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15357 (PAT),, .. f440 P.O. BOX 1504 No. 1 5 3 5 T Building 78-495 CALLE TAMPICO Address 44-645 Saf from Court LA QUINTA, CALIFORNIA 92253 owner tmr. Robert Epstein Mailing BUILDING: TYPE CONST. OCC. GRP. Address same as above A.P. Number City Zip Tel- La- pinta 92253 Legal Description Contractor Project Description 178 s`3 • f t • Z . C . B, O. Pati® Solariums, s, Etc. Address Cover JV- i1Ybro6k .x92047 619-631--1401 State Lic. City % & Classif s� 154 0 7 Lic. # r Arch.; Engr., •Designer Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirmrthat I Palcens�d under Drovisions of Chapter 9 (commencing with Section 7000) of Divis'on 3 of tusittrss and Professions Code, and my license is in full f fo cr and effecyi'ri.- P .! OWNER -BUILDER DECLARATION DATE I hereby affirm that I am exempt from the Contractor's License law for the following reason: (Sec. 7031.5,Business and Professions Code: Any, city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to Its issuance also requires the applicant for such permit to rite a signed statement that he Is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is, exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon and who does such work himself or through his own employees, provided that such Improvements are not Intended or offered for sale. If, however, the building or Improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or Improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and.Professlons Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) (!tensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that 1 have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company 'Wcopy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit Is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: N, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,1100), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. This is a building permit when properly filled out; signed and validated, and is subject to expiration it work thereunder is suspended for 160 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating, to building construction, and hereby authorize representatives .of this city to enter the above. mentioned property for inspection purposes. ' Signature of applicant Date' Mailing Address City, State, Zip Sq. Ft. 178 Size - No. No. Dw. Stories Units +� New ❑ Add ❑ Alter ❑ Repair ❑ - Demolition ❑ Estimated Valuation $2,368.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 35.10 Const. 54.00 Mech. Electrical Plumbing S. M.I. .24 Grading Driveway Enc. Infrastructure TOTAL 29.34 REMARKS ,f A 11,7 k ZONE: BY: Minimum Setback Distances: 1� Front Setback from Center Line r Rear Setback from Rear Prop. Line I Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: 4 Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SQ. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. I SO. FT. ® WALL SQ. FT. ® SQ. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING f DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ®c IBATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1 V. c SEWAGE DISPOSAL LUMBER GR. SQ.FT.GAR ® V4c HOUSE SEWER FRAMING FINAL INSP. GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. t FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL ATTACHED LATTICE PATIO COVERS ( WIND SPEED = 70 8 90 MPR) - TABLE A jECTION MAXIMUM POST SPACING 8. FOOTING .SIZE WIND= 10/15PSF UPLIFT= 10/15 PSF PINCLUDES BEAM/H ER I �Cn0H. RAFTER 3" X 8' X .042." BEAM/ HEADER 3" X 8' X.042"+ CHANNEL INSERT BEAM/HEADER ® 21 24' MAXIMUM SIZE POST SPACING FOOTING MINIMUM NUMBER OF POSTS _ POST SIZE To FOOTING MINIMUM NUMBER OF POSTS POST CON EXISTING RESIDENCE za I TRH^N• OVERHANG IO 24 O.C. N SLAB 1O0Tt 13- M. �T TYPE POST.TYPE 90 SPACING 9OMPH. 12 2 3 4 1 1 12 13 .4 DN suB wort SIZE 7OMPR 90 TYPE 12 2 JR, POST TYPE a. NO OF SCREWS 314 1 1 2 3 4 70 MRK 90 MPR -O" 2'k G`ixA24' 5" 15- 5" 19 21- 2 2 - - 14 12 - - 10'-10' 30=1I 24 28 2 2 - 4 2 - 6 g ' 1 Qa 56 P►CL ! I I= 0" 2"x 612 24" 12 -10" 12'-10" 19 - 21 2 2-- 14 13 1 3 2 10'-1 " 29'.9' 25 28 2 2-- 4 3 3 2 1Il S I ESPy9 1412-'-0" K,Py'�o P° 15 2°x6 'x.024° 12' 6" 12'-6' I9 22 _ 2 2 - - 4 3 3 2 9'-5" 29'-0' 25 29 2 2 -1- 4 3 3 2 „ 4 P �� 13'-O" Zx6Vx-024 12'-1' 12'- 1' 19 '22 2 2 - - 4 3 3 2 S'-10'125- 1' 25 29 2 2 - -n 4 3 3 .2 n 14'-0 2-xGVx.p24' •I I'-9' I I -9' • 20 22, 3 2 - - 5 1 31 3 2 8L 4'12 7'- 7' 2G 29 3 .2 -1- 5 3 3 2 u . 8=ST HEI POST HEIGHT ` \ (c ,l5'-0' 2'kGLtxD32" I1'-4' 1I'-4' 20 22 3 2-- 5 313 2 VIE' 2G'-8' 2G 30 3 2-- 5 3 3 2 n • LATTICE, SEE DETAIL �•r a). 6'-O' 25[62x.032° II' -0'. 1 1'- 1' 20. 23 3 2-- 5 3 3 2 7=5' 25-10' 26 30 3 2-- 5 3 3 2 O .17-0' ZxGIzxO32 10•-5' 10'-10' 20 23 3 2 - - 5 3 3 2 T0' 25'-3' 2G• 30 312 - 5 3 3 2 • 4 sHr. 11 I I _ 18' 2'x G 'x.032 .9' 10 10' 6' . 20 23 3 2-- 6 4 4 2 6=8' 24'-7' 27 30 3 2-- 6 4 4 2 I1 MPY 1't RAFTER, SEE TABLE A FOR J I9'-0'. 2k 612x 9'-5" 10'-4' 20 23 3 2 - - 6 4 41 3 G'-5' 24'-2' 27 31 3 2 - - G 4 4 3 IT R SEE TABLES \ SIZE b MIN. NO OF 'ZFOR MINIMUM LENGTH OF LRTICE -1 2O=p" 2'x 6'2X040 .9'-0' 10'-1' 20 ,23 3 2 - - 6 4 4 3 6- 1-' 23'-7' 27 31 3 2 - - (p :4 4 3 . $ $ ALB MR SI AND S G. PATIO COVER SEE TABLE A , - _ ' MINIMUM NUMBER OF POSTS. POST, SEE ! _ CROSS-SECTION 312THICKcofLc.J BELOW SLAB/ OPTIONAL I 6�4 ^ 0 8' 2'x 64x.024 10'- 6" 10 10" 17, 19 2 2 - 3 2 - - - G'-8" 22'7` 21 24 2 gPPOt P - u_ 2 - - - 3 2 - 8 8 jpe�E 9'-0" ZxGLXO24 9'- 8 10-5" 17 19 2 2 - 3 2 - - G'-2" 21'8' 21 24 2 2 - - 3 2 - - II 11 "OTE: - ' 1 /L 0-0" 2'x6 'X,024•' 8'_ -II' 10'-0" 17 19 2 2 - - 4 2 - - 5'-8' •20'10" 22.: 25 2 2 - - 4 2 - - 11 11 NO CRACKS WITHIN 2=6' L OF POSTS SHALL BE �' ' [L 11=0 _ . 2'x61zx, 2W 8'-4" 9'-8°. 17 20 2 2 - - 4 3 3 2 5'-3" 20=1' 22 25 2 2 - - 4 3 3 2 u . j�yrJ �c.Z jP''%'// NOTE: 'THIS d 12.0" 2"x 61Zx.032 T 9' 9'.4' 17 20 2 2 - - 4 3 3 2 4'-1 I' 19=5' 22 25 2 2 - - 4 3 3 2 II PERMITTED. POST / 9ct - _ OPEN LATTICE -TYPE STRUCTURE RRT YOT BE ENCLOSED. FOOTINGWHEREA I • SHALLM SET BACK A- OCCURS, fzP MINIMUM OF 4' FROM SEE TABLE A A� � . ^ N _ IS -O' • 2k6'�x032" 7'"3' 9'"0' 17 20 2 2 - - 4 3 3 2 4'-8' S'-5 22 25 2 2 - - 4 3 3. 2 •" u EDGE OF SLAB. u• 14-0' 2'.xG'zkO32' 6'-10' 8-9". - 18 20 3 2 - - 5 3.1'3 1 2 4'-4-118'-3- 23 2G 3 2 - - 51 3. 3 2 p OPEN. LATTICE -TYPE PATIO COVER -' J 15'-0" __FG 2"x6'e"x04p' 6'- 5" 8' 6` I B 20 3 2 - - 5 3 3 2 .4'- It 17=8' 23 -2G 3 2 - - 513 3 2 11 II PROJECTION ._I_ SCALE: • TO-.- 2 64 40 6- II' 8'-3' 18 21 3 2 - - 5 •3 3 2 3'-10' 17=3" 23 26 3 2• - - 5 3 3 2 8 8 - , l ./y 24' MAX. - - - - �-! OVERHANG ' 13 LATTICE 8'-0' 2kG�x024" 7 IG 18- 2 2 - - 312 - - 4'-G" I8'-9" • 20 23 2 2 - - 3 2 - 8 $ - sHr.n I ui 9'-0 2kG�k024" G'-8" B'-8" 16 18 2 2 - - 3 2 - - 4' 2' 18=0" 20 23 2 2 _ - - 3 2 - 11 I - O: 10- Zx GVx032' G'-2" 8'-4" 16 18 2 2 - - 4 2 - - 3'-10' 1714" 20 23 2 2 - - 4, 2 ( O M II p 2k61Zx032 5'-9 8'-O' IG 18 2 2 - - 4 3 3 •2 S-7 IG' -8' 20 23 2 2 - - 4 3 3 2 RAFTER I 12'-0' 2'x 6YxO32' 5'- 4' 7'-9' IG 19 2 2 - - .4 3 3 2 3-4" 16'- I' 21 24 2 2 - - 4 3 3 2 u 1, BEAM /HEADER ( J 13-0' 2 xGVx04O/ 5'-O" ' 7'- 6' 17 1 9 2 2 - - 4 3 3 2 3L 1 " 15-V 21 24 2 2 - - 4 3 3 2 MAX. POST HEIGHT 14 0' 2°Z 'x.040' 4 8" T-3' 17 1 9 3 2 '� -S 3 3 2 2 1I' 15=1' 21 24 3 2-- 5 3 3 '2 8 8 21 ' ' EXISTING SHL II POST W/SIDEPLATES I . RESIDENCE 3"SO.X.O(24•AT SLAB b ' ' « 3"SQX.040R FOOTING, FOR SDE PLATES, SEE 2' 3(-;,-1 /2" RAFTER - • Posr TYPES, a DETAIL THICKNESS 81 SPACING TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C - Q.sHTu. PROJECTION 18"O.C. 20"O.C. 22, O.C. RAFTERTO BEAM CONNECTION BEAM TO POST CONNECTION ,. sHrn 3o- 34•THICK.CONC.SLAB,OPTIONAL 8'-0 .024' .024" 024" S - w J _ WI NDSPEED =70MPH WIND SPEED 90 a WIND SPEED=70 MPH WIND SPEED =90 MPF. 1 'Tih9'-p 10' 0' .024' .024' 024' 024' A24" 024.'0 TO RAFTER TO BEAM RAFTER' TO BEAM of ON SLAB ON FTG. ON SLAB ON FTG. ' - 18 22 �241L ' 11=0' I .024' ;024' .024 a (2" 10 SM.S. 121-M 10 SMS (2)-510 SMS. (2)- 5 10 SM EA LEG EA.LEG EA. LEG EA. LEG 21 a -TOTAL) Q a-J� •�` ' • SHT.II NOTE: In I2=O' .024' .024' •032" 11 (4 ( 4 -TOTAL) (4 -TOTAL) (4 -TOTAL) • POSTS MAY BE *ATTACHED , 13 0 .032' .032' A32" (2) -0 10 SMS. (4)-Z 10 Sx (2)-#10 SKS (al -Z10 SMS ' • - TO CONC. SLAB SAFETY STAKE, ASE0 EARTH O N 14-0' d .032' .032 .032' IS EA SDE OF EA. SIDE OF R�ETOTA a�TOE'TRAL . _ ANCHOR, OR CONC. FOOTING. ' 15-0 032' 032 A4O ° .51(7 a I - ) ` - . POST 'BASE CONNECTION CROSS SECTION 16=0' 032' 040' 040' =JPO'" - POSTS TYPES WIND SPEED -70 MP. WIND.SPE:ED=90MP.H. WIND SPEED -70 MPH. ND SPEED- MPH. .: ' SCALE: . - - 0.3•SQ.PW1(8)-)-2'xMS N SLAB ON FTG. ON SLAB ONFTG. ON SLAB ON FTG. ON SLAB ON FTG. . _ .. x .Oza• w/ t e)-0 a sMs. .. 2)-OTOSLS (2)-s12SM.S (21-412SALS 2)-014 SMS 1-a1O-SUS ' 23•012 SM5. -5 3' SQ. POST r(2) - 2'x 6 1/2° X.032• WI(BHI4 B•O' •024' .024". . •024. O OR TEKS OR TEKS OR TM OR TEKS EA.SIDE OF EA:SIDE EA.SI(4-T EA. SIDE OF 1] OR TEKS-EA. SIDED POST. OR TENS. EACH SIDE OF POST. AF•�t ' GENERAL NOTE AND SPECIFICATIONS: SMS •SQ POST 9'•0' '1 23 POST(4•TOC POST(4 •TOT.) POST 14-TOL) POSTE (4aOT.1 7 E b t 4•TDT 1 E 14 TOT.1 . ' • ,. BA1111111uilding assign sees ser•..•• ars oar en• latest .mush er tee• un for• , BuildingCo- end the ,ver aditi. er the Alualnue Co..eru o u•I• n •Allc•tn•t• +(2) 2•x61/2' \- 024 WI(12)-•14 SMS. - 3'SI POSTt(2)-VIE G1/2• LL N 10-0' .02411 .024' .024' ..024"' .024 .032" e E ,'U -12"0X6••- � ^ U-3/8'A'X 0-3A3WX2 0-3/8°a X24 EMBED. M•CHOR O �2&EMBED• MBFD EMBEQA BOLT W12 X3 Ia 3/8'/ A.B GALV. W1fSb. XW'STL.C�LV• e GALV. AE. GALV. WI I'SQ - - 2. •tush.. alto.• may be •.b•tte.t.d for tbe•• .neon, prorld• X,032' WI S.M.S. d I1 -O' 032' r 5HT11 ANCHOR BOLT BOLT X3A6 STL.ja4L WASHER R.T. X V45TL.GALV. / • teen ere nv1 •Ives .itn the Ala.lnu. At .IAn Mw sou•1 or gt••t•r V roldeg and uleleet• •uenven.. .032' .032 '. WASHER PLT SHT. 11 WASHER PLT. - '7bIFffir 2. All concrete anal her. a .ln1.u. 2e der ce.pr.o.lr. str•nath or 2.D00 p. e. t. eenene• •lee .hall Mr. 1i• •L,tau, thickness and an.lI be In Norz: O pt 12- O' 032 ' .032 " .032 (2)-010 SAILS. SMS 12 SMS 5115 . •' • .. Coos condltlon. All fooeln0• beer firm, oQST rrp[s M ... fP AR[ usE TOR slE9 CO TION. s, TYPES t'e] p 13'-0' 032" .032 n. .040' OR OR TEKS. OR TEKS OR 7E)C5 OR TEKS. OR TEKS OR EA. SCE OF EA. SIDE EA.$IDE Oi CA. SIDE OF 1/p1 - .hat n natural w-atnurb•d sou or •,tlfl.d fill. Design vertical soil bear LAg Pressure 1.000 D. S.f. ., uu 111.1 ...b.,. .hall e. ..t -cal, o•l..nu.d A, .l.ct,.pl.l.d and AYD ARC USED TOR TOOTING CaNOT N. J 14'-O"• p .040 .040 II -.040 b• OF POST TOO w$T(4-TDT) POST (4-1071 R75T (4 -TOT.) - . ,s. to A.S.,.R, A-eee. cod. c. i E E 3g�'�C e: Aenfor. lu•tnu. helve.. •hall e• 202.-T4, All Pthe, fastener. .hall be �`'• - O -'J 24 �Ea ?J-14'%2' .(L --g'%24' 121-�I x212' 2)!1'X212" EMBEUD MIC EMBED• p ° - gal.anl.ed steel or e.delu• staled. Au bolts shall confo,. to A.S.T.R. A-307 end he.• at..do.d cut plate ,share. Holo. for bolt. shall b• bou stent•. plus ,/,5• q.Iw.. ,. , - SHT.Ii 82� EMBED.ANC BD .1'SQ.x BOLT W/1•50.W BOLT W/Y-LT BOLT WII'SQ.W/ y�STI, GALV. V4"STL. GALV. V4 TLGALV. 1/4'S)L.GALV. ,o • 7. C•D 41.. bolt. shall b. Hlltl K.lk Bette NO II carbon areal o equal oar I.C.e.O. [.R. Yo. 4527. All bolts oha11 Mr• • •iniou. coneeet• 2 _ PU. PLT LER RT. WASHER PLT. PLT- .- 0. -go distance of 5 bolt dlseetee.. [.co. Inetelletlon *hall bear en Id•ntifring too glrino the n1.a seed • - sees. P'FD PHL, r�: x,11. [N6,,t ;,,,..::••L•/f • v. a "AN of the ..nufact. te...dee 1pn 1w0a end enc loeebllltT. A41.Ire.1 Pertaining to each" PArtleul.r lnalallatlon atoll b• eltel•a. lee., project. peat •Declog• Ieetln0 datall, ate. s - S .'• - . TABLE FOOTNOTL S: TT--'DO$T-tt[F-AT ON CO ATE SLAB, SAFET7 STARE OR ABES[0 ANCHOR.. (ILB4, J1 [..l 2. POST TYPES 1 ANO 7 RAT BE USC" A ONCRC•• SLAB 9AfCTY'' Z $ `S 1 - t'f0. • OD•n ,lett lc• patio carer eN 11 not be .nclpa.d •lth .o.7 lrpe of wild •.htlal. end the a.elpn lead. here nlr been .ppllea to the Mttontel . P. • • r STARE OR ABEaCO AM[HQrI. POST TiPC3 121 AND (l AT FOOTINGS. SCC POSOF& SCHEDULE•, H15 S SHALL B['USCO T.• Ir 1 M/ _ pre Ject.d'.i•. of the lattice, taft.ra, bas••. etc. per I.C.e.O. 3. TOTAL IT as F, YBRBER OF 0 SNCET CTRL S[REYS PER DOST TO SEAR COYNCCT ION FOR OC TAILS 7 AND it s f'• CF'OH /r ~1iS •.I , .. •�f �•.J.; . �1,.• for all d.t.11 references. ••e 7Met II of 12 - •. - ---. - .., • L , tC.BO. E.S. ..• s 12 s2 FOX ENGINEERING .Pr,en Awu . poi No... ATT ALUM PAWO COVER LATTICE A. nRTVALUATION NO. .NOTED � . FOX. STRUCTURAL ENGINEER PATIO DOVER W/24' MAX. 0+1 L.L.•10.20 & 30 PSE. �JAIN (`M)REPORT Qr f 5038 0020' T1uoAAPH AD. DOWAAr. CALIFORNIA' 90240 VALLEY ALUAVNUM - WIND SPEED • 7O 8 9D MP W. LINCOLN ST COMPANY - fe02127e-e22a. wm I OF 12 ATTACHED LATTICE PATIO COVE IQ'_ 0 MAXIMUM POST SPACING 8. PROJECTION TO POST CONNECTK NO. OF SCREWS 2"x6112'X024 12 12 1314 1 2 3 4 INCLUDES RAFTER 3" X 8" X .0 42" B 24 MAXIMUM SIZE POST FOOTING MINIMI 240.0. SPACING SIZE POSTT OVERHANG TABLE A FOOTING SIZE WIND = 19 / 23 PS.F IQ'_ 0 VX6119XJD24 / HEADER MBER OF POSTS FRPOSTTYPE.112. 3' X 8' X .042'+ CHANNEL INSERT BEAM HEADER POST FOOTING MINIMUM NUMBER OF POSTS SPACING SIZE POST TYPE IDoPOSTTYPE JIPOW TO POST CONNECTK NO. OF SCREWS 2"x6112'X024 12 12 1314 1 2 3 4 I00MPH. 110M.P.H 2 7 4 4 2 x 6112 X.032 13,_ p" 2"x612•x.032 2 8 4 4 3 5'-9" 23'-1" 33 33 14'- 0' 2'x G112'X 032 m 5'-5' 22'-3" 33 33 7 8- 4 3 2'XGU2'X04C I G'- 0" 2'XGu2'x.040 O 8/ 17 i 17 17'- 0' 2'X GI/7XA4C 18'-9" 32 I '- p' 3x85(.042' ` J 3 191- 0" 3'x S'X .042" 20'- 0" 3 x 8' x.042' 9'- 0' 10' - 0' U) 0" O 0. N 13' - 0" 14'- 0' 5'-I' 1 9'-4-1 25 1 25 4' 9' 9'-I" 2G I 26 4'-G' 1 8'-10'1 26 1 26 2 x 6112 x024 T-2 2 x6112 x.024. IG' -C 2 XG12x.024 2 x 6112 x.024 2x6U2 x.032 5'-c 2 x 6112 x032 5'- I 2 x6112 x.032 4'- c 2 x612 x.040 4'-G 2 x612 x.040 1 4' K-I"I 26 I 2G 7'- 11' 27 27 7-9" 27 27 24 1 24 ( WIND SPEED = 100 8t 110 M. PH. ) TABLE A FOOTING SIZE WIND = 19 / 23 PS.F UPLIFT 15/23 P.S. F. BEAM HEADER / HEADER MBER OF POSTS FRPOSTTYPE.112. 3' X 8' X .042'+ CHANNEL INSERT BEAM HEADER POST FOOTING MINIMUM NUMBER OF POSTS SPACING SIZE POST TYPE IDoPOSTTYPE JIPOW TO POST CONNECTK NO. OF SCREWS 4 I 12 3 4 ONSLAB I Foam IOOMPHI10MPH 12 12 1314 1 2 3 4 I00MPH. 110M.P.H 2 7 4 4 2 G'-3" 23'-11' 32 32 7- 4 2 G%43 / / 12 2 8 4 4 3 5'-9" 23'-1" 33 33 G 8- 4 3 / 8/ 2 8 4 4 3 5'-5' 22'-3" 33 33 7 8- 4 3 8/ 12 8/ 3 9 5 5 3 5' I" 21'-7' 33 33 7 9- 5 3 8/ 17 i 17 4'-G' 120`4"1 34 35 35 35 35 35 35 35 35 30 -4" 25 1 25 7 14 13 1 2 1 S. 4 14 13 1 5=5" 19=5" 32 32 17 1 -14 21 8- 14 1 3 O' 25 25 7 4 4 3 9 5 5 3 5-I 18'-9" 32 32 7- 4 3 1 9- 15 13 -9' 25 25 6 4 4 3 9 5 5 3 4'9' I8'3" 32 32 8- 4 3 - 910 5 3 G. 2G 2G 8 4 4 3 IO 5 5 3 4'-6' 17-'8" 32 32 8 - 4 3 - 5 - 3' 2G 2G 9 5 5 3 10 G 5 3 4'- 3' 17' 3" 3 3 3 3 9- 5 31101 23 - 5- 8 / 12 8 2 XG1/2 x.024 / _ 9' 0' 22 1 22 - 8/- 13 8 / 8 8 / -13/ - 12 1 7'-3' 18'-5'1 8 / 8 / 1 8 / 12 8 / I 8 / 12 8 /ip /I p 8/ I /Ip 8/ 8 8/ 8 8.- p' 2 XG1/2 x.024 73'1 9' 0' 22 1 22 5 13 13 1 2 6 1 313 _J r p 12 1 7'-3' 18'-5'1 28 28 1 51 3 3 1 2 1 6 13 13 216 8 8/ 8 ON SLAB 9'- 0" 2XGU2X.024 G'8" 8'-8 23 23 6 13 3 2 714 1 4 2 G'-8' 18'-0' 29 29 6 3 31 21 7 4 4 2 21 O �j 10'- 0' 2XG12X.032 G'-2" 8'-4' 23 23 6 1 3 3 2 714 1 4 2 G'-2" if-Zr 29 29 6 3 31 21 7 4 4 2 18/ / CL I I' - 0' 2XGI/2 X.032 5'-9' 8'- 0' 23 23 6 4 3 2 8 1 4 4 3 5,-9g 16'-8" 29 29 6 4 31 218 4 4 3 18/R 8/ p 12'-0" zx61/2xo32 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/ 8/ f`i 13'- 0" 2xG12xo4o 5'-0' 7'-G" 24 24 7 4 4 3 9 5 5 3 5'-0" I5'-7" 30 30 7- 4 3 9- 5 3 8/ / 12 J 14'- 0" 2 XG12 X040 4'-9 7' 3' 24 24 8 4 4 3 9 5 5 3 4'-8` 15' Is 30 30 8- 4 13 1 9- 5 3 18/p 8/ 12 J LCRO, ES EVALUATION REPORT NO. 5038 __ 10.15.132 �+ , c rt�o le _ 21 THICKNESS x G 1/2' 8 3 x 8 RAFTER 81 SPACING TABLE B ALUMA--LATTICE PATIO COVER res Ass 9Y1 VALLEY ALUMINUM COMPANY 3602 W. LINCOLN ST. (602)21.8-6224 FASTENER / ANCHOR BOLT CONNECTION TABLE C PROJECTION 18"O.C. 20' 0. C. 22'O.C. _J r p RAFTER TO BEAM CONNECTION _J BEAM TO POST CONNECTION IJ: 8' 0" 024" 024" 024' WIND SPEED=IOOMP.HWIND SPEED=IIOMPH. uj WIND SPEED ° 100 MPH. WIND SPEED •IIOMPR 9'_10" •024" .024 .0,3 " TO RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB N FTG. 10'- 0" 024" 024" 032" (1) !Z 11'- 0" .032" 032' •032" 14 SHT. 11 (2)•i10 SPAS EA. LEG 1 4 -TOTAL 1 (2)RH 11 S.M.S. W/I V2'X U9' W\9HER RI EA. LEG. l4•TOTALI 121-MI0 S.M.S. EACH LEG (4 -TOTAL) (2) -0 14 S*Ls. Wil V2°X118' A5HER RT EA LEG. 14 -TOTAL 12'- 0" .032" .032' .032" ® ❑2 ® .. 13 0' 032" 032" 040" 15 SHT 11 O cV A J J (2) -ib SMS. EA OF RAFTER ( 4 TOTAL) 141-N 12 SMS. w1 IIS' X YSD WASHER, EA. 1zt-46 1a SOLS. EA. SDE OF RAFTER (4 -TOTAL) (4)-i 12 SM. w/ 1q•x 1•SD. WASHER, EA. 21 O w/ INSER�SEE FOOTNDTE 445 O II SERI S0E' INSERT 415 oiE,s .` .% 42. 14-01 .032' .040' .C40" 15'-0' •040" .040 .p40" POST C 16' 0' 040" 040 042" WIND SPEED IOOMPH. WIND SPEED TIO M.P. WINDSPEED IOOMP WIND SPEED IIOMP. H. w A�TTEE IPOST•'iTDE!"Ijj RIE T3I LRE US[0 > i+q.,i��� I�ppI COEIiTION. ,T�ly ;T70E6.1i� 'toiDITIO'i 4RE USED FOR FCOTINE: POST TYPES ism EENERAL MDTES RNP l.P11111111 IONS: n,e 3'SQ.POSTr(2)- 2'x.Gl/2' +• Alu•lnu• design ane ser.•••• are p•[ the latest •Oldish or the Pnlfar. •jp1 auudln9 code ane in. Teel ..talon er en. Aw.In.. comeuctten X.024'WI(8)-# 14 SMS. _• ....rn••e. alu.inw ellen ••r v aubaeteue•d for thee• •ne.n, oro.leae •r. r . 1. 3' SQ• POST* (2) - 2' xYP 1/2' the, registered itn the AI..Inu. A••..l•tlen end n•.• ...•I a X.032' WI(8) 1► 4•.SM$. gr••e•t riele see uleisee: .crseaen.. t I 3. All cencrate shall n•"• • .lnlw, xa der coal, .l...tr.ngtn'er 2.000 p.•.1.. Concrau •1•e shall neve ei• .1n1w• tsM.'=. and ••hall be In t"°recsr,. _t © 3' SQ POST r (2) 2 `X �O 1i2' good conettion. en or . 4. All /eating• •hall bar %1 ta, natural n-d/etuib•d *oil X 024 W/(12)-�14 SAAS: c•reul.d rill. 0•.fan .•ruwt aotl bearing •. o or..wr.'• +.060 P.S.F.v.s.F. S. All -steel -abets shell be not -bio oalse Il d or electroplated and ®.3�SQ POST+(2)-2'X6 172' cooter. to A.S.i.R. A-44fi, EeaO• C. • e. Alu.lw. r••tsear. anal be 2024-T&." All. ether r•et•sera shall be "X •032. WI (I2)=MI4 5.615. 0.1...J..d .asst or c•d•1N• placed. All bolt. .hall confer. to A. S.T.R. A. ane owe etanord cut p!a4 ":••here. Not•• roe belt• shall be batt dla.atar Dlua 1/16• ualwe. 7. E.panalon bolt• .hall be HIM K.IM Belt• RB II carbon •teal o ew•1 per I.C.0.0. E.R..e. 4627. All belt• •Mil hw• • •lnlwa adnate.• P ne IME/ edge el ttanc• er a bole dla•ab 1. r bt S. Each Ina tel Ltlon h•11 beer an Identifying tag 01.1.9 the haat ane yy`+;�' •• PSF, I6' MAX. PHDJE ION• seen•• or en• .anvhcwrer• de•ton ideas .na •nele••blller. / 14MCSM MAX. PROJECTION; 4 F� o. all Ito. p•rt•lnlno co ocn o•rttcut•r In•c•ll•elon ensu e• dretee• �; r� WI121- 5/8'OM•&CN i.e.. orol•ct, oast •oscine. re"elnv a•e•it. sec. an, tiD• or •oils 10. Poen lattice -•tie ..r •hall not be •ncl... d .Ito ,,,a •, "st•rtal, ane dna di•Ign load. n•.r"nlr been applied to the nornnt•i II FOR POST BASE CONN. prel•eead •r•a orthe lattice, r. Cars. base.. etc. oar t. c.e.0. is •. ••.:• y. erteee ta. ND 1e7\d0� n. For •Il aet•11 tartan..., sea snot II or 12 ON SLAB ON FTG 2 ON SLAB ON FTG. 2 ON SLAB ON FTG. ON SLAB ON FTG. O(2)-i SHT. II pSOLS OR TENS. EA. SIDE OF POST(4-TOT. g I)-31g'D X 2UTEMBED. ANCHOR BOLT W.13'X 114• 12)-M12 SM. EA. SIDE OF POST (4 -TOT.) g 1)-316°0 X 2V2'EMBE0. ANCHOR BOLT WI 3'X'U4' 17 18 SHT II (2)-012 SM OR TEKS• EA. SIDE OF POST f4 -TOTAL) a 3/8'/ A.B. GALV Wll'SQ xU4•STLGALV WASHER R7. 121-N 12 OR TEKS. EA. SIDE OF (4 -TOTAL) % 3/B•F A g� GALV.WIYSO. D4 STLGALV WASHER RJ LL_ U��){ `TJ Q: P) M • J J 8'- 0' .024- .024' .032" 9'- 0' •032" .032" .032" lO'- O' •032" •032" •032' 0' 032 .032 4)40" 12- p• •0� .040' .040` nQ *r E ® SHC II 21-Y 14 S.AlS. SIDS OF 0A (4 -TOTAL) g (2)-518 •x. EMBED.A BOLT WI 114 STL. GALV. WASHER PLL 12)- 4614 5.MS OR TE KS EA. SI E qn g (2) -5/S -X 4 EMBE0.ANCJdi BOLT WI 114 STL. GALV. WASHER HLT. 6 O SIT. 11 L • 2) 58 M.B'4 2f3g0 X B' CON3fUS D A.B. e 2)-518'i MB 21-314.0x8 coNc. EMBED A.B. p L.L.•20 30 2)-12"0 M.B. 2) -WOO A.B.6 13' 0' 040" 040' 040' A t • 14'-0' .040 .042 .042 L.V �0 3�0 � (21-V2' M 121-3140X8 CONC EMBED. A.Q TABLE FOOTNOTES: T_ _-U5 2. DOST STAKE AT i00T 3. TOTAL CONNECTION RAYS N.. c.Mj TE SLAB, SAFETY STAKE OR ABESCO ANCHOR-. irDES Itl AND131 RAr BE USED R�,OxCREi SL 11B, SAFETr OR AB a 0 ANC DOST TYPES I2.1 Ax0 SHALL BE US LNGS. SEE DOST�TYDE SCHEDULE, NIS S T.. NININUN NURSER OF �O SHEET�tE TpI SCREWS PER POST TO BEAN FOR OE TA IL5 2 I. Zt 4. FCR XB'X .040'BEAM W/I USE 41FOR L.L. 10 USE 4 FOR L.L.•20 P.SE 2 FUR LL�.,p P.S.F, L.L.• RS.F. 14 MAX. ' CT10N5 NO DETAIL TO BEAM HEADER 4 POST. S.FUR SX 8' 40'BEAM W1 INSERT USE pETAILoG SHEET B DETAIL Q-2), SHEET 11 FOR POST / BEAM HEADER CONN. It' LCRO, ES EVALUATION REPORT NO. 5038 __ 10.15.132 w FOX ENGINEERING F.N Q E JAMES M. ROX, STRUCTURAL ENGINEER 4040 TNLNNNAFN NO. DOWNEY. CALIFORNIA 00740 CED,LATTICE -TYPE fPRATn10'OOVER W124"MAX. O.H. L.•10, 20 S 30 P. SF. ND SPEED- IOOa TIO MPH. ALUMA--LATTICE PATIO COVER res Ass 9Y1 VALLEY ALUMINUM COMPANY 3602 W. LINCOLN ST. (602)21.8-6224 ,d..as2 -nzeT 2 sec 12 NM4lT _ NOTE -_Kx. It' r4' 0. - P�:TQ OF V p Ste' NOTE: en roar.% .er6111H 2=G'OF POSTS SMALL BE OF POST SHALL BE SET BACK A MINIMUM OF 4' FRDM EDGE OF SLAB PRO 13ATTICE SHT. I 14 1., RAFTER EXIST. RESIDENCE # TAeCEiOOT�OTis: l:' CONCRETE, SLAB (EXISTING OR BEY) COMPLETELY SURROUNDS NEW FDOT,-'pMG. z. CONCRETE. SLAB DOES NOT ESIST 1180 11(1 SLAB .ILL BE COMSYRUCTEO,'AS PART OFTHIS INSTALLATION. 3. 0051 S12E (1) 3. 59. A .DB2• (z 3• so. X .De3• f�a• so. r n'S• r so. r .te• 8'-7" 6 II' -O" MAX. POST HEIGHT l7 � K0 P NOTE: THIS OPEN LATTICE-11OE STRUCTU.0 MAY NOT BE ENCLOSED. OPEN LATTICE TYPE PATIO COVER SHT.II 3 V2 'THICK CONC. SLAB, OPTIONAL i ISL;► CROSS-SECTION GENERAL MOTES AND 5PECIr ICATIONSs 1. *Alu.ln..eeAlpn ane ........ •"• par the latest edition of the Unlrorh epn., "ON ane the ,eaz .muo. of the AlY.ib.. C,.stroctlo, ..t. z. hit .... is 1,.In.. •uIth hY A 1 Lb Atae f1r enele hale equina,, tM, are eeplal,re0 .lin the Alu.lrw, Alaoc l,tlen ane nee. .Dual or or•,ear Tlale and .11 that, str•,oth,. 3. All aete Shall he.. a .1n1- 2e ear .-Oro,le. t. -Or of 2.0013 A.•.1'r0n 11te Also Snell hale 3J- aL,Iw thick-, ane shall be 1, peon eenelttoh. A. All feotlnpe Mall bear Ph fire, natural un-elsturb•d 1111 0 S. w•rtlrl.e fill. D•Slpn Wrtic•l loll b.., 1np pree•ur• • 1,000 P.S.F.r .tall ee1r1 .hall b• ho'd P p•l.•hleed o, .t•etropl•t.d .,e e: �,sora eo A.,.,. A. A -eel. Gree• e. l..In- fasten•,. .nett b . 202•-14. All other faet.hats '.hell be gal...i"d *test or c,Eale plated. All belts .hall tenfora t1 A. S.1. M. A-3oT Ane hale .,.hear. epi pl.e. eeen•re. Hole• for Bolt• hall b. boll m.ear pl". l/,e• .A.I _. 7. E1p,nelon bel to Shall be Milli K.lh.Boll• NB I1 a bm steel or e1.,1 par I. C.B.O. "1"'. 4027. All bolts *hall he,, • eInla,N cbncr•t• edp• et*t•nc• or a bolt dl ... rare . e. E•cn tnawlau n •hall be., an ld.ntvrino tago1.1.9 the nae .hd eddr... of the N•n.r•ct. ,.•ton leads •.d .c l ... bu1t,. p. All lsee. pert•1n1.0 to .•ch p.,ticula, ln.t.li.uen •hall b. clrct•e. 1. e., preJset, Deet Sp•c lnp. P hot e•t•I1. ate. ,0. Doha lett lt. T". co..r shell n1e b• •net;.ad With MY tYe 1r .dud et•rt•l, ane the dellph load. n... On1Y bo, *"It.. to the I'd p,ollet•d •r•• of the lattice, farts.. bee., at.. per I.C.B.O. r ,lisle. tl, for 11 detail r•t....c... .ee Sh..l It of 12 1 /HEADER r 8 ATTACHED LATTICE PA110 COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 70 & 00 M.PH. ) TABLE A FASTENER CONNECTION TABLE WIND SPEED = 90 MPH. Q RAFTER TO [SEAM CONNECTION LIVE- DAD -2D MAXIMUM POSTSPACING 8 FOOTING SIZE,WIND = b/1.5,UPLIFT=10/15 -70 M.P.H.. o 21, 0 a w . 3' X 8' X .042' BEAM / HEADER WITH CHANNEL INSERT TO RAFTER � .o(" TO BEAM �J a 0 FOOTING SIZE L1J a p )E otz cr a �a F.0 �U)- MAXIMUM POS HEIGHT & SIZE _ 0. a �Q Jg N l4 -TOTAL.* �C � c> �Ra a MAXIMUM POST HEIGHT ='8' 7 MAXIMUM POST HEIGHT = II' -Do ,sw z (4•TOTAL) U z ¢ xx g WIND = 70 M.P.H. WIND 90 MPH WIND = 70 MPH WIND = 90 MPH. z w �0 (4)-S to SPAS. (21-# 10 SMS. EACH SIDE OF RAFTER. Of (A. I p SM.S. EA. SIDE OF RAFTER (4 *k 12 SMS 1(,-IIN z'-8'snxle'(') I8'0XL%4'(1)7Z$nxIS-II1 16'Pxz-G. zarsnxle IB'•xz•B•' S-r5O.xl9 18-X2.40•' NO SLAB W, SLAB I No _SLAB W! SLAB ND. SLAB Wl SLAB ND. SLAB W/ SLAB m 21=2" 17=8' 3'X 8'X.030' 12-8° 5'-0" IV -II' 2'-2 nxIBf3118-Fx2' 11126"snxtB 18.x2' '(I)2-4'soil' 1 18"`x2'21I'12'-8•snxIB11 x2'6) -X 8 X.042' 17'-9 y 2 21=2" 3 X X.036` . 15'-2" 6-O' 15'-G' 2''4'snxlB(I 18" x2' 28'saxLB11 185 2 4' 1 2'-G§oacleO 18' xZT(I12-10'soxIS(I x2' SEE BEAM N 24-9" 3'X 9X.042' 17'-9' 7'- 0" 12' 5' 2'-5"saxlBII 18" x2=2'r1 2-'9'SQx 189,x2'�OK!) 2' 8'SOxle 18"x24'(1 3' Osnx181 Ig x2=8°(' TO POST J 3 CONNECTION J TABLE 14'-8' 3' X IT X .030' 10'- G" 4' - 211. 15'=G" 2- I -X ig (' I -OXTIC Y) 2' 4 sox lif(I 2'-2" 2' 2 sn x 1B 18' x 2' (') m (1 u1 2'-6sox18.' 18'pk2'4' BELOW. a 17-7' 3'X8°X .036" 12'-7° 5'-0' 14'-2 2'2saxlt�(' 18'Rx 2' (' 2'65.x1,'(' 'z2-2'('l2'45nx10' I x2'2"1112.85nxle'18pxci4 01 n' 20'-7' 3 X8'X .042' 14-9" 2'4Saxls' 18"x 2' (') '-8 x1Bt118'Ox2-4'(')2'Gsoxle' 18'"x2'2'(')-IOsnx1B")18 2'6" 90ST*TYPE1 Til ANO O ARE USED TOR CO TION. S7:TYPES a Co AI USED EOR FOOTING:. CONDI A. POST TYPES 4 3'SQ. POST + (2) - 2'X G -IPL' X .024' W 1(8 )-4i 14 SMS.:' ®' 3' S0.• POST+ (2) - 2' x G 1/2' x.032' W/(81•+14•SUS• © $'SQ POST+ (2) 2,X'G:I/2' X O 24' W/ (12)-& 14 S.MS: ® 3750 P05T+(2)- 2'X G 1%2' X .032' W1 (12)=014. SA15: J_ W. WIND SPEED = 70 MPH. 0 LIVE LOAD - 20 LIVE LOAD - 30 l! 0 U WIND SPEED - 110 MPH TO RAFTER TO 121-H 12 SMS. EA. LEG (2)-4r12 SMS EA LEG A 4 -TOTAL) 0/11 U2'X 3'X 114'10ASH lT I 4 -TOTAL 1 (2)-7A 12 SM.S. ('4)- M 12 S.M.S. EA. SIDE OF RAFTER (4 - TOTAL) BEAM TO POST CONNECTION FASTENER CONNECTION TABLE WIND SPEED = 90 MPH. Q RAFTER TO [SEAM CONNECTION LIVE- DAD -2D h' w WIND SPEED -70 M.P.H.. WIND SPEED -90 M.PH. WIND SPEED - 100 M.P. o TO RAFTER TO BEAM TO RAFTER 10 BEAM TO RAFTER TO BEAM (2) 540 MS. TO BEAM l 2) 314'0 M B TO POST 4 t".4 IU S.M.S. EACH LEG I2 )-+U 6 A.S.W11112N UB' 121-410 SFAS EA. LEG 121-6 12 SACS W11112N 1 121-(112 5 121-tF 12 S.MSEP a N �� (4 -TOTAL 1 WASH, R7EA. LEG ( 4 -TOTAL) DASHER PLT. EA. LEG. l4 -TOTAL.* W1 IIrX 3"X 114'0 Z) � a MAXIMUM POST HEIGHT. 8'-7' MAXIMUM POST HEIGHT- 1 1=0' 5 U (4•TOTAL) 14 -TOTAL) ( 4 -TOTAL ) IS ( 21•u 10. S.M.S. EACH SI DE OF RAFTER (4)-S to SPAS. (21-# 10 SMS. EACH SIDE OF RAFTER. (4)-p 12 SMS (A. I p SM.S. EA. SIDE OF RAFTER (4 *k 12 SMS 1(,-IIN z'-8'snxle'(') I8'0XL%4'(1)7Z$nxIS-II1 16'Pxz-G. zarsnxle IB'•xz•B•' S-r5O.xl9 18-X2.40•' (4 -TOTAL) 21=2" (4 -TOTAL 1 EA. SIDE OF RAFTER 15'-G" 2.10511x18"eel IB•e XZ -7 3'-o'Snxe'(2)IB'ax2=e' (13r`soxle'12l Is•x 2-a'( 3'-3`soxe"(3) 3!- or N SHT.I I -X 8 X.042' 17'-9 7'-O•- - 12'-5' S-O'S4 x18(21 18'v x 2'9' (2 3\250.x6' (21 Ige x 2tp' ( 3'- x IB'121 It�'Ax 3-0• I 1 3'•5'54.x18' I�p x 3'-2• (4 - TOTAL ) 1 4 -TOTAL ) 90ST*TYPE1 Til ANO O ARE USED TOR CO TION. S7:TYPES a Co AI USED EOR FOOTING:. CONDI A. POST TYPES 4 3'SQ. POST + (2) - 2'X G -IPL' X .024' W 1(8 )-4i 14 SMS.:' ®' 3' S0.• POST+ (2) - 2' x G 1/2' x.032' W/(81•+14•SUS• © $'SQ POST+ (2) 2,X'G:I/2' X O 24' W/ (12)-& 14 S.MS: ® 3750 P05T+(2)- 2'X G 1%2' X .032' W1 (12)=014. SA15: J_ W. WIND SPEED = 70 MPH. 0 LIVE LOAD - 20 LIVE LOAD - 30 l! 0 U WIND SPEED - 110 MPH TO RAFTER TO 121-H 12 SMS. EA. LEG (2)-4r12 SMS EA LEG A 4 -TOTAL) 0/11 U2'X 3'X 114'10ASH lT I 4 -TOTAL 1 (2)-7A 12 SM.S. ('4)- M 12 S.M.S. EA. SIDE OF RAFTER (4 - TOTAL) BEAM TO POST CONNECTION WIND SPEED = 90 MPH. WIND SPEED- 100 M.P. H. WIND SPEED -110 MPH. LIVE- DAD -2D LIVE LOAD - 30. LIVE LDAD= 20 LIVE LOAD=30 LIVE..LOAD -20 LIVE LOAD =30 SPEED = 100 & 110'M.Pfi. ) o FOOTNOTES ABOVE., MAXIMUM POST SPACING B. FOOTING SIZE, WIND - 13/P3 PS.F UPLIFT - 30`PSF 130 3" X 8" X ,042' BEAM, / HEADER WITH CHANNEL INSERT (2)-518'A(M.B.TOBM 1 2)-39VMB. TO POST - (2) 540 MS. TO BEAM l 2) 314'0 M B TO POST STEEL POST. a --7.22.92 1015 Kx. CIIANGED9470 2 TO 3 FOX ENGINEERING m "� P" "'"'°' E JAMES M. FOX. STRUCTURAL ENGINEER 0060. TELIONAPH AND. DOWNEY, CALIPOMMIA 00240 • FOR SIZES OF3SQ. POSTS SEE TABU ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 & 110'M.Pfi. ) o FOOTNOTES ABOVE., MAXIMUM POST SPACING B. FOOTING SIZE, WIND - 13/P3 PS.F UPLIFT - 30`PSF 130 3" X 8" X ,042' BEAM, / HEADER WITH CHANNEL INSERT 0 j cx w �- w L>cz ��-, FN Fo FOOTING SIZE a N �� �w ? MAXIMUM POST HEIGHT 8 SIZE a w �a 19 Z) � a MAXIMUM POST HEIGHT. 8'-7' MAXIMUM POST HEIGHT- 1 1=0' U x g� WIND Y IOOM.PH WIND - 110 MPH. WIND 100 M.PH. WIND- 110 M.PH. v17'8' 2 NO SLAB 2 W/ SLAB I NO SLAB W/ SLAB I NO SLAB W/ SLAB NO SLAB W/ SLAB w 3"XYXD30' 12'-8' 5-0" 1(,-IIN z'-8'snxle'(') I8'0XL%4'(1)7Z$nxIS-II1 16'Pxz-G. zarsnxle IB'•xz•B•' S-r5O.xl9 18-X2.40•' a 21=2" 3°X8X03G" 15-2' 6' 0 15'-G" 2.10511x18"eel IB•e XZ -7 3'-o'Snxe'(2)IB'ax2=e' (13r`soxle'12l Is•x 2-a'( 3'-3`soxe"(3) 3!- or N 24'-9'7 -X 8 X.042' 17'-9 7'-O•- - 12'-5' S-O'S4 x18(21 18'v x 2'9' (2 3\250.x6' (21 Ige x 2tp' ( 3'- x IB'121 It�'Ax 3-0• I 1 3'•5'54.x18' I�p x 3'-2• J LL 14'-8 TX 8'X.0 a 17'-7" 3'X 877-5 20'-7 3X8'X.O J J G,'_ 3 15'= 6- 2•-G`St1X IB"(') IBbxz'•a` 11) z'=B':Axle'D 1e'YxztGKl) 2'-55QXIel1) IBrx2-c' 1') z'-n�nx6•1O IB'Rx 14'- 2 e5ax 18 11) 6'1x 2-G• (n 2'-pSnaclB'Iu i8 x z' BNu 2-115nx1e"11 Id0X2'e' In 3'-rsoxle'p) IB'ex I I'-4' IV-to"Saxivelieroxvir (L 3'-o'sn.xlv12iles'x2=e' Iz13'_r'snxl9tz 3'•3"5nx1ercz13'-Y'snx1et21ILI�x TABLE B TO OST M CONNECTION TABLE ABOWE. ,v`a1•, sae 1�i .A PROlrS 86 F0J • 01l IBCA E.S. EVALUATION REPORT NO, 5038 --7.22.92 1015 Kx. CIIANGED9470 2 TO 3 FOX ENGINEERING m "� P" "'"'°' E JAMES M. FOX. STRUCTURAL ENGINEER 0060. TELIONAPH AND. DOWNEY, CALIPOMMIA 00240 ATTACHED LATTICE -TYPE FIATIOOO 9 W/MAX O.H. L.L.-20 & 30 P.S.F WIND SPEED-7O&9O M.P.H. ALUMA-LA CE PATIO COVER rAs ars BTI YA9L-LEY ALUAVNUM COMPANY w. uArc NST. •,(6021 276-6224. 313..-9z-19287 naY 3 OF 12 .. NOTED ----K.K �a pc;t p"tto r 01 t VENN v,.'QpS � 6 I UOTICE II SEE OETNL I N4).SK IG -11111 II I I IRAFTER� II I cPEE TABLE'&B FOR. 1 II I I { SPACINGS 31THICK ,( CONC.. SUR IOPTIONAL NOTE: ''1' SFE I �Ig� Fes\ , v 6 1 _ CA Wit; tN N = FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED%P 70 a 90 M.P.H.) TABLE A i MAXIMUM POST SPACING AND. F.00TING SIZE } 3" X B" X .042" HEADER/ BEAM TABLE F 3" X S".042" W/ INSERT HEADER / BEAM a= WIND SPEED FOOTING SIZE . o;o b� .X FOOTING SIZE OD m� 1 7'0" MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11=0" (� MAXIMUM POST HEIGHT 8'' MAXIMUM POST HEIGHT =I I'' 0" � �3 aN 70 MPH 90 MPH 70 MPH 90MPH REQ 70 MPH 90MPH 70 MPH 90MPH 70 RAFTER gt�(q /SLAB I NO SLA62 W/SLAB NO SLAB W/SLAB NO SLAB JW/SLAB NO SLAB�� MAX. CLEAR SPAN WI SLAB NO SLAB WI SLAB NO SLAB WI SLAB NO SLAB 1W1 SLAB NO SLAB LIVE LOAD 10=P.SF 3 5'-0' 14-G' le'X 24'(0 28'SQ X 993 18"ox 28"(1) 33SQ %18"0) 31' -II"' IB"/r x2!21 3G'SQ•XIB(2 IB'°X 36'(3) 41" SQXIBI 6'-O' IS -3' I8'AX 24"(1) 2G'SQ.XI (O 7FOX 28"(1) 30'SQ-X18(1) 30'-10 18"O'X 32'(21 3S'SQ- XIq21 1 X 3G'(3) 4I'SO, x I6t3t 7-0' 12'-3' IB'yx 244(1) 26'110•%IBU) 18''X26 (1) 30"80.x18(.( 29'-4 19'px 32°t2 35'SQX142 19YX 36'(3) 4 - sQxis(, 9-0' 11'-5' IBpX 24"(1) 2WSQ-XI81.1 1890X 26' (1) 29"SQ.X 18(.) 25-$ 78_'_W_x 30"p 33'SQ-XI IBOX 34 (3) 38" 50X18(3 x S2 < „l 0°10''10' 4'-4" 187OX 24'(11 25'SQx18(,1 18'OX 2G' (1) 29SQX 1 (ij 24'-3' 18'0 x 30" ° l2l 33 SQ % 18(2 18 x J 4(3) 37' SQ x 18 (3 (z4-1110 SMS EASME� RAFT(440M) 7= 10-0• 10'-4' IS'FX 24(1) 2V SQ -X 18(11 18>X 2G'(1) 20SQ.X IBlO 23'-2' ISaO x 30(1 32'SQ•x 18, 1 X 32'(3) 37"50x18(4) 7- 3' c11'-0' GP 7--3- 9'10' 16pX 24121 2VSQ X18(,) 18'OX 26' 0) 29SQ•X 18;11 22-2 16"0 X 30(1 32"SQXQ',t I8VX 32'(4) 36"SQ X18(4) 180X 24'(,) 26'SQ• X19(1) I8'0X 2G' 1,I 3O'SQ•X Will 21'-3 IB 0 % 28"() 31' SQ•X18;, I X '52'(4)' '3 SQ x18(4 13-0' 9'"0' 18b% 244(1) 2TSQ.X18p 189% 28 (I) 10"50:% I ) 2 -5" 18"r X 28'(,) 31' sQ.x4, 18'0 X 32'(4) 35'SQX18(4) y< 14-0' B' -S' IS'Ax 24'(11 277SQXS(,) 18 28 (1) 31'SQ•x 18111 19'-$" 18'0 X 29"1.1 3O'SQ-X 180 181oX 32'(4) 35'S"18141 15 0' 8-5 1840% 26'121 28 SQ %18() 18'7X 28 (Il 32750.•% 1811) 19'-2" l8°0 x 26"(,) 30'SMX 4. )BOX 32'(4) 35'SQx18(4) IGLO' 8-2' 164% 2G U) 28 SQ•X IBp 19 "X 30° U) 3250.% IB(q _07 18'- (p" 7870-x 26111 3p SQX 1811 16'0 % 32,,41 34° SO x18(4) 17'0' 7-11' 18 pX 26(0 29'50.%1921 IW3270 33`SQ•X 18(1) 18'-0' Ido X 2601 30"SQ_ X 6U '18"' X 3240 34 SQ x18,,) NO CRACKS WITHIN 2'-6" OF POSTS SHALL NOTE: THIS OPEN LATS ICE -TYRE STRUCTURE MAY MOT BE ENCLOSED. BE PERMITTED. POST SHALL X SET BACK A MINIMUM OF FROM GE OF 4• EDOPEN LATTICE -TYPE PATIO COVER SLAB. MA%. PROJECTION MAX. O.M.1 SINGLE SPAN PER TABLE A B $ C I LMAX. O.H. NOTE :FOR BEAN TO POST CONNECTION, SEE TABLE E. FOR RAFTER TO BEAM LATTICE I CONNECTION, SEE TABLE F. i n -nn n f 1 I U CRnCC 5Z9717TI(1KI CNtlrl F QOAKI _MAX.. PROJECT,ION,-_.._.._ -- LATTICE jl MAX. RAPIER SPAN I RAFTER SPAN ! MAX OH SEE G N'L MULTI -SPAN MULTI -SPAN I SEE EN'( NOTE 4F 10 Iv. - i 11107E A1F b I L' I I `I I i LJ I I CROSS SECTION, MULTI SPAN M MAXIMUM RAFTER SPAN At OVERHANG T BEAM TO POST CONNECTION TABLE E RAFTER 70 BEAM CONNECTION �Iu x TABLE F SR�tNG MAXIMJM F1057 HEIGHT= 9-7" WITH MPH. 90 MP. H. - 70 MP. H. 90 MP. H. WIINSERT MAXIMUM POST HEIGHT = 11=0' 2 W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB WI SLAB I NO SLAB 3: •N WIND SPEED MAXIMUM POST HEIGHT 7' MAXIMUM POST HEIGHT ICO' . o;o b� A 312' THICK CONC. SLAB 1 7'0" WIND SPEED OPIgNAL RAFTER SIZE I U CRnCC 5Z9717TI(1KI CNtlrl F QOAKI _MAX.. PROJECT,ION,-_.._.._ -- LATTICE jl MAX. RAPIER SPAN I RAFTER SPAN ! MAX OH SEE G N'L MULTI -SPAN MULTI -SPAN I SEE EN'( NOTE 4F 10 Iv. - i 11107E A1F b I L' I I `I I i LJ I I CROSS SECTION, MULTI SPAN M MAXIMUM RAFTER SPAN At OVERHANG TABLE 5 BEAM TO POST CONNECTION TABLE E RAFTER 70 BEAM CONNECTION MAXIMUM RAFTER OVERHANG TABLE F SR�tNG MAXIMJM F1057 HEIGHT= 9-7" WITH MPH. 90 MP. H. - 70 MP. H. 90 MP. H. WIINSERT MAXIMUM POST HEIGHT = 11=0' 2 W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB WI SLAB I NO SLAB L. L.- 20 PSF WIND SPEED MAXIMUM POST HEIGHT 7' MAXIMUM POST HEIGHT ICO' ��, �Q` WINO SPEED -70 WIND SPEED 190 A WIND SPEED -70 1 7'0" WIND SPEED -90 RAFTER SIZE 70 M.P.H. 90 M.P.H. v�a1,0�LIVE LOAD LIVE.L.OAD S ' TC!;RAETER. .TO BEAN 70 RAFTER TO BEAM ( AT 244O.C.) MAX. CLEAR MAX. SPAN OVERHANG MAX. CLEAR SPAN MAX.. h 10 1 20 1 30 10 20 30 OVERHANG 2D b 21 3N9LD42 Q2 - 02 - - 14 (2)A105M5 ' EA.(F.G t21-410 SM.S.N71U2. X3XU4 WA514 R.7TOTAL EA. 2) 1F 10 S.MS EACH LEG. 121-II.gSKSWllV2 X3%114 WASHER.IV 2 X 61/2 X.024" 12'- 4" 4'-4� 12'-4' 4'-4" (z4-1110 SMS EASME� RAFT(440M) (4))-0G.(�0 SALS. EA. 121`"' S1EA. SIDE OF RAFTER w(3'x gDE OF RAFTER. 3'XWY415HIRE(4•TOT) , 14 TOTAL) 4)4gSMS SqE of RAFTER w(3 (3x l/ WASHER P(7.(4 -TOTAL) ZD 8,21 n � ❑2 0 ® 2 X'GV2 X.032" IG' -1201 5'-9 16'-fD' S'-9' I5 2 X 6 I/2 X.040" 1 20'-7' 7- 3' 20'-7" 7--3- 3 X 8 X .042" I 23'-11" 8'-4" 23'-11" FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED 7069DMPFD5IN2LE SPAN TABLE C RAFTER SIZE ( AT 244 D.C.) PROJECTION MAXIMUM RAFTER SPAN (CLEAR 1 MAXIMUM RAFTER OVERHANG MAXIMUM FOOTING SIZE SR�tNG MAXIMJM F1057 HEIGHT= 9-7" WITH MPH. 90 MP. H. - 70 MP. H. 90 MP. H. WIINSERT MAXIMUM POST HEIGHT = 11=0' 2 W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB WI SLAB I NO SLAB L. L.- 20 PSF FOOTING SIZE MAXIMUM POST HEIGHT 7' MAXIMUM POST HEIGHT ICO' .L.- .L.- 2 3 X 8 X 42' 31'-9" 1 17'- 9" 1 7'0" 1 13'-9" lift2dil A l It(S)60'11 x ' 1 •x SQX MOM% W/ SLABNOSLJIB L.L.• 20 PS.F. LL. -20 PS.F X .04211 1= 17- 9 7'-9 13-7° 8"A26' 30 B x30' 91• L.L. 30 P.S.F. L.L. 30 P. S.FL. 30 P.S.F. 5 -10 . 12-7 x2 A 28'1, 18' I x 0) X IB. x30. soAeo L.L.. 30 P.S.F L1.:30 P.S.F L. - 3 X 8% 4 B Wza o) 1 �x2e (1 �, FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED- 70990 MPH. ) -MULTI -SPAN TABLE D RAFTER SIZE ( AT 24 aD.C.) Q2 PROJECTION MAXIMUM RAFTER SPAN ( CLEAR ) MAXIMUM RAFTER OVERHANG MAXIMUM POST gAaNG WITH 3 x B x .042 W/ UlSERT FOOTING SIZE MAXIMUM POST HEIGHT 7' MAXIMUM POST HEIGHT ICO' 70 MPH. 90 MPH. 70 MPH 90 MPH. WI SLAB NO SAB W/ sLAB Iq sLN W/SLAB NO SLAB W/ SLABNOSLJIB L.L.• 20 PS.F. LL. -20 PS.F X .04211 1= 17- 9 7'-9 13-7° 8"A26' 30 B x30' 91• x D) xIB L.L.. 30 P.S.F L1.:30 P.S.F L. - 3 X 8% 4 B Wza o) 1 �x2e (1 �, e x o 6 �X sQ• 1. CONCRETE SLAB (CI I STI.G OR .EW) CORPLETELY SURROUNOS NEN FOOTING. i. CON[R[TE SLAB DOES .OT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OFTHIS I.STALLATIOW. 3. past SIZE (1) 3• 50. A ,062• (2) 3• SO. A .OBS• (3) .) 3• ]• 50. S0 . AA .1.5.: ,12 ( AN .• 3 TO 401►•NAI •-.1oa�ana r..NWED FOX ENGINEERING 1,AL �•» .• KJ(. E JAMES M. FOX. STRUCTURAL ENGINEER 0000 TELEGRAPH 20. DOWNEY. CALIFORNIA 007.0 .w~4LANU L^I IIL.C- I TrC. 10 COVER -10 20930 PSE ID SPEED- 70 890 M.P.R NOTE: DOST TYPES Co ANO In ARE USED FOR 5LOD CO TION. •DEPT T'S I•I� AND 6 ARE USED FOR IOOTI.G CO.O( N. POST TYPES (D.3'SQ. POST + ( 2) - 2'X 61/2' X.024* W1 (8)-# 14 SMS. Q2 3'SQ. POST+ (2) - 2'x Q. 1/2' X .032' W / (8 )-* 14 • t&X S. © 31 SQ POST+ (2) 2'X G:1/2' X024' W/(12)-1114 S.M.S. ® 3ASQ POST+(2) - 2'X G 1/2" X.032' W/ (12)-'014.S.M.5. 1. Alu.lnw design and atna•es gra oar the latest adltlen or tM Unllou Building [0d. enE the19.2 •Oltlon o! theAlwlnu. C- ruction 2. lu.u•1. •rP.t• •11.1nu..1.101. •.1 be •ubstltuted rer then.• •lash. Pre.le•d they are "c"tar ad •Ito the A1.11nu. As•oe I•ti en and hoe owl at .roar raid ane Altl-. to atr•naM. 3. All -Crete •hall herd . Will— 1e d.1 .-or...I • strength or 2.000 o...l."Con rete also shall Mw 31' 1111-u. thickness .nC ah•ll be In A. 1'111' I..tn.." stall bearLir-. natul h-dl.turb.0 •ell MY Certified rill. 0.6191 1•rtiura l .oil bearing ores•... • 1.000 P.e.f. S. All steel .•.gets shall b• not -CIG g.l..nlr.d or el.ctr.pl•ted end onrer. !o A.S. T.R, A -••e, tree. C. B. Alu.lnw /eetenn• .hall be 2024-74. All ether r••ten•rs .hell b• g.l.•nlrad •t.al r .fl- pi.t.d. All bolt. .hall cohroo to .A. S. T.R. A-307 and he,. •1.1d.rd cut Plata ..snare. Not.. for bolt. anal b• bolt dluaear Ylu. the• o.l-u-. 7. E.00.lon bola .11.11 as HIIU .1dk dolt• NB !I carbon eael or .duel per I.C.B.O. C.R.Oo. 6617. All bolts shall have . -ln I -u. cohered egg dl-anee of a bolt dl.., ten. B. Each Ih6a116tlanhall bear o en ld•htErying tag gluing the new d •dares. of the unur•ctur•r, e•sl.n lords ane nclo•.bllity. B. 'Alt 110 A PAT talnlno to Men oo ticuar ln.allalon 11x1( ba clr Cled. 1.e.. project. Post 60 -Ing. footing detail. etc. 10. Goan lattice project, co... .hall not be anclond With eny type of solid M. to 1111• ane the e..1an lead. 1u1e only Con •:oiled to the Parron 1•1 Rro.....d arae or the l.tlac•, rer tet•. buu, etc. oar I.C. B.O. .it.rls. 11. For all detail r•/•rnlen. see Shat II or 12. AUWA-LATTICEPATIO COVER SpN.n92-19287 (AS AO SY) VALLEY ALUMINUM COMPANY 4 tx 12 ! W.LIN.COLN S., (602)278-6224 10107 1A RESIDENCE C G v2'x 2'x.024• - RAFTER ATTACHED TO POLLFORNED GUTTER& SIDE FA' TYPICAL ALL ARO EXIST. RESIDENCE �L�Gr SfEPC7 SI.O�(`F'PPH T+e(E!Qy g SE PEP ROIDpp y�L �, �j),P�E�pLEO �qy NGS SPF,OU K•),t•1W'OF ��0 HANGAR OR RNL Ipy y� PER V SHIT. 12 I VENGSN OF 12 ROOF PANEL RAFT R'T ILS' PER I 2 T SEE2 6®SHT. 12 5w..12OF z OF1z \ ' z G �� t�H R 0 of P°oaf' 21T I pY•1•p P INSTALL POST VERTICALLY. - EE sEen D. BEAN / H ADE INFORM 1 LOW FOR SEE TAPER TAII EET It Or 12R POST SPACING, SP Y,UN�' s12E MIM. NO. POST P0E O TIONATHICK CON SLAB L` 1 s�E t(' OPTIONAL. NO CRACKS .L WITHIN 2'-G'oF POSTS SHALL BE PERMITTED.. �/ F007NG WHERE POST SHALL BE SET OCCURS, SEE BACK A MINIMUM OF TABLE. A 4' FROM EDGE OF SLAB, ATTACHED ROOFED TYPE PATIO COVER PROJECTION SEE SCHEDULEIB ' NOTES MAX.QK SHEET G &7 INCLUDE L.L. IO 20 & ROOF PANEL V4 PER. FT 30 P.Sf. WITH WIND SPEEDS 0v 70,90 100 & 110 M.P.H. 12 -- sHt 120E 12 II SHT.12 OF 12 BEAM/HEADER SHY. I I OF 12 1 \V ATTACHED LATTICE PATIO COVERS ( WIND SPEED =70 a 90 M PH ) TABLE A ON F ROOFED COVER mE9 MAXIMUM POST SPA ING 8, FOOTING SIZE WIND -10/15 P.S.F. UPLIFT -10/15 PS. yz PANEL 'THICKNESS• 3X8X042BEAM/HEADER 13X8X042INSERT BEAM/ HEADER USE FOR BOTH INSEHfBEAM /HEADER&BEAM/HEADER [�w� 5 .2 Z�L POST SPACING.: I2E POST SPACING �IN�1 Rap •+ + .+ C �+ j L m MIN. NO OF POSTS \'L 6 r ZE P m mmm¢Q= m UNENCLOSED ENCLOSED 9 p70 Z O OQO �i pp z J� z" PO T po E 7o POST TYPE 90 MIK 4F109A5 41N. 0 sms MP.H. NPH IEF.H. MP NP.H. NPM NPH /n f` R 1D. (A� I 2 3 4 ( 2 3 4 LENGTH LOCK LENGTH LOCK 4 _j 8'-p".019' Dla 020'.02 020.020 .ole'.ole• 12=5' 12=5' -11 20 23 28'-9 12-5 B. -Ir 26 1 30 2 1 2 2 1 - 3 12 1 - - G' o" 2 2- 6.o 4/5 9-Q AIB" .018'.020 020 0.020".018" DIe' 11-11' I ILL I" $'-2 20 23 27"5 I ILII" 8'-2 26 30 '.2 2 2 - 3 2 - - 6'-9" 2 13.6.18' 4 G 10' 0" •ole' 19" 20" 020' D20' D1B• I6' 11= 5 1114" 7G" 20 23 26 -3 1 1'-4' 7-6" 27 31 2 - - - .312 - - 7=6" 2 I o s 7 0".0181.016" .020 D20' 020' d' IB" DIB" - 10 I I' 10 6' 6'-I I' 20 23 25 -3' 10'0" 6'- I I 27 31 2 .2 - .312 2 _ 6'-3" 2 Ib G' o s 7 12'-Q".o18" 18" 20' 0 Dan"024.018" IS 10-G' 9-9' G'-5' 21 24 24 4 9=9' GLS 27 31 3 2 - - 4 3 3 2 9=0" 2 143'0 S g 13'-0" DIB' DIB" Deo' o azo" z4' DIe° .ozs 10-2' 9- I" G -O' I 4 23-6 5 -1' 6-0' 28 32 3 2 - - 4 3 3 2 9'-9" 2 9.6 6 g I4' -O" .018'[018"020".025-1020"'.o32' 25 025 g -IQ $''_G• 5'-7' 21 4 22 9 8'-6 5'-7 28 32 3 2 - - 4 3 3 2 low" 2 I o G 15'-0' DIB' AIB 020 02 Dza'D32' -- 9'-7 8-0 5'-3 21 25 22-I" 8'-0 5-3 28 32 3 2 - - 4 3 3 2 11=3' 2 2 G 7 10 IG' -0' Die'.oia .0z5 025 024 .032 - - 9'-4" 7'-7 5'-0" 22 25 21'-5' 7'-7" 5'-0' 29 33 3 2 - 5 3 3 2 12'0' z 4- 7 to _1170C DI8' .018 .025'.02 032 03z ' - - q. -I. 7-2' 4'-8 22 25 20=10 7'-2' 4'-8 29 33 3 2 - - 5 3 3 2 I - 18'-O'•ozl.oza'oza"D2B _ - - 8-10 G'-9" 4'-G' 22 25 20'-4 6'-9 4'6" 29 33 4 3 2 - 5 4 3 3 Is' -G" 2 270 B/1, I9' -O" •024•.024 032"032 - - - - 8'-7 G'-5' 4'-3 22 25 19-10' G'-5 4-3' 29 33 4 '3 3 2 5 4 4 3 14'-3 2 2" . 8/12 "WV D2B'.029 •090 - - - - 8L5" 6'-2 4-I 22 26 19'-4 6-2' 4-1' 29 34 4 3 3' 2 6 4 4 3 Is' -o' 2 5 13 21=0 •o A32 - - - - - - 8'-2 5-10' 3'-10" 23 26 18'-I I 51-10 3'-I 30 34 4 312 G 414-13 15-43' 2 31{0 9 13 �MCNORS TO SLRB • r/ 2•. 3•a 3/16•. STEEL GALVANIZE _ N -. J 8'-0 ole'DI8'Deo"D2d o"020'018.018' 9=0 7=3' 7-3' 18 20 20-9' 7-3'. 7L3' 23 27 2 2 2 - 3 2 - - G'•o• z I IG' 4/5 9'-0 Lae' .ole' " 020 ° •DI8" 018 6'-7" 18 21 19 -ID' 6'-7" G' 7' 24 27 •21.2121- 3 2 - - G'-9' 2 ' G- / G IQ' -Q 018' DI8" 020',026.020'.020102V 024 (p -Q' I$ 21 19'_0° 6-Q G-0 24 27 2 - _ _ 3 2 _ - 7'-6" 2 I /7 - I I 0 F_ DIe' 020° 020 D2D' Azo O2s' 025' 5'-7" 19 21 18-3' 5'-7 5-7' 24 28 2 2 - - 3 2 2 - 43'•3' 2 IG G s/7 E7'5- 12=0' le• la' S' z5 aza' D2a - - 5' 2' 19 21 17-7 5-2 5' 2 25 28 3 2 - - 4 3 3 2 43'-o' 2 18'2a'13-0' D24•oza .o ,o- .032. _ - 440 19 2217-0440 410 25 29 3 2 - - 4 3 3 2 9'-5' 2 19� 8 14.0' D24' 4 032'032' - - - - 7 2 4•-6" 41-G 19 22 IG 5' 4' G 4'-G 25 29 3 2 - - 4 3 3 2 lo•G' z zl G 9 I/x• EASED. ANCHORS TO SLAB I5-0' 43'.040 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' z 22•% 7 16=0" 0321,032' - - - - - - 6'-9" 4'-0" 4'-0" 20 22 15-G' 4-0 4'-0 26 29 3 2 - - 5 3 3 2 IY-o• 2 7 1770 -040 010 - - - - - - G=7' 3=10' 310 20 23 I SL I' 3'-10 3-10 26 30 3 2 - - 5 3 3 2 12'-9' 2 2 7/1, Y/ 2•a 3•i3/Is- In II J 6-0 DI9 018'020.0 0124'024 DIB' Die' 7-5' 4' -II' 4'-1I 17 19 17-I 4 II' 4-11' 22 25 2 2 2 - 3 2 - _ V-0' z 1 ' 4/5 g' -O' DI8• .016' .0211. 024 D24 025 025' 7'-1' 4'-5" 4'• 5" 17 19 IGL4' 4 5 4 5 22 25 2 2 .2 - 3 2 - - G=9• 2 1VC� . A/ 6 10-0 1e• ole' 025.o2S.032'032 - - G'-9 4'-1" 4'-1" 17 20 15-8 4 I 47•I 23 26 2 - - - 3 2 - - 7LG' 2 15 5/7 I I'-0 .0241-0241028' .02d D32' D32 - - 6-G' 3'-9 3'-9 17 20 15-0 3'-9' 3-9 23 2G 2 2 - - 3 2 2 - B-3" 2 '�. 221 /7 12'-0 .024' 024 432* We _ - - - 6'• 3' 3'- G' 3'-6 I 20 14`G' 3- G 3-G 23 2G 3 2 - - 4 3 3 2 9'•o' 2 Ie 24r ' 5/8' 13'-0" nee ozs nap o4o - - - - G'-1' 3'-3 V 3 18 20 14-0' 3'•3' 3-3 23 27 3 2 - - 4 3 3 2 9" 14-O' -OV4si - _ _ _ - _ 5' 10' 3'- 1' 3'-1 18 20 I3-7" 3'7I 3'-i" 24 27 1 3 21- - 5 13 3 2 Id -G" z ' /_ 8 7/9 14-G 040 Doo _ 5-9' 2'-11' 2 I1" 18 21 73-4-7-0-1-F 2' -ll' 24 27 13 121-, - 1 5 13 13 2 IIto' 1 z 12 1 7/10 _ SHLII GENERAL ROILS AND SPECIFICATIONS: 1. Alu•t... de•10n tree... P•r the l.t-t ad It- or the Uniform teuano COP ane t • tux• • '.eitt- or the Alwlnw C-t-tt- .. Al,w.l. ltev t• •tuanme •Hoye mer b• eub•titut•d Wer tno•, anmen, prodded they •r• r.glatery it n the Alu.lnw 4.4043l•tl- and Re..swat or 9 ..ter ylale •270 uItlmet, •twnpthe. 3. .1t oncraea .nal he.. iame. x43 e.y eoaors-i- serangen ofx,000 p.•.i. Concrete aloe .nay new 31• einl.u. thl.Nna•s ane .n•I. ba I. gee. onaitt-' 4. All feet Ing. .hall beer fire. net"ret m 61.t.rb•d •oil er urtlft.d rill. onion wrtiI •oil beefing p ....... • 1.000 P.S.F. b. All *test e..ber• shell be not -dip nl.•nl.ae or eI..trmela•d and t. i1for. eo A.S.T.R, A -bee, e,ad. C. 1,.I. r..%an... ... 11 be 2024-74. All 0the, f.et•hae• nal b• 0I -1-d steel 1 e•a.lme pl.t.d. Alt Bette •nal c .for. to Sit A-]07 neon•.. •ane.ra wt Ptaa ...n..., het•a'ror belt, neu e• bele di�mear PI.. 1/n• .Lieu.. 7. .he bolt• •hall be Mitti N.IN tat• a 11 carbon teal er ollU.1 Per 1.c.t.o. t.A. No. len. All bolt. *hall nes• . •Inlo- concrete beg• dl.t•hea eft belt diameter.. 9. Eben Inst•ll'It- .hal beer an identifying tag glaing the name One •dere•..r the ••n"ract"r•r, design leas. One .clomebititr. •. All hese P•rta.thg to e•en.P•rti..l imetai•aon •bail b. sir I 1.•.. pfoj.c e, plot •Pme in., rmeuno e.atl, ate. to. op.. 1Attic. Ratio eos•r an* 11 not be an d Lith any t," or solid meter/., and In, design lead. nava my ba.. @"lied to the not.entat projected era• or the lattice, r.n.n. b...., sec. oar I.C.t.O. a':I . 11. for at eaau r.f.,.nc... ... Sh.•t 12 at 12. POST WISIDEPLATES 7Ix \V rvnvu JF'CCU G ON SLAB s ON F 3 SQ.X .024 AT SLAe a <i� Ods\ g1'x oar 3 SQ. X DAIG AT FOOTING 212 7 24 ro oosi tss%eels .r_Kx. FOR SIDE PLATES SEE POST II- TYPES, AND DETAILS p„ • 2 3/4• ERRED. O!p - L.L. 10 �MCNORS TO SLRB • r/ 2•. 3•a 3/16•. STEEL GALVANIZE _ WASHER PLATE. _ 7 d 24 TOSTfs5%eye I/x• EASED. ANCHORS TO SLAB 20130 Y/ 2•a 3•i3/Is- l.l I STEEL GALVANISE WASHER PLATE. D8& 24j0"PO51L1_.5_5_'*NOTE` POSTS MAY BE ATTACHED L L � /B•1 . 2 112 MBEDREWT 70 _ To CONC• SLAB, SAFTEY STAKE ASESCO EARTH 10 LAB r/1•. 2•. b/1 Be STL.GALV. ANCHOR, OR CONC. FOOTING. WASHER PLATE. SEE TABLE 8 8 4 a 4 .-, 1a S.R. . TO POST f (2)- POST TYPES L.L.- 1/4.1 . z• EMBEDMENT TO 48 W/ 1•. 2' _ 20430 :L 3/16• STEEL �_3'S&POST+(2)-2[x61/2' CALV. WASHER PL. 7 TO DO]$/ L + s/B•1 X .024' W/ (8)'4F 14 SMS. p2 3, Sol. POST+ (2) - 2•;16 1/2' L.L. 20 - ANCHOR35.7 FTC. X.032" WI(8)-f14•SM$. W/Sec 3•a 3/16' © 35 SO. POST + (2) 2' X 6 I/2' STEEL GALVANIZE, A KER' PLATE. 11)- /11 S.R.S.• X024' WI(12)-014 $•M$• O POST f 1/2.1 ® 3'SQ PAST+(2) - 2'X G 1/2"AMC i0 2141/44 EASED. X.032' WI (12) -*14 S, M.S. L.L `30 AMCXOR TO FTG. Y/2•. 3•. 3/16• STCEL GALVANISE WASHER PLATE. O l0 POST ROT[: 4O$T "PES (p AND RRC US[ TOR SL�p CON-OtT ION. 51 TIPES �i AMD I•I ARC VIt. i0R fIt TING CD.DI N. LL•2D 3/6.1.2 1/S• CIA ANCHOR USED W/Iaw' TA . on ON SLAB TO POST A 3/6•H r 2 1/2• EMBED. ANCHORS TO SLAB Y/ 2•r 3•"3/18•• STEEL GALVANIZE WASHER PLATE. •)- 14 S.".S. TD POST A (xI- 3/6./ a 2 117• EABEORE.7 TO SLAB N/1•. 2•. 3/16• STL. GALV. WASHER PLATE. (a)- 114. s.".s. TO POS. A (2)- "..0 2 • E"BEDMENt TO _ FTG. Y/ 1•. 2• 3/16• STEEL GALV. WASHER PL. .(•)- 134 S..". S. To voST A s/6.1 A 2 3/4• EMBED. ANCHORS TO FTG. W/2•. 3•. 3/16• STEEL GALVANI iE YASNER PLATE. T CR COUCRETE SLAB, NO CRACKS WITHIN 2'-6. 0i POSTS SHALL BE PERMITTED. POST PH. SHALL BC SCT BACK A MINIMUM OF •• FROM COLE OF SLAB. 2. FOoII.G IEA is A cueE. Lc.. xo -x09 K xo• . 20• e.ap. NG 5 3. TOTAL MINIMUM NUMBER OF I10 S.N.S. PER POST TO BEAR CONNECTION FOR DETAILS 19 A 20. •. MINIRUN LENLTN ANO MUMBCR Oi SHEET MCTAL SCRCYS ABOVE DIAGONAL LIME IS i0R 70 MPN 12 WI INSERT MIND. MINIMUM LENGTH AND NURBER OF SHEET METAL SCREri BELOW DIAGONAL LIME IS FOR .g0 M. P, n. rlx0. �Efr 2 _ POST BASE CONNECTION CONT. (.ON FOOT'G ONLY) WIND SPEED - 70 M. P. H.. WIND SPEED • 90. M.P. H. r \'1( 8'X .042' 8'XD42"WI INSERT 8'X.042' 8`X.042`W1 INSERT O 70)P05749 (2)g TO POST1It4(7)5• 1 /4.1 . 26 3/6.1 . 2 1/2 - LL -30 /2•LL•30 EAGEORENT TO - EASED. ANCHOR FTG: r/ 1•. 2• TO FTG. r/ 2• . 3/16• STEEL c 3•. 3/16•STL. 'ejO GALV WASHER PL^ -ALV. WASHER PL:1 19 (2). 1/4.0 TI4RU (21- 1/2.1 T11RIt72-7-37i-jr TNRu 2 - ] 4.1 TNRU CL,�Of BOLTS TO. POST A 60LTS TO POST f BOLTS TO POST A. BOLTS TO POST A _ (2)-3/6•a.• 1/4• (2)-05/11-2 . 7• (2)- 1/2.A . e• (2)- 3/4.0 a e• L.L.- 10 EMBED. N/1•. 2•. EMBED. ANCHORS EMBED. ANCHORS EMBED. ANCHORS 31, 6•STL. GALV. r/1•. 2•. 3/16• N/1 . 21a 3110• N/1•. 2•. 3/16• .,. WASHER. PLATE. STEEL GALVANIZE STEEL GALgAMIZE STEEL GALVANIZE WASHER PLATE. WASHER PLATE. R PLATE. 743431•"' 19 SDLT:170 POST "f BOLTSI TO. OSTpr "f 60LTS1 TO Po9T"f (2)- 1/2.43 . B• (21-3/8.1.4 1/1• 121- . AN . RS L.L.•ZD 2)j ./ ANCHORS EMBED.W/1•. 2'. EMBED. ANCHORS Y/1•. 2'a 3/16• W/1•. 2•. 3/16• 3/16•stt. G•w. STCEL GALV ANILE WMSNER, PLATE STEEL GALVANISE MASHER PLATE. WASHER PLATE. (2I- 1WIT TNRU 72-r-7371-7 TNRU I9 BOLTS TO DOST f BOLTS TO POST f (2)-3/6.0" 1/4• (2)- 1/x•43 = 6• LL.•30 EMBED.Y/1•. 2•a - EMBED. ANCHORS 3/16•STL. GALV. Y/tea 2•a 3/16• q T WASHER. PLATE. STEEL GALVANIZE YASM R PLATE AT !! S MANUFACTURED BY HANCHOR ILTI. INC.MALL e I N" CONFORMANCE' WITH IMC O` ['S. I REPORT NO. 4627. 6. POST MAY BE ATT HED To SAFTY STAKE 5TAKE ©SHT.11 OR ♦µ EmV°h� EARTH ANCHOR, 1u6 SHT. II o D s 1G80 ES . EVALUATION REPORT NO 5038 . s 7.7 .5?11D.15 Kl(. CHANGED SHT.. a G 9s/an FOX ENGINEERING �' "'� "' JA14ES w. fox, STRUCTURAL ENGINEER Raw T[ttoKMAN R0. DOWNIT. CALvoRMIA 90240 ,MN® ...� ...,. ATTACHED ROOFED -TYPE PATIO COVER W/ 18' MAX. . H. L.L. 10,20630 P.S.F. WIND SPEED •70L90 M.P.H. ALUM A -L TTICE PATIO VER IAL Ass BY) VALLEY ALUMINUM COMPANY W-41NCOLN ST. (BO2)278-6224. PpjVTFAf,y •P. r.s 92-192A7 9.m GOF 12 NOI[p .r_Kx. Y •1t � ATTACHED LATTICE PATIO 10• COVERS ( WIND SPEED e 100 8, 110 M.PH.) 27 27 15'-8" TABLE A z 2'- 8' �O ROOFED CG/ER PANEL 'THICKNESS' MAXIMUM 'POST SPACING 81 FOOTING SIZE WIND 19 UPLIFT = 0 PSI. 6 G I 6 6 F- 3 X 8 X 42 BEAMIHEADER 3XBX092 NSERf BEAM/HEADEA 2'-4r 2'4" 15' 0" z5 5" 040' - - _ - c' -r 2%G' 2'-C 28 28 POST SPACING - 36 '"GsIzE POST SPACING FOOTINrZEUSE 5 FOR BOTH INSERT BEAM/HEADER. 12 B, BEAM/HEADER G 4 cP EC" a+�Q� z m m ? 16'= O' �' oza' - - - - - 000- a 2'- 4' MW. NO OF POSTS 2$ UNENCLOSED ENCLOSED `' 2'-4' I II 110100110 I II O ZJ¢ J G 5 ZZma 0-1 7 7 POST TYPE IpOPOSTNFE110 12.0" 1 NIH. 0 1 SMS - KPH NP.N MPH. MP. MP.N N MAN NAT/ IMP p�$ N p $ Q p _j NO ND $I z' 3' 2 3 4 I 2 3 4 37 LOCK LENGTH LOCH 6 4 8'-0" 020.020- zoo 20.024 2a 018' .a8" 8-6• 4'-r 4'-2' 25 25 19'-S' 4-r' 4'-2• 34 34 6 1313 2 7 4 4 3 z IG -o 6 / 7 7 9'-0' 1020'Oeol 5' 032" 32".ms"025 .$'-2' 3=I0' 3'10' 26 2G 18'10' 3'-l0' 3-10' 34 34 G 4 4 2 8 4 '4 3 At- 2 I31G,I.o./8 z-2' 37 10'0 020' 020 25' D25' 32" 32'- - 7'10' 3-G' 3'-G' 2G .2G 187 r' 36•. 35 35 7 4 4 3 .8 5 5 3 3 2 O% 2 Isoi 7 19 0 ao' 40' - - - - - - 5' 1f II' -0" 20".020',028' 028' - - - - 7'-G' 3-3' S-3' 12G 2G 17' a" 3'-3" 3'-3' 35 35 8 4 4 3 9 5 5 3 8'-3' 216' 6%220 8 /Io 29 12'-O'o20'020'o32'D32' - - - - 7'-3' 3'-I• 3'-1' 27 27 Ic-9. 3'_I" 3'-1' 35 35 8 .4 4 3 IO 5 5 3 9' -Or 2 Iasi 9/ 5, 1a'-3" 13, 0" 020• old' 040' 040 - - - - 57 o z _ a" z'- IC' 27 27 I G'-2 z - a" 1`1" .29 29 13'-5" 1'-11" ,1'-n• 38 38 J 14-0 14-0' 025 025' - _ - - 6'-10' 2'-8' 2'-8' 27 27 15'-8" 2'-8' z 2'- 8' 36 3G 3G •36 9 9 5 5 5 5 3 3 lot II 6 G I 6 6 3 4 9' Id -6' 2 19ti/ 9/ 11 2.0' 10 2 / /1z 6'-5" 2'-4r 2'4" 15' 0" z5 5" 040' - - _ - c' -r 2%G' 2'-C 28 28 15'-3' 2'-G', 2'-G' 36 36 IO 5 5 3 12 G G 4 11-3' z �/� 1 / 16'= O' �' oza' - - - - - 6'- V z- 4" 2'- 4' 28 2$ la' -1o" z' -a• 2'-4' 37 37 10 G 5 3 .12 7 7 4 12.0" 3 / / a'2" - 1T-0"1-3 032" 32'. - - - - _ _ 6'-3' z'-3• z'-3" 28 28 la' -5" z' 3' 2'-3• 37 37 II 6 6 4 13 7 7 4 12-9' 3 %3q_O. 9�n • 10'0" J18'0' 32" " - - - - - - 6'-I z' -z' r-2' 28. 28 1a-1' 2'-2' z-2' 37 37 II G G 4 14 7 7 `5 13 0 3 2 O% 3'-I" 3'-1• J 19 0 ao' 40' - - - - - - 5' 1f 7-O' 2%0• 29 29 13'-9" 2'-0' r -o' 38 38 12 7 G 4 14 8 8 5, 1a'-3" 3 2 -6� IO/ - r. 34 . 34 3 2 - - 5 3 3 2 10'-67 2 20-.0` Me0 - - - - - - 5'-10' 1'-11• 1`1" .29 29 13'-5" 1'-11" ,1'-n• 38 38 13 7 7 4 15 8 8 5 15'-0' I 3 30-a/�_0, 10/1 30 P.S.F. WITH WIND SPEEDS OF 70, 90, - 0'-10 ° - - - - - - 5'- a' 1'- lo' 1'- l0 1 29 29 13'- z" 1' 10" 1'- 10' 1 38 1 38 131 7 1.7 4 IG 81 00 1 5 15%9' 3 31-6/azLor "/13 WIND SPEED = 100 MP. H. r i WINO SPEED 110 MPH 1. 3D2."THICK CONCRETE SLABg� N4 CR/EJ( WIT HIN 2'-G'OFFOSTSSHALL.BEPERM)TTM FOST SHALL BESET flAULAMN.OF. + -0 020" zo".ozo"0zd' "D24'0I8' D18' 8'-6' a -z" a' -z' 25 25 1}8' a=2' a''-2" 34 34 6 3 3 2 7 4 4 3 6-0" 2 1 X16'-0" G� 7 FOOTING a=' 025" 025 8- 2 S-10' 3'-w' 26 2G 18'-l0" 3'-1o" 3'-1o• 34 34 6 4 4 2 8 4 4 3 6'-9' 2 / .. 7/ a XD42'WI 7 4 10 0' 2o' 20. 025" 25.032 32 - - T' lo 3=6" .3-6' 26 26 18'-1" 3=G" 3'-6• 35 35 7 4 4 3 8 5 1 5 1 3 7'- G' z p-11'-0. Oto 20'C28' 28' - - - - 7'-G• 3'-3' 3'-3" 26 26 174' 3'-3" 3=3' 35 35 8 4 4 3 9 5' S 3 S-3" 2 16-6/ /I 12 O'.oto 20'032' 32 _ _ _ _ 7'-s" 3-1' 3'-1° 27 27 Ir'9' 3'-I" 3-1" 35 35 8 4 4 3 10 5 5 3 9-0' 2 ' /a-0 9/ r J 13'• 0' zo 20.040 - - - - 7'- o' 2=10' 2'-10" 27 27 IG' 2' 2'10' 2'-10" 36 36 9 5 5 3 10 G 6 .3 9'-9' 2 1 /26.0' 9/111 J 14-0 on '040 ao _ _ _ _ 6'- io' 2= e' 2'- 8' 27 27 15-8' 2'- 8" V-8' 36 36' 9 5 5 3 11 G 6 4 to - 6' 2 zr o/ lo/ 025' 25° 40'040 - _ - - 6-7' 2L 6' 2'•6" 28 28 IS'3' 2"r-' 2-6' 3G 36 10 5 5 3 12 6 6 4 I1'-3• z o 12 -G/ • "/ IG'- 0 za' zs' - - _ _ _ _ 6'-5" 2'-4r 2'4" 28 28 14'10' 2'-4' 2'-4' 37 37 10 6 I S 5 12 71 714 12=0' 3 24- / . 8/ - • 17=0' 032'D32" - - - - _ - 6'-3" '2'-3" 2'-3' 28 2$ 1 14'-5' 2'-3' 2' 3' 37 37 11 G G 4 13 7 7 14 12'-J" 3 ,_ 10 z .§. •O. 9/11 - -0' DIS' ole20'020.024• A024 .018'.018"17=5" 4'-2' .4-2' 24 24 1 17' 1" 4'2' a'2" 32 32 2 2 2 - 3 12 - - G' -o 2 ' 6/7 9 0" DI8' 018'1020-10201.024' .024 025 025' 7'- P S-10' 3= a- 25 25 IG° 4' 3:10" 3'11)' 32 32 2 2 2 - 3 2 6'-9' / 7 _ _ 2 / / $ • 10'0" Dla• .018'1.02S' 0251032' 032 - - 6'9' 3'-6' 3•_6,� 25 2�J 15'-8" V- r.- 3` G" 33 33 2 - - - 3 2 - - 7=6" I / 7 /9 . . .. I1-0'.024.024'028' 032".032 - - V-6' 3'-3' 3'-3' 25 25 IS'0' S-31 3'-3' .2 33 33 2 2 - 3 .2 2 - $'-3" '2 20' / 8/ ' 12'-0" .Of 0a4'.o3z".032. - - - - 6-3' 3'-I" 3'-1• 26 2G 14'-G' 3.1' 3'-1" .- 34 34' 3 2 - - 4 3 31.2 5'0'.. 2 10 1$, ./ 9/,o O0 13'-0" Dee' 020.040'040 - - - - GL 1' 2-10' z'- Id' 26 26 14'0' 2'-10' z=o" 34 ' 34 3 2 - - 4 3 2 9L 9" 2 19-2•/ 9 / J052",032' - - - - - - s' to r- 8" 2'-$" 26 26 13'-7' z'-8° 2'-8° 34 . 34 3 2 - - 5 3 3 2 10'-67 2 z1 / 10/1 NOTE: Dao" s'-9' z'- G" z=G" 26 26 13La" z' 6" z' c" 34 34 3 2 - 5 3 3 2 11=0' 254_.;"34'9 SHEET G q 7 INCLUDE LL. 10, 20 a - z /II 30 P.S.F. WITH WIND SPEEDS OF 70, 90, - 100 4 110 M.P. N. - - POST BASE CONNECTION TABLE B TABLE 9OTNOTE1,:. WIND SPEED = 100 MP. H. WINO SPEED 110 MPH 1. 3D2."THICK CONCRETE SLABg� N4 CR/EJ( WIT HIN 2'-G'OFFOSTSSHALL.BEPERM)TTM FOST SHALL BESET flAULAMN.OF. + FOOTING FROM FDC[ OF SLAB. 2woTINGSIrE-ISA Q� ON SLAB ON 5 ON SLAB ON FOOTING CUBE, LE.,2a.27X 2aX zo•DEEP 3.TOTAL MIN NUMBER of • p SNS PER POST U BEAM CONNECTION FOR DETAILS q 820. 4. MIN LENGTHS Na OFSHEET METALSCREWS ABOVE DIAEAN/LLLINE 6 FOR 100►LP4LWIND.MIN. ' ? + "%.042" g°XA / 'X D42� XD42'WI 7 4 (s)-/14 5.1.5. (e)- /1a S18'0 4 - T4 55/85. (4)_ /T4 531,5. LENGTH AND NO. CFSIEET META- CIA60NAL LItE6 FORT AEP.H. M.P.H. Vrja - ' 70 POST. i 5/B•B ANHT 2 ]/•• E.BCD. CHORS TO SLAB TO DOST { 3/B'/ X QQ E1B[[OIIEMT ANCH0125 Tq TO 0057 { 5/8•8 • 2 3/e• EASED. TO POST { 3/B'B� 8' 1''y�� -�/1cC /''�/�1�I1�' /y,' /y�l,rr /y.' �/�t 'I, y ry,''y X71 BASE 00NNECTION CONT (ON FWTHW UVU ) ' ' L.L.•10 r/ 2•• J•. 3/1e• PTL, rA21- •X 3'% ANCHORS TO SLAB r/ :•a 3•: J/ts• [1BCO. AMCNOR JOSE r/ 2+Y WIND SPEED - 100 MP.H. WIND SPEED - 110 MPH. STEEL LALV-MII1 PLATE. a ]/IB• STEEL LR V. Y{SNC/ PL. STEEL CALVAMIZC WASHER DL IIT '• 3•• ]/%a4TL. PL ,���"O f,,"�4' y B'X .042• 8'XA42' $'X,042• 8*XO41 S.(a)- POST i S/B•B /te 5.1. TO DOST 1 ]/0•B CRLV. YASNER ® 4 - /1. 5:1.5:' YO DOST ill I& (e )- Il,a 5.1.3: INSERT CCY[RAL MOTES AYD SDCCIFICATIOMSt . • 2 3/4• ENDED. v • 2 t/2• EMBED. { . 7 • EMBED. TO 1`05. 1 2=518'0 % 7 ERRED. . t. Alu.l hila aoslpn and stresses are per the latest edition of the 0nlfor. L.L ? ANCHORS 70 SLAB Y/ 2•• J'• ]/I6' ANCHORS TO SLAB' L.L 30l AMCXO ?X'T' RMCMORt T4 PTL. Bul1din0 Cook, aro the 1982 aditton of the Alu Ll Construction 20 30 STEEL GALVANIZE ' Y/ 2•• ]••3/16• STCCL GALVANIZE • , STEEL6 GAANIZE' % 2X1/4' Z. AlterssN alu.lnuv allele urs be •eb.tle.e.a for tne...nasn, preela.e WASH[/ PLATE. WASHER vLAi[. - .As 'PLAT[. SiFEI .GALVANISE STEEL- PATE. r. r they • registered lith the Alualnu. Aasocl•tlen and neve •awl e /�� `OJ-� (•)- /te 5.1.5. TO 0057 i (2)- o - le 5.1.5. cam• TO DOST {121 -gyp/ (A)- Ile S.M.S. TO POST A-(2)- (4)- /16, S:I. S. 70 ,0057(4.5/B•B O 121.314'4 M9� , a (2) - 324•/ ACV greater rlald and uItleat• strength*. _ 3. All " rata .hall have • .lnl•u. 26 der .-v...l.8 strength o/ 2.000 3/0-9 . 2 1/2• % 7 • C1BED. 3/8.9 • 2 1/2' '7 • EMBED. I 8 B r••' , D••.l.ncencrate slab *hall ha"• 3j• •!nl•ua thickness and .hell De !n good condlelon. - L•L - b LOBEIENT TO SL ROD Yh•• 2•. ANCHORS TO PTL. r/IMVX 2'X I/4' EMBEDREMT TO ANCHOOS TO ETC. - L.L. IO (21 -1'f % WOONG Y- l2)-1 X G'CONC. •. All Iootings shall Dur Ilro. natural un-dl.toswd •ell o ` fill. 3/16• STL LALV. STEEL GALVANIZE -' SLAB Wise 2•• J/16' STL.CALV. V/INe X2'X r4' STEEL tAEVANIZE EMBED. AB.' EMBED- AB! ce tlfied w•1on vrueal leu b••ring pre*•ura 7,000 P.S.F. S. %n1 *tot ..*bore shall be not -dip Galvanized at electroplated end WI HIP DLATC, WASHER PLATE. WASHER PLATE. WASHER PLATE. - - _ enter. eo A. A -ase, Bred. C. a 24 (•)-' Ito 5.1.5. (e)- Ike 5.1.5. • B. Aivalnw fest•asss *Mil D* 2020-T4. All Bihar /•Stssats hell b. 0.1.ssIs" steel or taa.lw plated. All Dolts TO DOST i (2)- TO DOST -i (2)- OI P. -34'd M. B' ' (2)- 3/4.4 AES' .hall Cenlora to A.S.T.M. A-301 end n... standard tut plot• .•.hers. Mole for bolt* - L.L.• 1/e•B •-2• 1/e•B • 2• ` 8 a nail ba bolt dlaasc.r Dlus 1/16• u.Iw- !D 30 E18C01EMT TO SLAB Y/ 1•• 2• EIBEDMENT TO FTG. Y/ 1•• 2• L .L 2E1 12)-1'0%G' 121 •I'�%G'CONC. ., 7..'E.uns le. belts shall b• Mlltl R.lk Belts RB II carbon steel " equal •per 'I.C.e.o. E.R.Mo. 4627. All bolts Shall hail • ainlw• concrete 3/16• STEEL r 3h6• STEEL EMBED. A.W ENDED. A•B.• a dlaot• of, a bete disasters. •• r CAL U. WASHER D GALg. YASNER DL. B. faen lnaeal l•upn .hall war an Ldantir Ln t• g to, 91.1.9nw end , O • (a)- 116 S.O. p05T 1 3)870 G 121 ' 518' 1 M.S. (2)-5/S'4 M.B.M9 addrss• of tha aanufac. dsSlpn l0•0� and All lives partalning t!' -':c'- partleular instal latlon *hall w clreled. - 1.•., ' 0 X B• EMBED. _ 8 8 Prolsct, Dost sue ing, feeting dotal 1. ate. 10. Open lattice osit. Bever *hall not be *,closed vFtn any tipv of salla L.L!20 AMC nO, TO FTC.' r/2 X3•X3/16 L, L. 30 , (21-314 1%B' - (21-314%0)(stONc. astarlal, and the design load• n*.* nil ba.n •ppu•e t" the norront•1 - bro3.eted ar a of the 1*ttlt•, 6ft•te, ' ' ' ' :STEEL GALVANIZE EMBED• A.B.' '• EMBED. A.B� , be..., etc. per I.C.e.O. erlbri•. A 11. 'Far 11 detail tof•..nc... • • Sheet 12ef 12 7 (e)- 114 3.1.5 _ . .. • X 8.• EMBED. .. • . L L-30 --ANCHOR TO FTG. w}2`X351311G• I!1EEL.CAIVAMIIEso ` ITAS.O.S. .. To POST { 2-510'0 - L.L.-20X 7• ERRED. ANCHORS TO FTC. - , 6'%r%II _ +•. ' ' STEEL CALVAMI Z Z[ STEEL --_ - WASHER PLATE. l B0. E.S. EW\LL ATION' REPORT N0• 5038 b• �• 92 _ .NOTED �... K.K. s„gr FOX ENGINEERING Y JAMfiB M. YOX, STRUCTURAL fiNOINfifiR ��� No4N. TNLeo1ApN R0. DO�NlV, CAUp01M1• goA•o ,Neon a TTACJ lEDROCFED-TY covER W118'MAX oK L. 10,20E-30 PS.F WIND SF£ED•1006110MP.H. _ L1LlAMA-LATTMEAano COVER r LT NR2 B,, --LINC A.110 rBo2/278-622 1 r1___ =OF LATTICE RAFTER'/ 3'XS'XA4r NOTE: NO CRACKS WITHIN 2E6' OF POSTS SHALL BE PERMITTEO. POST SHALL BESET BACK A MINNIUM OF 4' FROM Sus, EXIS REST a�XRaA-rEq'�x „Ro PES"DANCE 1 ��� so "011 { I MAX. OVERHANG 2ey.SPAN HEADER/ SCAM -� 3'k 8'X.042" WI CHANNEL INSERT 312 THICK CONC. SLAB, OPTIONAL? SQUARE, STEEL POST, SEE TABLE FOR SIZE. 0 2 G 201jo I \S 10 FOOTING WHERE w1�J \, t'YZOO/'OC Sj PVGtVaE OCCURS, SEE ' LY2+J3 TABLE I ,/2' 3� \,�00�,/ 1 1 ATTACHED LATTICE / COMMERCIAL STRUCTURES LU w POST SIZES AND FOOTING SIZES IND a II/18.5/18.1/30.6•Ps.F UPLIFT= 14. �+ Cr POST SIZE FOOTING SIZE O til U7 MAX. POST HEIGHT MAX. POST HEIGH gp_g 3'SQx 062' 3'SQ.X.083' 3'SQ•X.125' 3'50..X.125 x8' W 8' - 7' I I'- D" 14'- ro" 18'-D" � - 7" 1 1'-0' 14'-6' (2)-1114SMS 90-C 3'52X.083' 3SQA.125" SSQ.X:188" 3"SQ.X.25" (2)-11145 WIND SPEED -8e EXPOSURE No sea WISUB NO sue W/SLAB 704_ 70 C AO B�1008 100C - 110 IS ]pg 3"54X.062" 3`SQ. X062" 3°SQXA83" 3'SQ.%.087" '- P • ' 2 -II W 70-C 35Q)tA83" 3SQX.083' 3"SO•x.125" 3'54X188" �W/SffiASNIDAe X 2'- 3' -O -SQ• I a MAX. 90-B 3 SQ.X.083' 3'52x.083" 3 54x125" 3S(Yx188" 3' 0 3 28 N 90-C 3 SQ.X.125" 3 SCLA.125' 3n5Q• X•188° 3"Sa x .25° x 18� - 19, ? - 1 ' X 5EE GE 1/4 WASHERV4 PLATE, ALUM. x J 1/4 WASHER PLATE, AILIM. 1. CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING. J ALLOY GOGI- 7. CONCRETE SLAB DOES NOT EXIST 1.11NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. . 1 1 iS RAFTER TO BEAM CONNECTION HIND SPEED B EXPOSURE TABLE C 70-8 3'SQx.OG2" 3"S0.XDG2' 3'SQX.•OG2' 3'SQ.X.083' SPEED & EXPOSURE a� WWIND 708 :0C90 6 90 C 100 8 I DOC . 1 10 8 � 70-C 3'SQXOG2' 3'SQ.XOSS 3'SQX125" 3%Q.X.125' 129' O S H 5`7" 1 9-1 gp_g 3'SQx 062' 3'SQ.X.083' 3'SQ•X.125' 3'50..X.125 MAX. L. L.' 30 P.S. F 12)-t714SJAS. (2) -010 -IG (2)-1114SMS 90-C 3'52X.083' 3SQA.125" SSQ.X:188" 3"SQ.X.25" (2)-11145 WIND SPEED -8e EXPOSURE (21-014 SM 704_ 70 C AO B�1008 100C - 110 IS 10� 14=9' 14'-9' 14=9' 14'-9' 14'9' 14'1" 11.9° 1 12=9° 401, 40 r 1 40.1. 407. 5-10-1 S'-7" J 5'-0" MAX. O�RHp,t WIND SPEED -6, EXPOSURE 10.9 MPX HEaw 100 C 110 B 11 O C EACH LEG. (4 -TOT) W1 U2 SQ. X 5EE GE 1/4 WASHERV4 PLATE, ALUM. TABLE EODTNO7E51 1/4 WASHER PLATE, AILIM. 1. CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING. ALLOY GOGI- 7. CONCRETE SLAB DOES NOT EXIST 1.11NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. OPEN I ATTIr.F-TVPI: rnRe►AE-RCIAL CROSS - SECTION GENERAL NOTES AND SPECIr1CA7IDNSi 1. Alwlnu. design and lues**. • • P.r t1.• 1•t•.t edition or the Unller. Building Code endthe tae. '•dIII_ of the 4IN1n.. Contrut tic. 2. nii.rn.t..1P•1 ...110rs a•r be •ubatltut•d for thou eh.... P-11.:6Mer are eaglolered Nth the Al"­IMeacLtlen end he.. •eu.l or greater rlald .n. „ltt Met, .b..at... 3. All trete .hall nave • alnleae 2e der Coa•reaelye etg" IF 7,000 P. •.to1.*1­9"Con rat. e1M .hall h... 31' .1n1- tnl"Wn... And •hell be 1. g".d tendlllen. 4. l Alroll ing. anell Bear on Iln. eaWr•I un -dl eturbea loll or B.1•alrl•d illi. Dolgn earl lt•1 •"IJ b.. ri ng Pneaue• .1.000 111 •teal •.Mer• .hall be not -d 10 ..1.•nl ted or .l•ct-pi.t•d end 6. Anrora to A. S.L.A. A -ace. Grad. C. lt Nl.wa rlet•nen *hall be 2074-A. All other n•t•n•r. shell be BeI A J .d •tell er C.dalua Plated. All bolt• Snell con/or. to A.S.T. M. A-307 and he.. .t.nd.,d cue vE1t. -...Net*. Moles rer beltN .hell be bolt dl.eat•r Plus 1/16' eaelau.. 7. EMP.n.lon bolts •hell be Milli R.IN Belt, RB 11 car" steel dr ea.41 ear 1. C.B.O. G.R. No. 4627. All.'belt• .hall .neve .. P1nL.• cgn.lgt, e. Gedge distance or a boll Ol.e.ter A. en I..t•ll•tl en hell bear an ld•nttrring tea 91.1.9 the nar And .ddreae or -the eanulectu re t, de.lpn lead• and encloeabilltr: 9. All It%. P•rt•lntng to •cn .......ter 1n.t.11.tL.n •hall be clrcbd. 1.... Pr01•Ct, Post .Pee Ma. looting detail. etc . _ t0. DO•n Lett..• DAli* eeaea •hall not b• •nCleud .len am tree o1 ."ltd rt•rl•1. and LM ..... lose• nwe onlr bean •Potted t" M. herto.l I Ptel.e led MY. o1 the latlea. rHbn. Duo. sec. oar 1. C.B.O. ru�11% n , tror a detail r•f.,.nc•.. ••• Sheat II o/ 12 1n/VIY1v1N1 r1L11JNN0'ADLC mp%r 1 L`2'E to, F7A1V - ) A (s A 1)4L L.L.• 20 PSI.' - n RAFTER TO BEAM CONNECTION HIND SPEED B EXPOSURE TABLE C WIND SPEED �'DFO6URE SPEED & EXPOSURE WIND SPEED & EXPOSURE WWIND 708 :0C90 6 90 C 100 8 I DOC . 1 10 8 I I O.0 17= 9' 17:x' 17=3" IY9` 14-1:' I 16-10- 1 129' 40 % 40 5, 1 40: 1 G'-0" 1 7'-0' 5`7" 1 V-8-1 5- 0- MAX. L. L.' 30 P.S. F 12)-t714SJAS. (2) -010 -IG (2)-1114SMS (2)110 -IG (2)-11145 WIND SPEED -8e EXPOSURE (21-014 SM 704_ 70 C AO B�1008 100C - 110 IS 14, 14=9' 14'-9' 14=9' 14'-9' 14'9' 14'1" 11.9° 1 12=9° 401, 40 r 1 40.1. 407. 5-10-1 S'-7" 5-10 5'-0" MAX. AXIMUM ALLOYWBLE HEADER/BEAM SRW-3'x('X 042" B ' Lm L* 20 P.S.F. W/CHANNELINSERT WIND SPEED -6, EXPOSURE 10.9 170 C 90 B )90 C 100 B 100 C 110 B 11 O C 13'-9" 13'-9" 1 13'-9" 1 IV -1'• I IS -9" 1 12'-3„ 1 13''GV I It=10" L.L.-30 P.S.F. WIND SPEED Q EXPOSURE 708 1 70C 906 1 90C 1 1008 1 100E I 1108 110C 2'-7e I 12'-7-1 12'-7" 1 4-J" 1 12=7" 1 12'-3' 1 12'-7° 1 I1'-10' FASTENER CONNECTION TABLE B 13EAM TO RAFTER TO BEAM CONNECTION _I TABLE C WIND SPEED �'DFO6URE SPEED & EXPOSURE WIND SPEED & EXPOSURE WWIND 70- B 70-C 90-6 90- C Q TO RAFT. ITO BEAM 170 RAFT 110 BEAM TO RAFT. I TO BEAM TD RAFT. TO BEAM Q L.L.. 20 P.SJ. g 30 P.S.I. L.L. - 20 P.S.I. & 30 P.S.I. (2) 5/8'P 12)-t714SJAS. (2) -010 -IG (2)-1114SMS (2)110 -IG (2)-11145 (2)-NI0-IG (21-014 SM (2) -E710 -IG 14, EA. LEG (4-10TAL) X 314 TEKS EA. LEG EACH LEG 14 -TOTAL) X 3/4 TEAS EACH LEG EACH LEG (4 -TOTAL) % 314 TEKS EACH LEG EACH LEG X 3/4 TEKS SHT. 11 14 -711T.)(4 WI 112'54 x -TOT.) WI 11/2 SQ x 14 -TOT) W/ I V2 So. X (4 -TOTAL ) EACH LEG. (4 -TOT) W1 U2 SQ. X 1/4 WASHERV4 PLATE, ALUM. WASHER PLJITE,AWM. 1/4 WASHER PLATE, AILIM. 1/4 WASHER ALLOY GOGI- ALLAY GOGITG . ALLOY GOQTG FIATE,ALUM. ALLOY GO6FTG i►IRRr I L1Y0 AL 1OX. MAN.. FOX ENGINEERING JAMES M. FOX, STRUCTURAL ENGINEER 9000 TEL9NNAPH ND. DOWNEY. CALIFORNIA 00340 TABLE .A .7/40 P.S.F 140 13EAM TO POST CONNECTION . 3'SQ. POST + (2) - 2'X 6 1/2' TABLE C WIND SPEED �'DFO6URE TO BEAM TO POST WIND SPEED $EXPOSURE -o BEAM TO POST E\1 u J J 70-B ® ® - M90 J J 70-B O Q 70-C (3)-5/8"0 (3)-5/8" 0 -C '11(2)-5B"0 (2) 5/8'P 90-B 2 (3)-1/2'.0 (3)-I/2'� -B (2)-5/8'0 F (2)-5/8'0 90-C (3)- I"� (3)- 1"0 -C (2)- I'Pf (2)- i►IRRr I L1Y0 AL 1OX. MAN.. FOX ENGINEERING JAMES M. FOX, STRUCTURAL ENGINEER 9000 TEL9NNAPH ND. DOWNEY. CALIFORNIA 00340 TABLE .A .7/40 P.S.F 140 QEST TYPES ■❑0AND ARE USE RD A ARL USED r0i00IIN 'TIES MADE v i �CD�°Nvi G Slti1 .... EBS 5 v / t4W�w ror 'tu71t ;,j. �Ao. 7.21 A6 8 OF 12 POST TYPES . 3'SQ. POST + (2) - 2'X 6 1/2' X .024' W I (8)-# 14 SMS. 3' SQ• POST+ (2) -'2'), G 1/2" X .032" W / (8)-* 14, SMS. © 3'SQPOST +(2) 2'X61/2' X024' W/(12)-014 S.M.S. ® 3m SOL POST+(2) - 2'X G 1/2" X.032' W/ (12)= 114 S.M.S. QEST TYPES ■❑0AND ARE USE RD A ARL USED r0i00IIN 'TIES MADE v i �CD�°Nvi G Slti1 .... EBS 5 v / t4W�w ror 'tu71t ;,j. �Ao. 7.21 A6 8 OF 12 LATTICE / SEE DETAILS SMT. I I red WIW Z J 'IG'MAX. UVERHANG HEADER W - SEE TABLE A FOR >i y{ SIZE, POST SPACI 2 RAFTER, FTG. SIZE b MIH. NO. ' ( 3'X 8'X.042') OF POSTS. J POST: SEE TABLE. A, •312 THICK CONC. SLAB" SHTS 9 S10 FOR ?A•C'rNG 9 . OPTIONAL SIZE. �SZNt a ��,0�' a NO f 6N of JitGE �e P .WW M NOTE: NO CRAGS WITHIN2LG'OF POSTS SMALL BE L J SET- Lf,NO K,\NSM PERMITTED POST SMALL BE SET BACK A MINI MUM FOOTING foP c�EE . OF 4' FROM EDGE OF SLAB- - SEE TABLE A NOTE: THIS OPEN LATTICE -TYPE STRUCTURE RAT NOT BE ENCLOSED. FREESTANDING OPEN LATTICE -TYPE PATIO COVER EADER SIDE FLT? P CROSS-SECTION GENERAL NOTES AND SPECIFICATIONS: 1. Alwlnu. daalgn and .era..•• •r• per the latest ad l tion or the U,ifor• B.IId1.g Code And the 1087 edition of the Alwlnw Con•truetlon 7. Illbiedb •ludnw alloys say be •veaitu tea /or 'no•• •.Oahe provided •'thA. .r. ..giat.[.d Nth the Alwlnu. A..eel•eloa end Ie . •Ow1 er dr..t.r yl•10 and ulewt• •tnnOtM. ]. All o tab .h.LI her. • .lnl.u. 7B der coepr•••l,o strength of 7.DOO p.s.l."Ca.... to also hall have 3L• aI.I. thICkneem i,d shall be In geed tondltion. •. All roeting• shall bear,,fir.. edtul .-disturbed sell er arttfl.d fill. Deign vOrticre,l *oil bearing enuur• • 1,000 P.S.F _ S. ALL •real .*abl•hell be hot -dip 9,1r ,.ad °[ Art; ablated and nror. to A.l.T.A, A-.46. C'.d. C. • A. Alu.lnus f•.Nnere .hall b• 707.-T.. All other fast..•[• nRll be palrsnla.d teal or ud•lue pl.t.d. All bolt. •hall center. to - A.S.T.R. A-lo7 and news standard cut plate ...here. Holes for bolt. .MI1. b• bait diesels, .1.s 1/16• Real— 7. Eapan.lon bolt. .hell b• Nlltl ■.l• Bolt• NB II C.rbpn •teal or •Cull per I. C. B.O. E.R.Na. 4617. All bolt• he n.v a aimed. cane,•'• .d0• dlatance of B bolt dlwar.. 8. Each ln.t.11.t ion enol bur an identifying tag giving the need and •d0reu or the a nur.etunr, du l9, load. end •neloult 0. Alt Ire•. Pertaining to ucn P.r ticu Lr ins Nl Ltl,*142!%. el riled. I ea.. P,.Jett. poet •pee ln0.' footlhg dotal l. etc. 10. open lattice part, sew .hall hot be enclosed .stn any type of •olid edrerlsl. and the design load* "are enll bean .Oailed to the horront.I projected era• of the I.ttice, ,afters. bases, etc. par. I.C.0.0. [lt.rle.a • n. for a eeau r•e.,enee•, ua 6ne.e II of 12 reBLB FOOTNOTES: fTr:r cnnn"��u""^■NT inui !. LUNERC IC 3CNB �OI.l; 4U1 ♦'YLST 'AND NO SLPB HILL BE CONSTRUCTED AS PART OF-.TH LA. -I NiTALLAT ION. FASTENER CONNECTION TABLE TABLE I B [SEAM TO RAFTER TO BEAM CONNECTION J WIND SPEED & EXPOSURE FREESTANDING LATTICE / COMMERCIAL STRUCTURES 7C - B 70-C LU POST SIZE AND FOOTING SIZES WIND 11/18.5 /18.1 /30.G UPLIFT• 14.35/2 LU 40 TO RAFT TO BEAM TO O BEAM POST SIZE FOOTING SIZE L. L. - 20 P.�.S.I. b • 30 P.S.I.• /A/AWM COMPANY ST. C6 g `MAXIMUM POST HEIGHT MAXIMUM POST HEIGHT (2) -410 -IG pz w 8' 7i1 110' 14-6' 181 0" 8'-7 1 1-0° 14'- G' 18 EA. LEG X 314 TEKS EACH LEG NO SLA W/ SLAB'ND SLAB I W/ SLAB NO SLAB W1 SLAB NO SLAB X 3/4 TEKS 70-B YSO.X.OG2' 3"SQ.x.OG2' 3"SQ.X083' S'M.x.083' 2''6 , ' J-2 50 EA. LEG 14 -11M.) 70-C SSQX.083, 315Q.X.063' 3'SQ•X.125' 3'SQ.x J68" - I - 32'50 X2=1I" bLa IV xl a 90-B 3'54.x.083' 3'3Q.%.OB3" 3'SQ x.125' 3"SQ.x J68' 1Q'p,Jyr , , 1$'o Yz 5p. W11/2•SQ. x 90-C 3 SGX 125' } SQ.x.168' Y S4G X.25" 3 S4.X J88' -4 18 A, 3X7 54 I! a 3-I I' IS' n 4'- 2'uSQ N .LEG ( 4 -7071 W1I U290. x 1/4 WASHER J 1/4 WASHER. 1/4 WASHER J SHL 11 PLATE, ALUM. PLATE.AM. W PLATE•ALUM. PLATE,ALUM. LL: 70-B 3'SQ.X.ou2 3"54.X.062' V54XOG2' 3'SQ x.083' - 2-4 SG. 18! L _g . • x 2X11 s u Vi 70-C 3'SQ-x.052' YSQ� 083 J SQ x J25' 3'SQ.x.125" 2-6' 2•-1 , 3-O I 3-6 a 90-B 3'54.X.062' 3"SQ X 1083'3'SQXJ25' 3'SQ XJZ5' 2'-9 x 151,„ StO I - X In 90-C 3,50:X.125" 3"SG.*.125 3"SQ. xJ88' 3'SQ.X .25 V- Y IA-- 1„ 3`7-542.- X IA'x - 3- Al -IXIS J J reBLB FOOTNOTES: fTr:r cnnn"��u""^■NT inui !. LUNERC IC 3CNB �OI.l; 4U1 ♦'YLST 'AND NO SLPB HILL BE CONSTRUCTED AS PART OF-.TH LA. -I NiTALLAT ION. FASTENER CONNECTION TABLE TABLE I B [SEAM TO RAFTER TO BEAM CONNECTION J WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE Q 7C - B 70-C 90-6 90-C ~ 10 RAFT. TO BEAM I TO RAFT. 1.10BEAM TO RAFT TO BEAM TO O BEAM C LL. • 20 P.SJ. & 30 P.S.I. L. L. - 20 P.�.S.I. b • 30 P.S.I.• /A/AWM COMPANY ST. (2)-014 SASS. (2) -810 -IG 121.1114 SIAS (2) -410 -IG (2)-0149 I&S 121 -010 -IG I?) -014 SM (2) -010 -IG 90-C (2)- I'4r EA. LEG X 314 TEKS EACH LEG X 3/4 TEKS EACH LEG X 3/4 TEKS EACH LEG X 3/4 TENS 14-10TAL) EA. LEG 14 -11M.) 1 4 -TOTAL 1 EACH LEO 14-TOTALI EACH LEG (4 -TOTAL 1 EACH 14 W11/2•SQ. x 1 4 -TOT.) W11112.50. % ( 4 -TOT) W/ I 112 So. x .LEG ( 4 -7071 W1I U290. x 1/4 WASHER 1/4 WASHER. 1/4 WASHER 1/4 WASHER SHL 11 PLATE, ALUM. PLATE.AM. W PLATE•ALUM. PLATE,ALUM. ALLOY GOGI-Tli ALLAY GOGITG . ALLAY GONTG ALLOY 606-74 ,_7.28.92 1015 KK. CKANrEDSHT#QT09- �w1m '"m""`ed•'• FREESTANDING LATTICE - _,.NOTED � FOX ENGINEERING mm RIL CO►AMERCIAL STRUCTUF K.K. JAMES M. FOX. STRUCTURAL ENGINEER- L..L.- 20 d 30 P_ SF SPEED 6 EXPOSURE 8080 YBLAORARM 00. DOWNIT. CALIFOR41A 90240 70-8 70-C 9" & 90-C TABLE POST TYPES 0.3'SGLPOST+(2)-2'X61/2' X .024' W 1(8 )-# 14 SMS. 3' SOL. POST+ (2) -'2'y. r. 1/2" X .032" W / (8)-* 14' SMS. © 3' Sa POST + (2) 2'X 61/2' X 0 24' W/ (12)-•14 S.MS. . . ® 3ASQ POST+(2) - 2'X G 1/2" X.032• W/ (12)=114 S.M.S. N •TYPE5 11 AMO ❑] AR[ USED fall SL�O CC E]TION. TOST TTOE5 Q ARD LNf ARE USE. /OR FOOTIND . - CORD I O■. R. P -( .a..W,a4 Of A i. / N [SEAM TO POST CONNECTION REWN TABLE I C WIND SPEED & D(F'OSURE BEAM TO POST WIND SPEED'BEAM & EXPOSURE lCE'P4T10 TO POST N D J J 70- B L_J C 0 r' " --I J 70-B /A/AWM COMPANY ST. ❑2 70-C (3)-5/8°0 (3)-5/8' 0 70--C (2)-5/8'0 (2)- 5!8'Rf .90-B (3)-1/2'Jz' (3)-1/2"0 90-B (2)-5/8'0 (2)-'9/8'0 90-C (3)- 1". ( 3)- 1"0 90-C (2)- I'4r (2)- 1'0 ,_7.28.92 1015 KK. CKANrEDSHT#QT09- �w1m '"m""`ed•'• FREESTANDING LATTICE - _,.NOTED � FOX ENGINEERING mm RIL CO►AMERCIAL STRUCTUF K.K. JAMES M. FOX. STRUCTURAL ENGINEER- L..L.- 20 d 30 P_ SF SPEED 6 EXPOSURE 8080 YBLAORARM 00. DOWNIT. CALIFOR41A 90240 70-8 70-C 9" & 90-C TABLE POST TYPES 0.3'SGLPOST+(2)-2'X61/2' X .024' W 1(8 )-# 14 SMS. 3' SOL. POST+ (2) -'2'y. r. 1/2" X .032" W / (8)-* 14' SMS. © 3' Sa POST + (2) 2'X 61/2' X 0 24' W/ (12)-•14 S.MS. . . ® 3ASQ POST+(2) - 2'X G 1/2" X.032• W/ (12)=114 S.M.S. N •TYPE5 11 AMO ❑] AR[ USED fall SL�O CC E]TION. TOST TTOE5 Q ARD LNf ARE USE. /OR FOOTIND . - CORD I O■. R. P -( .a..W,a4 Of A i. / N REWN .z cel lCE'P4T10 COVER ,de -SIL• ImA /A/AWM COMPANY ST. - (602)2M-6224 uta. 9 OF li TABLE A =T- 29.2/45.2/35.3/59.5 SIZE HEIGHT -G" I Is' -011 N ATTACHED LATTICE / COMMERCIAL STRUCTURES w a POST SIZES AND FOOTING SIZES WIND = 22.3/37.G/27/45.5 3'11254x.189 1GIQXs W69X3-o' '3S&e'I1 RX 3-4'4154%! W6x3-Ir t4SQX bX3-II' POST SIZE 3'50,%.125' FOOTING 350..X-188' oD 0 MAX. POST HEIGHT 110 C SSQ.x.125' MAX. POST 3 za w 8'- 7" I - O" 14' G'1 18'- 0" 8'-7" i l -0' 12)•114-14 TEXS, EACH (3) 14 M. B' l 4 - TOTAL 1 LEG. (4-TOTALI l4- TOTAL) NO Sine WISLAB NO SAB WISLAB N LL 100 B 3'50.X082' 3'50X125' 35(1x.188' 35ax.I8B' '254X18 IdOX 2i0 S55Qxg a"OX y0' 3 N a 100 C 3'SQ.X.125' - 3'SaR188' 3'SQ.X..IBB' 312'SQ,x188' 3?SOX-8 • 30' '95Qx1i 80X3.4' 3"50X125' 110 B 3'SQXI25' 31512.X.125' 3'54X188' 3'SQX.25' 3•d 18VX3'-O' S-75QXg giW 4" N 110 G 3'512X125" 3rSQX188' 3'50.X25' 3V2SQX25' 3-75Q• IBiA3'-2'3-IdSgdBBaX3(5' J 31 So. X. 188-, 110-C 3'SQX 188' 3U2!SQX.IW J _ J TABLE A =T- 29.2/45.2/35.3/59.5 SIZE HEIGHT -G" I Is' -011 N 100 B 3'Sax.069' YSQx083' 3'54X•125' 3°50.X.188' 3-IOSQX ➢lt2=B' 32bQx18'16xx2=10 3'Gb=Er 6X S-2 31B50X 18eX}p' a 100 C 3, SQ.x 125' 3`SCLX.G8' 330.X.IBB' 3'11254x.189 1GIQXs W69X3-o' '3S&e'I1 RX 3-4'4154%! W6x3-Ir t4SQX bX3-II' OM 110 B 9SQ'x. OW 3'50,%.125' 3'SQX-J88' 350..X-188' - '-ZMxl8190X210. TSS4xg1116i% 3:0' '-6ta4 X3 -d 511(94 I&X3- LL., 20 P.SF & 30 P.S.F. 110 C SSQ.x.125' 'SQ.X!188 3'SQX.25' 312SQX25' 3-7'509.18 g'PX3`-2' 3'-7bW 3.5• '2!SQX g"yX3-9' '-G 4=0' J J (21-114-14 TEKS EACH 12)-14 SMAS. EA. LEG 12)•114-14 TEXS, EACH (3) 14 M. B' l 4 - TOTAL 1 NOTE: REFER TO SHT. 8 & 12 FOR CROSS-SECTIONS & DETAIL CONNS. TABLE FOOTNOTES: 'CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING. :.CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS ,PART Oi THIS INSTALLATION. FASTENER CONNECTION ( ATTACHED & FREESTANDING) TABLE C BEAM TO RAFTER TO BEAM CONNECTION a WIND SPEED a EXPOSURE WIND SPEED S EXPOSURE WIND SPEED & EXPOSURE 100 B 100 C 110 B. 110 C 111 TO RAFT I TO BEAM TD RAFT TO BEAM M RAFT. TO BEAM TO RAFT TO BEAM (3) V,0kw L.L- 20 PSF B 30 P.S.F. LL., 20 P.SF & 30 P.S.F. 10 121-145...5 EA. LEG (2)-114- 14 TEKS, EA. 121-14 S.MS, EA. LEG 121-114- 14 TEK5, EA. (21.14 SAILS, EA. LEG (21-114-14 TEKS EACH 12)-14 SMAS. EA. LEG 12)•114-14 TEXS, EACH (3) 14 M. B' l 4 - TOTAL 1 LEG. (4-TOTALI l4- TOTAL) LEG' ( 4 -TOTAL) t 4 -TOTAL) LEG' (4-70TAL) l 4 - TOTALI LEG, (4 -TOTAL) SHT II W J J 3"50X125' 3'SCIX•188' N 100-C YSQ.X.125' TSQ.x.l88" 3'50.X.25" 3vSa%.183 CL. 110- B STANDING LATICE / COMMERCIAL STRUCTURES OneT c17C Gnln P(Y)TImr- cnrc 1A/Intl) . 90 -2 8'-7" 11'-011 14'-G' 18 -0' '1x.083" 3'Sa•X125' TS2x.18B' 3'SaXl88" IL BEAM TO POST CONNECTION«paim&��E D WIND SPEED 81 EXPOSURE BEAM 2 SHT. H TOPOST SHT N WIND SPEED & EXPOSURE TO BEAM 0 SHT 11 TO POST 3NI 11 3'50.X.125" 100-8 (31-518'(M.Se (3)-3140'M.W 110•('. 100-B (3)-5jo M,Ba (3) V,0kw (i N a 0 N li d lO 100-C (31-314VMW 131-1f M.8! IMC (3)4470M -W l3)fo MB.' 110-6 131-3/40 M Bt (3)-1'0 M.B.\ 110-13 (3) 34 dµ B' (3) 314 e►t 8! 110-C (3)-1'0 M.B$ 131- I"I° MAO 110-C 131 IK MB.' (3) 14 M. B' J J J W J J STANDING LATICE / COMMERCIAL STRUCTURES OneT c17C Gnln P(Y)TImr- cnrc 1A/Intl) . 90 -2 8'-7" 11'-011 14'-G' 18 -0' '1x.083" 3'Sa•X125' TS2x.18B' 3'SaXl88" IL 100•C 3'50.x.125' YSQ.X.188" 3'SQX.25° 3u2SQx188" l/7 CLI 110-B 3SQX.125" 3'50.X.125" 3'50.X.188" TSQ X.25" O 110•('. 3'SQ•X.125' 3"50.X.188` 3"54X.25' 312'50X25" N A J J W -B 3'SQX.OG9" YSQX.083" 3"50X125' 3'SCIX•188' N 100-C YSQ.X.125' TSQ.x.l88" 3'50.X.25" 3vSa%.183 CL. 110- B 3'.SOX.083' YSQ.x.125' 3'SQX.188' 31 So. X. 188-, 110-C 3'SQX 188' 3U2!SQX.IW 3'SQX 188" 312S(LX.25 J J 3'-711Mx 18118•oX 1 NOTE REFER TO SHT. 9 d 12 FOR CROSS-SECTIONS & DETAIL CONNS. TABLE FOOTMOTES: 1, CONCRETE SLAB (EXISTING OR NEW) COMPLETCLI SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF IN 15 INSTALLATION. TABL E '29.2/49.2/35.3/59.5 11'-0' 1 14' -G" 1 18' - AB I W1 SUB I NO SUB I NO SLAB I WI SLAB IN ASSEMBLY INSTRUCTIONS FOR FASTENERS TO WOOD 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 WOOD 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 LIG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. WOOD SCREWS - LEAD HOLES FOR WOOD SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE WOOD SCREW ROOT DIAMETER IN WOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RSCEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF TILE 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 HANKER. SOAP OR OTHER LUBRICANT SHALL BE USED ON WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND TO, PREVENT DAMAGE TO THE WOOD SCREW. "NINA, NOTES AMD SPC[li I[AT IDMS: 1 A....... d.elpn and stns... are . par the latest edition or the Untfore 'Bullding Code .M the 1902 Coition of the Aluminua Can.t Fuc it.. 2. Fit r"1,1.t• .m.ln". alloys ANy b..ub.tltut.d for those sho.n. Dro.ld•d they are registered 11th the Alu.l... Association and h... •9..1 or greater yield And ultimate strength.. I. All co rete *hall he A ..Inlw 29 der .neem..(.. •t ... 9th of 2.000 p. m.l.�Concrete also .hall ha.. 3j• mini- thl...... end .hall be In good mndltlen. A. All reett.9i .hall gear on tire, n.t.r•l u._dl.tu.b.d ALI or . e.tlfled fill. D..lgn ..rtic.l ..it bear Ing 0....... m 1,000 P.S.F. S. All -.tell .ember. •hall b. hot -dip 9.I.anl.ed dr al.ctropl•ted And B, ionto. to A. S. T.M. A -NAB, Grade C. lu.lnu. FAA e.na­hall ba 2024-T4. All the, fast .nar. hall be g.le.nl..d steel r eae.tu. Plated. All bolts .hall conform to A.S.T.% 1-107 .ndohe.a .tand•rd cut plat. ...her•. Hol.. for bolts hall be bolt at...tA, Dlu. 1/18• ... 1.. 7., .E.P•n•ton Do It* shell be Nlltl K.1k Bell; .8 It carbon steel or abual Par I.C.0.0. C. A. No. 4827. All bolts •hall h•.e • minIw concrete adg. dlat.nm or 8 bolt diameter•. B. Earn lnaeualen .hell be., .. la.ntlfYt.g tab 91.1.9 the - And •dare.s of the .anuractueer, design teed. and enc IP.Abluty. 9. All Its.s pertaining to each Partic,ll•r Installation .hall be clreled, lea., pttI11t, poet sP..Ing. t.atln9 detail, etc. to. been late le. Oil' comer shall not be •. l...d .Ith any type or ee ..(.010.1, And the daelgn I.... he.. only b..• awu.d to en. °ono, Oroleclad area or the lattice, r•/l.ra. beau. ate. par I.C.\ 11. For 1 .stall r•rar•nc... a.. Sh..t II of 12 I I.GRO E.S. EVALUATION REPORT NO. . _ 10 Is 9z .�1AX. FOX ENGINEERING �^ MAX)° E JAMES M. FOJ[, STRUCTURAL ENGINEER 9090 TRLIGNAFH Ree. DOWNRY. CALIFORNIA 909.0 •• •� a FREE. LATTICE -TYPE ALUM• -LATTICE PATIO COVER 287'"�°'COMMERCIAL STE2UCTURES WIN• 20 430 PSF.VAL EY ALUMINUM COMPANY WIND SPEED 4E%POSORE5038 1oo-B , loo•c, no -B d Hoc w. ulvcoLAr sr. reo2127e-62241.7. 12 ... NONE _..._KLM 3.0 A 0' i----2.75' I R..05• R.•05' 20' 3.0•� R..05, STEEL 14' X-3• X.044 • A25 r2.0' I R •.05' 7R -1.5' •.OS' 11/2 SQ. LATTICE � 3'O.C.MWIMUM EA. SIDE (.2 -TOTAL) STEEL POST FOR L ATTIE •TYPE,SHT• 2 LA. SI E 718'X 0'•3• I I TMRU BOLic_: EA. SIDE l 2-TQTAL) I WI.8 X 2 S.N.S FOR ROOF EO-TYFE. . 1 I REFER TO POST G5' C�EA•RAFTER(TYP) - 845E CONN TABLE 1 FOR TME TYPE OF t4 GA. EL x 8 T STRUCTURE SELECTED CHANNEL SEE TABLES 3.0' L5' •018' 3• IN .0' 8ASTN AUG °• FOR THICKNESSES 6.5° 042 }'SD.POST tam_ ,I I SEE TABLES FOR THICKNESSES .024• 1.75' RAFTER .032' TYP. SEE TABLES FOR USE AS RAFTER. ! -------- `..SIDEPLATE - l RAFTER) CONCPETE ANCIIOFiS REFER TO POST BASE 3004 - HN. EA. SIDE 3004 - M 3G CONN. TABLE FOR THE TYPE OF STRUCTURE 300 ALUMINUM ALUMINUM - SELECTED. ALUMINUM ALUMINUM � ALUMINUM ALUMINUM BEAM/ HEADER W/CHANNELINSERr I RAFTER 2 POST W/SIDEPLATES 3 I Y2 SQ LATTICE 4 LATTICE TO RAFTER CONN. 5 DBL. ANGLE IST BASE CONN. 6' NOTE; FOR SIZE E NO OF FASTENERS / A.B.9) SEE CONNECT ON TABLE FOR THE PARTIC D. PATIO COVER OR ROOF STRUC711� SELECTED.-- NOTE: FOR POST BA STIFFENER/WASHER CONNECTIONTAB PLATT. SCC POST BAST CONNECTION TABLES. 2 7/ . -.._ _-� 8"RAFTER 6 I d2 ° RAFTER (A 24'O.C. 3'X B'X042'RAFTER - .- 'x B'X.042'WIINSERT 112• 212' HEADER.R' EM 4 (LE U2•M. R' EA ANGLE i W/STD WASH R. 8 °°r'K '� 24' O. C. w I WASHER PLATE �-3x3x511Gx O-3 11/2 •040° V.040"01600 -Tr. ALUM NUTC: FOR SIIC OF ST If f[NCR/YASRCR PLATE. SEC POST BASE CONIICCTION.TABLE5. ' 1/2' 1/2'• SEE'TABLE SMT 2 -EA SIDE iRAFTER (2) TOTAL,, ALUM ALLOY TY(' .040°Q• 3004-H36 AL11A1. �..__ TMK STL,AjfR 1 I 'Y 2 ,TYP RLUM.ALWT' I 6063 -TG OR 17/88 I 3004 - H3G TYP .I I 1• 1 60GI -TES _- .._ S�EWS NOTED IN DETAILS N P_38E a CENTERLINE W 1/2'MLN. EDGE - I I BEAM/NEARER: UM.ALLOY' 1 :•^'`T�.,.FASTENER,PERL L.L • 10 I" �• -- L ALLACALLOY GOGI-TG ��2' L�3004-H3G GOG3-TG OR ----- I i TYP. DETAIL R I -- 2�' 9• 2121 I I (3)-518'1 M8 L.L.• 20 B 30 (31 - 112"AMB. _ I N G V RAFTER 3'X 8'X.042' ------ I�• 3'x 2' 53'.X 2' 8 214X212 I HEADER /BEAM AN W/CHNEL INSERT SEE VARIOUS DETAILS - 3 X 114 ANGLE. EA. SITE OF POST. ASTM, A-44G,F11401(SI Nm:_ FOR SIZE& N0. OF FASTENERS/ I S N I I - H�.RAFTER NOTE: ♦ W•21/8'OR 17/8'FOR 61/2•RAFTER S, NOTE: 3'50. POST A.B.S SEE CON1ECIlON TAKE FOR TtE£RARfICUI/Yt Fi'1T000VER QI 3 SG X 2 /2' REFER TO SFR. 10 FOR USE OF THIS. # W-31/8'OR 27/8 FOR 8' RAFTER. REFER TO.SHT2FOA nOOF 57RLICTURE SELECTED. USE OF THIS COF11. POST BASE BRACKET/ STEEL 7 POST BASE FLANGE BRACKET/ ALUM 8 BRACKET / RAFTER /To eM/HDR. 9 ANGLE CONN. C. RAFTER/HEADER BEAM 10 "U' BRACKET - GENERAL I I DDL: ANGLE 00NN-G HEADER/ POST 12 "cFOR d NO, OF FASTENERS / A.81 I12°X 112 %'OG2' (L ` 3") _ \ I.SEE CONNECTION TABLE FOR THE ) - W63 -TG ALUM CR I V2 X I V2 iRARTICULAR PATIO COVER OR ROOF X .040 3OD4-H3G ALUFt(L•3' t„ST4UCTURE SELECTED.- EA. SIDE. -- POST SIZE\POST 3'SO• COLWlt 80.5E (7 $ SNTS- .f�F OF lc`sy.0 , •'d' _ L.� 2.-�B SMS: EA. SIDE TABLES �TYP.3G FlNISH GRADE t /_! RAFTER All, C 24`O.C. MAX.SEE 4' O.C.MAX o o -I� Vj a,�/� ..I/4O O . .S MIN. U'. BRA ,II... RAFTER BEAM/HEADER y'I BRACKET WI2=•14 9 SLLS. TO BEAM Br4-410. TO RAFTER. SHY. � .. EMBED POST � .. , DEPTH - 3W 1XICL.ONG iSUOTTED Y i A.n I IR Te WK aNM.S'WIT.GRADE �(� IVIG'/ROD 4 SEE SST. 10 FOR ASSENRLY (2) -*10 WAS. FA LEG i SEE TABLE 2' BOLT THRU POST INSTRUCTION FOH MOOD TO BEAM % (2)- IN 10 SMS. SCREWS. 24• MAXIMUM _ SEED S 10 24' MAXIMUM --� � � I 1 �• EA LEG TO RAFTER. G' MINIMUM BRACKET NCTE: 2•i20x3NN000$ $ LL•20BI FaR$QE NOOFFASTENERS/- SHT.11 G' MINIMUM PA1 51RFA� a`�^ t 4 PA • E' URFACE ' "T , MI,L`CRCr• !rs�.. HEux-9-GAu50) $ r ir�rTs r. ': % 4'1 ! 30FSF. AFOWIPp 51PR 1000 A.B.• SEl I ECT10NTABLE �\ 1106 BE ILOC FOR TI[ PARTICULAR PATO COVER FOR SIZE d NO. OF FASTENERS/ A.B.' FTG. SIZE ZINC x B.P. F ra . - 2)- rt 14 X 2 314' WDOD SCREWS ALL •OR ROOF STRUCTURE SE LCCTED. SEE CONNECTION TABLE FOR THE SEE TABLES IG' 9' (BASEPLATE DIMENSION, •' <'`� ER DESIGN LARDS. MUTE: FGRSIZE Of STIfCCHER/YASNCR PLATE. SEE RAFTER TO BEAU CONNECTION TATEES. PARTICULAR PATIO COVER OR ROOF STRUCTURE SELECTED. USE FOR FREESTANDING ONLY WELL COMPACED SOL) N \ ' WALL CONNECTION 13 RAFTER TO BEAM/HEADER OCNN. 14 RAFTER TO BEAM/ HEADER CONN. 15 EMBEDDED POST Q ro POST 10 SAFETY. STAKE 17 ST 10 ABESCO ANCHCR 18 4P 14 SMS. Y 4 SCREWS II EAM IRECTLY OST IOST SPLIMALL OCCUR OVER AN INTERIOR NOT PERMITTEDLA y2 21 SF(L PER SIDE ' 2- WIT I E 3'SO• POST � SIDE AT SIDE.PER •!.�� G V2 POST SCHE0. 83 SHTII 3' THRU BOLTS: 04G• PLASTIC PLUG WHERE SCREW IS ON - 5?- .� _ I .074'INSERT T B FDOTOJG - /_` .•• t c�5y �t REFER TOLE BASE. CONN. TABLE R]Ft7HE STEEL POST TYPE 'OF INSIDE. I I u I .5' •5 3.5° 2 z,' - �_, I 3"50.%A20 POST ' "",�� STRUCTURE SELECTED ! ! _ 7�( 4'% 3RlX O'•3° EA.SIDE( 2 -TOTAL) I I I! I I J lli 7' I O I .� '3.5n I 22• I 2n SEE Po AT DETAIL SEE FASTENER /A.& I I / `F� �T SHOWN TABLES FDR TE FLAN KE7 PER. B I O I I •14 SMS EA. SIDE Q BDTTDM, I 14 SMSG . SI TOP. • 2 - 14 SALS. EA.SIDE I V2• �r E� . 2,Y-. PARTICULAR FRTIO ROOF I I I 7' 2V2• 1 - SHFOR EET. I I 6 SCREWS STRUCTURE OR SELECTED 112 MIK I 0 OETAIC 7O OROSMT. 11 I3 r�-° 6 L2'RAFTER(SIDE PLATE) I I 4-*140RG-fl14 1 PER SIDE 2�': I�'MIN EACH SIDE ` I S.M.S. EA. SIDE" 612'RAFTER (SIDE PLATE • 2�. u P it Ir ES r sp `� ♦ I y jt ♦ I/hl�t' �+•BETWEEN�- 3'SO.POST BET EA. SIDE. _ / Y'-+' . ' SIDE PLATES I i t MI SMS EA. SDE TOP MIp•HEIGHTB�. 80T. I i S'S6 POST BETWEEN SIDE PLATES i So ' NOTE: I I SML 11 \"/ N YX.062 PLTS., y."t :, SEE FPARTICUASTEI�IER AR TABLE FOR. 1 THE PARTICULAR PATIO COVER I `I EA.SIDE RWM. -+ OR ROOF STRICTUFIE SELECTED FOR 512E 6 N0. OF { '� ALLOY �OGI -TES I FOR SFE COFMFSTION VIBE' FOR T)(E MRTICl1lAR MTIO AS 1/4,6 BOLTS MAY eE USED ALTERNATE TO 014 SMS �- 3' SO.. STEEL COLUMN. �--I CON FOOTING -J*_ L`IT ISA E, SEE ~°� 4t• COVER OR ROOF STRUCTURE SELECTED. TABLES 'FOR SIZE. 'II FES BEAM / HEADER TO POST CONN. 20 BEAM / HEADER TO POST CONN. 21 PEAM/HEADER 10 POST CONN. 22 POST TO FOOTING CONN. 23 ST TO SLAB CONN 24 p/�r�p/�� �1, y� p�A/��� �L� � �� Q POST BkSEFLA GEL7fV1A�G1/�Y1JIv1. 1J �"��. E'S. ....5.2092 10-15 R.N.KX. CHANGED SFR.Y7TOII FOX ENGINEERING m ®'NfO�"•�• COMPONETS SDETAILOOMI. ALGdI/A-LATT/CE PATO COVER Ae. s 9z X7287 NOTED EVALUATION ,A><Im•mB. _ � .�. - x•x. REPORT NQ E JAMES M. FOX. STRUCTURAL ENGINEER •' L/AyTyTIIC�E-TYPES PAATIIFO�,C�OlIEt L I -C 5038 8040 TRLRGNAPN N0. oOIRNET. CALIFORNIA 20210 UAINU COMPANY' COMMERCIAL R00 SIRUMffS BS'L/McotM S%• (6023 M-62'24 - II - I2 22* SEE SRT- 10 FOR JLSSZKBLT 4 . INSTRUCTIONS FOR WOOD THICKNESS oSCREWS. SEE SHT- 10 FOR ASSWUIlLT INSTRUCTION FOX WOOD -EXIST. WALL SCREWS. "N .CAI LK _ I INTABLE,'SHTGOF .078, FOR FASTENER SIZE 6, SPAOW. SEE SCHEDULE to S"Tacm .0% 175, (G) -*to 5"S. EQUALY SPACED E ST RAM e 10C. 15' p xe- U5. 2.5- 110 S.M.S, THRU PANEL LOCKS & AT EA CONTACT LARCH Tye X'sl O.F.* LMtED24bC 1 .633 FOR FASTER= SIZE A SPACING, Ald I MAX SSR-SCHEDULB 10.. SHT. 12 or 12. so' 2S'R NOTCH I 4.0.* ROOF TECO ; P 24.0'-­.------­-­---- !PANEL TECO CUP A EXIST . 2 A IA R.V4GER07 SHT.12 rMlz .250 200 BOAR Ml W S.M.S., X. I . - L VAX. MAX ALLOWABLE PROjEOC 0 0 Sff EA. A OVERHANG -H3f. ALUMINUM CONTINUOUS SPEED RAIL PER RAI EXIST SAVE SEE sc-Heo. Q9 SHT 2 OF I:- MATERIAL, 3004 DETAIL L, sw. 12 (WHERE OCCURS) W63-TG ALUM. 24" ROOF PANEL (11 'J" RAIL ATTACHMENT EXISTING EAVE ATTACHHHENT .208. ­812 15132' - - 031' .025"R J25 - Jo FULL R 750' J",-.025 R 5*]I 1 FULL R. 28- 16 1 Os J64 1.50. FULL R • 45* -332' .208 -1.6251 .050-1 .125' ('-. THICKNES�, SLIE .T. G OF 7 :-��FASTERS DIRECTLY -_!LEC DO' 3 TO WA ASCI \PANEL IN TABLE, 3.A,2' DETAIL (�)OR .062* 0.208* 2'2�2- 2.- 2X j LOG 3.737 4 Ofo`R x D 0' OEEP�\ 4237' LOG2 11062 250, IALUM. - I.D. 1 31 -.050" EASCO 2.1125' AD So. DIO-R XDIO'DEEP .062! R 3. EASCO ALUM -062(2) 42 f4 L LOG21 I to 1 3) REF. Q5, (2) J0501 37' _T ,E I2 f-25" •AW 062* R 196 �o 130 L .050 I 1,03i -.1 X*010 D P 6.1 X 1 7 .I24'R.130' .37VP .0101 x 50* Op .I( 21R 30' EXPOSED SURFACE 1.502 7.,0,4 MATERIAL: 3004 - H 3G ALUMINUM - -L37 2 000' ?:j "DO'EXPOSED SURFACE ---I .010'*bDEEP X 90'- lj� 4EF Oft A 1 .010* DEEP X.90' - EXPOSED SURFACED- - -J ( TYP) 312 'J' RAIL'" 3 *J* RAIL C' HANGER 3 VHANGER 2 'J RAIL 12" X 3" W PANEL 2 HANGER 8 RAIL PROFILES ALUMINUM ALLOY 6063-TG OBE A, M 4 SCREWS E "1 4:5" HANGER RAIL FASTENER TO FASCIA,-WALL, (STUD,KASONRY OR CONC.) .-smx AT X FASCIA MASONRY OR V, 4.70* WIND W SIMPSON-A35 16"O.'C. D t DESIGN L.L.- L L .O CRETE 1�2 PLASTIC PLUG 0-1 Lit, L L.- L.L.- L.L.- L.L.- A -.14 1' R-.117' 10 i 0 ;0 HANGER RWA I L P A ��p ..... AT jE ( 135*) WHERE SKEW IS ON 0 30 10 20 30 R-*.117* 3.5" INSIDE. gp c E m H i "K 75 H i K 0 0 C F H 110 Rh.14 L THCKNESSSEE PANEL (4 C 17- K IN TABLE, SHT G OF 12 3.5* 10:0 DESCRIPTION fDg§ 1.12T. 11, _,F, llQN2 /;t "-@ 16-O.C. _TII O.C. /2" 1 12"O.C. 43 B 3/:::0 x G-7/16"O 2 -4- C: 31 0 . 1' 11 2'" " 0@ 1' '2 .0H- 3/ 8" 2 1/2 20 C .75 . 30, 4-*14 OR G-114 c D-7/16"ox 1 1 /2" @ 1 2O.C.-0. 'X. S.M.S. EA. SIDE I PER SIDE I., O.C.OC. J_ I/ 1 1/8: : 116"A.B:. r. VRAFTER (SIDE PLATE, E-3/8"O x 2 1/2" @ W.O.C. K- 1/4"0 x I 1/8" 6 12"A.B.* HILTI K13 11 433' GVR*7ER (SIDE PLATE) EACH SIDE 2.0' 1. 2.0•, 1. 3' ! EXISTING SAVE: X. EXISTING RAFTER ALLOWAAR DECK RAFTS ZE SPACING I OVZMMC It SI 71 .2 3' • 14 SKS. EA. SIDE TOP BETWEEN 31SQ.POST BETwEEN F ;11 x 4 12- -- ---- - MID-HEIGHT!&eBOT. PLATES SIDE PLATESI PULL OR 16-O.C. '2!-0- 2"- X 6" � MiTERVIL: 3004-H'56AWMINUM NOTCHED 24-..C. 1; -9 2" X 6"PULL OR 2'4'" O.C. 2'-0• IV-S" 2" X 8* FULL 24" O.C. 2-70' 23"-1' 2" X 31/2' W PANEL 3 BEAM/ HEADER TO POST CONN. Op BEAM HEADER TO POST OONN. 9 ATTACHED SCHEDULE 0, RATER 'TAIL' I .75 RCE OF Y511 POST I$' MAX RAFTER 'TAIL' RAFTER *TAIL' 25 % OF POST 6�& 9`AONG, MAX. 04RKANG 2. 1.-0. 2. 1. I-Ol 26M /43; T 12 to SMS EA. SIDE 14 -TOTAL• 2' 1 1.-0. V ID SMS. 1plor- (21010SM.SFASM 4-MTAL G va, 2 0. C. TH .41PANEL'j U 0 S. U.S. 1 14' PANEL IN TABLE. 4! G 1/2, 1 I AT PAN 4- 6 Le # 10 SALS. FE 2.0'1ICKNM SEE .0. 12- O.C. ROOF PAN LALm. BRACKET X 2.2. ?W? ASIDE (4 0 IiAL SIDE FASCIA G 1/2*x 410 SMS TOP S BOTTOM (2-TOTAL) r. I/ 2X 2'X.024' CALUN-BRACKET RAFTER Q. V2'X 2!X.024. RAFTER wl # 10 X U2 S.M.S. 8 10 X V2 SACS Mp & BOTTOM. 2 .12 5 FULL RMED GUTTER] A: 10 X 1/2 SALS, TOP 86 BOTTOM ( 2-TOTAL) ro" X 2" FLAT PANEL (41RAFTER '. TAIL" AT SIDES (I I)! RAFTER'TAIL" AT FRONT RAFTER7AILW/ G'X 2"R-AT PANEL IC-BO, E.S. 7.12-92 10,15 K.K. CHANGED SHT.06 I (I E N7ED FOX ENGINEERING COMPONENTS B - TAIL L A TTICE PA 7 70 170 MR REPORT - 13 - NO- KX CONN. FOR: (As AB 5038 j JAMES . M. FOX. STRUCTURAL ENGINEER EY ALUNWAIF COMPANY 0000 TELEGRAPH RD. DOWNEY, CALIFORNIA 00240 ROOFED-TYPE-PAnO COVERS /me Lm ST ..(602)270-W211-120F 12