING .,>< 9n,., E7 JAMES M. IOX, STRUCTURAL ENGINEER {o{o TEL900APH RD. DO t NBT. CALIFORNIA •0240 �..m.LFUL-•'• ATTACHED LATTICE -TYPE ;:. ALMA -LA CEPA710 C ERS PATIO COVER W/MAX O.H, L.L.•20830P.S.F VALLEY ALUANNUIN COMPANY WIND SPEED -70&9O M.P.H w- (JAK N.SL (60?JIM 622 . ,DRr-4a-IszB7 3 OF 12 L IA I SEE PIA 04t% 0:�. b (.T't�`� P!�`O • 4h �My SER SP^H 3( e2` IOQ 11� _ , II I _o • I II SEE DETAIL Illi 1j I I IL%1 1 a 4).S MRAFTERIW III I ' IIIA 1 II I I TABLE E I Ilii I l l l L(J� SPACING CIO 0312' THICK (III POSE I CONC. LAB OPTIONAL - �•� S� TiG . NOTE: NO CRACKS WITHIN 2'-6" OF POSTS SHALL NOTE; THIS OPEN LATTICE -TYPE STRUCTURE NAT g BE ENCLOSED. BE PERMITTED. POST SHALL 1£ SET BACK A MINIMUM OF 4' MOM EDGE OF OPEN LATTICE -TYPE PATIO COVER SLAB. • MAX, PROJECTION MAX. SINGLE SPAN PER TABLE A B $ C LMAX. O.H. NOTE: FOR BEAM To POSTTO BEAM SEE TABLE E� FOR RAFTER 10 BEAM n LATTICE I CONNECTION, SEE TABLE F. i n -nn I I L__1 CROSS SECTION, SINGLE SPAN __MAX. PROJECTION__._.._,.._....__ CLATTICE MAX. '0 H. I RAFTER SPAN I RAFTER SPAN ' MAX QR jar r SIr {SEE EWL K:{� flu x:= I H0(E 0 10 W <1 S:r FOOTING 3" X S' X ,042" W/ INSERT HEADER / BEAM 'N ala _1 31'- 9' 17'- 9' O'y d: FOOTING SIZE 3�' THICK tX)NC. SLAB 312'THICK COW - MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11-0' OP(gNAL SLAB, OPTIONAL �3 1 I I L__1 CROSS SECTION, SINGLE SPAN __MAX. PROJECTION__._.._,.._....__ CLATTICE MAX. '0 H. I RAFTER SPAN I RAFTER SPAN ' MAX QR jar SEE G kk I MI/LTI•SPAN MULTI -SPAN {SEE EWL K:{� NOTE -410 j I H0(E 0 10 W 3" X 8 X .042" HEADER/ BEAM FOOTING 3" X S' X ,042" W/ INSERT HEADER / BEAM Q= 31'- 9' 17'- 9' O'y 13'-!)" I A°x 2 I 0l Il�luo"t x ' I •x sQx le+yx FOOTING SIZE '- O _ 312'THICK COW - MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11-0' u SLAB, OPTIONAL �3 m. 1 i 1 1J 1 REQ �_ J 90MPH 70MPH 9OMPH CROSS SECTION, MULTI SPAN 12-7 x2 ■ %28r1 to I x Lu % x3o1 5oK64 / SLAB I NO SLAB MAXIMUM RAFTER RAFTER SIZE ( AT 24' O.C.) 2 X 6 1/2 X .02 2 X'GV2X.03. 2 X 61/2 X.041 3 X 8 X.042' A OVERHANG WIND 70 M.P.H. W1X. CLEAR MAX. SPAN OVERHAI 12'-4" 4'-4 I G'- 6' 5'- 9 20'-7' 7-2 23'-I l" B'-4 TABLE __I� ED 90 M.P.H. kX. CLEAR MAX. SPAN OVERHM 12'-4' 4'-4" 1 G'- 6' 5-9* 20'-7" 7'- 3' 23'-11" 8'-4r BEAM 70 POST CONNECTION WINDSPEED-70 MNDSPEEDdSO LIVE LOAD LIVE. LOAD IQ 2D 30 10 2Q 3Q ❑2 - I - E RAFTER 70 BEAM CCNNECTIO( �Q� WIND SPEED -70 IZPI 10:RAETER- .TO BEAM (21A 10 SMS l2t- 410 S.k 14 EA. LF.G. X 3 X U4 WASH (4 -TOTAL) LEG. (4-70' IS I(2)-#)0 SMS (41-D 10 S.M EASIOE OF SIDE OF RAFT RAFT.I 4-7071 3'X WYG6H k FREESTANDING FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED=70 e 90 M.P.H.) TABLE A RAFTER SIZE (AT 24' O.C.) PROJECTION MAXIMUM POST SPACING AND. FOOTING SIZE MAXIMUM FOOTING SIZE POST SFACINGMAXIMUM R05T HEIGHT= 8-7" MAXIMUM POST HEIGHT= 11'-0' WITH 70 MP. H. 90 MPH. 70 MPH. 90 MAH. Wx INSERT W/ SLAB NO SUB W/ SUB INDSLABIWISLAB NO SLAB W/SLAB ND SLAB L.L.- 20 PS F. 3" X 8 X .042" HEADER/ BEAM FOOTING 3" X S' X ,042" W/ INSERT HEADER / BEAM Q= 31'- 9' 17'- 9' FOOTING SIZE 13'-!)" I A°x 2 I 0l Il�luo"t x ' I •x sQx le+yx FOOTING SIZE Sp m 0 MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11-0' o MAXIMUM POST HEIGHT = 8'a• MAXIMUM POST HEIGHT =I I'-0" �3 XNu 70 MPH= 90 MPH 70 MPH 90MPH REQ 70 MPH 90MPH 70MPH 9OMPH 5 - 10 12-7 x2 ■ %28r1 to I x Lu % x3o1 5oK64 / SLAB I NO SLAB WI SLAB NO SLAB WI SLAB ND SLAB W/ SLAB NO SLAB WI SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB WI SLAB NO SLAB LIVE LOAD 10=P.SF. I3 3 X 8 X 4 5`0' 14-6' le x za'(1) ze'sax m(3Fs°tu a3'sn xle"o) 31' -II"' 18"o x32'(21 3G'SQ.xle(2 IB°X 36'(3) 41" Snxlsl 6'-0' 13-3' I8'0x 24"(,) 2G'SO x1 I8.1" 30'SQ.x181) 30'-p 18"P'x 32'(2) 3S'SQ•x IB�21 1 x 3G'(3) 41' SQx 18(3) 7-0' 12'-3' IB'P'X 24'111 26'Sn%18116 lIl 30°SO•Xt 111 29'-4 t8'0x.32"12 35'SQXI r IeX 36'(3) 40"SQx18(;) 0' 11'-5 IBAX 24"(,) 26'5(2•x1 1G (,) 29"SaX 18111 Irj-a I8"' x 30"p 33'SQ.XI IB X 34(3) 38" 50X18(3'S'-0' I '1D' I8'Px 24'(1) 25'SQX18(1G' (,) 295Qx I (1j 24'-3" 18'° X 30"(Z 33"SOX18� IB X_34'(3) 37'SOXISf310'0' 10=4 IB'pX 24111 25'5@xlsiq I$x 2G'(I) 28'$0.X 1 (p G3'-2' IB"P x 30'(, 32°SQ.x I�, I X u'(3) 37°SQX 1814) 11-0* 9 10" IBpx 2401 2VS(L X18(1) IB'W% 26' 11) 29SQ-X 1 I) 2 2�- 2'1 18"01 x 30"(1 I 32'SQX*"( IB X 32'(4) 36"SQ x18(4) 12-0" 9'-5 I$PX 24'll) 26'SQ x1$(1) I8"X 2G'l.1 30% -X IB'(,) 21'-3 18"r X 28"(l 31'SQXIQ, I X 32'(4) _i'GSQXI8(q 13-� 9'-0" 18bX 24'(,1 27r9n•.x 18 (1 18'yx 2g'tIl 30"50:% 18(1) 2 •5 18'X X 28'(,) 31' Sp'X 18(1 IB x 32'(4) 35' SG X18(.) 14 -IF 0 B' -B' I$' % 24'(,1 27 SQ•xlB(,) 18 28 p) 31r5Px 181) 15'-8" 18"0 X 28"1i1 30'50•x181, 18T•X 32'(41 35'50-x18(41 15-0' 9-5' 1 e 26 (,) 28 Saxii, 18 °X 28 (11 32'SQX 18(1) 19'-2' IB"° X 26'(1) 30'SQX lei, IBEX 32'(4) SS* SQ XIB(4) 16L0" 1 B-2" 1 1 'Ex 2611 2 SQ•X 1 (, 1-8°x 30' 1132%Qx 18�,) 18'- 6" 18 0 X 26 U1 30 Sax t$i1 I8'" X 32441 34" SO x l80t I%"0" 7=11' 18PX 26(D 29'SQ.X 1811 IB' x 3211) 33'5Q•x IBiI) 18'-0' IB'° x 261,1 30"SD.x �1 X 32'(4) 345QX18 f41 MAXIMUM RAFTER RAFTER SIZE ( AT 24' O.C.) 2 X 6 1/2 X .02 2 X'GV2X.03. 2 X 61/2 X.041 3 X 8 X.042' A OVERHANG WIND 70 M.P.H. W1X. CLEAR MAX. SPAN OVERHAI 12'-4" 4'-4 I G'- 6' 5'- 9 20'-7' 7-2 23'-I l" B'-4 TABLE __I� ED 90 M.P.H. kX. CLEAR MAX. SPAN OVERHM 12'-4' 4'-4" 1 G'- 6' 5-9* 20'-7" 7'- 3' 23'-11" 8'-4r BEAM 70 POST CONNECTION WINDSPEED-70 MNDSPEEDdSO LIVE LOAD LIVE. LOAD IQ 2D 30 10 2Q 3Q ❑2 - I - E RAFTER 70 BEAM CCNNECTIO( �Q� WIND SPEED -70 IZPI 10:RAETER- .TO BEAM (21A 10 SMS l2t- 410 S.k 14 EA. LF.G. X 3 X U4 WASH (4 -TOTAL) LEG. (4-70' IS I(2)-#)0 SMS (41-D 10 S.M EASIOE OF SIDE OF RAFT RAFT.I 4-7071 3'X WYG6H k FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED -70890MPHUSMGLE SPAN TABLE C RAFTER SIZE (AT 24' O.C.) PROJECTION MAXIMUM RAFTER SPAN (CLEAR 1 MAXIMUM RAFTER OVERHANG MAXIMUM FOOTING SIZE POST SFACINGMAXIMUM R05T HEIGHT= 8-7" MAXIMUM POST HEIGHT= 11'-0' WITH 70 MP. H. 90 MPH. 70 MPH. 90 MAH. Wx INSERT W/ SLAB NO SUB W/ SUB INDSLABIWISLAB NO SLAB W/SLAB ND SLAB L.L.- 20 PS F. MAXIMUM POS�91"CIN" a x 8 x.042 W/ INSERT FOOTING .L.- 20 2 3 X 8 X.042' 31'- 9' 17'- 9' 7-' 0 " 13'-!)" I A°x 2 I 0l Il�luo"t x ' I •x sQx le+yx W/ SLAB I NO SLAB I WI SLAB NO SlM WISLAB NO SLAB I W/SLAB NO SLAB L.L.- 20 PS.F LL. -20 P.S.F " L.L. 30 P.S.F.. 1 7'-9' 1 13'- 7" IB"x2G ' 3o a x30 ' sQ• 'x 0tML....S L. L. 30 P. S.F L.L. 30 P.S.F L - 5 - 10 12-7 x2 ■ %28r1 to I x Lu % x3o1 5oK64 L.L.-30 P.S.F I I SO- P.S.F 3 X 8 X 4 FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED- 706 90 MPH.) -MULTI -SPAN TABLE D RAFTER SIZE ( AT 24.O.C.) (2)-110 PROJECTION MAXIMUM RAFTER SPAN (CLEAR) MAXIMUM RAFTER ovERHANG MAXIMUM POS�91"CIN" a x 8 x.042 W/ INSERT FOOTING SIZE MAXIMUM POST HEIGHT 8 7' MAXIMUM POST HEIGHT If -O` 70 MPH. 90 MP. H.1 70 MPH. 1 90 MPH. W/ SLAB I NO SLAB I WI SLAB NO SlM WISLAB NO SLAB I W/SLAB NO SLAB L.L.- 20 PS.F LL. -20 P.S.F " 1 31= ' 17- 1 7'-9' 1 13'- 7" IB"x2G ' 3o a x30 ' sQ• 'x 0tML....S L.L.-30 P.S.F I I SO- P.S.F 3 X 8 X 4 - S"-247 01 I EA - x29 11 32 SQA le x 11 % �x Sn• 1. CONCRETE SLAB (EXISTING OR NEN) CONDLETELY SURROUNDS NEN FOOTING. 2. CONCRETE SLAB GOES NOT E%t ST RNO NO SLNB NiLL BE CONSTRUCTED AS PART OF ENE. IN S TALLATIO,r. ]. DOST vIE (1) ]` SO. SD. % .062• z) ]• X .oe3• ]) ]" SO. X .125• .) 3• so. X .IBB• WIND SPEED - 90 TO RAFTER ITO BEAM WIIU2.2)-SFIO S -MS. (2)-110 T. EA. EACH L.EG. X3 X 1/4 -) t 4 TOT A ) EACH EA. (2)-R ID S.kl.5 EA. 4)4 10 S Wl3'X SIDE OF RAFTER. -TOT) 1 Tn TAI 1 OF RAFTEI WASHER I NOTE: VM TYPES I-lI AND ISS ARE USED FORS CO TION. BEST T, PCS ANO lei ANE USED EOR i..TTNO C0.01 N. POST TYPES (D.3'SQ- POST t(21-2'XG112' X .024' W / (8 )-# 14 SMS. p2 3' SOL. POST t (2) - 2' x G 1/2' X .032' W / (8 )-e 14 • SMS. © 31 SQPOST t(2) 2'X61/2' X 0 24' W/ (12)-014 S.MS. ® 3'SOL POST+(2) - 2'X G 1/2" X.032' W/ (12)=4114 S.M.S. +. Al,.th.e d•alo...d at......... par 1h• latest •dlt(on of the unlror• Buudlnv Code ane the 1982 .ditto. or the Alu.Inu. Con.truttlon z the.al. ecn•e. elu.ler •uor• .•r b• •ubailtut•d for coo•• sown. Dco.iaed cosy •r r.vla0raa rte. en• Aw.tnu. A••oc let tan dna odea •Ru•1 or or••1:_111 ..e ultlue..tr.noth•. 3. All o tate •.ell oar• • alnl.u. 2B der eo.pcuai.• strength o/ 2,000 p.a.i."[..tete also gran n•.e 3L• .ml.u. thick.... •.d ..hall b. I. vale condllton. ,. All rooclnv. nsll beer o. Fire. natural un-dt•cu:b.a •oil o s. e•rcln.d rut.'.•ruin •oil b.•rinv Pr••eufe .1.900 P.s.F.r ll 11.01 .•obr. .h.11 b• not-dI p•1.•ntrad or el•ctreDl•bd end 6. eo.ror. 10 w. s.T.N, A-aae. trade C. lu.tnu. fast...e. ..011 b• z02e-roe All ocher f••t•ner. All . .1'I,SV T�N"A-307 Steel •.dohs.•'.t•nd•rdlisted. cut Dl•te u,11.re.n Holu as roll(. •hall b. bolt diesels Dlue 1/19• ual.ua. 7. C+Dana ton Polis shall b. MSltl K.tk Bolt, KB 11 carbon steal o eb.•l p•f I.C.B.O. E.R.No. 4927. All bolts •hall here • ."i... ...... t, sails dt.t..c• of 6 bolt Blau tar•. B. Each tn.t•ll•tton .hall bur an lde.tlrrinp tag ol,lnp the nsu and ad.,.•• or the un.f•cturer, d•aipn load. and .nclo..bil lir. S. All ltea• Der talnlno to each Parelc.l•r lnatel letlon enell be circled, I.e., ProJect. post •Pac1n0. ruottno detail, •it. 10. ow. '•elle Y•Llo ewer .n."not b• e.clo.ed -lin .nr t1' pr aou. ul..ai. ..r.athoe•,lvn loads n. '.ri::'"e.•:Pe11r.a, he htrc'e of -':,1•d . r the la tut.,"per triter t•. 11. For all detail ......h.... a0• sheet II of Q. LC -BO- E.S. EVALUATION REPORT NO 5038 - -7'�'� A" • m;m FOX ENGINEER 1 N G eAC aEr-aa E JAMES M. r0%, STRUCTURAL ENGINEER 0000 *NL°DNAP" ND. DOWNEY, CALI/OMNIA $02.0 ""'�'L"L�"'" FREESII�NDBJGLATTIC£-TYPE PATIO COVER L.L.-ID 20 8 30 PSE WIND SPEED- 70 890 M.P.H ALUMA-LATTIC£PATIO COVER (ZBY) VALLEY ALUMINUM COMPANY 3602 W. LINCOLN ST. (602)278-6224 2iLL�LL" L�2flL 4 OF 12 •„� . NOTED ..�-�� Kx �` FREESTANDING LATTICE'PATIO COVER WITH OVERHANG ( WIND ' SPEED =• 100 & 110 M.P.H. ) TABLE A_ RAFTER ( AT 240 O.C. E MAXIMUM POST SPACING AND FOOTING SIZE MAXIMUM Rpy1=F2HANG MAXIMUM ez"o IZkMAXIMUM00 WIIN RT FOOTING SIZE 3' X '8' X .042" HEADER / BEAM 0 MPH. V X 8" X .0 / INSERT HEADER / B AM LIVE LOAD = 20 P.SF.(2, } a RAFTER FOOTING SIZE (3) (3 �.. FOOTING' SIZE 7.0' 13'-9' (Bax2•B' g 181bxYx7 'zt0,-A—& z3o" 3'•V'Q-8 S 1- 3 z MAXIMUM POST HEIGHT - 8'- 7" IMAXIMUM POST HEIGHT - z MAXIMUM POST HEIGHT= 8--7" MAXIMUM POST-HEIGHTCD = It—o.s: A.v.mv. a.a6n .ea .er..e°r.r• p•: tn• latest ettten °r en• antler. Building Code sed the tge2 .auto. .f the im.mw Con.esoeu.. 3�a 100' M.P.H. 110 M -PH. 100 M.PH. 110 M.P.H.xaNa 100 M.P.H. 110 M.PH. 100 M.P.H. 110 M.P.H. r .....1. ui1 20, W/SLAB NO SLAB W/SLAB NO SLAB W/SLAB NO SLAB IW/SLAB NO SLAB �Rvai W/SLABI NO SLA . W/SLAB IND SLAB W/ SLAB I NO SLAB I WI SLAB I NO SLAB axYO 3'- e s LIVE LOAD = 10 P S.F. 5'-0" 8'- 1' IS x 2=2ii 04 s0x1 I IS'%x22 2) =6"50x1$(2 18'-8' 18">x2=8' 3=15..x18 p 18' x3-0 (31 3-3wxI 6'-0' 7'-5' I 'x 2 Oil 2''3sQ xI&n 185x 2'2'(2 2' 5'56x18( 17-2 18'#x2-'8' (2) "° &x18(2 18046(21 3• X18(2 (21 ) ( 1 3) greater I ':d uulwt. •trengtna. 7'_p' 6'-p' 18x20'1 2'-3"sax vxx2'2i12'-5"saxl8(, 15'-10' 1 fx2=8' 2'-11'5.x18( 18#X2=10°,)3' Isa•xlg(2 �. Allconcrete.he 11 neva . •tnl.u. 2e a. , co.pr..ay. ar.noen or 2,w0 t" nave S,• mini— thick,*,• be to : 8'- O" G'- 5' I X 2'-2i1 24 saxlEp g/x 212"o 2'-6'snx& 14-9' 18' x2=Wli 2`105.x18(1 I #X2'-8"(zl 7_OSaxl - g'-0 G'/0' 18'x'x 2'-21)2'-5"s6.48t Bvx 2'2'2)2752x18 13' II' I$dx2'G" )2=1 soxl8cl 1 vX2=8'u) 3'-05.x18(. (I1 11'1 QI (2) (21 41 S. ill .teal .saber. shell be not -dip g.lv.nt.•d or electroplated .na Doter. to A.S. T. M. A-445, Grade C. im.t.u. 10:-0' X5.9' 15'rx 2'-4,I 2•G'S2xA115'x 2=4'(1)2-8"S(xx18u 13-3' ISvx2=G"(0 •9Saxl8(I 180)(ZITu12-IIs2)(1g1 e. f..tener. •hall be x024-14. Alt ether fastener. .hall be rbaitt°e 77,y0, 5'•5' 18"x 2'-47(p 2 7soxI% 185'X 2=Gi1129'sax&, 12'-5' 18vx2'G"-8'50x18OI$AX2=G'(I)Z-IOSnxl8(I (I • 2=8's4xIE( 01'x 2'Gil) '-10%QxI8t1 J2' I" 11x2'4' n 2'8snj(IBn)ax2=G'n)21 56x181 T. Per I. . b. to .h.0 be Mau X.tN Belt. NB li carbon .tea or equal . PerI.C.B.O. E.R. No. '4627. All belt• shall have . .Lnl. concrete leg• at.asoc. or a eau dt...,are. 13'-0' 5' 0' 18>x 2' 6'I 2 9s0x181I I$5x 2'8 'll"54x1$ I I'-7' I >'x2G' 2'9'50x18 118#x2=8 12-lisnxl8(I e. E.cn .tnateuauo. bell bear s Identifying tag giving the news ehd - ' 14'-O' 4'-10' ISIx2'-6il 2'-IOs0x ff18)+x 2=8'121 -0'su&1 II' -2' Ig 2=G'(112'-IO`kx1$1 IB'vx2=8'QI 3'•0 18 • • 15'-0' 448' 185x 2'-G', 2 105ox 1 185x 2' $' ) 3'-I'snxl ) 10'-10" 18'fx 2=8' (n 2 0 1&II F8'.X210 (2 3 I m 10. Openri:itic.a pat e:o erihalln.. bee...'d Wien any type of solid ' thevonly applied to the norrentel Proj•ct.d '.re. or en. lattice, rfter., b..... ate. per I.C.B.O. ' .eeu ref.r.ncea.see snot 12 or 12 11 . for a ocal ld MAXIMUM RAFTER SPAN. Sc OVERHANG TABLE a BEAM TO POST CONNECTION TABLE _ RAFTER TO BEAM CONNECTION TA— WIND HND SPEED WIND SPEED=100 WINDSPEED=110 ��' W(ND SPEED 100 WIND SPEED 110 \ RAFTER SIZE 100 110 M:PH. �� LIVE LOAD LIVE LOAD O�� To'R1ITTER 'TO BEAN TO RAFTER To eEnN ( AT 24' 0.0•) MAX.0 A MAX. MAX. CLEAR MAX. O I 3 20 21012SM5 21-012 S.MS (21.612 SM 12Ff 25. M.S SPAN OVERHAN6 SPAN OVEM4AW 3 XBx042 2 - - rL _ _ 14 EA. LEG (4 -TUT.) EA.CJM Wll VY EA.IEG x3 XV (4-7011 EA.LiGWII V2' X3 x114X ' 2'x G 1/2"x.024' 9'- 5' 3'- 0' V - 5 , 3' 0' _ 4 _ _ 4 RS. 41Tot R.T. 4 TOT. 2 x G 1/2 x 032 12'• 8"., 4'-0'- 12'-8" 4'-0' 2 3-518'2 2-SI$v IS (2)-612S.M FA.SL�OF (21-WeS.M.S. 21•!,12 S.MS EASmE OF RAFT. (21-1112 SUS En.9DE OF 2 x G 1/2 X 040 15'- 9' 5'-0' 15'- 9" 5'- 0' WNm lINSERT M.B. TO VAL EA. BEAM M.B.iOa - - BEAM.,A2g, - '• RAFs 14 -TOT) RAFT(4-TOT.) RAFT. l4 -707.1 TO ( T FT.(4-TOT.) 3 X 8 x 042 18' 4" 6' 0' 18'- 4'. G'- O' 518bM e1�sT TO POST TO POST V' . i • ' FDOT.oTESI - 'f 1, CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING. •' • 2. 'CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED -1008, 110 MPH.) SINGLE SPAN TABLE RAFTER ( AT 240 O.C. E J�G�\ (� MAXIMUM SPARAFTER (CLEAR) MAXIMUM Rpy1=F2HANG MAXIMUM ez"o IZkMAXIMUM00 WIIN RT FOOTING SIZE T HEI - M AXIMUM. - HEIG MPFH O MPH.IGHT PST 00 0 MPH. B NOSLAB WI SLAB INO SLAB IWISLAB IMOSLABIWISLAB INOSLAS LIVE LOAD = 20 P.SF.(2, �� RAFTER ( (2) (2) (2) (3) (3 3"X 8X.042" 31'-9' 17=9' 7.0' 13'-9' (Bax2•B' g 181bxYx7 'zt0,-A—& z3o" 3'•V'Q-8 IAVZ 18 RHANG W / 100 MPH I IO MPH. 100 MPH. 1 IO MPH, It—o.s: A.v.mv. a.a6n .ea .er..e°r.r• p•: tn• latest ettten °r en• antler. Building Code sed the tge2 .auto. .f the im.mw Con.esoeu.. (CLEAR) 3' x 8,X.042 LIVE LOAD= 30 P.S.F.(1) .....1. ui1 (I) ` ( ( ( ¢ (2) 3 X ` X .042" 2G' 5° I -9 5' -10' 12'-7- ge mki(2t Y arta 'S-dSclx axYO 3'- e 2. • •meth#. •iter• ..r be •ub.euvae for .nose .peen, provided en.T .r. r.gt.e•red eith the Alu.t.u. Aeaee fatten and hall equal or LIVE LOAD = 20 P.S.F •Of THIS INSTALLATION. 3 POST SIZE ' a (I1 3-S6. X.062' i t (2) 3' SO, X 483' (3) 3'56.X.125' . j (4)•3'SMX J88' fP� • • •6 i -PRO;- ' W 5a9pT�1 6 'VCS a f0 - �LS W. r0! 5 M, •iy .eJ, d �F.L EMGINr.. ' JAMES a �IV •;_ (C.B.O. E.S. EVALUATION REPORT NO. 5038 NOTE REFER TO SHTS. 4 $ If FOR CROSS-SECTIONS & .DETAIL CONNECTIONS FOX ENGINEERING PA.: m-:. E JAMES M. /Oji, STRUCTURAL' ENGINEER 8060 TNL2aRAPN RD. DOWNEY, CALIPONNIA 902.0 FREESTANDING LATTICE PATIO COVER W/ OVERHANG ( WIND SPEED=100 a 110 MPH.) MULTI -SPAN TABLE FREESTANDING LATTICE-TYP PATIO COVER L.L.-10, 20 & 30 P. SF. WIND SPEED -1008110 MP. ALUMA-LATTICE PATIO COVER (AS ResB VALLEY ALUMINUM COMPANY g6Q2 M./4INCOLN ST. (60T)Zi8-6224. MAXIMUM MAXIMUM MAXIMUM FOOTING SIZE ` " RAFTER SIZE •, �� RAFTER RAFTER POST SRtCING IMUM H • 8 7" MAXIMUM POST HEIGHT.I 1'-O" GENERAL Noyes AND spcAnd ( AT 24' 0. i .) SPAN RHANG W / 100 MPH I IO MPH. 100 MPH. 1 IO MPH, It—o.s: A.v.mv. a.a6n .ea .er..e°r.r• p•: tn• latest ettten °r en• antler. Building Code sed the tge2 .auto. .f the im.mw Con.esoeu.. (CLEAR) 3' x 8,X.042 .....1. ui1 WITH I--[*ISLAB NOSLABW/SLAB NOSLAB 110i SLAB 05LAg W/SLAB SLAB 2. • •meth#. •iter• ..r be •ub.euvae for .nose .peen, provided en.T .r. r.gt.e•red eith the Alu.t.u. Aeaee fatten and hall equal or LIVE LOAD = 20 P.S.F (21 ) ( 1 3) greater I ':d uulwt. •trengtna. 3 X 8X.04 1'-9' 17 9' 7'-0' I , 8'OX2a 3'-C♦k6y8 I�axYlpr Y SSB 7d 3'•�5(ixb I�ax72' 3'• g �. Allconcrete.he 11 neva . •tnl.u. 2e a. , co.pr..ay. ar.noen or 2,w0 t" nave S,• mini— thick,*,• be to - • p.a.i.nCencrete alae .hell and .hell good cendttion. - 4. All foots . ..all War on fir., n•eucal u.•dt•tvrb.d .oil o •.tIfI.d rut. Deag. vertical . i1 W°°rine pressor. 1.000 PP.S.F,c LIVE. L A D - 3 P.SF. (I1 11'1 QI (2) (21 41 S. ill .teal .saber. shell be not -dip g.lv.nt.•d or electroplated .na Doter. to A.S. T. M. A-445, Grade C. im.t.u. 3 X X. 4 (31 Az'� 2 .B Ietdr2B 3 •g 2'e' 3"150ve .3'O' 3' 3Snrg e. f..tener. •hall be x024-14. Alt ether fastener. .hall be rbaitt°e e.I...'11-soi and°he,, standard cut plate washers. Raise for • .h. I e• eott ata..ar plus 1/1B- .0 I.... - T. Per I. . b. to .h.0 be Mau X.tN Belt. NB li carbon .tea or equal . PerI.C.B.O. E.R. No. '4627. All belt• shall have . .Lnl. concrete leg• at.asoc. or a eau dt...,are. ' e. E.cn .tnateuauo. bell bear s Identifying tag giving the news ehd - ' add.... or the .•nul.pter•n ease. tone• em . lo.abu ity. • • 2. All u... pertetnino to •eh p•rttwt.r tn.aliaiton gnat b• ctrct.d. i.e.. project, poet spacing.. footing d•tell. etc. ' 10. Openri:itic.a pat e:o erihalln.. bee...'d Wien any type of solid ' thevonly applied to the norrentel Proj•ct.d '.re. or en. lattice, rfter., b..... ate. per I.C.B.O. ' .eeu ref.r.ncea.see snot 12 or 12 11 . for a ocal ld fP� • • •6 i -PRO;- ' W 5a9pT�1 6 'VCS a f0 - �LS W. r0! 5 M, •iy .eJ, d �F.L EMGINr.. ' JAMES a �IV •;_ (C.B.O. E.S. EVALUATION REPORT NO. 5038 FOX ENGINEERING PA.: m-:. E JAMES M. /Oji, STRUCTURAL' ENGINEER 8060 TNL2aRAPN RD. DOWNEY, CALIPONNIA 902.0 FREESTANDING LATTICE-TYP PATIO COVER L.L.-10, 20 & 30 P. SF. WIND SPEED -1008110 MP. ALUMA-LATTICE PATIO COVER (AS ResB VALLEY ALUMINUM COMPANY g6Q2 M./4INCOLN ST. (60T)Zi8-6224. .a9z•I�zez e„� 5 OF 12 �.. NONE �.. K.K L EXIST RESIDENCE -1 G V2'X 2k.024 - RAFTER ATTACHEI To ROLLFORMEO GUTTER&SIDE fl TYPICAL ALL ARI EXIST. RESIDENCE SEES P e�F ? PNY"y - t�H�gK`SPEOO t!.\0 HANGER OR RAIL PER 7 SHT. 12 OF 12 ATTACHED LATTICE PATIO COVERS ( WIND SPEED =70 81 90 M PH ) TABLE A ► COO ROOFED 'THICKNESS' COVER MAXIMUM POST SPA ING 81 FOOTING SIZE WIND 10/15 P.S.F. UPLIFT -10/15 PS.F I PANEL •L4L 3 X 8 X 042 BEAN / HEADER POST SPACING:: 3 X 8 X 042NSERTBEAM /FADER POST SPACING 00j1N�I USE FOR BOTH NSERr BEAM/HEADER 8 BEAM /HEADER 3 .+� + �ZQQ •+�'� + 6 2�` I t �E� RE = mt�flZp MIN. NO OF POSTS UNENCLOSED ENCLOSED - POST z -M 19U -5 MP.N. MPH ILF.IL N. MP.1L NPM MPH90 711 0 5E�<� pp �+ U)I- ay F o p �.Q 1 -2 Q ,C� TYPE 70 POSTTYPE90 NINIog(s MIN. I iP-131 4 1 I 12 13 141LENGTHI LOCK ILENGTHI LOCK 2 ... .. �/ `0 � � �� 1' �. , ��'�� /�1�1 711` �' �\• �� \1-i�\I' `' .. • u.�au�ar:�►,arc:a:isasrcaa�wlarrRasa:,c�r�a��aiai�i�saar�raa�•arsa��ar�r�`a�:as:a�r�s'ai-irv�r`: 20-9' 7=3' 7'-3" 23 1 27 12 212 - 13 12 GALV• WASHER PL. - I - I G' -o' 1 z 12'/1 r. 1 4/5 12'-() ,0241 02 13''0" .028 02 9' 0 sae' .ole' " oz0 01e" 010' 8-7 6-7 G'-7" 18 21 19 0' G'-7" G'-7' 24 27 YrJ�11Yi��iilririfYiri�O�®�®® 4 8_ ®M1Y�®©©OQ©©©©�©_Lc�� 2 2 - 3 2 ... ��a��ovoo��yc��y�mm�y�{y��•,mmv©®©oma©�©" �._. � LLJ��LiiiiV�®�Ii:Wti►/�mm��00��© 2 15' 8" 4 - I 4'- I' p� EE Esloss sEcn Bo 1 / EEow FAR D. BEAM / H ADE INFORM PER SEE TA POST EEr 0 Or 12 POST SPACING, 5PTUNG ' SIZE L MIN. NO. POST (+0?� \,F. 4i the 3�THICK CON c.SLAB I POtne\� OPTIONAL. NO CR/ICILS L� 1 �� S WITHIN 216.0E POSTS SHALL BE PERMITTED, FOOTING WHERE POST SHALL BE SET OCCURS, SEE BACK A MINMUM OF TABLE. A 4• FROM EDGE OF SLAB, ATTACHED ROOFED TYPE PATIO COVER SEE SCHEOULL 8'-0' OIB' n1e' 020° az O' M61,016' 18' 9=0" 7=3' 7-3'1 18 120 20-9' 7=3' 7'-3" 23 1 27 12 212 - 13 12 GALV• WASHER PL. - I - I G' -o' 1 z 12'/1 r. 1 4/5 12'-() ,0241 02 13''0" .028 02 9' 0 sae' .ole' " oz0 01e" 010' 8-7 6-7 G'-7" 18 21 19 0' G'-7" G'-7' 24 27 •2 2 2 - 3 2 - - G'-9' 2 15' 8" 4 - I 4'- I' POT 10'.0-1018- DIB' 020• 20 .020. 020 02s• Ons 81-3 r, -'O" 6=0' 18 21 16-0" 6-0 6-0 24 27 2 - - - 3 2 - I - 7'-G" 2 15 5/7 s 11-0' 18' 018.020' 020 020' 020 azs" Dz5' 7'I I' S'7 5=7" 19 21 18 3' S' 7' S 7' 24 26 2 2 - - 3 2 2 - 8'-3' z 1G 5/7 N 12=0' 18• 18' S' 25 D24' D2a - - 7'-7' 5-2" 5'-2' 19 21 17=7 5-2 5' 2 25 28 3 2 - - 4 3 3 2 9' o" z IB' 2a' S/8 E 13 O" 024'D24 .o .0- .ox .o - - 7' 4" 4'-10" 4-10 19 22 T 7-0 T 4'-10' T IT! 0 25 29 3 2 - - 4 3 3 12 9'-0' 2 19{e 8 -J 14-0' 02a a 032' 0x' - - - - 7-2" 4' 6" 4'-G 19 22 IG 5' 4'-G" 4'-6 25 29 3 2 - _-_4 3 3 2 lo' G' z 21 G 9 J 15-0' el 40 - - _ _ 6 -II 4'-3' 4'-3" 19 22 16 0' 4'-3 4'-3' 25 29 3 2 - - 4 3 3 2 11'3' 2 2z� 7 16'O" D32 032 - - I - I - - - 6'-9" 4'-0" 4'-O'l 20 1 22 15=G' 4-0 4'-0 26 213 13 -2+- - 5 3 3 2 12'-0' z z4 7/I 17-0 040 - - - - - - G'7'13'10'13410"120 23 15=1" 13,_10"13:_101 26 30 3 - 513 3 2 12'-9' 1 2 2 7/11 SEE SCHEOULL ' TO POST A (2)- 1/4.0 x 2• IO.O•' 18'.01( POST TYPES IB' EMBEONENT TO SLAB Y/ 1.1 2• x 3/18• STEEL NOTE= I 0" 024'.02 �.3'5Q- POST +(2)-2'x61/2' NAX.OH GALV• WASHER PL. SHEET G &7 INCLUDE L.L. 10 20 & 70,90, 7 ROOF PANEL V4 PER. FT. NIN. SLOPE I2 X .024• W I (8)7# 14 SMS. 30 P.Sl. WITH WINO SPEEDS O� 100 & 110 M.P.H. 11 12'-() ,0241 02 13''0" .028 02 -�-� SHT. 12 OF 12 X.032' W1(8) -4r 14. SLIMS. J 14 O' O32 D3 Y/2•x 3•x 3/16• STEEL GALVAMIZE, WASHER -PLATE. © 3' SQ POST + (2) 2" X 61/2' O7 J 14-G 7.15; II SKE120F12 BEAM/HEADER LL!3O _ F4T SHL I I Of 12 15' 8" 4 - I 4'- I' POT BASE 2 - - - MASKER PLATE. WIND SPEED . 7 POST wIs1DEPLATES i;= '(p\�` 5,6 ON F .TD POST 1 (2)- 3/B•H • 2 1/2• 3 SQ.X .024 AT SUB 6 <i`-' ��t,5lc ON SLAB a"X Daz° 2G 3 SQ. XO4G AT FOOTING s 4 2 2 FOR SIDE PLATES SEE POST I~ 7ag To POST 1 5/8•8 166 /\ TYPES, AND DETAILS N pig ., x 2 3/4• EMBED; 11Y/NCN2ORSN3TO SL L.L- l0 As ••M 3-G (`;JF 2G 3 3 STEEL GALVANIZE/1B•. 4 SHCII DT 3 2 WASHER -PLATE. _ 2 ie ia' 3' 3 18 7 Q TOIPOST 14-0' 3'-3' 3-3 23 27 {sS/Bed 2 - - 4 3 3 L.La ^ 2 t/2• ERRED. ANCHORS TO SLAB _ 2 19LG/,! '-1 20(30Y/ 2•. 3'Will- 20 @@034 L u i 24 STEEL GALVANIZE WASHER PLATE. .3 51PE' 1.1 OF 12 �- 3 B & 24 0 T { )- (22• 2 10-6° NOTE; e_OSB / • x 2 1/ 18 21 POSTS MAY BE ATTACHED 2'-11' RBEORENT TO L•L•° 27 3 TO CONCH SLAB, SAFTEY - 5 LAB W/1•x 2•x 3 2 STAKE, ASESCO EARTH z 10 h/18- STL.GALV. ANCHOR, OR CCN{C. FOOTING. WASHER PLATE. SEE TABLE B 8 S a e -114 s.R,S. 1. At-$ .. d.al9n oresees o • D•r cn• 1•t••t .olds or the Uaror. 8.11!1,0 Code 1BBl '•eltl On or the Alwlnw Con .ti. 2. n..1. le•r,ae .lu.lnu. •uor• ..r be •.b•tttu.:. for ono•• •nD.,, vee.le•e tM/ era gtet•r•e lth the A11111.. R.aoc 1•tlon and Me.• q..l or greae., yield •,e .tei.•t• .er•notn.. 3. All concrete •halt n..• •bimbo. 20 d•1 coMp,...I a atr•ngth or 2.000 P.W. concrete stab shall hs• 31• .L,L,UN thickness and .nell be 1n poop esaitlon. 4. All rooting• .halt bear on fire, ,.ar•l .n-dl,t,rbod • il or certified rill. Design ... tic.t . lI e..ring pis•urs . 1.000 vasa F. S. All •but ...e.n •n.0 ea not -div b•1.•air.a or .1.etroPt.e•a se for. to A. B.1.A. 1-448, trade C. 6. Al -L... r.•ts.A. .hall No 2024-T4s All other fasts•,• •halt be 9abser•a steel or t,fti_ plated. All bolt. •n.11 ...for. to A.6. T.M. A-37 ane n•.• .e.,dere cue Plat. .a•h.r.. Hel•• for bolt. nail be bolt dl•Matar plus VIA- it 7. END...lon bolt• .hall be Nll It K.lk Bolt. KB li carbon .test or pwl Par I.C.B.O. [.R.Mo. 4827. 111 bolt• 0.11 have a .LnlAHo concrete B. tage distance er B dote dl•.•e•r.. ach Instaitailo, shat bear •n ldstlrll,g tag 91.1,9 the ,•Ma ane •der... of en• eanur.eturer. d•el9n leado end melo.abltlt r. o. All !tm v ,t•l,l,o to 9•en:p•et itater IMata Ll.tle. shall e. eI,.I.d. pio].ct, post spacing, rooting detail. etc. To. open tett I— Ratio a •r .h•u not be sele..a .ten a,I trP• of •otle Material, Rad the d•.i9n I...• .It ,tr bas aPPu.a eo th. honst.t projected area or the lattice, r.fte a• b ..... etc par t C e o 11. Forton d.t•Li rotor ...... ... Shat 12 Or 12. WINE n ON'SLAB e - 14 .S.N. . 0 POST 1 S/6•F 2 3/4• ENDED. NCHO'S TO SLA' / .. 3•x 3/11 TO POST A 3/81.9 1' 2 1/2• EASED. ANCHORS TO SLAB Y/ 2•x 3•x3/16• STEEL GALVAMIZE t:RSHER PLATE. 55- 14 S.A.S. TD _DST A 3/BHB A 2 1/2• t EABCOMENT TO SLAB Y/1•x I•• 3/16• STL. GALV. WASHER PLATE. 4'S. A.S. TO _OST A (2)- 1/4•- x 2• EMBEDMENT TO FTG. W/ 1•x 2• ^ 3/161 STEEL GALV• WASHER PL X .(a)- 134 To POST A i 2 3/4• ANCHORS TI W/2•. 3•. STEEL GAL' 4' -II• ' TO POST A (2)- 1/4.0 x 2• mmmmmmm® POST TYPES L Lam 20430 EMBEONENT TO SLAB Y/ 1.1 2• x 3/18• STEEL _ 2 Z - �.3'5Q- POST +(2)-2'x61/2' mmmmmm�® GALV• WASHER PL. - 7 2 �o voSSi4+ s/e•a X .024• W I (8)7# 14 SMS. Q2 3'SO.. POST+ (2) - 2''X G 1/2' L.L. 20 - ^ Z 3/4• ERBED. ANCHORS To FTG. X.032' W1(8) -4r 14. SLIMS. 25 2 Y/2•x 3•x 3/16• STEEL GALVAMIZE, WASHER -PLATE. © 3' SQ POST + (2) 2" X 61/2' O7 (4)- 114 S.N.S.• TO POST i 1/2•B X024' WI(121-D 14 S•MS• ® 34 SOL POST+(2) - 2'X G 1/2' LL!3O _ x 2 1/4• TOM To. ANCHOR TO FTC. X.032" W1 (12)-4114 S.M.S. 15' 8" 4 - I 4'- I' Y/2•N 3•^ 1/11' STEEL LALVANIIE 2G 2 - - - MASKER PLATE. .OTE: - (A)- 114 S.R.S. OBST TYPES ❑/ 1110 ]❑ ARE, USE FON SL�g CO....... POST TIES 8 O 3'-9' .TD POST 1 (2)- 3/B•H • 2 1/2• A.0 141 ARE USED FOR FOOTING CONDI M. LL•2p 3-9 ERBED. ANCHOR TO FTG. Y/1 VKA• 2G 2 2 - - 3 WINE n ON'SLAB e - 14 .S.N. . 0 POST 1 S/6•F 2 3/4• ENDED. NCHO'S TO SLA' / .. 3•x 3/11 TO POST A 3/81.9 1' 2 1/2• EASED. ANCHORS TO SLAB Y/ 2•x 3•x3/16• STEEL GALVAMIZE t:RSHER PLATE. 55- 14 S.A.S. TD _DST A 3/BHB A 2 1/2• t EABCOMENT TO SLAB Y/1•x I•• 3/16• STL. GALV. WASHER PLATE. 4'S. A.S. TO _OST A (2)- 1/4•- x 2• EMBEDMENT TO FTG. W/ 1•x 2• ^ 3/161 STEEL GALV• WASHER PL X .(a)- 134 To POST A i 2 3/4• ANCHORS TI W/2•. 3•. STEEL GAL' 4' -II• �mmmmm � mmmmmmm® 4-11" mmmmmmmm 25 mommmmm® 2 Z - msammmemm mmmmmm�® - WINE n ON'SLAB e - 14 .S.N. . 0 POST 1 S/6•F 2 3/4• ENDED. NCHO'S TO SLA' / .. 3•x 3/11 TO POST A 3/81.9 1' 2 1/2• EASED. ANCHORS TO SLAB Y/ 2•x 3•x3/16• STEEL GALVAMIZE t:RSHER PLATE. 55- 14 S.A.S. TD _DST A 3/BHB A 2 1/2• t EABCOMENT TO SLAB Y/1•x I•• 3/16• STL. GALV. WASHER PLATE. 4'S. A.S. TO _OST A (2)- 1/4•- x 2• EMBEDMENT TO FTG. W/ 1•x 2• ^ 3/161 STEEL GALV• WASHER PL X .(a)- 134 To POST A i 2 3/4• ANCHORS TI W/2•. 3•. STEEL GAL' 4' -II• 17 19` 17=1- 4' -II" 4-11" 22 25 2 2 Z - 3 2 - - 6'-0 2 " w, 4'-5" 17 19 IG' -4' 4'-5 4-5 22 25 2 1212 - 312 1-1- G'9• z 13L , 4--l" 17 20 15' 8" 4 - I 4'- I' 23 2G 2 - - - 3 2 - 7=G' 2 5 3'-9' 17 20 15-0 3' T 3-9 23 2G 2 2 - - 3 2 2 - 8'3" 2 166 3'-G' I 20 14`6' 3'-G 3-G 23 2G 3 2 - - 4 3 3 2 9=o' 2 ie ia' 3' 3 18 20 14-0' 3'-3' 3-3 23 27 3 2 - - 4 3 3 2 9" 2 19LG/,! '-1 IB 20 13'-7" 3'-I 3'-1" 24 27 .3 2 - - 5 3 3 2 10-6° 2 2111" 18 21 13-4 2 II• 2'-11' 24 27 3 2 - - 5 3 3 2 II -o" z z /„ 4/ 5 4/, 5/7 G/9 TABLE B TAB E 110TNOTES: ��F� TATCONCRCTE SLAB, NO CRACKS WIININ 2•-6^ OF POSTS SHALL BE PERMITTED. DOST O IVU- H. SMALL BE SE1 BACK . MIN3NUM OF e• FROM COGF SLAB. 2. FOOTI Nb SIII l5 A CUBE. LC., ZO - ZO• A 2E -010 z0• seep. N FOOTING 5 3. TOTAL MINIMUM NUMBER OF 110 S.N.S. PER POST TO BEAR CONNECTION FOR OE T AILS 1B 3 20. A. MINIMUM LENGTH AND NUMBER Of SKEET METAL SC.E.S ABOVE DIAGONAL LIME IS FOR 70 RPN 8'X.042 WIINSERT VINO. MINIMUM LENGTH AND RUNS EA OF SKCET KETAL SCREYS BEL DW DIAGONAL LINE 15 FOR •90 M, P.K. HIND. POST BASE CONNECTION CONT. (,ON FOOT`G ONLY) WIND SPEED -70 M.P.H.. WIND SPEED 90.MP.H. 8'X.042' 5 8'XA42'WIINSERT 8"X.042" 5 ifX.042,wl11T ate' O TOIp 5T4i5(2 )5 TO )POST4{S(2)S- 1/4•H N 2• 3/8.8 N 2 1/2• �ylNl _ LL -30 ERBEOMENT TO - ERBED. ANCHOR FTG: Y/ 1•x 2• TO FTG. Y/ 2• ♦/ ^ 3/16• STEEL • ]•x 3/16•STL. GALV. WASHER PL-' GALV. WASHER PL., ' e 19 (2)- 1/a•B TNRU (2)- 1/2'0 TNRU (2)- ] 6.9 TMRU {2 - ] 4•.9 TMRU Cl O' BOLTS TO.POST { BOLTS TO POST i BOLTS TO POST {. BOLTS TO POST i _ (2)-3/B•HMO 1/N• (2)- 5/8-B • 7• (2)- 1/2•H x 6• (2)- 3/4.0 N B• L.L.- IO ENBED.Y/1•x 2'a ERBED. ANCHORS EMBED. ANCHORS EMBED. AMCMORS 7/18•STL. GALV. Y/1•a 2•x 3/18• Y/1•A 2•A 3/10• Y//•. 2'N 3/18• .,. STEEL GALVANIZE STEEL LALVAM rZE STEEL GALVANIZE YA SHER.PLATE. WASHER PLATE. WASHER PLATE. MASKER PLATE. - taw•', F I9 (2)'- 3/0H0 TNRU (2)- 1/a•B TNRU (2)-`i/Yd TNRU BOLTS TO POST i BOLTS TO POST { BOLTS TO POST i (2)- 1/2.8 . 6• (2)-3/8.914 1/4• (2)- 5/B•.9 1 7• - L.L '20 - u/B•D 2•AN3/O6• EMSED.W/1^x Z•x Y/e•: 2.11]/10• J/161 STL. GALV. ORB STEEL GALVANIZE IZE If HER. PLR TE STEEL GALVAMIZE tlASNER PLATE. WASHER PLATE. IS (2)- 1/4.8 TNflU 2 - 7 8.9 TNRU BOLTS TO POST A BOLTS TO POST { (2)-3/B•HN4 1'/a• (2)- 1/2•H ^ e• L.L.-30 ERBED. W/1•• 2•x ERBED. ANCHORS 3/16•sn. cALV. W/1.1 rA 3/1 WASHER-PLATE. STEEL LALVAMIN YASNER PLATE. !. •CONCRETE ANCHOR BOLT SHALL BE KYIN-BOLT II, CARBON STEEL AS / IB•B 5t AMUFRETUNED By MILTI. INC. I. CONFORMANCE YITN 'I. C.B.O. C.S. REPORT NO. 4627. & POST MAYBE ATTgED TO SAFTY STAKE 5TA& ©SHL 11 OR OPAL ENU/+� 412E EARTH ANCHOR B SHE. 11 -ED F?,:. • ,vY`�,+`-.••....- .p E. � /`'�g�AT� C \ � •',FpO•�N.�T"'•. i 0 A E.lyR NFO 09FGOv "' �W \ /::f•2i:\vi�; J a : {Jy A�j ♦ O QO%i050�`-.•� n.�.- , ICBQ E S. EVALUATION PORT NO 5038 7.7 .Dz D-15 I KX. ICHANGED SHEA 4 TO G�""' FOX ENGINEERING FAN: ma' i L-.' JAMES M. PDX, STRUCTURAL ENGINEER N000 TALABAMAN RD. DOWNEY, CALIFORNIA 90140 ATTACHED ROOFED -TYPE PATIO COVER W/ 18' MAX. . H. L.L. 10,20 &30 PS.F. WIND SPEED=70390 M.P.H. ALUMA-C TTICE PATIO C VER (AS Ws Br)FIE VAL Fy ALUMINUM COMPANY .EY L/NCOLN Sr. (60Z)Z"-6224. Na 92-192R I .NAT 6OF 12 HOPED ...... KK.F-P f -L ATTACHED LATTICE PATIO COVERS ( WIND SPEED m 100 8, 110 MPH. ) SHALL BE SET BMAAWKJ&7Fdoi1W4i FSLAB. �77OF 12 ON FOOTI " ' TABLE A - ` NOTE' SHEET G B: 7 INCLUDE LL. l0, 20 be .. 30 P.S.F. WITH WIND SPEEDS OF 70, 90, 100 4 ILO M.P.H. 1 - - ; d, _ s tu , ,c5.,.r011 - +Ism. rye f/+ ♦ ti® - J J �Zy ROOFED COVER -MAXIMUM POST SPACING 8, FOOTING SIZE WIND - UPLIFT = PSI. F � PANEL -THICKNESS' 3 X 8 X 42 BEAM)HEADER - 3.X8 X.0412 BERT BEAM/HEADER In �� A7 fLQ� q,c POST SPACING 1NGSIZE POST SPACING TIN )g USE FOR BOTH INSERT BEAM IHEADER 8, BEAMIHEADER o ti _' _ �2} co}Q" a}�Q� ILIz Dp m = ins mo a m MN. NO OF POSTS UNENCIDSED ENCLOSED 4 IL Z z¢ ¢ g g` Z - Z¢� 7a¢� POST TYPEIOOPOSTTYPE I10 M1fl oA 14lK 010 I II 110 100 II I II O O O -J MPH, MP MP. H. MP. MP.H MP.N MAK NA.N O� $ -J O $ Q -J8 IDD $ O. IT -?_T3 4 I 1213 14 LENGTH LOCK LENGTH LOCK oz .ozo 00• OZd 2z4" za DIB' .018" 8'-6" 4'-2' 4'-2' 25 • 25 I1-8' 4'-2" 4'-2° 1 34 34 to 1 31 3 2 7 14 1 4 13 G' -O' 2 Imp G / 7 9'_0. 020'.000' 5' 032" 32"-025".025 8'•2- 3' lot •710' 2G• 215 18'IO' 3' -Io- 3' -IO' 34 34 G 414 2 8' '4 1 413 6'-9' 2 13`c /1 .p 7/9 10='0 020' 020' z5' n25'.032" 32' - - 7'-10' 3'-6' 3'-6' 26 . 2G 18'-1" 3'-G' z' - G' 35 35 7 4 4 3 81 5 1 5 -3 1.7•_6• 2 Is -o / 7 / cI 11'-0" 20".020'028' D28' - - - - 7'-G' 3'-3' 3'-3' 2G 2G '17' 4' Y=3" 3'-3' 35 • 35 8 4 4 3 9 1 515 3 9-3' 2 IG -6i22; 8/to 12'-0'OZO'020103z'D1' - - - - 7'-3' S- Is 3'-1' 27 27 1G'-9' V-1". i-1' 35 35 8 4 4 3 10 5 5 3, 9'-0' 2 13'- O' 020' 02d' ow. .04 0. - - - 7'- 0' 2'- v- z'- 1(i 27 27 IG' -2' 2-0' r• lo- 3G 3G 9 5 5 3 10 6 6 3 7-V 2 ' tii2Q. 47 9/1, 14-0' 025 025' - - - - V - to -2'-8' 2'-8' 27 ' 27 Is' -8" 2'-8' 2'-8' 3G 36 9 5 5 3 II G G 4 Id-6'Ea/ 10/12 15'- O" 25 S'.040'04(1- - = - W-7' 2'- G' 2'- G' 28 ' 28 L 15'- 3' 2 - G' 2'- G' 3G 36 10 5 5 3 12 G G 4 I r- 3' / 1 / 3 IG'- 0" IM' ze1 - - - - - - G' 5' z- 4" 2'- 4' 28 28 14' 10' z' - 4' z'-4' 37 37 IO 6 5 3 I2 7 7 4 12-0° / _ / 10 17'- 0" o3z^ 3z' . - - - - - - 6' 3' z- 3 2'- 3" 28 28 14'- 5" z'• 3' 2'= 3' 37 37 11 6 6 4 13 7 7 4 . 12'-9'/34' '/It I$'0" �" " - - - - - - 6'-r Y - z' z-2' 28 28 14-1' 2'-2' 2-2' 37 ,37 II G G 4 14 7 7 5 13'-G'z-py t /1 19-0 40' 40' - - - - - - 5' -IT 7-O' 2'-0" 29 29 17-9" 2'-0' 2'-D' 38 38 12 7 G 4 14 8 815 14'-3"2 -6� .- l0/1 - 5' -Io' r- l r I - 11'. 29 29 38 38 13 7 7 4 15 8 8 5 I s' -o' 40: 2O -.O' '040 - - - - - 13'-5" I' -II^ I' -II' -P/ • 100' 10 - - - - - - s• e1 r- a' I'- Ip 29 29 13'- 2" 1'- Id' r- Io' 38 38. I3 7 7 4 IG 8 0 5 Is' -g•.31 6/4 "/13 7 4 (e1-171 S.M.5. C) N _J -O 020' 20°.020" ozd' " 24'018' 018' 8'-6' a -z'' 4'-2' 25 25 1}8' 4=2' 4-2" 34 34 G 3 3 2 7 4 4 3 6-0" 2 1 /la -d' 6/ 7 9'- 0' oto S 32' MZ' 025" Dzs 8- 2 S -Ip' Y-10' 26 2G 18'-10" 5`io" 5`10' 34 34 1 6 4 4 2 1 81 4 4 3 ,6'-g. 2 / �• 7/ 8 10-0' 20' 20. 025" 25'032' 32 - - 7'10' 3'-G" 3-6' 26 26 18'-1" 3-G" 3'-G• 35 35 7 4 4 3 815 5 3 7'- 6' 2 / 7/ 11'-0' 020 20'028' 28 - - - - 7-6' 3' 3' 3 3' 26 26 .n -a' s' 3" 3'3' 35 35 8 4 4 3 9 5' S. .3. g -s" z /to" 02 12-0.0 20'032' 32 _ _ _ _ 7'-3° 3-1' S'-1• 27 27' 16-9' 3'-1" 3=1" 35 35 8 4 4 3 1015 5 3 g' -o' 2 ' /4 g/ 13- 0' zo 20 040 - - - 7'-0'. 2-10'. 2'- On 27 •27 IG' 2' z - 1o' 2'10" 36 3G 9 5 5 3 10 G 6 3' 9'-9' 2 1 /26-0 9/11 14• 0' 025' 'o40' 4O - _ _ _ 6'-10' 2'-8• 2'-8" 27 27 15'-8" 2'-8" •2'-8' 36 36 9 5 5 3 II G 6 4 id -6' 2 21.-0/ 0 10/ 12 15'• 0' 025' 025P D40r.O4d - - - - 6-7: .2' 6' 2'-G" 28 28 Is -3' 2'-6" z -G' 3G 36 IO 515 3 12 6 6 14 11'-3' z / . 11/ 13 IG' -0 zB' 28' - - - - - - G' -s" z'-4• 2-4" 28 28 .la'AD' 2'-4' 2'-4' 37 37 10 6 5 12 7 71 4 12'0' 3 / ,_ . 8/ 17' 0 32' 32" - - - - - - 6.3 2'-3" 2.3' 28 28 ' 14'-5' 2'-3' 2' 3' 37 37 I I G G 4 13 7 .7 4 12'•0" 3 2 ; 6/ 'p' 9 It PQS7 BASE CONNECTION CAVI• (CN rWTM CNLJ J J -0' 018' ole' 020'D26.024* D240le' 018" 71' 5" 4-2' 4-z' 24 24 17' 1" .4'2• 4'2•' 32 32 .2 2 2 - 3 2 - - 6'-o z / G/7 9-0' DIS -.01W,02.0-1020 .024' .024 o2s' 025' 7'- 1' 3-10' 3- IO' 25 25 IG'.4' 311d' 3'-10' 327/832 2 2 2 -' 3 2 - - 6'-9' 2 / 10•-0" DIS• 18' .025' 025 D32' 032 - I I 6'-9' 3-61 3'-6" 25 25 '.'15-8" 3'6' 3'0 33 33 1 2 - -1 31 2 - - 7' to 2 15! 11-0•..024' 024'.028' 032" 002 - I -I 6'-6' S-3' 3'- 3' 25 25 15� 0' 3'-3' 3'-3' 33 33 2 2 - - 3 2 2 -' 8'-3" 2 / 12'-0" .Oa4" oa4'.oz2'.032 - - - - G' 3' 3- I• 3'- I1 26 2G W.G." '3-1' 3'-1" 34 34 3 121 - - 4 3 3 1.2 3'o'. z 18 / 24' 9/10 13'.0" .028" 0aIO4o'D4o - - - - G I' 2-10• z'- Id' 26 26 14-0' z'-1& z' -o" 34 34 3 2 - - 4 3 3 1 2 9 9' 2 Ig -z•/ 13/1, 14.0' D3z".ozv - - - - - S% to* 2'-8" 2-8" 26 26 i3'-7' Z'-8' 2'-8' 34 34 3 Z - - 5 3 3 2 Io' -G' z 21 / ' l0/1 2'- 4' 2'-G" 2Co 26 13'-4" 2'-6" 2� G" - 25-6 g F4`6' 34 34 3 2 - 5 3 3' 2 11'0 2 /3a' /II ♦. a 3/16• STEEL POST BASE CONNECTION TABLE B TASLE FOQRIOTES: 1 3'THICK CONCRETE SLA RA(X W 17ITHIN 2-G'OF POSTS SEW BE PERMITTED. POST ��. WIND SPEED = 100 MPH.WIND ag.'m FOX ENGINEERING P.N:�m- JAMES M. FOX. STRUCTURAL ENGINEER agog Telco�Aax No. cosy,, uuawNMIA BOA10 SPEED 110 MPH SHALL BE SET BMAAWKJ&7Fdoi1W4i FSLAB. �77OF 12 ON FOOTI NG �..... K_ K. - ON FOOTINGFOOTING �Pj\\ SIZE 15 A CUBE, I. E., 27 ID Q�� ON SLAB / ON SLAB S -TOTAL MIR NUMBEROF IF ID SM.SS PER POST BEAMCOMMILTION FOR DETAILS 15 & D. OF"W ' N 8'-.042' ' x .042.' XQ42'WI "T a-.0 ?OF SHEET METAL SCREWS AONGONN.LDE IS TOR 100 MPKWIND. MIN. r 4. MIN LENGTH & M BOVE LENGTHAND NO.OFSIEETMETAL DIAGONALIJlEISFORIi OR PAM ARMOR I MLP.N.M.P.H.MMm. MAY BE ATrACHED To SAFETY Fff 7 4 (e1-171 S.M.5. (e)- et/ S.M.S. 1 _ 71 S.M.S. (1)- 111 S.N. s. TO POST. a S/BAB '2 3/1• EMBED. TO POST a 318'0 X B^ EMB DILE MT' TO POST a S/8 -B a 2 ]/"• EMBED. TO POST a 3/BAHPOST 8' PQS7 BASE CONNECTION CAVI• (CN rWTM CNLJ L.L.•10 AMCMORS TO SLAB r/ r. r. J/16• ANCHOR FTc. rA?J- •x3')( ANCHORS TO SLAB r/ 2•. r. 3/,6• EMBCb. ANCHOR TO FK, Y/ ::r y • FZdM6 7r + .��`�` WIND SPEED - 100 M.P.H. WIND SPEED - 110 MPH. - r .: STEEL GALVANIZE a 3/16• STEEL STEEL GALVANIZE '• 3'a 3/15•SYL-. fi,- a"`' rr O B' X.04 8'x.o42' PLATE,WASHER GALV. WASHER PL. YASMCR ;LAT QALY. WASHER DLINSERT 7 2' 8'x.042' 8`XOQ Erp _ /1/-sll�s.� , p.M.s (4)_ / A GLYERAL NOTES AMO SDLC7IICAl IDMS. T4.7. ® Yo POST a2 -51B$ 7 & za (.)-e,. s.M. S. i0 POS a 5/BAB (1)- /,. s.M. To v05T a 1/e•H Y •,2 3//• EMBED. TO SLAB • 2 1/2• EMBED. - AMCHOR5 TO TO roo5r .2=5(8 6 t, Alu•1nw salon and Arras- r• Pat the latest ad its, of the Oniror. 7 • EMBED. X 7^ EMBED. Bullding Coca dna the 1662 edit len of the Alu-lnu• Construction .r 'r' AYCMORS Y/ 2•• 3•• 3/16• SLAB Y/ 2•a ]••]/16• ANCNO;Ft Ty F1Gd ANCHOR Te FTG. eanual. 'j d•1 L.L. 30 Y/INGX2pX 1/4 X114• 2. 1l be for tho.e .leas,. 20 30 STEEL GALVANIZE , STEEL GALVANIZE r/IVIG'X2 Alternate a1u alloys -•r .,batltuted Pre.ldad STEEL GALVANISE STEEL-GALVANl E they • register. .1 to the Al..lnu. A••eel•tlon andnava aq..l er 1, WASHER PLATE. - WASHER PLATE. WASHER 'PLATE. PLATE. greer•r dela Ane alt Wt• tr•npeM. r ' 1 3. All ee rata en•11 Mve ..tnlw. 2B bey case, •!ve at an In f 2.000 P. •. t. tencret• •1•b .hall near Ji• •lnt.w eucwnu• sa .nail e. 1n ar=fD.•• O6 12> 3/4'4 MB' (2I - 314'/ M.B " 8 4 �® (11- et1 S.M.S. 10 DD51 + (2)- 5. .S. POST +1211 N 5� (1)- Ile S.M.S. (1)- /t1"S:M.S. S/BAB a 2 1/2• TO % 7 EMBED. TODOST a (2)- 3/BAB . 2 1/2• TO POSTI E•SLB•B • 7 EASED. _ tot B B gee0 eonalelon. , .., •. A31 1. in oh 11 easy •en fir., natural un-eletuee•d sail or L,t,. b &MBE DMEN7 TO ANCHORS TO FTG_. ENBEOMEMT TO- AMCHO 5 TO FTG. r' L.L. IO 12) -1'0 x G'ODNC 12)-1"0 X G'CONC, c• etrt.0 .113. ';.sign v ti -I •oil eueing Pr•uur• - 1.000 P.S.F. SLAB I..2•a STL. LALY. r/INGOT 2'X U4' STEEL sue r/1•. I" W/ANG X2'X 04' • - S. ui at••3 .•.bar• ensu ea nee-a1P g•1.an1:•d or •leetroDlsaa And .Jar EMBED. AB.' EMBED. A,H� ` J/I6. WASHER PLATE. GALVANIZE WASHER PLATE. 3/18• STL.GALV. WASHER PLATE. STEEL GALVANIZE WASHER PLATE. confer. to A.S. T.M. A-116. Crean C. 8. Aiu•inw feetenar• shall be 2021-T1. All ether fast•-.• shall ca O 121 9414 M.&' l2) 3/4'1 M. B' g•lva.- teal or ,-daiw plated. All bolts .hall confer- to B 24 (/)- It1 $.Masa (•)- Ito .5. Si"(2)- TO POST a (2)- TO DOST t - A.S.1.N. A-3(17 end neve •t.ndard cut Plata .•Ana re. Mol.• fee belt• 1/1•B a 2• t//•B a 2' _ hall b• colt al•a•t- Dlw 1/1B• .•al.u.. r . ' B' g 7. [.pension bolts be Hill11 M.lk Bolt• MB II L.L.- E NBEOMENT TO i EMBEDMENT TO - shall carbon steel or equal , L.L. 20 - o I.C.B.D. E.R.No. 1527. All bolt. •hall nava a .1nlw. .-creta l2j -I' XG'CDN 121 .1'�X GYONC. P•r 20 30 SLAB r/ ,•. 2. FTG. r/ t•, 2• J/,6• STEEL - EMBED. A.F3.t EMBED. A•B!•do• distance of 5 bolt di• -•tar.. • - a 3/16• STEEL CALV_ WASHER P a GALV.. WASHER PL: - B. Each installation hall boar an Identifying tag giving the nwse and ` address of the --f-t-or, design load• and enc lo•ablllt% ' - 12) - 518• {✓ g. All ltd.. ... coining to each D•etleular Intel!•tion •hall ea elrel•d. - r G MLB• l2) •5/8'9 MS 1.e.. feoting 0 (/)- 211 S.R.. %P - 0 v057 a 3BE X 8• EMBED. ' project. vest .P•cing• detell, etc. - .. ,0. O;en lattice Potts c ..r shell not be enclosed .rth Any tr- of •elle .. $ 8 L.L=20 ANC nOR TO FTG. _ L.L.30 • (21-94.0%B�CONC. nroj�e'l, ..e en. .•.Ion load• nava my bun eppilad to one h ... d.t•1 (2)-314 1X8'• tied roe of the latae.. rart.r.• ecu•. etc. Pat ' WANX31X 311r :STEEL GALVANIZE , 1 EMBED- EMBED. A.8° ,1, for .ii'eetail 12 12 r•I•,.n..•. ••. snort or 7 i (1)- :TD ro05T• a 3IB'd ' r• r a X 8.• EMBED. L L•30 .'ANCHOR TO FTG. •WAS X35(311[' • - " N ' 1STEEL GALVANIZE rµ[Gry,�, n - : ••' d�V :aW (")- 111 S.M.S. B To POST ' X 7 • EMBED. - L. L.•20 ANCHORS TO FTC. 114' ' - - i•'+ - r b .N"•3+0 Y/11/W'X 2' X STEEL [PLA '� WASHER PLATE. I, I.C.BO. ES EVALUATION REPORT ND• 5038 --10.5.92 ag.'m FOX ENGINEERING P.N:�m- JAMES M. FOX. STRUCTURAL ENGINEER agog Telco�Aax No. cosy,, uuawNMIA BOA10 SAam a POM �.,. - T, ROOFED -TYPE>. COVERWIIB MAX O.H. L. 10,204-30P.SF WINDSPEED�l00bIlOM.PH. au_ Awa-LarriCeAano COVER `'' EfY ALUliAIIIUAt COMPANY ' .tike tAl (602) 278 �77OF 12 ..-_ NOTED �..... K_ K. - M© LATnce RAFTER 3'X8'XA42" 0.S\o�NGE V EXIS1 REST p��ELt\/p•N�t � U,Py/Wi' t�J (g2i 20 G 9 ~• 20190 .50 \2'T• � \21�5'� Sta�Gtupb . HEADER/ BEAM � ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE A R4 �1x. p Dc� RO�eCT/o N SPS'SfET bN)(. _E BHANG 404( OF RAFTER SPAN 'MAX. RHA 40 $ OF RAFTER SPAN. WICHANNEL INSERT LU POST SIZES AND FOOTING SIZES IND- 11/18.5/18.1/ 30.6PS.F UPLIFT = 14.35/24.2/23.7/40 P.SF B j POST SIZE FOOTING SIZE �5 g MAX. POST HEIGHT MAX. POST HEIGHT Q x 8' -7" 1 I'-0" 14'-6" I8'-0' c$ W 8' 7' 11'-0" 14'-(•0" 18'-0" NO SLA WISLAB NO SLAB W/SLAB NO SLAB W/SLAB NO SLAB I W7 SLAB a O N 70_B 3'50.X.062" 3150..%,062" 3°SO,XA83" 350..X.083" - s' IB _ %IB• X 2'-' 2 -II -8' _2.5Q.. " 2.•10" 70-C 35QXA83" 3SQX.083' 3"50•X•125' 3150.x388" 3'-0 SQ 18! X IIA". x18 I - - Q. �D' - IB' .1X 4" 90-6 35QX.OB3' 3'52%.083" 354X.125" 3S5X.188" 3 P• 3-2 19-p X I ' 90-C. X 18• IB X ' 4-2 sn I P. 3 50..X.125' 350..x.125 3150.• x•188° 3"54L x .25" - - - J . J NOTE: 17=9" 17=9" 17=9- 17=3° I - I I T M CRACKS WITHIN B.L "g Code end the Toe: o. the Al"-1nw Cootr"rtlon EXIS1 REST p��ELt\/p•N�t � U,Py/Wi' t�J (g2i 20 G 9 ~• 20190 .50 \2'T• � \21�5'� Sta�Gtupb . HEADER/ BEAM � 3"SOvxOG2' 3'SQX.•OG2' 3'SQ.X.083' i 3"x 8'x.042' 20 21 S90 WICHANNEL INSERT 3"SQ.X.083' 5 YSQ•X.125" 3'50..X.12 90-8 90- C ��-- 3(2 THICK I SQUARE, STEEL 10 CONG. SLAB, OPTIONAL POST, SEE TABLE J 1008 1 FOR SIZE. NOTE: 17=9" 17=9" 17=9- 17=3° I - I I T M CRACKS WITHIN B.L "g Code end the Toe: o. the Al"-1nw Cootr"rtlon ,l�I�f 20 yDG 2'-6. OF POSTS SHALL FOOTING WHERE OCCURS, SEE , 9. L.L �• Ol 2 S BE PERMITTED. POST TABLE L • \,• GO I, SHALL BE SET BACK L. L.-30 P.S.F. �• t\C6 UM OF 4' FROM SLAG 0r•at•. r1e14 and "1t1 -at. at ... gth•. 3. AII a n•.• • .lntw. IB d" -"robot" Ierengtn or 2.000 - j EXIS1 REST p��ELt\/p•N�t � U,Py/Wi' t�J (g2i 20 G 9 ~• 20190 .50 \2'T• � \21�5'� Sta�Gtupb . NOTE: THIS OPEN LATTICE -TYPE STRUCTURE NOT NOT BE ENCLOSED. OPEN LATTICE -TYPE COMMERCIAL 70-B VSQ•XA62° 3"SOvxOG2' 3'SQX.•OG2' 3'SQ.X.083' i 70-C 3'SQXOG2' 3'SQ.XOSS YSQX125" 350..x.125' S90 -B 3'SQXOG2' 3"SQ.X.083' 5 YSQ•X.125" 3'50..X.12 90-8 90- C go -C 3752X.083' 7 SQX .125" 3SQA:188" 3"SQ.x•25. 10 TO RAFT. I TO BEAM I TO RAFT. TO BEAM GENERAL NOTES AND SPCC IF ICnT IDNBI J 1008 IDD C . 1 J 17=9" 17=9" 17=9- 17=3° 17:9" TABLE FOOTNOTES, B.L "g Code end the Toe: o. the Al"-1nw Cootr"rtlon 1. CDNCRETE SLAB (EXISTING OR NEN) COMPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE NOT NOT BE ENCLOSED. OPEN LATTICE -TYPE COMMERCIAL 17-7" 1 [[ I" I . MAX. B FASTENER CONNECTION TABLE B u RAFTER TO BEAM CONNECTION _I CROSS-SECTION MAXIMUM ALLOWABLE RAFTER.SPAN - 3'X IT) W L.L.• 20 P.SF ' ' 90-8 90- C C) ' WIND SPEED B EXPOSURE TO RAFT. I TO BEAM TO RAFT. I TO BEAM I TO RAFT. TO BEAM GENERAL NOTES AND SPCC IF ICnT IDNBI 70 B 70 C. 90 B 90C 1008 IDD C . 1 T. At".1n.. design and stresses • . Per en. least •dl tion or en• U.1ro.. r•dlaon 17=9" 17=9" 17=9- 17=3° 17:9" 14-1" Ii B.L "g Code end the Toe: o. the Al"-1nw Cootr"rtlon (2)-0O-16 (2)-It14SM (Z) -#10 -IG iii:r.:t..1".1n"..11 40 i 40;1 40 : 6'-0" 7-0" 5'-7 G ... ... be ..b.tlt.t.d for those .h.... Pre"teed In . • ...1s1•red .uh ane Alu.lnu. Association andhe.. .duel or L. L.-30 P.S.F. X 3/4 TEKS EACH LEG EACH LEG (4 -TOTAL) 0r•at•. r1e14 and "1t1 -at. at ... gth•. 3. AII a n•.• • .lntw. IB d" -"robot" Ierengtn or 2.000 WIND SPEED S, EXPOSURE 14 -10T.) Cr.e..n.0 P. •.1."oncr•te •lab .hall have 3!• .inio - thickness and .hall be 1n (4 -TOT.) (4 -TOT) oeoe ondit ton. .70 S . 70 C .908 .900 110081 100 C 11 .. w eoottng• .hall beer en nr., otur•l un-alseum•d .01'1 or .au be•rino Pro.ur. • t.000 P.S.F. rums D••!gn wbe 14'A" 14'-Y 14=5• 14'-9' 14=9" 14' 1" 1 s, e.rt+rl•e ll •a•1 .ewers •halt e• hot -dip o•lvolr•a or •lectrorla•d and ho _ Wl1U2SQ. X SHT. II e,nror. to A. s. r. A. A-446. Crad• C. be 40% 40 r 40Z 40r. 5'-10' „ 5--7 5 B. ".a". I •t•n•r. .h.11 be 202•_TA. All ether f•st.n•r• .hell g.1..ntr.d "" r -11". Plated. All belt. .hall comer. to 07 Ote not.. for wit. MAXIMUM-AL-LOWABLE HEADER/BEAM SFM-3'Xe'x A.s.T.A. a_ 3 ane"ha.• stanard c.t P .•en•t4. nett b. bolt dlu•e.r Plus The• .ulw-' L:L. 20 P,S.F,- W/CNN K.lk Bolts KB 11 Carbon•dost 7. E•Pan•len bolts shall be Hill• n steel or Peo• ai -e • ea trpeNeete ei:..i:r: bele. .nall.n.v._..tnlNu• egncr.t• WINO SPEED8, EXPOSURE P(ATE.ALUM. e. Earn lot.l taeion .hall bear an td•ntlrytng tag gl.tng, the neo end 709 .70 C 1 -Joe '90C 1505 1000 11 •der... er en• .•nuncarer. d.slgn toads and nelo••bllitti: B. A11 Tills oar......g to e•cn P•rt lc"1•r 'late" tLon eh•ll b• clrcl•d.. 13'-9'1 13'- 9" 13'-9" 13, 1" 1-S-9° 12' 3" I: 1.•.. Project. Post .Pacing, roetlno detail, .It. 10. Oran Nettled Pail. eo..e .halt not be eneto••d .len am t7P• or solid L.L.. 30 P. S. F, ALLOY 606476 otart•1, and in. design loads have only been .rows to in. norro.tal WIND SPEED EXPOSURE or.3•et.a •r.• or the lattice,' -It.- b..... .te. Par [.t.e.o. d IT. for ail e.tatl rof... n ...... Sh-.t 11 or 12 70 B 1 70 C 1 90 B I 90C 100 B IOOC I 17-7" 1 [[ I" I . MAX. B FASTENER CONNECTION TABLE B BEAM TO RAFTER TO BEAM CONNECTION _I WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE W 70 - B 70-C 90-8 90- C C) TO RAFT. TO BEAM TO RAFT. I TO BEAM TO RAFT. I TO BEAM I TO RAFT. TO BEAM 0 r° " -1 J L.L.. 20 P.SI. & 30 P.S.I. L.L.. 20 PS.1. d 30 P.S.I. 70-C 22 (3)-5V8"0 (3)-5/8' Jy (2)-•14 SMS. (2) -#10 -IG (21-1114 SINS (2) -M10 -IG (2)-Y 145 (2)-0O-16 (2)-It14SM (Z) -#10 -IG 14. EA. LEG 14 -TOTAL) X 3/4 TEKS EA. LEG EACH LEG 14 -TOTAL) X 3/4 TEKS EACH LEG EACH LEG (4 -TOTAL) X 3/4 TEKS EACH LEG EACH LEG (4 -TOTAL) X 3/4 TEKS EAcK LEG. 14 -10T.) (4 -TOT.) (4 -TOT) (4 -TOT) W/T12'SQ•X .11UZSO. X WI Iva SO. X Wl1U2SQ. X SHT. II 1/4 WASHERV4 WASHER 1/4 WASHER 1/4 WASHER PLATE ALUM. P(ATE.ALUM. PLATE. ALUM. RATE, ALUM. ALLOY GOGI- ALLOY GOGITG . ALLAY GOQTG ALLOY 606476 .OTE: IFINY TYPES �1 A■0 171 ARC US[Q- AN.SLA@ CO T10N. 'PEST TYPES LTJ Am ' ARE U100 I.. -FOOTING coNo[ ■. , BEAM TO POST CONNECTION 31 S0_ POST + (2) - OX G 1/2' TABLE C WIND SPEED & EXPOSURE 70 BEAM TO POST WIND SPEED & EXPOSURE TO BEAM TO POST C4 0 J J 70- B ® ® 0 r° " -1 J 70-B 0 Q 70-C 22 (3)-5V8"0 (3)-5/8' Jy 70-C '1 (2)-5!B"of (2)-5/8'0 90-B `2 (3)-1/2'fif (3)-I/2'� 90-8 9 'TUUL tea. 90-C 22 (3)- I"X ( 3)- 1"0 90-C 9 (2)- I'Ol' (2) .OTE: IFINY TYPES �1 A■0 171 ARC US[Q- AN.SLA@ CO T10N. 'PEST TYPES LTJ Am ' ARE U100 I.. -FOOTING coNo[ ■. , POST TYPE5 (D. 31 S0_ POST + (2) - OX G 1/2' �;� FOX ENGINEER1NG■0s EJAMES M. FOX. STRUCTURAL ENGINEER X .024' W / (8)-# 14 SMS. �2 3' SQ• POST+ (2) -'2")k G 1/2" L.21-1wvlEVALUAnoN X .032" W I (8)-t 14' S.M.S. © 3' SQ POST + (2) 2"X G 1/2' X024'.W/(12)-s14 S.L(S. ® 3150. POST+(2) - 2'X G 1/2" Or4L [nom`` yS ; . sass.,, lel ��, �• X.032" W/ (12)=014 S.LtS. .OTE: IFINY TYPES �1 A■0 171 ARC US[Q- AN.SLA@ CO T10N. 'PEST TYPES LTJ Am ' ARE U100 I.. -FOOTING coNo[ ■. , I.CB.O. E.S. ND. _ 5 • Is 92 " tP� i �;� FOX ENGINEER1NG■0s EJAMES M. FOX. STRUCTURAL ENGINEER '""'� "'� "'• ATTACHED LATTICE - TYPE COMMEROAL STRUCTURES L. L. 20 & 30 PSF %ILUNA-LATTICE PATIO COVER ISREPORT LEY ALUM/NUM COMPANY L.21-1wvlEVALUAnoN __ NOTEO �- KK. • ,CSN � Or4L [nom`` yS ; . sass.,, lel ��, �• 1 / A. ...///� 8 OF 12 10 ' 'TUUL tea. I.CB.O. E.S. ND. _ 5 • Is 92 1 &110 151K K ICHANGEDSHTO 5 TO B �;� FOX ENGINEER1NG■0s EJAMES M. FOX. STRUCTURAL ENGINEER '""'� "'� "'• ATTACHED LATTICE - TYPE COMMEROAL STRUCTURES L. L. 20 & 30 PSF %ILUNA-LATTICE PATIO COVER ISREPORT LEY ALUM/NUM COMPANY L.21-1wvlEVALUAnoN __ NOTEO �- KK. 0000 ttuoAArK KO. OOtM■YCALIFOAM1A 00040 IND SPEED &EXPOSURE •70 B 7 C 90B & 90 C W. LINCOLN ST. . (602)2TB-6224 U5038 8 OF 12 LATTICE SEE DETAILS W. 11 RAFTER, --- I 3' X 8•X.042' ) J -'POST: SEE TABLE.A, 3� THICK CONC SLAB'" SLATS 9 910 FOR SEE TABLE A R SIZE,P05T 5PA( FTG. SIZE & MIN. OF POSTS. OPTIONAL SIZE.- . /pp .150 6. \ lip, i tj WS SQ PUS �E 6 `fit/\MeEP NOTE: NO CRACKS WITHIN ? � 5NT'e N 01 �JUM PERMITTED. TS SMALL B P05T SMALL tP\�tvt�•�'-E �1 BE SET BACK A MINIMUM \ FOOTING FOo' SEE OF 41 FROM EDGE OF SUB• SEE TABLE A NOTE: THIS OPEN LATTICE-rrPE STRUCTURE MAY BE ENCLOSED. FREESTANDING OPEN LATTICE -TYPE PATIO COVER FADER SIDE PLT s 2 CROSS-SECTION GENERAL NOTES AND SPECIFICATIONS: ' 1. Aluminumdolon ' old •tr••••• a per the latest edition of the Uniform Build no Cod, and the 1982 edition of the luminum Construction 2. ILsins Lbino t. aluminum alloys may be substituted for thesese ono.n. provided •'tner •r• eoisterfe •ten in* Alrinua Association and nava equal or presar Ylde and ultlrto tnnoths. 3. All o ,!old. .hall bw • .Tnlw. 2B ear came -11i, :.:IF lath ol 2.000 p. •s led Con e. ate •1•b •bell have 3H• .1. Mu. tnlc•es•a and ohall be In pool ondlt Ln. .. All footings .hell e..rfirs, n•Wnl un-dLturad • it or •,tifl•d fill. Deaton vestlul sell .••,In o pnoo • 1,000 O.S.F.. S. 'Illi steel .•.bet• •hall be not -pip o.lv.nlfoe or •loetroplated and onf or. to A.S.T.R. A-.48. Grade C. 8. Alu.lnua fsat•n•r. shell De 202.-T.. All otnar r.atanfn nall be oelv.nlimp It"' ud.ir plated. All eolte .hall conform to A. S.T.M. A-307 and he.. standard cut plot• ..*here. Molal for bolts Thall.be bolt disrtar plus 1/18• ..Lus. .panolan dot to .hell be Mlltl KeTN Bolt• K13 11 carbon •tool or equal per I. C.B.O. E.R. No. .827. All belt• ehill'have • Minimum con ... to B. Tdoe distal• of B belt die" tor.. ech installation .hall beer .n ldontllrino ao olvl^p the nor A. _ ease.• er the .anur.etu 'or deal d•aEon lose• ane .nele..ellltr. 9. All itis pertains. to each ..rtleul.r lnaal l•tlon •nail b• plrclee. lei., proJ•ce, post .pacing, rooting d•te11. sec. 10. Open lottic. Oslo cover shell hoe 0. aneleese .Ith am tip. .r -lid ..ter Ll, and the d•alon Load. now nlr can applied to the notional proJ•ct•a .res or the lattice, Tariffs, b•.es. etc. par I.C.B.O. crit.rl.. 11. For all detail reference,, see Shoot 11 of 12. FASTENER CONNECTION TABLE TABLE IB FREESTANDING LATTICE / COMMERCIAL STRUCTURES J 0 1iJ POST SIZE . AND FOOTING SIZES WIND '11/18.5 /18.1 /30.6 UPLIFT 14.35/2 w D2 POST SIZE FOOTING SIZE I- 10 RAFT I10 BEAM TO DAFT. 110BEAM 06 g MAXIMUM POST HEIGHT MAXIMUM POST HEIGHT Q8'-7 8- 711 1 11- 0' 14�- G' 181- ON w 1 11 OTT 14'-G' 18 NDSLAdjW1 SLAB' PC SLAB wJ SUB No 91e W/SLAB NO SUB 2) -*14 S.MS.(2)-M10-IG 22 , 70-B 3"SQX.O42' 3"SO.X,0G2' 3"SQ.X083' 3'Sa.X.083', 21-G 3.2 , (2) -ME) -IG (2)-o 14 SM 7 -C 350X.083' 3'SQ.x.063' 3'SQ•x.125' 3'SQ.xAS. IR. 3-2 SQ 2=I1" '- 1 - X 27• X 3/4 TEKS U) O N 50-8 90-C 3 50.x•083' 3'30X,083" 3'SQ•x.125' 3 SQ.x JBIT -140 3SOXJ25' 3SQ.X.188° 950X.25" 3VSQxJSS I ; - ° - IQ a 3'•B'.Q. -4 " 1�• , 3-7 SQ 3 -II EACH LEG- X 314 TEKS (q- TOTAL I J 14 -TOTAL) EACH LEG 14-TOTALI EACH LEG .J 1AC/1 LEG. (4 -TOT.) ( 4 -TOT.) El 70-B 70-C 90-B' 90-C. 3'50.x,062' 3'50.x.062" 3'30xm.2' 3'5&X.083' 3'SQxzr.2' 3'SQ•x.083 3 SQ X 125' 3'5Q.X 325" _ 3'5&X.062' 3'SQXMY 'iSQXJ25" 3"SQXJ25' - 3'50,X.125" 3'50.X.125' 3"SQ.XJSB' 3'SQ.X .25' - 2-4 SQ. 18 - x 1A.x -Ga 2'-11 - x I x " x IB• x �_ " 3x EIB '-9 +„ 3,0' I - - - - " x L ' ' x - I' - x , . 3- 14 wn12'SQ.x J wiIva so. x F J 1/4 WASHER V4 WASHER 114 WASHER Tale FOOTNOrtst 1. •CONCRETESLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING: 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OL.TN I1-1 MITAL LBTION. - FASTENER CONNECTION TABLE TABLE IB BEAM TO RAFTER TO BEAM CONNECTION J WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE Q 70 - B 70-C 90-8 90- C I- 10 RAFT I10 BEAM TO DAFT. 110BEAM TO RAFT TO BEAM I 10 RAFT -1 10 BEAM 70- B L.L.. 20 PSJ. & 30 P.S.I.. L.L. • 20 P.S.I. & 30' P.S.I. O M ' J J 2) -*14 S.MS.(2)-M10-IG 22 , 2)•1114 SIAS (2) -410 -IG (2)-/145 (2) -ME) -IG (2)-o 14 SM (2) -tip -IG (2)- 58'.0 EA. LEG X 3/4 TEKS EACH LEG X 314 TEKS EACH LEG X 314 TEKS EACH LEG- X 314 TEKS (q- TOTAL I EA. LEG 14 -TOTAL) EACH LEG 14-TOTALI EACH LEG 14 -TOTAL 1 1AC/1 LEG. (4 -TOT.) ( 4 -TOT.) 1 4 - TOT) (4 -TOT ) 14 wn12'SQ.x W/112.SQx wiIva so. x WllV2SQ.X 1/4 WASHER V4 WASHER 114 WASHER 114 WASHER SM. 11 PLATE, AM. W PLATE,AWM. PLATE. ALUM. P1ATE,ALUM. ALLOY GOGI-IG ALLOT GOGITG . ALLOY COO -TG ALLOY GOG&T6 TABLE 23.7/ 4C POST TYPES O X,024PW ( 2, 8)-# 14 SMS . © X.032pWi 8)2v14?&MSlk Go �/2N Q 31 SQPOST +(2) 2"X GI/2' X 0 241 W/ (12)-014 S.M.S. ® 3`1 SOL POST+(2)- 2'X GI/2" X.031122�' WI C 12)=M14 &US. 'OR 'trpLCD1JOITIO 03 AR[ USE S� 47 TYPE! AND L1J ARE USED FDR FOOTING Sago A. A. X to U �µ END, ♦ .,sees.., f. ' M. DYC.t Res.fEI IJaB ES EVALUATION REPORT NO 501A BEAM TO POST CONNECTION IO 15 KK. CKAf46EOSHT#GTO9 TABLE I C WIND SPEED & EXPOSURE 70 BEAM TO POST WIND SPEED & EXPOSURE TO BEAM TO POST a tl J J 70- B U I -i O M ' J J 70-B 22 , o 70-C (3)-5/8'0 (3)-5B' 91 70=C (2)-S<B"0 (2)- 5/8'FE 90-B (3)-1/2'fig 90-B (2)-5/8'JO (2)- 58'.0 90-C (3)- Ipx (3)- I'll 90-C (2)- 1'0' (2)-110 TABLE 23.7/ 4C POST TYPES O X,024PW ( 2, 8)-# 14 SMS . © X.032pWi 8)2v14?&MSlk Go �/2N Q 31 SQPOST +(2) 2"X GI/2' X 0 241 W/ (12)-014 S.M.S. ® 3`1 SOL POST+(2)- 2'X GI/2" X.031122�' WI C 12)=M14 &US. 'OR 'trpLCD1JOITIO 03 AR[ USE S� 47 TYPE! AND L1J ARE USED FDR FOOTING Sago A. A. X to U �µ END, ♦ .,sees.., f. ' M. DYC.t Res.fEI IJaB ES EVALUATION REPORT NO 501A •,_7.28.92 IO 15 KK. CKAf46EOSHT#GTO9 S1.'�m� FOX ENGINEERING 1/7e m•Aos JAMES M. FOX. STRUCTURAL ENGINEER- •Doo TuooNArN ND. DOINNRt. CAIIFONNIA Roloe '"'m"•mAN•'• FREESTANDING LATTICE -TYPE COMMERCIAL STRUCTURES L•.L-20 6 30 RSH. wlNo sPEEo +� ExPoSuaE • 70-C 90.9 A 90-Colar JINA-LATTICE PATIO COVER leu. rs IiYJ LLEY ALUMINUM COMPANY - L12%8 6224 Lir ,p...s9219ee7 9 OF I270.8 _NOTED �..... K.K. ATTACHED LATTICE / COMMERCIAL STRUCTURES w OST SIZES AND FOOTING SIZES POST SIZE 0 MAX. POST HEIGHT WIND - 22.3/37.G/27/45.5 UPLIFT- 29. FOOTING SIZE MAX. POST HEIGH o n8- 3 w 8'- 7-P711' 0" 14='G" 18'-01 7' 1 1-0' 14'-6 NOS(AB WIS(./IB NOSLAWIWISLAS NDSLAB IWISLAS 110 C Yom•%.125' 100 B 3'SaxA82' 3'52X125' 352X.188' 352x.188' 21A:7UB •x240 SSSQ e;tx 3.O' 3.850% bk}4N N CL 100 C 3'54.X.125' - YS2%188' 3'82X.,188' 31/2°72x)88' 3l.. }0' '95070 I&X3=4' 110- C (31-1'/ M.S., (3)- 1"P M,Eo 110 B 3'50X125' 3'52.X.125' 3aSQXI88' 3'SQX.2S 3-1r18VX3'-O' 3-7 34' ( c,J 110 C 3°32X121" S SQXJSS' 3'50.X25' 3112'SQx25' '1' BiA3'-2' �`.+(A' ( Bv7(315' •' 2 X8 'x3-9' J 100-C 730.X.125' 3'52.x,188• 3'50•x.25" 312SOJ(•1er 18isx3-II' CL 110- B 7.SOX.O83° 752.X.121' 3'SQX.188' 3'xiX•188" 18%X3 J 110-C TSaX 188" 3U2SQXJ8r 3'SQX IBB' 31250 X.25 ' 4=0' J I I I I I I I I NOTE: REFER TO SHT. 8 8 12 FOR CROSS-SECTIONS 8 DETAIL CONNS• ABLE FOOTNOT[SI 1, CONCRETE SLAB (EXISTING OR NEW) CORPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND MO SLAB WILL BE CONSTRUCTED AS PART Of THIS INSTALLATION. FASTENER CONNECTION ( ATTACHED & FREESTANDING) TABLE C RAFTER TO BEAM CONNECTION WIND SPEED Or EXPOSURE WIND SPEED & EXPOSURE H 100 B 100 C 110 B 110 C W TO RAFT I TO BEAM 110 RAFT TO BEAM 10 RAFT. 10 BEAM ITO RAFT I TO BEAM L.L.- 20 PSF 8 30 P.S.F. LL., 20 P,SF. 8A 30 P•S.F• 121-14S.M.5 (2)-114- 14 121-14 S.M.S. 12)-U4-14 12)-14 SALS. (2)-114-14 (2)-14 SM.S (2)-1/4-14 10 EA. LEG TEKS, EA -EA. LEG TEKS, EA. EA. LEG TENS EACH EA. LEG TEKS, EACH l4 - TOTAL 1 LEG. (4- TOTAL) LEG. (4 -TOTAL 1 LEG' 1 4 -TOTAL) LEG. (4-TQTALI ( 4-TOTALI 14-TDTALI (4-TOTALI $H7 II 100 B 3~52x.069' YSQxzm' 3SQx 2 100 C 3' SQ.x 125' 3'503.88' 352x 0 110 B SS2•x-O° 3.50x.125' 3'Sax 100-8 110 C Yom•%.125' 1SCLXAS8 VSOX J 131-540 M.S' (3) VIA M.B.' 100 -Ci (31-3/4YALV f31-I'� M.B? J' (31 0 M W 110-B (3)-3/4`M B1 131-1"Y M.B.N 1 10-B 131 3/q QNB' I I I I I I I I NOTE: REFER TO SHT. 8 8 12 FOR CROSS-SECTIONS 8 DETAIL CONNS• ABLE FOOTNOT[SI 1, CONCRETE SLAB (EXISTING OR NEW) CORPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND MO SLAB WILL BE CONSTRUCTED AS PART Of THIS INSTALLATION. FASTENER CONNECTION ( ATTACHED & FREESTANDING) TABLE C RAFTER TO BEAM CONNECTION WIND SPEED Or EXPOSURE WIND SPEED & EXPOSURE H 100 B 100 C 110 B 110 C W TO RAFT I TO BEAM 110 RAFT TO BEAM 10 RAFT. 10 BEAM ITO RAFT I TO BEAM L.L.- 20 PSF 8 30 P.S.F. LL., 20 P,SF. 8A 30 P•S.F• 121-14S.M.5 (2)-114- 14 121-14 S.M.S. 12)-U4-14 12)-14 SALS. (2)-114-14 (2)-14 SM.S (2)-1/4-14 10 EA. LEG TEKS, EA -EA. LEG TEKS, EA. EA. LEG TENS EACH EA. LEG TEKS, EACH l4 - TOTAL 1 LEG. (4- TOTAL) LEG. (4 -TOTAL 1 LEG' 1 4 -TOTAL) LEG. (4-TQTALI ( 4-TOTALI 14-TDTALI (4-TOTALI $H7 II 3:9' TABLE A FREESTANDING LATICE / COMMERCIAL STRUCTURES x/595 01SIZE AND FOOTING c17Cc a o /lnln .0'2 BEAM TO POST CONNECTION(MTACHEDSFREESTMMG)TABLE D WIND SPEEDBEAM 8( EXPOSURE 2 SHT. N TO POST SHT H WIND SPEED & EXPOSURE s)rt I Ia POST amt 11 LL In 2 0 N J _J 100-8 (31-518"IXM.B' (3)-314>lM.V LA: (4 0 A J J 100-B 131-540 M.S' (3) VIA M.B.' 100 -Ci (31-3/4YALV f31-I'� M.B? 1007C (3)3414M.&' (31 0 M W 110-B (3)-3/4`M B1 131-1"Y M.B.N 1 10-B 131 3/q QNB' (3) 3WO M.8! 110- C (31-1'/ M.S., (3)- 1"P M,Eo 1 IO•G (31 IY M.B.' (3) 1'of M81 J A,S.T.N. A-]07 and .t..d.,d rut Dl•t. I..h•,.. Role. for bolts anal/ 0. bolt el•.s tar PA.. 1/16• .ael.u.. 7.. .E:ponsic, bolt. hall be NIltl K,Ik Bolt• IS It .srb0. st••1 r .0ua1 \0'AF•L E�,+I' •.....!�s q0 -B YSQX.0G9°3.50X.083'' 3"50•x.125' 3'SCkX.788' 18°X3=4' (n 100-C 730.X.125' 3'52.x,188• 3'50•x.25" 312SOJ(•1er 18isx3-II' 3:9' TABLE A FREESTANDING LATICE / COMMERCIAL STRUCTURES x/595 01SIZE AND FOOTING c17Cc a o /lnln .0'2 8' - A. TABLE g 1 - G/27/45.5 UPLIFT•29.2/49.2135.3/59.5 FOOTING SIZE MAXIMUM POST HEIGHT t 11,-0* 1 14' - Go 1 18'-0" NOSLAB IWISLAB NO SLAB NOSLJLB IWISLAB INDSLAB NOTE REFER TO SHT 9 d 12 FOR CROSS-SECTIONS & DETAIL CONNS. TABLE FOOTNDTESI 1, CORCRETE SLAB (EXISTING 00 NEW) COMPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB ODES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF TN IS IMS TALLATION. ASSEMBLY INSTRUCTIONS POR FASTENERS TO MOOD STRUCTURES: LAG SCREWS - LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT IN MOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE -LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A BANNER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. WOOD SCREWS - LEAD BOLES FOR WOOD. SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE WOOD SCREW ROOT DIAMETER IN MOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SHANK AND THAT RECEIVING THE THREADED PORTION SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON MOOD SCREWS OR IN THE LEAP HOLES T'O FACILITATE INSERTION AND TO, PREVENT DAMAGE TO THE MOOD SCREW. ouJ OS POST SIZE M POST 'HEIGHT 06 h MAXIMUM 0 z 8�-7 14' -G' 18'-0' w GENERAL NOTES ANO SPECIFICATIONS: % re. WISLAB B% XS -8' Building 0041 ane the 1982 lditl,, oI the Al ..I.. Const r.ct len 100-8 7SQx•O83" 352.%125' 3'50X•188' 3'S0%188" IBik3�IP LLI 100-C 3LSQx,125' 3"Sax.188" 3'50x25' 3U25Qx188' BixaO' VJ 110- B 750X.125" 3'SQX.125 VSQX.188" trSQx.25" dAx4-0' 0 110-C 3 .x.125' 3°52x •188' 3"SQX,25' 312'52X25' e, All r..empe .nail bur on nr., nawr•1 un-dl.eum.a .oil ..Amos fill. D..lpn ..rel..I .oil b•sr A.v ... 1,000 1,000 P.S.F.r N • S. ill -steel ...Pers .hall be n.t-dip pal..nlr.e or •lectrepl•t•d ane is J 8. Alu.inu• /sat...r• •,ell r .2024 -T4, All other fosterer• shall be p•l.anlr.d •tool r c.d.lu. Pl.eed. All bole. .hall eo,rpr. to °ha.1 J A,S.T.N. A-]07 and .t..d.,d rut Dl•t. I..h•,.. Role. for bolts anal/ 0. bolt el•.s tar PA.. 1/16• .ael.u.. 7.. .E:ponsic, bolt. hall be NIltl K,Ik Bolt• IS It .srb0. st••1 r .0ua1 \0'AF•L E�,+I' •.....!�s q0 -B YSQX.0G9°3.50X.083'' 3"50•x.125' 3'SCkX.788' 18°X3=4' (n 100-C 730.X.125' 3'52.x,188• 3'50•x.25" 312SOJ(•1er 18isx3-II' CL 110- B 7.SOX.O83° 752.X.121' 3'SQX.188' 3'xiX•188" 18%X3 colts/.. 11 rI' 12 11. For 11 detail -fere-1. 00 Shoat 110-C TSaX 188" 3U2SQXJ8r 3'SQX IBB' 31250 X.25 ' 4=0' J J 8' - A. TABLE g 1 - G/27/45.5 UPLIFT•29.2/49.2135.3/59.5 FOOTING SIZE MAXIMUM POST HEIGHT t 11,-0* 1 14' - Go 1 18'-0" NOSLAB IWISLAB NO SLAB NOSLJLB IWISLAB INDSLAB NOTE REFER TO SHT 9 d 12 FOR CROSS-SECTIONS & DETAIL CONNS. TABLE FOOTNDTESI 1, CORCRETE SLAB (EXISTING 00 NEW) COMPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB ODES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF TN IS IMS TALLATION. ASSEMBLY INSTRUCTIONS POR FASTENERS TO MOOD STRUCTURES: LAG SCREWS - LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT IN MOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE -LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A BANNER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. WOOD SCREWS - LEAD BOLES FOR WOOD. SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE WOOD SCREW ROOT DIAMETER IN MOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SHANK AND THAT RECEIVING THE THREADED PORTION SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON MOOD SCREWS OR IN THE LEAP HOLES T'O FACILITATE INSERTION AND TO, PREVENT DAMAGE TO THE MOOD SCREW. I.GflO E.S. EVALUATION REPORT NO. 5038 __ )o•15.9z GENERAL NOTES ANO SPECIFICATIONS: % re. 1 Aluanua 41.19, ore ar...e. are • per the latest .dLti,. or cn. Unlfor. dFREE LATTICE TYPE ALUMA-LATTICE PATIO COVER --92-19267 COMMERCIAL STRUCTURES (AS AICA BY) L.L• 20 E 30 PSE, Vd)-I Fy ALUMINUM COMPANY WIND SPEED 4 EXPOSURE NRriT 10 OF I2 100-8 , 100-0, 110-8 d 110 C M: LINCOLN ST. (602)218-6224 Building 0041 ane the 1982 lditl,, oI the Al ..I.. Const r.ct len :. thu.l. earn.ea elu.lnu. •/lore b•.for enoea .noon, p eAs ,alcor .L,,, Char • r•ala.r.d .len in. uu.lw. A..oe l.clm .,a n....R..l or the 0 91,111, 11*10 ane ultl..te Ier•nptn•. 3. All o rata .hall neo. ..lpl.u. 2B car co.Pr•uI .e r.n9M or 2.000 P.s.1.°['host• °lab mall ns., 3L• .l.t... thick..•. and •hell e• to good tonalcl.n. r e, All r..empe .nail bur on nr., nawr•1 un-dl.eum.a .oil ..Amos fill. D..lpn ..rel..I .oil b•sr A.v ... 1,000 1,000 P.S.F.r S. ill -steel ...Pers .hall be n.t-dip pal..nlr.e or •lectrepl•t•d ane is ..,ror• to A, A-446, Grad. C. 8. Alu.inu• /sat...r• •,ell r .2024 -T4, All other fosterer• shall be p•l.anlr.d •tool r c.d.lu. Pl.eed. All bole. .hall eo,rpr. to °ha.1 a� A,S.T.N. A-]07 and .t..d.,d rut Dl•t. I..h•,.. Role. for bolts anal/ 0. bolt el•.s tar PA.. 1/16• .ael.u.. 7.. .E:ponsic, bolt. hall be NIltl K,Ik Bolt• IS It .srb0. st••1 r .0ua1 \0'AF•L E�,+I' •.....!�s P.r I. C.B.O. E.R.NO. 0827. All bolt* shall ha.• • .lnlou. toner K• •spa el•Nnc• ora bolt di -to re 8. Cott, ln•t•Il•tld, °hall b••r an ld.ntlf Yln9 top yl.119 the ..y •hd add.... "f the _.""A" or, d..ign lead. •,e _10 bl LLt1% '• +ANTS W� Al. All It ... p t.lning to •.cn par tleul.r In•lell•tlon Mall e• cIrcl,d. 1. •.• project, post .pacing. footing detail. etc. 10. °Dan lattica patio c 1h.11 not b• •nclol.d Ilth •"' tYp• 01 - ut1r1.1, ane tha d•slpn los41 neo• only been •GD11•d t0 the horre� pro J.ct•e area 0r the Lattice. -ft. be.... etc. oar • '1 :' 9,9 h...• +o` O.IFI colts/.. 11 rI' 12 11. For 11 detail -fere-1. 00 Shoat I.GflO E.S. EVALUATION REPORT NO. 5038 __ )o•15.9z �;� FOX ENGINEERING ..X AOI-� E JAMES M. FOX, STRUCTURAL ENGINEER 000o Taaao MArM AD. OOWINNF, CALIPONWIA ASIA. AA"�'�'"' "'• dFREE LATTICE TYPE ALUMA-LATTICE PATIO COVER --92-19267 COMMERCIAL STRUCTURES (AS AICA BY) L.L• 20 E 30 PSE, Vd)-I Fy ALUMINUM COMPANY WIND SPEED 4 EXPOSURE NRriT 10 OF I2 100-8 , 100-0, 110-8 d 110 C M: LINCOLN ST. (602)218-6224 ___ NONE -- K -K• R . • 05' +2.0' 3. 0' R-.05' �R..Os' R -.05* X25' 2.0' R-.05' 14 GA. STL X 8 CHANNEL SEE TABLES 3.0' 024'I.s' At8' 8.O' INSERTFOR THICKNESSES A STM A36 042 TSQ•POST SEE TABLES FOR THICKNESSES .024• 1.75' .032• TYP SEE TABLES i FOR USE AS RAFTER. 1 -,-SIDEPLATE ( RAFTER I 3004 -HJG 3004 - M3G 3004 - H36 EA. SIDE 3004 - H 36 ALUMINUM ALUMINUM ALUMINUM ALUMINUM _ BEAM/ HEADER W/CHANNEL INSERT I RAFTER 2 POST W/SIDEPLATES 3 I Y2 SQ, LATTICE 4 NOTE: NOTE: FOR SIZE Of STIFFENER/NASRER PLATE. SEC POST BASE CONNECTION TABLES. FOR SIZE 6 NO OF FASTENERS / A.8.5 3'X B'%A42'RAFTER SEE CONNECTION TABLE FOR THE PARTICULAR -t- Q. 1.12' PATO COVER OR ROOF STRUCTLE SELECTED. 2 7/B -'"-- 8"RAFTER RAFTER (J 24'0.C. C090•TFtK. LZ 24' 0. C. w) WASHER PLATE2 NOT FOR SIZE OF STIFFENER/NASMER PLATE. �Ij--- 5EE'TABLE SHT 2 J-3IDEOFR6XER 51 POST BAS[ CONNECTION TABLES. I/2' I/2' EA ToTA&, RAFTER I TYP I TYP l21 TOTAL, ALIM AUAY 6061-76 STL,A36 ALUM.AL(AY:' 7 -- • 30 4-H OR 17/8• I' 2 7004 - H3G I ( ALUM. ALLDr' . BEAM /NEAOER' G063 -TG OR -1'--� I -f- -- 3004 HJG . I'1 I'I ALUI.ALEDY 6041-T6 �1A2' I ----- I.I 6 RAFTER eER IBEAM• HE 3'x 2 538.X2' 24x2,2, HEADER )BW/CWWNEL INSERT ASTM. A -44G, F'h40 K SI NOTE: E & NO. OF FASTENERS / s I I n 8" RAFTER NOTE: A.B?SEEOONNECTONTABE J X2/ FOR PARMMQ PATO �., G 2 REFER TO SIT. 10 RJR USE OF THIS CONN. nOOF STRUCTURE SELECTED. ' POST- BASE BRACKET / STEEL 7 POST BASE FLANGE BRACKET/ ALUM 8 BRACKET / RAFTER /TO BMJHDR. 9 ANGLE CONN a RAFTER/HEADER BEAM 10 � E 9 MD. OF FASTENERS / A.B.', a 112'X 112 XAT.2�(L • S" ) SEE CONNECTION TABLE FOR THE 6043 -T6 ALUM.{f1 I V2 X I V2 \ PARTICULAR RATIO COVER OR ROOF �.. 3 X 040 3OO4-H3G ALUM L-3' STRUCTURE SELECTED. .• 015 EA.SIDE. \ 112• 2 -VS SM.S.EA. SIDE --- - RAFTER SEE TABLES \ 2 I 0 RAFTER L 24b.C. MAX. �4' 24O.C_MAX D 0 - 44 l- • - 0 IMT. GRADE 5 MIN.�y',gRABkET EACH RAFTER RAFTER 1 BRACKET Wl2 -414 9 q BEAM/ HEADER SAS TO BEAM & 4 -010. SMT• I I EMBED IZ-MIN.�TF"7pXQ'LONG SEE SRT. 10 POB ASSEMBLY (2)-x10 SMS. EA. LEG. i TO RAFTER. SEE TABLE 2• LT THRU POST INSTRUCTIQi POB MOOD TO BEAM L /2)- 3O SMS, 24' MAXIMUM "' I-SCILLVIS. EA LEG TO RAFTER. 24' MAXIMUM _ SEED B 10 6. BRACKET G• MINIMUM SHT.11 G' MINIMUM 2•i20X3'VAOD$y�$ LL•208: E FgOFFASTEFFJRS/ 9ORSF. A)O WIND EXMSIJRFS IOOC A.B.' SE CONNECTION TABLE 110 B BI no C ' FOR T/[ PARTICULAR PATIO COVER FOR SIZE 6 EO. OF FASTENERS/ A.B6, SEE TABF$ 21-i 14 X 2314' MOOD SCREWS ALL OR ROOF STRUCTURE SELECTED. SEE CONNECTION TABLE FOR THE ER DESIGN LOADS. NgTE: FOR SIZE OF STIFFENER/NASNEA PLATE, FART1ClAlAR PATO CODER OR ROOF USE, FOR FREESTANDING ONLY SCE R.i TER TO BE AN CONNECTION TABLES. STRUCTURE SELECTED. WALL CONNECTION I3 RAFTER TO BEAM/HEADER CONN. 14 RAFTER TO BEAM/ HEADER CONN. 15 EM13EDDED POST 16 4t 14 SMS BEAM SPLICE STALL OCCUR 4 SCREWS DIRECTLY ODER AN INTERIOR 21 SH? II POST NOT PERIMTTEDC 2 - PER SIDE �111POSr UIT 3' I/2 PLASTIC PLUG 1 THRU BOLTS: A6W WHERE SCREW IS ON 5•- vaT A74'N$ERT REFER TO POST BASE STEEL FUST INSIDE. I I I ..SN I .S' 3.5° 2��I N. TABLE FOR CONN. THE - TYPE URE ' O 'OF STRUCTI 2L2'� I SELECTED _ 7N 4N WX 0'•3` IY2.• EA.SIDE4 2 -TOTAL) -5 2• 7• 2 FOR ROOFED -TYPE, I J 3HEET. 6 I I3 �1,, 6SCREWS G VRAFTER (SIDE PLATE) I I I 4-*14OR6-014 I PER SIDE EACH SIDE` I S.M.S. EA. SIDE I I • . 612 RAFTER(SM PLATE 2LL• Ile I I I I EA. SIDE. 2 3'SQ.POST BETWEEN µ_ SIDE SIDE RATES 3'$Q BETWEEN I I s 14 sl(S EA. SDE TOP, I i SIDE PLATES 2 NOTE MID•HEIGNT 6LJ BOL I , � I .I 13H2II 3'X.062'PL75., FOR SIZE 6 NO, OF fRLS v EA.S?E AWN. A.B.°LLS__EE COHOFL'T10N 91BF � V416 BOLTS MAYBE USED i ALLOY t:.00 -TG FOR 7FE PAR .WIL I FMTIO AS ALTERNRE TO 614 SMS YSQ. STEEL COLUMN. COVER OR ROOF STRUCTURE SEUCTED. BEAM / HEADER TO POST CONN. 20 BEAM/ HEADER TO POST CONN. 21 EAM/HEADER TOPOSf CONN, 22 POST BASE FLANGE BIW3ET/ALL IM. 9 LATTICE TO RAFTER CONN. (5). 11/2" y I AAO' 6063-T6 ALUM TYP .040 C• 3004-H36ALUM. � ACTED IN DETAILS N BE &CEHTERLINE W 1/2'MN. EDGE STANCE, TMP. f-FASTENER,PER i DETAIL " MIN _.-. I � +- SEEVARIOUS DETAILS M W• 2 VB'OR 1 7/B'FOR 61/2 RAFTER 8 1R W - 3 VS'OR 27/S FOR S' RAFTER. •U' BRACKET -GENERAL II 3'SQ OOLUMK E 3/ G'ST�LPOST SSE O $ O SAT. 11 LS.T�m 3(6 (•FINISH GRADE I !i%' I I I �4s.+4�•� PAI SURFAC '88 WI ' E- DASH ZINC IG• X 9' IDA ( BASE PLATE DIMENSION, WELL COMPACED SOIL) HOST TO SAFETY. STAKE I E 3 -so POST_ S FOOTING SEE AT DETAIL( SEE FASTENER 1A I I FOR NorsHOwN TABLES FOR TIE PARTICULAR RATIO I I 'FLAN PIE R. COVER OR F STRUCTURE SELECT 1112 MIN CONOTING IS AVE, SEE TABLES FOR SIZE. `-CONCRETE ANCHORS REFER TO POST BASE COAL TABLE FOR THE TYPE OF STRUCTURE SELECTED. DBL. ANGLE HOST BASE CONN. 6 NOTE: REFER TO. SIT 2 FOR USE OF THIS CONN. DDL: ANGLE L.L. • 10 (3)-51 SY M.B L.L.-20 830 (31-112"ldM.B. -3 X 114 ANGLE. EA. SIDE OF POST. 3.50. POST +""••: `EE HELIX�9-GA (.150) x -G JAYE$ M, Fm �Ll/ vwx 1 1R' I HOTED LE " . 1 STEEL 3- 6 L -7' x 4' % 314'X 0`_3. .044 AMm a FmC -.1• OOtvF'ONETS 6 DETAIL OOhN ,gLGMLq-LATTICE PJ'1710 COVER FOR (AS IiGBYJ LATTICE p�T��(�PEpr�P�AT�+IFOyCy.OF,VE�p MP NY COMMERCIAL FROFSmJmJwS LINO N sT' R+Q2/Z%8762?� EA. SIDE I.2 -TOTAL) NOTED STEEL POST •14 SMS EA. SIDE IDBOTTOM, FOR LATTICE -TYPE,SHL 2 MID HEIGHT 8, TOP 1 1/2 SQ. LATTICE X 6'X 7/8'X 0'-3' 1 C' 3'O.C.MNIMUM EA. AL) EA. SIDE THRU BOLTS W1 ♦ 8 % 2 S.N.S. ROOFED -TYPE FOR ROOfEp-TYPE, .7 I REFER TO P0: BASE C01M Ti EA. RAF MR(TYP) I I FOR THE TYF V.( ,n 2 STRUCTURE SE LATTICE TO RAFTER CONN. (5). 11/2" y I AAO' 6063-T6 ALUM TYP .040 C• 3004-H36ALUM. � ACTED IN DETAILS N BE &CEHTERLINE W 1/2'MN. EDGE STANCE, TMP. f-FASTENER,PER i DETAIL " MIN _.-. I � +- SEEVARIOUS DETAILS M W• 2 VB'OR 1 7/B'FOR 61/2 RAFTER 8 1R W - 3 VS'OR 27/S FOR S' RAFTER. •U' BRACKET -GENERAL II 3'SQ OOLUMK E 3/ G'ST�LPOST SSE O $ O SAT. 11 LS.T�m 3(6 (•FINISH GRADE I !i%' I I I �4s.+4�•� PAI SURFAC '88 WI ' E- DASH ZINC IG• X 9' IDA ( BASE PLATE DIMENSION, WELL COMPACED SOIL) HOST TO SAFETY. STAKE I E 3 -so POST_ S FOOTING SEE AT DETAIL( SEE FASTENER 1A I I FOR NorsHOwN TABLES FOR TIE PARTICULAR RATIO I I 'FLAN PIE R. COVER OR F STRUCTURE SELECT 1112 MIN CONOTING IS AVE, SEE TABLES FOR SIZE. `-CONCRETE ANCHORS REFER TO POST BASE COAL TABLE FOR THE TYPE OF STRUCTURE SELECTED. DBL. ANGLE HOST BASE CONN. 6 NOTE: REFER TO. SIT 2 FOR USE OF THIS CONN. DDL: ANGLE L.L. • 10 (3)-51 SY M.B L.L.-20 830 (31-112"ldM.B. -3 X 114 ANGLE. EA. SIDE OF POST. 3.50. POST +""••: `EE HELIX�9-GA (.150) x -G JAYE$ M, Fm �Ll/ vwx 1 1R' I HOTED LE " . 1 6 (2 SIDE PLATE�SIOE. ER POST SJHED.. 9 3 SHT. I I 6 10R KJC. CHANGED 9TT �►7 m II •or,m FOX ENGINEERING nX:� s M. FOX, STRUCTURAL ENGINEER •0.0 YaLao RAPN 0O. DOWaa Y, CALUOSI,IA 00140 AMm a FmC -.1• OOtvF'ONETS 6 DETAIL OOhN ,gLGMLq-LATTICE PJ'1710 COVER FOR (AS IiGBYJ LATTICE p�T��(�PEpr�P�AT�+IFOyCy.OF,VE�p MP NY COMMERCIAL FROFSmJmJwS LINO N sT' R+Q2/Z%8762?� 3'54 X .024 POST ^F NOTED •14 SMS EA. SIDE IDBOTTOM, �.•+- K.K.JAMES MID HEIGHT 8, TOP 2 -414 SMS. EA.SIDE 0 OR OB SHT. 11 �R.OETAILO Es - oy SEE F.KTENEUI/Ali TAEII.E FOR, sz9l f THE PARTICULAR PATIO COVER OR ROOF 37RUCTUCE SELECTED BG. ES. ALUATION PORTNO, rRE-L 5038 s 20 'J2 10R KJC. CHANGED 9TT �►7 m II •or,m FOX ENGINEERING nX:� s M. FOX, STRUCTURAL ENGINEER •0.0 YaLao RAPN 0O. DOWaa Y, CALUOSI,IA 00140 AMm a FmC -.1• OOtvF'ONETS 6 DETAIL OOhN ,gLGMLq-LATTICE PJ'1710 COVER FOR (AS IiGBYJ LATTICE p�T��(�PEpr�P�AT�+IFOyCy.OF,VE�p MP NY COMMERCIAL FROFSmJmJwS LINO N sT' R+Q2/Z%8762?� .s 92 �7z87 NOTED a,�* II OF 12 �.•+- K.K.JAMES ju. 40- 5 I.GG* 25* -THICKNESS AN L .50" IN TABLE; SHT GOF 1 -Cw11. 2.5' 11 1 ) 1 p •.633 4djl t2- -4-0 40' MATERIAL 3OO4-H3G.ALwNum SEE SET. 10 FOR ASSEMBLY INSTRUCTIONS FOR WOOD SCREWS. EXIST. WALL •078' FOR FASTENER SIZE & SPAONG6 SEE SCHEDULE 10 SHT12CF12 161-N 10 SMS. EQUALY SPACED ID S.M.S. T..,RU PA V 10 S.M.S. THRU PANEL LOCKS & AT EA CONTACT -EL UX 300 50, 25'R -ROOF. PANEL'),. 200 .250 0 10 S.M.S. K EA. TACT. CONTINUOUS SPEED RAIL PER DETAIL RAIL, (DSHR. IZ (WHERE OCCURS) SEE SHT. 10 FOR ASSEMBLY INSTRUCTION FOR WOOD SCREWS. EXIST IT `OC EXIST. RAFrERs.@24`ac- D.f. LARCH D F LARCH FOR FtF_ FOR FASTENER SIZE A SPACING, I 1 MAX SIM-SCHEDULE I o.. SET. 12 or 12. NOTCH I '? _CO P -__S TECO CLJ .T , X EXIST 2 X FASCIA HANGER 07 SHT. 12 BOARD. MIN. L' MAX.MAX ALLOWABLE FR:OJLCT!%- EXISI HAVE ClVERHANG 'SEE SCHED QK9 SHT. 12 OF 12 • W63-TG ALUM. 24" ROOF PANEL J RAIL ATTACHMENT 5 EXISTING EAVE ATTACHMENT (ro) 21, 21/ '2 J4 Lj�1' V4' J4 28- 28-L4,1 A Z8 !��45' THICKN 5.5EE \PANEL IN TABLE, ,SHL G. OF I Z 2 '%2 3• 2 - • + 12' - V.2 8 12 104 FULL R 03INZ/-.025"R J12S -I_ r -• .05 .208 ABY 3.-/.2' Am. .002" +.__ LMP'- 2 X CHOrR X D rDG2 CA237' IODEE t-, EASCO 2.G25' LLO.2 .050" ALUM. I.D. 1 3) PF\ J 6,2 R ---\ I .0 0501 L L A2 .625' ___ 4 J03i t1loo Lgo x )p G;-X .124'R - e 1.130 375'R , co- .13 EXPOSED SURFACE - Is* 1.50. T.- FULL R �,FASTE IRS DIRECTLY TO WALLJASCI&SEE 2�� DETAIL OR OPX W 7w .750!- DIO`R XDIOIXEP 1. EASCO ALUM. LD 1 31 I .0r.2' R - _ I L ------(2) � soi 010' X '30* DP .1 ! I 7- Rt� 12) I.r3oo 0. D25 R 3 1 G t'_ . (3) ==�==_ . - 71 T8112 .16 050, Cl 1) FULL R. .05 .125. 0.208' 1 1.062' t Lor.21i 1 250' I 2750' I I D( .2(2) 37 r,-- J RE r- J# L�1)77 - I no _fwl' 17 -,iEi, .130' \_90'X.OIO`DP 7-1.50cr r, 11,7EXPOSEOSURFACE MATERIAL � 3OD4 - M 36 AUJMIMUM - OIO"bEEPX 90*- -j (TY I 3 12 'J'. RAIL L375- I EXPOSED SURFACED- - 3 'J'RAIL j/ .010* DEEP X.9W I ryp) C' HANGER - - 2 000'- �EF .6. 3 V HANGER 2 V RAIL n." 12"X 3" W PANEL 2 HANGER 8 RAIL *PROFILES ALUMINUM ALLOY 6063-TG "70* R-.141* R-317" ( 135*) 1/,-- R-117' EFI�;1,4 U211 R'.141' 'AV (1 7 1 THICKNESS, SEE PANEL (45') EL 12 3V IN TABLE. SHT Q OF 12 U25': 30F 3. 1:3- 2.0- S. -- - .2 12, MATEAAL: 3004 - H 36 AWMINUM , BEAM DREW 4 SCREWS POST HIPOST • .5 7- 0 4-4914 OR 6 - 914 S.M.S EA. SIDE 0 14 5AM E& SIDE MP MVHEIGHT&eBOT. I3 MAL OCCUR AkINTERIOR MDT PERMITTEDLA 2 UNIT 3.5, 3.5" 10 G SCRE�S PER SIDE &VAN'TER (SIDE PLATE) EA. SIDE. 3*SQ POST BETWEEN SIDE PLATES V2 PLASTIC PLUG WHERE SKEW IS ON INSIDE. r. VRAFTER (SIDE PLATE) EACH SIDE EACH 3"SQ.POST BETWEEN SIDE PLATES qpI4:SwLs HANGER RAIL FASTENER TO PASCIA,'WALL, (STUD,MASOHRY OR COkC.) I V, AT 2 X FASCIA AT,WOOD AT MASONRY OR WIND / SIMPSON. O.C.STU? CONCRETE DESIGN LW L LiL L 10 20 io, 0' 2; io* 10 20 30 1 0 Lio 70 A C .1 E H I H j J 90 1 E H I H. i x 100 L L I L I F H I -H.. jJjJjJ C 110 G I C ftDl 11 IDESCRIPTION Dp§ RlFllr� ! N z 1, W.p 0 1 2 @ 12" 0. C. F _7� 1/2 A-1 i UP G-/16O12'-o C. C-3/8"20x 'l 1/2" 12. D.C. H-73/8"0 'x 2 1/2" 0 112"O.C. D-7/ 6 x /2 2" O.C. 1- 1/4"0 x 1 1/8" 111 16"A.B.* IE-3/8"O x 2 1/2" 0 16!'.O.C. K- 1/4"0 x I 1/8" 0 12 'A. B. HILTI ED 11 RAVE! JAMES N. FOX io: EXISTING RAFTER AIJ.&Mf" UEcX wv" SIZE SPACING OVERHANG A A ;a 14'-S" I 3:nE;: W FULL VO-C. . 2'-0 2*, X 6" NOTCHED 24"O.C. 2'=0' 2- X 6-TVLL OR 2 - D.C. V-0- 2qX S"NOTCHED 2" X B" FULL 24" O.C. .2'4" 23"-1" A ---------- J_ 12" X 31/2" W PANEL 371 BEAM / HEADER 10 POST ODNN. Q8) BEAM HEADER TUPOST CONN. 9 ATTACHED SCHEDULE t!2� •.0. 2. TZI,0" SEE .0. ML IN ABLE. SHT.GOFIZ .5' 2.2*F G'2.2' 15. RATER *TAIL' 25960FPOST 2- 4 ID SJAS. OL L212 ROOF PRN 4! G V2* z A Aj�)IDE 5. !?W 6 1A ("4 T1 11M. BRADO X 44- 12 1 ' 010 X V2 SAILS mp a 80770M. RAFTER TAIL'•RAFTER 'TAIL' RICE OF YS06 MST -F OVERHANG 41 2- 1' I-Ol 9• 2* 1• V-0, (211*10 SALS. EA. SIDE (4-TUTA q 10 SM.S. 12'Or_ (2) 10 S.M.S EA.SIDE. 4-TOTAL 14' ROOF IL'J (1 10 S.M.S. IAN 0. V2 AT PAN 4- 1 2- TOP 66 BOTTOM (2-TOTAL) i Q, I I LN ZX.024' G V2'X OX.024"RAFTER (ALLIN-BRACIC 91\, wit 0 X 112 S.M.S. GUTTER-' 0 10 X la SMS. TOP B. BOTTOM 1 2- TOTAL) G" X 2" FLAT PANEL. (DRAFTER "TAIL" AT SIDES (I I)LRAFTEWTAU AT FRONT FTER. AICWIG X 2"FLAT PANEL I I1C-130- E.S. ATION E NO- 5036 7.12-92 M10151K.K.ICHANGEDSHT.9610121 FOX ENGINEERING JAMES N. FOX. STRUCTURAL ENGINEER 01- 0080 TIL@GMAPN NO. DOWNEY. CALIFOOMIA 90240 NENTS aDE -LATTICE PA77a CO COMPO TAIL 00NN. FOR: (A ' LMSM) FED TYPE- PAR) COVERS EY ALUANNIV14 COMPAIKY uJJ ST. (602)270-6224 1.120F 12