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9705-157 (PAT)LICENSED CONTRACTOR DECLARATION PERMIT# CONTROL# U) I hereby affirm under penalty of perjury that I am licensed under provisions of BUILDING PERMIT 970,5-157 52 4 8' Chapter 9 (commencing with Section 7000) of Division 3 of the Business and _p � DATE V3*197 VALUATION � 68I X0 LOT TRACT C\1 LU Professionals Code, and my License is in full force and effect. O cO License # Lic. Class Exp. Date �_— JOB SITE APN Q 42� C-c)i 4J3(�/`)� ADDRESS 49-249 CALLE, FLt��3 STA 646-092.025 rZ CE6� i j^%�g' OWNER CONTRACTOR / DESIGNER / ENGINEER ZO � ate �� , `� Signature of Contractor , ,� CO ~ OWNER-BUILDER DECLARATION LYMAN .4r Bl'i.QNVN TONY A!, MARRA CON15U. CO. W W I hereby affirm under penalty of perjury that I am exempt from the Contractor's 49249 CALI. E FLORIS'TA 566 91URGt l3N T)PIV:F ~ U) License Law for the following reason: LA QLTIVI',A CA. 922-53 CON1..A 41:€;S,.A CA 92626 Z_ ( ) I, as owner of the property, or my employees with wages as their sole Ci3.LO .4240 compensation, will do the work, and the structure.is not intended or offered for sale (Sec. 7044, Business & Professionals Code). USE OF PERMIT ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals RA II 0 Code). 110 () I am exempt under Section B&P.C: for this reason 352 8.G. AL iA1(I+YlTki f.AA*UC1:.:Pt+t'.f 10 CO N Date Signature of Owner O N O) Q WORKER'S COMPENSATION DECLARATION p ZCc I hereby affirm under penalty of perjury one of the following declarations: Lo H O O 1 have and will maintain a certificate of consent to self-insure for workers' F RCi•PATIO 352,00 SF X W �: compensation, as provided for by Section 3700 'of the Labor Code, for the O � Q performance of the work for which this permit is issued. CD Q U ( ) I have and will maintain workers' compensation insurance, as required by Q U Q Section 3700 of the Labor Code, for the performance of the work for which this li 0 Z permit is issued. My workers' compensation insurance carrier' & policy no. are: Carrier Policy No. cb o `y l'A'tvr t=1"No t?fe53 "��`�^�i± 4 EB`x EX`TED e:'.ST OF CONI SI RI TTION J (This section need not be completed if the permit valuation is for $100.00 or less). 0*-4t_MJ;I+.ii'I04' 4 iAlfi7Etii.'i' O I certify that in the performance of the work for which this permit is issued, P1, AW CTI EC;`K.,;•.R13 i 04 -tHM439-3!h W-90 I shall not employ any person in any manner so as to become subject to the" + , f'ssnf�tlt�lfr'}•#ctitd t f*� Itlt-(K30-.1R OiN1 $.201 workers' compensation laws of California, and agree that if I should become + sdbject to the workers' compensation provisions of Section 3700 of the Labort°t3.Prr ittFit�NI t3%- I iSFIf ,0`t•Qi�c%<, 3E,_.O�;t 5;11 ode, I shall forthwith comply with th ,se provisions. 7 ate: L % y!f / Applicant .,.�r� v . Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety A for a permit subject to the conditions and restrictions set forth on his application. ' ` ° d 1. Each person upon whose behalf this application is made & each person ab 1 whose request and for whose benefit work is performed under or pursuant,to / 1, any permit issued as a result of this applicaton agrees to, & shall, indemnify `i �LII3..3.v`I'ti[_, r;%m'1'P, 0:11011,-t AND PLAN CIIECK 11411930 & hold harmless the City of La Quinta, its officers, agents and employees. LESS PPC-_i),m rins. $0.09 2. Any permit issued as a result of this application becomes null and void if v Q �99/ work is not commenced within 180 days from date of issuance of such MAY J permit, or cessation of work for 180 days will subject permit to cancellation. A'cyl. AL P,y*%RNI It N'ERS !)fid±% t fl'OW $1 9.30 I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon t e above-mentioned property for inspection purposes. i RECEIPT DATE z 'BY DATE FINALED INSPECTOR .9` `1`9'91 f .✓Date Signature (Owner/Agent) ate-* ' INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wail Firewall Exterior Lath Drywall - Int. Lath Final Final POOLS - SPAS BLOCKWALL APPROVAILS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Pibg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final, Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fbdures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power r Final Utility 10✓3tice (Perm) ��2 .,'f' . d'� �A�'� ` �'•'rt 'y. ! '-9' f .:t .• +4.a�. "OM1. f� F �f"kY-a��.i�.�'�i�'r•%► �i9 _ b . �' '}' '.. - � � (�-`u7! I T�`a...� - �, YS .-. - 4= „ w d+• r ✓+Fr.�.. +n++w?r'+ *n4•. °eT4g�nn w"•v�� w'�r' a'�.w ' s 't..`4 yc ,� t- .),�' pry . +rt 3 S .t s� i,„r> "'"-F'MW i ESM ✓ .. s a.�..,K ., a .ny-�'•t,''J«g.�c''—...T.� . ^�' _ Y SITUS ADDRESS i* TRACTIPARCEL MAP~ Lor , ASSESSOR'S PARCEL NO. ��--.�--� Prov/de North Arrowto x l � -6—lo / y -1K ' REAR PROPERTY LINE 4/0114HT LIAWI'�a W. W U � W J m Q U J a- a Q J Q : FZ < -A I 'K' -FRONT PROPERTY L J t T Z TREET S I D E P R O P E R T Y L 1 N ' E cc P .�� • z LU 0 cl- R� •ate. F— (/q Off C-) Q P E1. 0 Tom' Q �. U ._ J z LL �tS CU w �0 �z �� U� Q� Im W. W U � W J m Q U J a- a Q J Q : FZ < -A I 'K' -FRONT PROPERTY L J t T Z TREET S I D E P R O P E R T Y L 1 N ' E 3 71, � � R �7i� � A' ^s�Y� 263�fiE�/_d/�0� ��€�rc'+z•u� _ u. r►3�*`�?+3��e_,t: ��i�'Y`9•`.Li�."�`"?c � .re � �i"!x mix +�- .. �... -� .�� • �. �. •ate. 3 71, � � R �7i� � A' ^s�Y� 263�fiE�/_d/�0� ��€�rc'+z•u� _ u. r►3�*`�?+3��e_,t: ��i�'Y`9•`.Li�."�`"?c � .re � �i"!x EXISTING RESIDENCE SEE DETAIL 4 SH11 1 t RAFTER, SEE TABLES ALB ANDS G• 1 BEAM/HEADER SEE TABLE A FOR SIZE& MIN. NO OF 17 CL 10 2 -1 L'J � II- - I G'-8" M 21 1 11 .•.t .reel (i7 N1 J 13- 8,_0„ "++ Y^ sto'MAx. POST HEIGHT \ /�c J./ " FOR MINIMUM LENGTH OF LATTICE PATIO COVER SEE TABLE A. MINIMUM NUMBER OF POSTS. ` ATTACHED LATTICE PATIO COVERS U TABLE A - E-_ CI: BEAM /HJERINCLUDES ®T :$H 94' MAXIMUM SIZE POST FOOT NG MINIMUM NUMBER OF POSTS POST FOOTING MINIMUM NUMBER OF POSTS OVERHANG 24°O.C. SPACING SIZE POST TYPE 70 POST TYPE 90 SPACING SIZE TYPE TYPE ON SLABI ON FODTt 0 MPHOONSJ 12 2 S -4 1 2 3 .4 oNsLABIoNmm7t)MPFt9OMp.H 12 2 3 14 1 12 31 4 P CON ON NO. OF SCREWS 70 M.P..K 90 MPR - I- 05 V uj 3"SQx.024'AT SLAB & I I = 0" 2"x G� 24" 12-10" 12'-10" 19 ' 21 2 2 - - 4 3 3 2 10'-1 " 29'-9' 25 2S 2 2 -1- 4 3 31 2 a, 2 12'-0" 2'x62;•024' 12'G" 12'-G' 19 22 2 2 - - 4 3 3 2 9'-5" 29'-0' 25 29 2 2 - - 4 3 31 21 LLJ ILL 2 (, U fn. I -Cr 2kGix.024' •I I' 9' 11 I'-9' 20 22 3 2-- 51 31 3 2 $' 4' 27'-7° 2G 29 3 2-- 5 3 3 2 n LLL 15'-0 2kG'ix.032" I1'-4" 11'-4' 20 22 3 2 - - 5 3 312 7'.10' 2G'-8° 2G 30 3 2 - - 5 3 3 2 II v) :l 11 II a EXISTING RESIDENCE SEE DETAIL 4 SH11 1 t RAFTER, SEE TABLES ALB ANDS G• 1 BEAM/HEADER SEE TABLE A FOR SIZE& MIN. NO OF POST, SEE CROSS-SECTION / ! '2 TN COPT10NAL K NC.�j BELOW C\N6 sPP P NOTE: NO CRACKS WITHIN 2=6' ! I�� LL: 11" 1 OF POSTS SHALL BE I ' J yt vi PERMITTED. POST y�yr �4� P NOTE:' THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. a 12- SHALL BE SET BACK A FOOTING WHERE OCCURS, WE (P0 MINIMUM OF 4' FROM SEE TABLE A N 13'• EDGE OF SLAB. R 14 - OPEN. LATTICE -TYPE PATIO CO/ER .-j 15' ' 20•-0' MAXIMUM SCALE: I 16• ._,�-.._...-PRQIECTION .4- 1 X24*MAX. I �-!OVERHANG 11 i I 13 8 SHT I I LATTICE i - (LL - ai •8 d .Z Q SHT.I I 3(2'THICK. CONC. SLAB, OPTIONAL SCALE: .1,u. Casio, ane sere .• .re oar en• latest •dili.h of the LIMu- B" n. TBa2 lento. or the A1,.e... Con. t... it,. i. thun. ey A', registered s erect L h •h be .ub•tleot.e ror etoa• •no.,, o ..lC.e tn.. • r.vt•t•r•e lett the Alu.lnu. A.•ocl•tian and n••A •awe ar gll cor retee •,a gut.•t..er.ndire. D. All concrete .n.II he.. • .1,1we 26 e.r ce.ote,.I,e •trangth or 2,000 allele"to, r•ea .I.b •hall n.v. 5i• .1,Iw. tnlcN.... AM •hall be 1. 000a anise ton. •. ul iooti,o• •n:u ver on nr., ".pares w-.1•t,Ibad sou or partin•e rut. D•agn .•rupal .0it e.•.1ng or..wr.. T,DOo P.5.f. s. A11 •cut •.aver• .halt be not -eta o.Ig.ntr.e or I,,tr pI,t, .ne 6: 1,ror• to A.5.T.M. A-445. Gtsde C. 1iu.inu. n•tenera .tell v. 2o2•_Te. All other r..em.r. .nett v g•l..mrae steel or e•e.lg. ol.e.a. tit volt• Nn.tt to for, eo. A.5.T.R. 1-007 •.0 he.. •t1/1 to c.t plat. ...MAIN. Met*• ror bolts tall be bait et•.star "lit• Th B. -.sage. 7. E.p•n•ign bolts •hall be Hit it KYIM Bolts NB I1 <arvon •tail of •awl par I.C.B.O. E.R.No. 4627 . All bolts •hall nw• N alnlwa to tetA .Co• e1°tate. or 6 bolt dl-t.... a. Each Installation •hall bw, an 1d•ntlrrtng tea giving the njee aro seerANN o/ 1h wngl.e torare. de•!gn spade ane nelo••bllltr• B. M1 -stag• oart•ening to path partic.I:: 1-N.. it n •Mil b• cirel•c. 1.A., orol•ee, ..at aO.clM.. fasting detail, etc. TO. .pen tell Ice patio c ear •Mu hot be .,closed YIth .,r era• or loge wterl•1, ane the d,*Lgn loads :age ,lr been .oast.. to t.: noirone•I or. ..t!; •r•• or the lattice, r.rt.r•, v.Na•, etc. per ..1...0. criteria. IT. for all detail rer.r•nc•.. .e• 5he.t II Of 12 17 CL 10 2 -1 - 131 � II- - I G'-8" M 21 1 BEAM / HEADER i 212 N1 J 13- 8,_0„ "++ Y^ sto'MAx. POST HEIGHT \ /�c J./ " FOR MINIMUM LENGTH OF LATTICE PATIO COVER SEE TABLE A. MINIMUM NUMBER OF POSTS. ` ATTACHED LATTICE PATIO COVERS ( WIND SPEED = 70 S 90 MPR) TABLE A w ' 'PROJECTION MAXIMUM -POST SPACING a 'FOOTING .SIZE WIND = 10/15 PSF UPLIFT =10/15 PSF RAFTER 3" X 8" X .042" BEAM/ HEADER 3" X B° X_042"+ CHANNEL INSERT BEAM/HEADER BEAM /HJERINCLUDES ®T :$H 94' MAXIMUM SIZE POST FOOT NG MINIMUM NUMBER OF POSTS POST FOOTING MINIMUM NUMBER OF POSTS OVERHANG 24°O.C. SPACING SIZE POST TYPE 70 POST TYPE 90 SPACING SIZE TYPE TYPE ON SLABI ON FODTt 0 MPHOONSJ 12 2 S -4 1 2 3 .4 oNsLABIoNmm7t)MPFt9OMp.H 12 2 3 14 1 12 31 4 P CON ON NO. OF SCREWS 70 M.P..K 90 MPR - I- 10-0" 2'k GVx.024' 13- 5"773_7777 19 2.1 2 2 - - 4 2 - - 10 10' 30'=11 24 28 2 2 - - 4 2 - 8 3"SQx.024'AT SLAB & I I = 0" 2"x G� 24" 12-10" 12'-10" 19 ' 21 2 2 - - 4 3 3 2 10'-1 " 29'-9' 25 2S 2 2 -1- 4 3 31 2 1 -1 11 2 12'-0" 2'x62;•024' 12'G" 12'-G' 19 22 2 2 - - 4 3 3 2 9'-5" 29'-0' 25 29 2 2 - - 4 3 31 21 11 11 2 13'-0" 2kG1ix•024 12'-I' 12'- I' 19 '22 2 2 - - 4 3 3 2 8'10' 299 111 25 29 2 2 - - 4 3 31 2 __F4' 11 I -Cr 2kGix.024' •I I' 9' 11 I'-9' 20 22 3 2-- 51 31 3 2 $' 4' 27'-7° 2G 29 3 2-- 5 3 3 2 n LLL 15'-0 2kG'ix.032" I1'-4" 11'-4' 20 22 3 2 - - 5 3 312 7'.10' 2G'-8° 2G 30 3 2 - - 5 3 3 2 II v) - - 6'-0° 2kG�Zx-Q' 11'-0'. I I' Is 20 23 '312 5 3 312 7' S' 2510-1 26 30 3 2 - 5 3 3 2 11 II a - = 17-0' 2°XGIZXD32 10•-5' 10'-10' 20 23 3 2 5 3 3 2 7=0" 25'-3' 2G 30 3 2- 5 3 3 2 " 8'- 0 18 -0° 2'x G 'X.032 - 9'-10 10'- G' . 20 23 3 2- 6 4 4 2 6=8' 24'-7' 2 7' 30 3 2- 6 4 4 2 a 11 11 J. 19'-0' 2kG'L2x 9'-5" 10'-4' 20 23 3 2-- 6 4 4 3 G'-5' 24'-2' 27 .31 3 2-- G 4 4 3 b 11 -J 20,o, 2'X GYx040 •9 -0' 10` 1' 20 23 3 2 - - G .4 4 3 G-1 ' 23 -7' 27 31 3 2 - - G 4 4 3 8 8 20 2 2 - POST, SEE CROSS-SECTION / ! '2 TN COPT10NAL K NC.�j BELOW C\N6 sPP P NOTE: NO CRACKS WITHIN 2=6' ! I�� LL: 11" 1 OF POSTS SHALL BE I ' J yt vi PERMITTED. POST y�yr �4� P NOTE:' THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. a 12- SHALL BE SET BACK A FOOTING WHERE OCCURS, WE (P0 MINIMUM OF 4' FROM SEE TABLE A N 13'• EDGE OF SLAB. R 14 - OPEN. LATTICE -TYPE PATIO CO/ER .-j 15' ' 20•-0' MAXIMUM SCALE: I 16• ._,�-.._...-PRQIECTION .4- 1 X24*MAX. I �-!OVERHANG 11 i I 13 8 SHT I I LATTICE i - (LL - ai •8 d .Z Q SHT.I I 3(2'THICK. CONC. SLAB, OPTIONAL SCALE: .1,u. Casio, ane sere .• .re oar en• latest •dili.h of the LIMu- B" n. TBa2 lento. or the A1,.e... Con. t... it,. i. thun. ey A', registered s erect L h •h be .ub•tleot.e ror etoa• •no.,, o ..lC.e tn.. • r.vt•t•r•e lett the Alu.lnu. A.•ocl•tian and n••A •awe ar gll cor retee •,a gut.•t..er.ndire. D. All concrete .n.II he.. • .1,1we 26 e.r ce.ote,.I,e •trangth or 2,000 allele"to, r•ea .I.b •hall n.v. 5i• .1,Iw. tnlcN.... AM •hall be 1. 000a anise ton. •. ul iooti,o• •n:u ver on nr., ".pares w-.1•t,Ibad sou or partin•e rut. D•agn .•rupal .0it e.•.1ng or..wr.. T,DOo P.5.f. s. A11 •cut •.aver• .halt be not -eta o.Ig.ntr.e or I,,tr pI,t, .ne 6: 1,ror• to A.5.T.M. A-445. Gtsde C. 1iu.inu. n•tenera .tell v. 2o2•_Te. All other r..em.r. .nett v g•l..mrae steel or e•e.lg. ol.e.a. tit volt• Nn.tt to for, eo. A.5.T.R. 1-007 •.0 he.. •t1/1 to c.t plat. ...MAIN. Met*• ror bolts tall be bait et•.star "lit• Th B. -.sage. 7. E.p•n•ign bolts •hall be Hit it KYIM Bolts NB I1 <arvon •tail of •awl par I.C.B.O. E.R.No. 4627 . All bolts •hall nw• N alnlwa to tetA .Co• e1°tate. or 6 bolt dl-t.... a. Each Installation •hall bw, an 1d•ntlrrtng tea giving the njee aro seerANN o/ 1h wngl.e torare. de•!gn spade ane nelo••bllltr• B. M1 -stag• oart•ening to path partic.I:: 1-N.. it n •Mil b• cirel•c. 1.A., orol•ee, ..at aO.clM.. fasting detail, etc. TO. .pen tell Ice patio c ear •Mu hot be .,closed YIth .,r era• or loge wterl•1, ane the d,*Lgn loads :age ,lr been .oast.. to t.: noirone•I or. ..t!; •r•• or the lattice, r.rt.r•, v.Na•, etc. per ..1...0. criteria. IT. for all detail rer.r•nc•.. .e• 5he.t II Of 12 (D .3'SCL POST r (21- 2'X G.I/2' X.024'W/(8)-1t 14 SMS Q 3. SQ. POST. (2) - 2'. G I/2' X.032''W/(8)-914 SMS. ©!X ( , X 024'' W 12)--K SMS. 91 31SQ POST,•(2)-2'XGI12' X A32'Wit 12)=914 SM.S. NOTE: :1rM TYPES ED ME)OCT IOM. E1AND 5TAIT"E. AND A RE ARE USE. EOR FOOTING COMOr M. xG`ix.024'10'- 6"1 10'-10" 17 CL 10 2 -1 - 131 � II- - I G'-8" M 21 1 BEAM / HEADER i 212 N1 J 13- 8,_0„ - I- 8 8 XG(+c024" 9'-8' 10'-5" 14' MAX. POST HEIGHT 2 2 - 31 1 POST W/SIDEPLATES - I- WINDSPEED- 90MPH. G'-2" 3"SQx.024'AT SLAB & 21 24 2 WSQX D41 R FOOTING, I - 3 2 - FOR SIDE PLATES, SEE 10'-0" 17 19 POST TYPES, & DETAIL 2 - _�THICKNE �.SHT'I' - 1- PRQIECTIO 5'-8" 2040" 22 8'- 0 2 2 - - 4 -0 - 76'2X.024" 8'-4" 9'-8" 17 20 2 2 - - 4 3 312 11 N 12=0' NOTE: POSTS MAY BE'ATTACHED 22 D 0 13,-0, TO CONC. SLAB SAFETY STAKE- ABESM EARTH - 4 CUEI-0° 3 2 11 11 ANCHOR,.OR CONC. FOOTING. W-4' 17 .0 2 2-- 4 -0' 3 2 4' -II' 19=5' (D .3'SCL POST r (21- 2'X G.I/2' X.024'W/(8)-1t 14 SMS Q 3. SQ. POST. (2) - 2'. G I/2' X.032''W/(8)-914 SMS. ©!X ( , X 024'' W 12)--K SMS. 91 31SQ POST,•(2)-2'XGI12' X A32'Wit 12)=914 SM.S. NOTE: :1rM TYPES ED ME)OCT IOM. E1AND 5TAIT"E. AND A RE ARE USE. EOR FOOTING COMOr M. xG`ix.024'10'- 6"1 10'-10" 17 1 19 1 2 2 -1 - 131 2 - I - I G'-8" 22=7" 21 1 24 212 - 1 - 312 1 - I- 8 8 XG(+c024" 9'-8' 10'-5" 17 19 2 2 - 31 2 - I- WINDSPEED- 90MPH. G'-2" 21=8' 21 24 2 2 I - I - 3 2 - xroMP-4" 8'-11' 10'-0" 17 19 2 2 - - 41 2 - 1- 5'-8" 2040" 22 25 2 2 - - 4 2 - 76'2X.024" 8'-4" 9'-8" 17 20 2 2 - - 4 3 312 .040" .040" 5-3" 20'-I' 22 25 2 2 - - 4 3 3 2 11 11 xroz)kO32" 7"-9' W-4' 17 20 2 2-- 4 3 3 2 4' -II' 19=5' 22 25 2 2-- 4 3 3 2 11 11 kG'fxQ32" 7'=3' 9'-0" 17 20 2 2-- 4 3 3 2 4'-8" 18-5 22 25 2 2-- 4 3 3 2 'xGAO32' 6'-10' 6-9" 18 20 3 2-- 53 3 2 4'-4' IS' 3 23 2G 3 2 - - 5 3 3 2 11 zG�"x040' 6' S" 8' G 18 20 3 2 - - 5 3 3 2 4'- I' 17=8' 23 2G 3 2 - - 5 3 3 2 " 1 %GhNW 6- I!' 8'-3' 18 21 3 2 - - 5 'A 3 2 3'-10' 17=3" 23 2G 3 2 - - 5 3 3 2 8 f - • -mmmm© 10-0" .024' a 1 1'- 0' A32' eo©©oo�mmm©©sa©©aovE 12'-0' A32' BEAM TO POST CONNECTION ~ 032" S1A (2 -OF EA. S��S RAFTER ( 4 -TOTAL) 14'-0' .040 J I 24' 024 o • -mmmm©Sao©©vo�mmm©moo©ovo®� TOBEAMIORAFIER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 040' 040' • WINDSPEED-90MPH. WINDSPEED-70MP.H. WINDSPEED- 90MPH. N SLAB ON FTG. ON SLAB ONFTG. mmmm©©ago©oo�mmm©©aoa©oa®� ON FTG. ON SLAB ON FTG. 7 O 23 8rC SHT. II 2)-•10SMS TEKS EA.SIDE OF POST (4 -TOT)POST 8 0-YB'ax 2 V2'EMBED. ANCHOR BOLT (2)-f12 SMS OR TEKS EA.SIDE, OF (4 -TOT.) D-3B*AX2 EMBED (2)-•12 SMS OR TEKS EA.SIDE OF POST ( -TOT) U-3/8-OX21ZEMBED.AcmoR EMBED. A BOLT 2)-0KSMS CR TEKS EA. SIDE OF POSTE (47DTA D-U2"o%G BOLT WI 2 % 3 X3AG'STL.jGAL WISHER FLT 17 a IB O SHT. 11 "10 SMS(2)-•12 OR TEKS-EA. SIDEOFPOST• ( 4 -TOT 1 3/8'0E A.8 GALV WI PSO. X IN'SiL.GALv. WASHER PLT. SM.S. OR TEKS. EACH SIDE OF Vyq 54 x V4'STL.GALV. WASHER 0.T. .024" •024.' �• ��0m©®000©©©��m®©©000©©©�� .024" .032" .032' .032 ° .032 " .032 8 6 24 SHTII (2l -0I0 SMS. OR TEKS EA. SIDE OF POST(4 TOT) (2)''4;2' Ems, mix l'SO.x Ul4L.GALV. YYA4I° AT (2)-412 S1aS OR TEKS EA. SIDE OF POST (4 (L-.:gcX 2'2' EMBEDD ANC BOLT WI I'SQ.W V4"STL. GALV. ASYCD o r (2)-•1z SMS. OR TEKS. EA. SIDE OF POST(4-707.) l2)- LX 212' AHC BOA�T WI rSQ. 1/4'�STLe ALV. (2)•• 14 SMS OR TENS. EA. SOF OF POST (4 -TOT•) 2)-VX2 EMBED• BOLT WI I.5Q.W1 1/4'STL.GALV •e urrr a r .032" .040" .040" .040" mmmm©©ovo©©©mmmm©©eaa©©©�� • • • •mmmm©©ovo©©©®®mm©©gen©©®�� • • • • �®mom©©�e�����a�mm��ve�©©©��� I V O.C. .024' .024' 024' .024' .024' .032' Li 10-0" .024' a 1 1'- 0' A32' 0 12'-0' A32' BEAM TO POST CONNECTION ~ 032" S1A (2 -OF EA. S��S RAFTER ( 4 -TOTAL) 14'-0' .040 J I 24' 024 o RAFTER TOBEAMIORAFIER TABLE B 14 u FASTENER < ANCHOR BOLT CONNECTION TABLE C (2)- Al 10 SM 20-)Sr1 0 Q ❑ EA. LEG (4 -TOTAL) (4)-S to SM.5 O.C. 221 O.C. _, RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION ~ ?4" 024" S1A (2 -OF EA. S��S RAFTER ( 4 -TOTAL) WINDSPEED=MMPRWIND SPEED=90 �I WINDSPEED=70 MPH WIND SPEED =90 MPH. 24' 024 o RAFTER TOBEAMIORAFIER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 040' 040' • •v24 14 u (2)-(t 10 SM.S. EA. LEG (4 -TOTAL) (2)-M IO S.MS (2)-510 SMS. EA. LEG EA. LEG (4 -TOTAL) (4 -TOTAL) (2)- Al 10 SM 20-)Sr1 0 Q ❑ EA. LEG (4 -TOTAL) (4)-S to SM.5 024 " 024 ° •024 032° .032° .032" .032 " .032' • IS SHT II �� S.(4)-1210 RAFTER 4 -TOTAL) S1A (2 -OF EA. S��S RAFTER ( 4 -TOTAL) D32 f-)40 POST BASE CONNECTION - .J Me g g °f g4AE . ( . elle _"- • 040' 040' WIND SPEED•70MP. WINDSPEED-90MPH. WINDSPEED-70MP.H. WINDSPEED- 90MPH. N SLAB ON FTG. ON SLAB ONFTG. ON SLAB ON FTG. ON SLAB ON FTG. 7 O 23 8rC SHT. II 2)-•10SMS TEKS EA.SIDE OF POST (4 -TOT)POST 8 0-YB'ax 2 V2'EMBED. ANCHOR BOLT (2)-f12 SMS OR TEKS EA.SIDE, OF (4 -TOT.) D-3B*AX2 EMBED (2)-•12 SMS OR TEKS EA.SIDE OF POST ( -TOT) U-3/8-OX21ZEMBED.AcmoR EMBED. A BOLT 2)-0KSMS CR TEKS EA. SIDE OF POSTE (47DTA D-U2"o%G BOLT WI 2 % 3 X3AG'STL.jGAL WISHER FLT 17 a IB O SHT. 11 "10 SMS(2)-•12 OR TEKS-EA. SIDEOFPOST• ( 4 -TOT 1 3/8'0E A.8 GALV WI PSO. X IN'SiL.GALv. WASHER PLT. SM.S. OR TEKS. EACH SIDE OF Vyq 54 x V4'STL.GALV. WASHER 0.T. .024" •024.' .024 ° ,024 " .024" .032" .032' .032 ° .032 " .032 8 6 24 SHTII (2l -0I0 SMS. OR TEKS EA. SIDE OF POST(4 TOT) (2)''4;2' Ems, mix l'SO.x Ul4L.GALV. YYA4I° AT (2)-412 S1aS OR TEKS EA. SIDE OF POST (4 (L-.:gcX 2'2' EMBEDD ANC BOLT WI I'SQ.W V4"STL. GALV. ASYCD o r (2)-•1z SMS. OR TEKS. EA. SIDE OF POST(4-707.) l2)- LX 212' AHC BOA�T WI rSQ. 1/4'�STLe ALV. (2)•• 14 SMS OR TENS. EA. SOF OF POST (4 -TOT•) 2)-VX2 EMBED• BOLT WI I.5Q.W1 1/4'STL.GALV •e urrr a r .032" .040" .040" .040" .11.1 INDI9Sa�OY CO '.TE SLAB. SAf EiT STAVE OR ABES[0 AYCNOR.. s . ! T~ e 7. "05I TYPES Ili AYp 171 MAT DC USCG A�.(ONCRE" SLAB. j STAYC OR AB O AMC POST TYRES 1=1 AMD 1� SMALL BC USED I { AT FOOTINGS. SCC POSTIYPC SCNCOULC, RIS S t. Itkg �A ]. TOTAL MI MIMUM MIME OE (/�I]y,�,'70 SYECT LTAL SCREENS PER POST TO BEAN � Ef /r - a�- COMRECTIOM TO OCT AILS V A. 71 •'DY B. Tq �4 (/ !i'A.i..• ''t� BQ E.S. VALUATION REPORT NO. S0 -_ 5 12 a2 • 237 FOX ENGINEERING sed"-'�D "� °^ E JAMES M. PDX. STRUCTURAL ENGINEER 606o reuoKArH 'K.. ooTrKBY, eAuro�r1A 6ot•o - a emL - •'• ATTACHED, - T PATIO DOVER W/24° MAX.O.H. L.L.•1D 20 8r PSF WIND SPEED =70 a 90 MP ALUM LATTICEP) O COVER AT ICBr) VALLEY ALUMWNUM COMPANY 3602 W. LINGO N ST. (602)278-6224 ,p. A. 92- "287 -...NOTED 1 OF 12 - •• K ATTACHED LATTICE PATIO COVERS (WIND SPEED= 100 8.110 M. PH. ) 4'-9' 9'-1" MAXIMUM POST SPACING a FOOTING SIZE WIND a 19 / 23 P.S.F UPLIFT 19 / 23 P.S. F. PROJECTION 9 5 5 3 4'9" 20'-11' INCLUDES RAFTER 3" X 8' X .042" BEAM / HEADER 3` X Be X .042"t CHANNEL INSERT BEAM HEA 1 G 1 SIZE POST FOOTING MINIMUM NUMBER OF POSTS POST FOOTING MINIMUM NUMBER OF PC 24 MAXIMUM 240C• SPACING SIZE POST TYPE 11 POST TYPE .. SPACING SIZE POST TYPE 0°POSTTYI OVERHANG 4 ON SLAB' ON FOOn too MPK IID MAK 12 2 3 41 1 12 3 4 oNsLnlomi Foam IOOMPH IIOMPH 12 2 3 4 1 2 3 10'- 0" 27x GI'ex_z4' 9-3' 10-4° 25 25 G 3 3 2 7 14 4 2 G'-3" 23'-11' 32 1 32 6 - 13 12. 7 - - 11'- p" 2'%G112'XD24" 5-9° 10'0" 25 25 6 4 3 2 1 8 4 4 3 5-9" 23'-1" 33 1 33 6- 3 2 8- 4'-3' 12'- 0" 2'x611ix_32' 5-5' 5-8" 1 25 25 7 4 4 2 1 8 4 4 3 5'-5' 22'-3" 33 1 33 7- 14 12 8- 10 I2'- p" 2'x612'X032• 5'-I' 9'4' 25 25 7 4 4 3 9 5 5 3 1 5-1" 21'-7' 33 1 33 7- 141 3 9 - TABLE A:. BEAM HEADER TO POST CONNECTION / 8/ 2' x 6 I/2G & 3 x 8 RAFTER & SPACING ER THICKNESS TABLE B 14'- 0' 2'XG112"532 4'-9' 9'-1" 2G I 26 8 4 4 3 9 5 5 3 4'9" 20'-11' 34 34 8-1 413 19- 1 G 1 51 3 8/ 1 O/12 1 a/ 8 15'- 0' Oxwe'x o4o' 4'-G' 8'-10' 26 26 814 3. 4 3 10 5 5 3 4'-6' 20=4' 34 34 8 - 4 3110 - 5 - 8/ 1 B/12 a IG' -0" 2'X61/2"x.040' 4'-3' 9-7' 2G 2G 9 5 5 3 10 6 5 3 4'-3' 1'39' 34 34 9 - 5 3 10 - 5 - 8/ 12 8/ 7 17'-p•. 2'XG(12"x_ao 4'-0" 8'-4' 2G 26 9 5 5 3 11 6 G 4 4'0" 19'-3' 35 35 9 - 5 9 11 - 6 - / - B O I '- 0' 3'x e'x.oa2• 3' 10" 8'- I" 26 2G 9 5 5 3 I I G G 4 3L 10" 18' 9' 35 35 9 - 5 3 I I - G - 8 / / - ' 191- p" SX Bk .042' 3'- 8" 7'- I I' 27 27 10 5 5 3 12 G 6 4 3� 8" 18'-4' 35 35 10 - 5 3 12 - G - 8 / _ 8 J 20'-0" 3Xe'x.0a2' 3'-G" 7'-9" 27 27 10 G 5 3 12 7 7 4 3'G" 17'11' 35 35 10 - 5 3 12 - 7 - / - / - J 15 - 0' 2XG12x.040 4'-G' 8'-6' 2G 2G 8 4 4 3 10 5 5 3 4'6 17' 8" 32 32 8 - 4 3 10 - 5 2' x 6 I/2G & 3 x 8 RAFTER & SPACING ER THICKNESS TABLE B 81- 0" 2 XG112 x024 7=3• 1 10'-4' 23 1 23 5 1 31 3 12 1 2 6 1 3 13 1 2 1 7'-3" 22'-7" 30 30 1 5- 1 3 2 1 G 1 13 2 18/ 12 1 O/12 1 a/ 8 9'-0' z x6112 x.024. G'-0' 10-0" 24 24 6 3. 3 2 71414 2 2 G'-8' 21'-8' 30 30 G- 3 2 7- 4 2 8/ 1 B/12 LL;10' O° 2 x6112 x.024 6'-3' G'-8' 24 24 6 3 3 2 7 4 4 2 6' 3' 20'10" 31 31 6- 3 2 7- 4 2 8/ 12 8/ 7 11'- O" 2 x6112X.O24 5'-9' 9'8" 25 25 6 4 3 2 8 4 4 3 5' 9" 20'-1" 31 31 G- 3 2 8- 4 3 / B/ I O 0• 2XGV2 x.032 5•-5' 9'-4' 25 25 7 4 3 2 S. 4 4 3 5.5" 19' S" 32 32 7 - 4 2 6- 4 3 / 8/ N 13'- 0" 2x61/2 x.032 6-1 9'-0" 25 25 7 4 4 3 9 5 5 3 5' I Ig' 9" 32 32 7 - 4 3 9- 5 3 / I / • 14'-0' 2x6112 x.032 4'-9 8'•9' 25 25 8 4 4 3 9 5 5 3 4'-9' 18=3" 32 32 8- 4 3 9- 5 3 8/ 8/ J 15 - 0' 2XG12x.040 4'-G' 8'-6' 2G 2G 8 4 4 3 10 5 5 3 4'6 17' 8" 32 32 8 - 4 3 10 - 5 J 16' 0' 2 x612 x.040 4' 3' g- 3' 2G 26 9 5 5 3 10 6 5 3 4' 3' 17' 3" 3 3 33 9 - 5 3 10 - 5 - / 2' x 6 I/2G & 3 x 8 RAFTER & SPACING ER THICKNESS TABLE B S.- p• 2 X6112%.024 7=3' 5- 0' 22 1 22 5 1313 LL w a-.1 1 2 6 1 313 91-0" •024" .024 .024" 1 21 7'-3" 18'-9' 28 28 5 31 31 2 1 G 3 13 1 2 1 a/ 8 0/ 12'- 0" .032" .032' .032" 9'_ 0' z xGll2X.024 G' 8" 8'-8 23 23 6 3 3 2 71414 IS O SHT.II 14-01 .032' .040' .040' 2 G'-8' 18'-0' 29 29 6 3 3 2 7 4 4 2 / B ON SLAB 10'.0" 2xG12x.032 G'2" 8'-4' 23 23 6 3 3 2 7 4 4 2 G'-2" 17'4' 29 29 G 3 3 2 7 4 4 2 / / Q: I I' - 0' 2XG1/2 X.032 5'-9" 8'- 0' 23 23 6 4 3 2 8 4 4 3 5'- 9" 16-8 29 29 6 4 3 218 4 4 3 / 8/ O 12'- 0" zx61/2X052 5=4" 7'-9' -23 23 7 4 3 2 8 4 4 3 5'-4" 16'-1' 30 30 7 4 4 2 8 4 4 3 8/ 8/ � 13'- 0" 2XG112x040 5'-0' 7=G" 24 24 7 4 4 3 9 5 5 3 5'-0" 15'-7" 30 30 7- 4 3 9- 5 3 8/ / 14'- p• 2 x61/2 xoao 4'-9 7'3° 24 24 8 4 4 3 9 5 5 3 4'-8' 15' 1° 30 30 8- 4 3 9- 5 3 8/ 8/ J 2' x 6 I/2G & 3 x 8 RAFTER & SPACING ER THICKNESS TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C L/ PROJECTION 18"O.C. 20" O.C. 22'O.C. _j F o RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION WIND SPEED - 100 MPR WIND SPEED t110MPH. r . LL w a-.1 8'-0' .024" .024" .024' WIND SPEEDeIOOMP.HWIND SPEED-11OMPH. 91-0" •024" .024 .024" TO RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'- 0" 024" 024" 032" 11'- 0" .032" .032" •032" 14 SHT. II (21-110 S.MS EA. LEG 4 TOTAL 1 (2) -# 145.N.5. WI112'X I/8' 4. VASHER OTAALI (2)-0I0 SJAS. EACH LEG (4 -TOTAL) 721-T1145M5. W/1112'X I/8' LASME4 TOTAL 4. All rooting• °hall 0•ar on Ih.. natural un.dL.t.r6.d certified fill. D•slgn vert Ural soil Beer Ing prvasura a'1 ,000 P.S.F. 12'- 0" .032" .032' .032" ® ❑2 2❑ O N ! (2)-* 0 SMS. EA. SIDE OF RAFTER (4TOTAL) (4)-# 12 SMS. W/118'x rSCI WASHER, EA. (2)-1114 SGLS. EA.9DE OF RAFTER (4 -TOTAL I (4) -alt SM. Wl lle•x 1.50. WASHER, EA. er 1❑ 21 3'x8 %.040" QI 35c g XA40 WI INSERT,SEE /INSERTSEE FODTNDTE4C5 OTE4 5 A. S. T.N. A. end nave standard ca plate Nean,n. Hol.. for bol to shall be bolt dl...tar plus 1/16• .•alsu.. 13'- 0° •032" .. .032" .040" IS O SHT.II 14-01 .032' .040' .040' 115-0* 040" 040' 040" C 040" .040" •042" WIND SPEED IOOMPH. WIND SPEED IIOMPK WINDSPEED IOOMP WIND SPEED IIOMPH. '`/ I -El M. S. All Utes Per telning to each P.,ticuler Instal Ltlon shall be ci.cl,d. I.a...Oro Jvet, past epacing, ...tlno dated. ate. a, FOK '*rues:(j1 ANb ARE USED FOR; S!',�i /REOUSED ON SLAB ON FTG 2 ON SLAB ON FTG. 2 ON SLAB ON FTG. ON SLAB ON FTG. O 24 5NT11 (2)-1125115 OR TENS. EA. SIDE OF POST(4TOT.) a 11- 318'P X. 2V2EM3ED.. W zR4�`3- .ALUMA--LATTICE PATIO COVER l2) -D 12 SM. OR TEK5, EA. SIDE OF POST (4 -TOT.) 0-3IBA X 2V2°EMBE0. ANCHOR RBOLT W1 3-AWASHER I7 18 SHT.11 121-p125M OR TEKS EA. SIDE OF POST (4 -TOTAL) 9 318'0 A.B. GAiuWII"SO xV4'5TL(A'LV ALL _ (2)-K 12 OR TENS. EA. SIDE OF POST (4 -TOTAL) & 3/8'0 A. GALV.W/1' U4•SILGALV' WASHER R7. "toNOI At USED u- cri a N% ' J J B' O' O24'I .024' .032 POST TYPES 9'- 0' •032' .032" ,032" K Q 3SQPOST+(2)-2'X.6.1/2 X.024'W/(6)-# 14. SMS: 1�.3'SQ-POSTt(21-21x:61 2° X.032° WI (9.1 �►1,4` .61116• 3g SQ QST * (2) ' X�id 11/2N X 0 20 W/ (12)-0141V,AIS'' 4 • ' g .3 SQ. 005T+(2) -2'X GI/2 •X•032° WI ( 12) -:414 -&k(S. u 1 10'-0' 032 .032' 032' II' 0 032 .032 �40" 12'-0' .040 .0404 .040' 8 ® BHT. I I wAqWAFtATE ' 2)-414S.M5 OR TEKS EA, SIDE of POST (4 - TOTAL / e, 12)-5/8 PX4 EMBm.A BOLT WI 114 STL. GALV. WAS PLL (2)-4614S.M5 OR TE KS. EA. SI DE pF Posy (4 •TOTAL 1 & (2)-S/SoX 4 EMEIED.ANCHM BOLTW/114 STL. GALV. WASHER 0.T. © SHT 11 �L.L•1 2)-58i°MLBv4 2>314•p XV8' C0) X 138L A. SP LL.I (21-SIB'0Ma { 21-314'0%8' CONC. EMBED. A. BY L.L.•20 30 21-(2'PM.B-4 2I -314'a X 8' CONC EMBED. A.B,s 13'' p' pop" a .p4p .pop° 14'' D' •p4p' .642' .642° L. L! 0 30 (2)-V2' MB. (21-314'0X8' CONC EMBED, A. B• TABLE FOOTNOTES: . BERON COM':TE SLAB, SAFETY STAKE OR. ABE5Co ANE R, 4. FOR B'X.04.0'BEAM WII USE r1FOR L.L. 10 PSF IG'MAx. Pf0JE ION' 2. POST TYPES t AND 1173 MAY BE USED A?,IONCRET SLpB, SAFETY. USE 4 FOR L.L.a2D '..5F; 2 FOR LL: P.S.F.,1 MAX PROJECTION/ 4 iLk STAKE OR AB a O.PN[ POST TYPES IZ.I AND SHALL BE USED L.L.- RS.F. 14' MAX. 'DONS AF0 DETAIL b WW2) 5is M.9 CH AT FOOTINGS. SEE POST TYPE SCHEDULE,'. -THIS S T.• TO BEAM HEADER 4 POST. /� 3. TOTAL MINIMUM NUMBER OF D'SHEET11E TAL SCREWS PFR POST Tl1 BEAR 5. FOR S%B'W40•BEAM WI INSERT USE DETAILQSHEFT II FOR POST BASE CONN. CONNECTION'FOR DETAILS 2 AND 1 B DETAIL 12 ,SHEET II FOR POST/ BEAM HEADER CONK Iced ION )OTE 92 FOX ENGINEERING FAL (alp EVALUATION REPORT NO. Kx E' JAMES M. FOX, STRUCTURAL ENGINEER EA 5036 5000 7!LlOR APO RD. DOWNEY. CALIFORNIA 00240 awl L/ DENER& NDTES AND SPECIFICATIONS: 1. Alu.lnu• design and et I..ees e . ver the latest edition ar the Units,. 'eelt%h Building Code ane the 1962 or the Aluelnu. Construct Uon 2. Alua 1. t....to .111.1.. alloys ear be avbet Ututed for those h,,n. Provided they ere ..glst... d .Ith the Alu.inu. A .... Latta. and neve .d..1 at Beaded. .Lola end ultl.. t. strengen.. 3. Ail -ton rete .hale hero ..Inoue 26 day co.pt•s.iv strength or 2.000 r.._ p.,A.. cahoot. elect .halt haus 31• .1,1... thick ....... d shall be 1, �F good condition. 4. All rooting• °hall 0•ar on Ih.. natural un.dL.t.r6.d certified fill. D•slgn vert Ural soil Beer Ing prvasura a'1 ,000 P.S.F. S. All -steel .ambo., shell 0 not -dip go Iv II:d a. al attroplo tee and onr"r. to A.S.T.A. A-446. Crade C. S. Al,.inu, fasteners shall be 2020-14. All other rests,,,• shall be p ,.I I..l.ed steel o, cedelue plated. All bolts shell a..for. to A. S. T.N. A. end nave standard ca plate Nean,n. Hol.. for bol to shall be bolt dl...tar plus 1/16• .•alsu.. - 7. Espan.ton bolts shell be Hiltl K•II, Bolts KS It carbon teal or av I par I.C.S.O. E.R.N.. 4027. All boos shall he.• a •L,l... contra. pPL ENCIry/ ' gag'dist.n.e or S belt ele..r•to. 0 .. !y S. E..n Instal tae ton .hall bear an identifying tag glvls the nu• ane add.... or tn...nur.eeur•r, sesta, lode. dna eneloaeDll lty. '`/ I -El M. S. All Utes Per telning to each P.,ticuler Instal Ltlon shall be ci.cl,d. I.a...Oro Jvet, past epacing, ...tlno dated. ate. a, FOK 10. Duan lattlea vara° cover .hall not be ane lose 4th anY trva o/ solid:�', to the h....;tel .a t.,let, and the dislgn load, havi'only bean .polled pro3acta0 area or in. Iattl.a, caf Ears, b..... etc. par I. E.B.D. If ,,, ,,,.:• b tris r tea I1. Far I1 .•tell see Sheet II or 12 Ng.2ex�a� ,.dented. -ES ft FOY. ATIACHED;LATTICE-TYPE .ALUMA--LATTICE PATIO COVER ,g,Na92 -17287 PATIO COVER W124"MAX. O.H. (AS Aifx 927 L.L.-10;208.30 P.SF. VALLEY ALUMINUM COMPANY WIND SPEED -lona IID MPH. '3602 W. LINCOLN ST. (602)278-6224 NHS OF 12 NOTE: NO CRACKS WITHIN 2=6'0F POSTS SMALL BE PERMITTED POST SHALL BE SET BACK A MINIMUM OF 4" FROM EDGE OF SLAB EXI! RE'. JET CX PATO OF t"^P gts iT TABC[ f00700T[S: t CONCRETE, SLAB (EXISTING OR NEW) COMPLETELY -SURROUNDS NEW FOOTJiNG. 2. CONCRETE SLAB DOES NOT EXIST. AND NO SLAB WILL BE CONSTRUCTED, AS DART OETRIS INSTALLATION. 3. DDS, 512E (1) r So. A .052• f33- so. X .us• 4 3.90. A .,BB• W-7' 6 II' -O" MAX. POST HEIGHT MOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. OPEN LATTICE TYPE PATIO COVER CROSS-SECTION GENERAL NOTES ANO SPECIFICATIONS: 1.1'11e.1n.. detgh and t ­ 58a' • • par the latest adttlon It the u.lror• euuding Coe• ane the '902 edition of the Al..ih.. Construction 2. tiuat. isrn.t• •lu.ln.. "!loth ear be .ueseleA ted rot tnos..neen, equal grey a re0lat.tad .len as Alu.l,w. Aaeclet len ane hwe •Roel or greater ... rl•la and Melee. 1.1..Dtn.. 3. }u o Crete t. . here a .Snl.. 28 ear-.Pt•..l . sannoen or be2. GO 1. p. s.i.ncener•X• •tee .n•u here 3i• •mt.u. eucAn•as and .nail e• en ,.so condition. A. 'It r.otings .hall beer e. FLY.. nature( ue-.'."reed .o I or .shed fell. Design rani..( .Ru P.M.g Dt. ahur• • I,O0O D.S.F. S. All steel.•"ear• •hall e• hot -.l0 got ... (rad at electroplated ane nror• to A.S.T. N. A_448, Grade C. e. Alwinu. feet.n.,A hall. be 2020 -Ta. Ali other fa•tenara hell be g•l.elr.a steel Rr ud.eu. plated. All PRIX• .hell ...for- to A. s.T.R. A -l7 ..e her• standard cut Plate ..*hers. Mole. for boles n' I e• bolt dl.eter Plus INP- "ac1.w. 7. [span•ton bolt. shall be HSltl Ke1N Belt. NO 11 ..mon steel o •Dust pee I.C.B.O. E. R.MR. ee27. .11 bolt• •hall Pau. • .(new. b- rate adds distance ora bete dt•.e tar•. 0. Each Installation .hell bear an Identifying tag gluing the nae and .ear•.. or Xn• .•nur•etur•r, e•etgn (bees .na .nclRsabillty. p, All (tea D•ralnlnp to eaeh D•rtleular lnaX•11•tlen .hell ea clrele0. 1.a., Dro3•ct, Do.e •Paclno, rooeeno aet.11, ate. 10. Open,( Attic• Datlo c r•r •hall not b• encloee eltn • Y X1D• e1 .elld ..•tial, And the a.aon load nave only been .DDI tae ie en. norronal prn7•tied area or the lattice. mter., bee.., etc. per I.C.B.O. ".tart.. ,,. cior all .•all references, 0.0 snot II or 12 r V%'TYPE9 In AND ARE USED ' TOR, GD TIDN. [ESTATE TPEO Q ARD' a.�@ BP USED i0R f00T INC: - CONOIT70N. POST TYPES 411 J_" BEAM TO POST CONNECTION a7 (D.3'SQ.P05T+(2)-2'x61/2' F -N WIND SPEED = 70 MPH. WIND SPEED = 90 MPH. WIND SPEED- 100M.PH. WIND SPEED 110 M.PH. X .024' W I (6)-# 14 SMS.. ® 3'SOL. POST+(2)-2'AG1�2' i LIVE LOAD - 20 LIVE LOAD 30 LIVE -LOAD -20 LIVE LOAD .'30. LIVE LDAD= 20 LIVE LOAD=30 LIVE -LOAD -20 LIVELOAD=30 X.032"W/ (8)-V 14 ' 8)-.14. S.M.S. - © '31 SQ POST+ (2) 2''X'G:V2' X024' W/(12) -•b S.WS: 1 • (2)-518'>.(M.&TO BM 121 9e0M9-TO BEAM . ®. 34SOL POST k2)-2'XG I/2' X.032'. W/ (12)=014 S.ALS: (27-3/4P'MB. TO P0ST f2) ]14°4M BT0 P0ST iF FOR SIZES OF 3 SO- POSTS SEE TABLE ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 8( 110 ` M.P H. ) TABLE B FOOTNOTES ABOVE. � ' E� MAXIMUM POST SPACING & FOOTING SIZE, WIND - 19/23 PS.F UPLIFT - 30 PS.F CC 0 w N Lij a 3" X 8" X ,042' BEAM / HEADER WITH CHANNEL INSERT a z W Ww wo (D FOOTING SIZE _ g a N U) z MAXIMUM POST HEIGHT 9 SIZE g LU LU crF'Q MAXIMUM POST HEIGHT. W-7" MAXIMUM POST HEIGHT= I I'-0' a z n -' U.- X o< LL w WIND . 100 M.P.H. WIND - 110 M.PH. WIND - 100 M.P. H. WIND -110 M.PH. Lu O z § I ND SLAB 2 W/ SLAB ' NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB LL: v17=8' 3"X 8'X,030' 12'-8' 5-0" IG' -11' z'-B'Snx 18'(1 18'.0 x 2[4"11) zLq'Snxl6' 18'a xz-G• 7-irsaxl8• IeDxz.a' s•rsn.xle 18"0x2'-10• KA: 21=2" 3"X8'X03G" 15'-2' G, -O, 15'-G" 2.lg1 SaXV(Ii IB -0 xz-G•' S-o'SQXS"(z) 18•.x2:8' (2) 31 Is 181(2) leoX Z-10, (21 31-51MXB°l3) 1WoX3'-af 1 N 979-" SXSX.042' 17'-9 7'-0° 12'-5' �o'SnxIB(P)180xZ-8-(z 3L25n.x6-(2)Irex2Llo'L 3'• xIS-(2119'-x3'-0'12) 3'-5'Sa-x Nr 190x7' -z' SEE BEAM TO POST a 3 CONNECTION -� TABLE ABDvE. w ;14'-B 3'X8"XA30' 10'-6 - 4'-2' 15'=G z'65n)(le•O)IBfex2'-.'111 2'-8'snx18'(I IB'10xz-6'(1) z'-gSox18'InIWAX2-'W") 2'-n'SnxB'("lepx2'-e•fu a 17'-7" 3'X8"X 036' 12'-7' S'-0' 14'-2 '8"5(1x1811) Iti0x2-6•(112'-a""Snxle'111i8 x z'6'(Ilz'-11SD)Lle'11 Id�xz'�' (I) 3'-1"SCLxIe•p119<x 2'10"(21 r� 20'-7 3X8'X.042 14' 9' 5-10 11'-4' 2'-IO%Qx8•( le'0x2-0 (2) 3'•01sa.XI02)I850x2'-e' 1213'-PS-xllp(2) 3'-3"Sax18121 Y-3S(Lx18+2)let'/x 3'-o'(2) J �yis It N et M. `pLD PROIEs; 0�pl 1RC IAW�W rFOYW "NOTED FOX ENGINEERING JAMES M. FOX. STRUCTURAL ENGINEER 8060 TELEGRAPH RD. DOWNEY- CALIFORNIA 00540 MI IF1l�EiU L/11 IK.t - I TF'C ALYMA-LN2 H6G rA F14TI0 00VE72 W/MAX O.H. (As M er) L.L.-20 8,30 P,S.F U VALLEY ALUMINA WIND SPEED -70&90M.P.H 'm-cF-w(./NC6N.ST-W mNQT 3 OF 12 ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 70 B 90 M.PH.) TABLE A MAXIMUM POST SPACING & FOOTING SIZE,WIND = 10/15,UPLIFT=10/15 z l z' w X 8' X .042' BEAM / HEADER WITH CHANNEL INSERT �,�,, N Jo CrU Cr FOOTING SIZE woo aOXo N N j Z MAXIMUM POST HEIGHT &SIZE g � J� j< , < MAXIMUM POST HEIGHT = 8' 7' MAXIMUM POST HEIGHT = 11=0" -RE g z OL RO Z,. a < g an WIND = 70 M.P.H. WIND . 90 MPH WIND =70 MPH WIND= 50 MPH. W 0 Q 2 NO SLAB Wl SLAB' NO SLAB W( SLAB NO. SLAB .W/ SLAB NO. SLAB .WI SLAB -m 17'-8" 3"X 8'X.030" 12-8" V-0" I 16' -II' 2-2 nxl#3)18"•x2'1')2=G"54x18 181vx2' '1')2'-4'sax '1j 18"°x2'2 1'12'-B'snxlB'1 x2=G'(') h iLl24'-9" 21'-2" 3X X.036' 15'-2" 6-0' 15'-G' 2°snx18f11 x2' Y8 'sox 18"v24"' 2'- G's axlex'18'x2=3"l')210'scxls(1 x2'6' -1 SEE BEAM N 3"X 9 X.042' 17'- 9- 7'- 0" 12= 5' 2'-5 18" x2=2"11 27-5a-- i,K r' . v 11 1 l IB 2'fo 2 8'1118 18 x24' 3L0`snxte Ig"x2=8" TO POST 3 CONNECTION TABLE BELOW. 14'-8' 3'X 87X .030' 10'-G" 4'-2" 15'-G" 2 -Iso -IS'(' 1R'0-. 10" 2'45o.xld` 18 2L2"(' 2'-2snx18(')18 x2' 1'1 2'-65-x18(.' I8' 24 l') 17'-7' t' 2'GSaxl$(' 'z2�-2'(')2�45nxmfl 3'X 8'X .036" 12-7" 5'-0 14'-2 2'2Sfixl¢(' 18'ox 2' 1 x2'2(112 8s-xe'18rx�4'' o 20'-7' 3 X 8'X .042' 14=9" 5-10' 1 r-4" 2=45n.xls') 18*x 2' 111 L8' x18"1' I$'rz24'(') 2'GSaxls' I x2'2'('1 1IDS-x16(') 2�6' ' rr J J FASTENER CONNECTION TABLE a , RAFTER TO [SEAM CONNECTION F- WIND SPE D =70 M.P.H. WIND SPEED -90 M.PH. WIND SPEED - 100 M.PR WIND SPEED. - 110 MPH o TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM ® 121-tt 10 S.M.S. EACH LEG (2)-010 SAI.S. W11112'x VB' (2)-#10 SMS EA. LEG (2)-312 SM.S Wl l 112'X I YNSHER R.T. EA. LEG. (2)-M12 511.5 EA. LEG (2) -TF 12 SMS EA.LEG Wl l llz'x 3"X 114'W -SH. (2)-# 12 S.MS. EA. LEG (2)-4'12 SMS EA U W11112'X 3'x 114'WASH 5 ( 4 -TOTAL) WASH. R7: EA.LEG, (4-T0TAL) ( 4 -TOTAL) 14 -TOTAL ( 4 -TOTAL 1 ( 4 -TOTAL 1 ( 4 -TOTAL I ( 4 -TOTAL I I5 ' 12)-#1O. S.M.S. EACH SIDE OF RAFTER f4>-lt 10 SMS- (2)-# 10 SM.S. EACH SIDE OF RAFTER. (41-# 12 SALS, (4)-X12 SM.S. EA. SIDE OF RAFTER 141-7112 SMS (2) -*12 SM.S. EA. SIDE OF RAFTER (A)-#12 S.M.S. SHT. I I .I (4-T0TAL) ( 4 -TOTAL) EA. SIDE OF RAFTER ( 4 -TOTAL) ( 4 -TOTAL) l 4 -TOTAL ) r V%'TYPE9 In AND ARE USED ' TOR, GD TIDN. [ESTATE TPEO Q ARD' a.�@ BP USED i0R f00T INC: - CONOIT70N. POST TYPES 411 J_" BEAM TO POST CONNECTION a7 (D.3'SQ.P05T+(2)-2'x61/2' F -N WIND SPEED = 70 MPH. WIND SPEED = 90 MPH. WIND SPEED- 100M.PH. WIND SPEED 110 M.PH. X .024' W I (6)-# 14 SMS.. ® 3'SOL. POST+(2)-2'AG1�2' i LIVE LOAD - 20 LIVE LOAD 30 LIVE -LOAD -20 LIVE LOAD .'30. LIVE LDAD= 20 LIVE LOAD=30 LIVE -LOAD -20 LIVELOAD=30 X.032"W/ (8)-V 14 ' 8)-.14. S.M.S. - © '31 SQ POST+ (2) 2''X'G:V2' X024' W/(12) -•b S.WS: 1 • (2)-518'>.(M.&TO BM 121 9e0M9-TO BEAM . ®. 34SOL POST k2)-2'XG I/2' X.032'. W/ (12)=014 S.ALS: (27-3/4P'MB. TO P0ST f2) ]14°4M BT0 P0ST iF FOR SIZES OF 3 SO- POSTS SEE TABLE ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 8( 110 ` M.P H. ) TABLE B FOOTNOTES ABOVE. � ' E� MAXIMUM POST SPACING & FOOTING SIZE, WIND - 19/23 PS.F UPLIFT - 30 PS.F CC 0 w N Lij a 3" X 8" X ,042' BEAM / HEADER WITH CHANNEL INSERT a z W Ww wo (D FOOTING SIZE _ g a N U) z MAXIMUM POST HEIGHT 9 SIZE g LU LU crF'Q MAXIMUM POST HEIGHT. W-7" MAXIMUM POST HEIGHT= I I'-0' a z n -' U.- X o< LL w WIND . 100 M.P.H. WIND - 110 M.PH. WIND - 100 M.P. H. WIND -110 M.PH. Lu O z § I ND SLAB 2 W/ SLAB ' NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB LL: v17=8' 3"X 8'X,030' 12'-8' 5-0" IG' -11' z'-B'Snx 18'(1 18'.0 x 2[4"11) zLq'Snxl6' 18'a xz-G• 7-irsaxl8• IeDxz.a' s•rsn.xle 18"0x2'-10• KA: 21=2" 3"X8'X03G" 15'-2' G, -O, 15'-G" 2.lg1 SaXV(Ii IB -0 xz-G•' S-o'SQXS"(z) 18•.x2:8' (2) 31 Is 181(2) leoX Z-10, (21 31-51MXB°l3) 1WoX3'-af 1 N 979-" SXSX.042' 17'-9 7'-0° 12'-5' �o'SnxIB(P)180xZ-8-(z 3L25n.x6-(2)Irex2Llo'L 3'• xIS-(2119'-x3'-0'12) 3'-5'Sa-x Nr 190x7' -z' SEE BEAM TO POST a 3 CONNECTION -� TABLE ABDvE. w ;14'-B 3'X8"XA30' 10'-6 - 4'-2' 15'=G z'65n)(le•O)IBfex2'-.'111 2'-8'snx18'(I IB'10xz-6'(1) z'-gSox18'InIWAX2-'W") 2'-n'SnxB'("lepx2'-e•fu a 17'-7" 3'X8"X 036' 12'-7' S'-0' 14'-2 '8"5(1x1811) Iti0x2-6•(112'-a""Snxle'111i8 x z'6'(Ilz'-11SD)Lle'11 Id�xz'�' (I) 3'-1"SCLxIe•p119<x 2'10"(21 r� 20'-7 3X8'X.042 14' 9' 5-10 11'-4' 2'-IO%Qx8•( le'0x2-0 (2) 3'•01sa.XI02)I850x2'-e' 1213'-PS-xllp(2) 3'-3"Sax18121 Y-3S(Lx18+2)let'/x 3'-o'(2) J �yis It N et M. `pLD PROIEs; 0�pl 1RC IAW�W rFOYW "NOTED FOX ENGINEERING JAMES M. FOX. STRUCTURAL ENGINEER 8060 TELEGRAPH RD. DOWNEY- CALIFORNIA 00540 MI IF1l�EiU L/11 IK.t - I TF'C ALYMA-LN2 H6G rA F14TI0 00VE72 W/MAX O.H. (As M er) L.L.-20 8,30 P,S.F U VALLEY ALUMINA WIND SPEED -70&90M.P.H 'm-cF-w(./NC6N.ST-W mNQT 3 OF 12 See p�t`o HSN' OF.�'t S III LJVTICE' (IIII ETNL RAFTER SPAN I ISEES I M ,. IG- (III i MAX QR 5! 31u II ((RAFTER, 111 IEE TABLE IIII SPACI /J `3'THICK IIII CONC. SLAB >6 FOOTING SIZE OPTIONAL 1 I �e cF,q,, QpStE t tg\' S� 5�� SPS A, NOTE: --r NO CRACKS WITHIN 2'-6" OF POSTS SHALL NOTE: THIS OPEN LATTICE -TYPE STRUCTURE RA! NOT BE ENCLOSED. BE PERMITTED, POST SHALL 13E SET BACK A MINIMUM OF 4' FROM EDGE OF OPEN LATTICE -TYPE PATIO COVER SLAB. MAX. PROJECTION MAX. O.H SINGLE SPAN PER TABLE A B $ C LMAX. O.H. SEE TABLE EFFOR RAAFTTERST �TO BEATM N' LATTICE I CONNECTION. SEE TABLE F. i nnn n MAX. SEE NOTE I J I LJ CROSS SECTION, SINGLE SPAN _MAX.l.� nn'nnft LATTICE jl IO.H. RAFTER SPAN I RAFTERSPAN i MAX QR 5! 31u MULTI -SPAN 3" X 8" X .042" HEADER/ BEAM a; IN SEE EN'L IF 10iIOTE 0�a FOOTING SIZE z -10 R- b: MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11 0' THICK CONC. SLAB e0{ fill OPRONAL 90MPH 70MPH 9OMPH I1 1 r1 I J I LJ CROSS SECTION, SINGLE SPAN _MAX.l.� nn'nnft LATTICE jl IO.H. RAFTER SPAN I RAFTERSPAN i MAX QR 5! N'L MULTI -SPAN 3" X 8" X .042" HEADER/ BEAM MULTI -SPAN SEE EN'L IF 10iIOTE =)z X�< <Rc FOOTING SIZE z -10 R- u l0 < MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11 0' MAXIMUM POST HEIGHT = 8'-7-1 MAXIMUM POST HEIGHT =I 1=0" I 90 MPH 70 MPH 90MPH Z] 90MPH 70MPH 9OMPH /SLAB ' NO SLAB2 W/SLAB IND SLAB W/SLAB INO SLAB W/SLAB INOSLAB O I W/ SLAB I NO SLAB W/ SLAB I NO SLAB 3leTHICK GONG LIVE LOAD 10=P.SF. 13 10-Q' 10''4' 18'PX 24u1 25'S4x18iq IBJ°% 21;' (I) TS -X IBq) - E 23'-2' 18"°x 301, SLAB, OPTIONAL . 12-7 2 X 2B'(' @' I x v) g. x3o D SONS H 11'-0" 9110" IBpX 24(11 25°SQ x18f:) Ia'WX 26' (i) 295Q% I 1> 3 X 8 X 4 22-2 IB"° X 30"ll 32"SO: X18'(1 I8VX 32'(4) 36"SQ x18(4) B x n e ix 5Q• T4; 1210' qr-!5r leOX 24°(,l 26'SQ.X1 i,) 18'°X 2G'(,1 30%Q•X 19"(1) LI 21'-3 18Rx 2B°(, 1 ; CROSS SECTION, MULTI SPAN FREESTANDING FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED =70 8, 90 M.PH.) TABLE A RAFTER SIZE ( AT 24" O.C. 31' -II"' Ise x32'(2) 3G'So.xlelz )BMX 36'(3) 41' SQxIBI MAXIMUM POST SPACING AND... FOOTING SIZE _ 6'-0' 13'-3' 18'PX 24"l,) 2G'SQXI u) 18"°x 28"nl 30 -mels) 3" X 8" X .042" HEADER/ BEAM 3a- 110' 18">/x 32'(21 35'SQ•xl8ta) 1 X 3G'(3) aI'sax la(y 3" X 8' X .042" W/INSERT HEADER / BEAM r a= mp F3 ~ =)z X�< <Rc FOOTING SIZE z -10 R- FOOTING SIZE MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11 0' MAXIMUM POST HEIGHT = 8'-7-1 MAXIMUM POST HEIGHT =I 1=0" 70 MPH 90 MPH 70 MPH 90MPH 70MPH 90MPH 70MPH 9OMPH /SLAB ' NO SLAB2 W/SLAB IND SLAB W/SLAB INO SLAB W/SLAB INOSLAB _W/SLAB I NO SLAB I W/ SLAB I NO SLAB W/ SLAB I NO SLAB JW1 SLAB NO SLAB LIVE LOAD 10=P.SF. 13 10-Q' 10''4' 18'PX 24u1 25'S4x18iq IBJ°% 21;' (I) TS -X IBq) FREESTANDING 5'-0' 14-G' Ie X 24'(0 28'Sdx 431 IB"oX _287`( 1a 33'SQ x18"0) RAFTER SIZE ( AT 24" O.C. 31' -II"' Ise x32'(2) 3G'So.xlelz )BMX 36'(3) 41' SQxIBI MAXIMUM sv H ( CLEAR ) _ 6'-0' 13'-3' 18'PX 24"l,) 2G'SQXI u) 18"°x 28"nl 30 -mels) 0� MAXIMUM POST HEIGHT= 8'-7" MA IMUM POST HEIGHT = II -0' WItN 3a- 110' 18">/x 32'(21 35'SQ•xl8ta) 1 X 3G'(3) aI'sax la(y L. L.- 20 PSF x 8 x.042 70 MPH. W/ INSERT WI SLAB I NO SLAB 7'-0' 12'-3" 1810'% 24"(I) 20SI-XIe(1) 18'0X26 (n 30SQ.x1 (II _F1'-rJ L.L.-20 L.- 2 29'-4 1e'A"%32°(2 35'SQXIEq 18°x 36'(3) 40'S/QXIS(3) 7=0" 13'-9" left2G)• g119p13o"I 1 °x ellsQx x g -Q° IB°% 24"(11 26'SQ•x11 IB'0X 26 ll) 29°50.X IB(�1 LL: -20 P.S.F 2�j'-8 IB'd x 30°Q 33'SQ•XI IB°X 34%3) 311" 50XI8l3 7'-9' 13 -7" 18"x20 " 30 8 x3o ' oar ' s L2 9'-0' 10'`10' IB'PX 24'm 25'SOX18(') 1810% 2G' (1) 29SQX I (1I 24'-3' 18"0 X 30"W 33°SOX 18� IBX 34'131 37'SQ%18(3 W = 10-Q' 10''4' 18'PX 24u1 25'S4x18iq IBJ°% 21;' (I) TS -X IBq) 23'-2' 18"°x 301, 32"SQXIBp I X32'(3) 377SOxl9(4) . 12-7 2 X 2B'(' @' I x v) g. x3o D SONS H 11'-0" 9110" IBpX 24(11 25°SQ x18f:) Ia'WX 26' (i) 295Q% I 1> 3 X 8 X 4 22-2 IB"° X 30"ll 32"SO: X18'(1 I8VX 32'(4) 36"SQ x18(4) B x n e ix 5Q• D. 1210' qr-!5r leOX 24°(,l 26'SQ.X1 i,) 18'°X 2G'(,1 30%Q•X 19"(1) 21'-3 18Rx 2B°(, 31'.SO%1$, I X 32(4) 36'SOx18(4 13-0 9'-0" 18bx 24(11 2?'SQ..xIBu 18yx 2e(I) 30°SO:x Iain 2 5" IB"� x 28'(,) 3,'sdx(a(, IB x 32'(al 35'SQxI&41 14-0 B'-8' IS'Px 24(11 27"SQ.X IB(1) IB -28(.) 31'SQ-X 18111 19'-8' 18"0 X 28°(11 30'5Q•X 18(' is X 32'441 35'SQ•XI8141 15 0' 9-5- lex 26',,, 28 SOXIBi1) 18 °% 28 VI 32'Sa•X 18(11 19'-2" le' X 26'(,) 3O'SQX 94, 18° X 32'(4) 35' SQ X16,4) 100' B-2° 180X 26(1) 2 SQ•%1810 18"X 30'(1) 325dX 181q 1$-6" 19/% 2611) 30SQ•X 18i 0f1l f' 3 0' 2.75'--tR. M� R.•05° } t20' 3.0�� _s 3'- STEEL X.046 0-,* r2.0' I 1,01. L-7'%a'X 3/p'%0�•3 1 EA. SIDE (.E-TOTAL)STEEL POSE k25' I R•.05' I 1• � -I.5° R•.05° 1 I/2 50.. LATTICE 3'O.C.MINIMUM ' W/�I 1 8 X 2 S.N.S. FA-RAF7ER(TYR) 2 L-7'%6'X718'X O' -Y THRU RAS° EA. SIDE ( 2-NE,JW. 1 REFER TO POST R7q ROOFED-TYrE, - 7 BASE CONN TABLE I: I I FOR THE TYPE OF G.5' ); - 7N STRUCTURE SELECTED Ia GA. STL %B . I CHANNEL SEE TABLES _ 3.0' '�. 02a • 1.5° D18' 3• - _ RAFTER B.0' INSERT ASTM A3G SEE � FOR ABLES FOR THICKNESSES FOR THICKNESSES 6.5' Y SO. POST I 1- 042 •• .oza• 1.75' �. 0 32' i \ SEE TABLES TYR j FOR USE ASL - ---- -- - RAFTER. CONCIRETE ANCHORS SIDE PLATE REFER TO POST BASE {' l RAFTER 1 COW TABLE FOR THE 3004 - H 36 . EA. SIDE 3004 - H 3r. TYPE OF STRUCTURE 3004•H3G 3004-H3G ALUMINUM I ALUMINUM SELECTED. ALUMINUM i ALUMINUM bL ) - BEAM/ HEADER W/CHANNEL INSERT (Ij RAFTER 2 POST W/SIDEPLATES 3 1 Y2 S0, LATTICE 4 LATTICETO RAFTER CONN. 5 DBL. ANGLE MST BASE CONN. 6 NOTE: POR SIZE 6 NO OF FASTENERS / A.B. S SEE CONNECTION TABLE FOR THE PARTICULAR PATIO COVER OR PDX STRUCTURE SELECTED. MOTE: FOR SIZE OF STIFFENER/NASNER PLATE. SEE POST BASE CONNECTION TABLES. ' I 27,8'------ .e (. G 1.12° $"RAFTER RAFTER 24'O.C. 3'X B'XA42'RAFTER �{� ' I - 7- '% 8'x.042'WIINSERT NEADER/BEAM E (2)- 112'• 2 ° U2'D M.B• EA ANGLE I W/ $Tp WASH R. NOTE: FOR SIZE OF ST I FFENCRINNSTAB PLATE. TABLES. '/" 090' THK. LZ 24'0 C. W / WASHER RATE I/2' Il2'• i SEE'TABLE SHT 2 J -3%3%5116X0-3 �EA SIDE (FMX0- FTER 1 V2" I .040"Q• 6063-T6 ALUM TYP .040°GR 3004-H36ALUM. �..._-..._ SCE POST BAS[ CONNECTION ,TTP TYP .; (2) TOTAL, ALUM ALLOY I' THK. STL A3G y2} ' - - - 'A 2 I ^ * / \ ALUM. ALLOY: 6063-74 OR 17/81 I° 7004 -HSG 1 BEAM /HEADER! I ALUM.ALLOY•��: .6041 -T6 - 5G�\NIy I W NOTED IN DETAILS .I}_ BE CENTERLINE • I/2' MIN. EDGE PER - - L.L.-10 -_ I -� -_ - I 1•\ 1.1 ALUM.ALLOY GOGI-TG GOG3 -T G OR + 3OO4-H3G 1• +.FASTENER, I TTP. DETAIL ^MW. 2�' I (J) -51ST M.B. 9'L.L.•zo 970 212 1 131 • Il2"AM.e. 3` X 2 •.51,'l 2' N 21 •x 21 ' G RAFTER 4i 2 3 % 8X.042' HEADER I BEAM W/CHANNEL INSERT I ------ I i ---SEE VAWOUSOETAlL5--4 1 �• 3 x ua ANGLE. EA. I SDE OF POST. AS.T.M. A•44G, F'h40 K 51 FOR SZE & NCL OF / I 35" X 21/2, H' RAFTER OR S. FOR68" 2 3' SO. POST NOT E: B SEE CONIE(TY7N TAaES FOR T IE FA TICULAR PATIO DOVER OR •. REFER To SHr. 10 FOR USE OF THIS CONN. !► W - 31/8' OR 2 B RAF7EER. REFER TD.sl+t 2 FOR ROOF STRUCTURE SELECTED. USE OF THIS CONN. POST BASE BRACKET/ STEEL 7 POST BASE FLANGE BRACKET/AWM 8 BRACKET i RAFTER/To 'BM/HDR. 9 ANGLE CONN. @ RAFrER/WMERBEAM 10 "U' BRACKET -.GENERAL (IQ DDL:ANGLE COW.G? HEADER/ POST 12 � E 8 NOL OF FASTENERS / A.B?, o " 112°% 112 %�A62' ( L • 3" 1 3'54 COLUMN. \ , SEE CONNECTION TABLE FOR THE r 6043 -TG ALUM..M I V2 % I Y2 PARTICULAR PATIO COVER OR ROOF X -040 3004-H3G ALUM( L•3' STRUCTURE SELECTED. SEA. SIDE.--- -�� x3,1G'STL '+\� (T BASE SHT.II ° ♦rte.. "i . '+-• I LNC 2-vB SM.S: EA- SIDE Z RAFTER , .POST SIZE SEE TABLES A$.Ty A3 SIG ; Ty FINISH GRADE E •N . X D FTER @ (; 24.O.C. MAX. _ _,�2 3a' _ IRA 24O.C.MAX ___ o o I i' _ Ii;y,-111,, on I���p�<"N I W IGA.LIBOI•"` �7TED HOLE 1/N:� p 1 a -r -- 5'M1N.-l1'. BfiAOkET EI!CH RAFTER RAFTER i i• BRACKET Wl2 -014 9 p._ WIT. GRADE I EMBED FDST I �• 1 I I WI( I/4'•M.B. I N IV16' R00( BEAM/HEADERSMS 1 TO BEAMB4 10,SHT•11 70 RAFTER. : -_ 3/4'arX$'IONG TABLE TIRU I SEE SRT. TO FOA ASSEMBLY (2)-010 S)A5. EA LEG• 1.• SEE yBOLT POSTINSTRUCTION P3020 FOR WOOD TO BEAMb(2)-•10 S.MS• 24'MAXIMUMsCRENIs.EA SEED B- LEG 7DRAFTER. 24' MAXIMUM _ G' MINIMUM 2•�20X3'WOOD E NO OFFAS TENER5/ $HT.11 G' MINIMUM f 6BRACKET I �o•►LLNaip4(.150) W E j/' ox ) j L•2081 FOR 30F?SF, AFO WIRD E)�PO EES 100C A.B.' SEAC01NER1ONTABLE \� FOR 9ZE b NO. OF FASTENERS/ A.B°) FTG. SIZE ZINC i 111013 BE 110C FOR T/K PARTICULAR PATO COVER 21 -*14X 2 314'WOOD SCREWS ALL -OR ROOF'STRUCT\WE SELLCTEO. SEE CONNECTION TABLE FOR THE SEE TSS I A X 9' a.R (BASE PLATE DIMENSION �� •a°' HER DESIGN LOADS. Nom: FalsIIE of STIFFENER/NASIIER 'LATE. PARTICULAR PATIO COVER OR ROOF U% FOR FREESTANDING ONLY WELL COMPACED SOIL) SEE RAFTER TO BEAR CONNECTION TABLES. STRUCTURE SELECTED. t WALL CONFECTION 13 RAFTER TO BEAWHEADER OONN. 14 RAFTER TO BEAM/ HEADER CONN. 15 EMDEDDED POST 16 POST 10 SAFETY. STAKE. 17 ST TO ABESCO ANCHCR IS' #14 SMS 4 $CREWS EAM IRECTLY IOST sPL1t> SHALL OCcuR PEER AN INTERIOR r '� 21 rte•, I I PER SIDE OST NOTFERMITTEDe 2- UNIT `t:%.." y!•, w. , G yDE PLATES.+,E _SIDE PER HE0. 9' 331 SM- II 3' y2 PLASTIC PLUG L I _ E 3'SO• POST /. �^ T1RU BOLTS OpG• WHERE SCREW IS ON .: vj-F- 21I .074'INSERT & FOOTING REFER TO POST BASE STEEL POST CONN. TABLE FOR THE TYPE 'OF STRUCTURE INSIDE. I I . Sa I ,II 3.5°. -� I 2Z I " �, �;,.,; D• 3•SO. X D24 POST ems" I I SELECTED I I I I 7' I O I �} 11 I N I y- FELE PO AT �� ANL SEE FASTENER/A.B. I I •14SMS EASIDEeWTTOM, MID HEWN BTT OP I _ 7'S( 4'X 31fiX O'-3• 3.5" 2'� I TABLES FDR THE i FLAN PER. 8O 2 -•14 SALS. EA.SIDE IY2.• EA.SIDE( 2-TOTAL)PARTIOU FOR IDOFED•TYFE, S` 'S' 2' COVER O R ROOF 1 I I I 7. 2 �. I SHEET. 6 • I I 6 SCREWS �- STRUCTURE SELECTED 112 MIN •I . 0 OETAII 7Q oR BO SHT. 11 1�'WN 3 612°RAFT ER (SIDE PLATE) I I 4 -*140R G-s14I I ^ PER SIDE 2�°Ow EACH SIDE` I I SM.S. EA. SIDE I ; . A G12 RAFTER 1510E PLATE C -, E• a LyY n a! II -�- 3'SO:FCST BETWEEN I I I EA. SIDE. I SIDE PLATES 1 I •14 $M5. EA. 9DE LOP MID-HEIGHTGeSOT. I I I 3'S4 POSTSIDE PBETWESEN 2•. O° ^ . ` pto PR•:':E•q •. v 'o\ SFE EVENER/.AH TABLE FOR, NOTE: Y-- / I .I 11 I 3 SNS 11 3'%.OG2'PLTS., - -�• sNl 1:SSS THE PARTICULAR PATO COVER OR ROOF STTUCTULIE SELECTED FOR SIZE 6 N0.0F FAS Alk -,SEE CONFECTION TA9E' EA. SIDE AWN. { ALLOY �OG4 -TG I -I CON FOOTING p0y Eta bN v4-ABOLTS MAY BE USED FOR THE PARTICULAR PATIO AS ALTERNAT TO #14 3' SO,. STEEL COLUMN. iI-JI--It ISA Fy SEE •�} N+fS COVER OR ROOF STRUCTURE SELECTED. TARLES FOR SIZE. s+.E M. BEAM / HEADER TO POST CONN. 201 BEAM/ HEADER TO POST CONN. 21 EAM/HEADER TO POSE CONN. 22 POST TO FOOTING CONN. 23 ST TO SLAB CONK 24 POST BASE FLANGE BRAC&7/AL LIN. 9 CaO. E,& d 5.20.02 10-151 KNE. ICHANGED SHT. w 7 TO 11 �.,»F 'A10 8 m°° FOX ENGINEERING •"-m0' IA's 'L � - •1• COMPONETS 6 DETAIL OOtN• ' '. ALGIMA-LATTICE PAT10 COVER �•. .s 92 17287 -- NOTED EVALUATION RJR ras RIFT. BYI _� K.K.- REPORT NOL E JAMES M. FOX, STRUCTURAL ENGINEER LATTICE TYPE PATIO COVE OMP NY' 5003�-38 0080 TILIOAA.H K0. OOWORY. CALIFORNIA 00260 Cwl sjj j ES N.UNCOLN ST.• (6021278-622! ym II OF 12 40' (25• I.44' ��-;} THICKNESS i TI I_ 1 I ANEL � ' '•.50' I IN TABLE; SHT 6OF I 3D' �• 1..7 I ` .90 IrVTYP, 50' I �• II i TYP G2 1. 12r MATERIAL, 3004-H3G ALUMINUM 24" ROOF PANEL 11/tea zv3z' I I�' .208' • 15/32•, --r- V4 28' 13,..• ie• 'ye' 45• .332.. TNI KN S SEE PANEL IN ABLE, SHT G OF 12 MATERIAL : 3004 - H 3G ALLMINUM 12"X 3" W PANEL {-r R-.141' 1 3!. 45' R•.117° .0 CONTINUOUS SPEED RAIL PER DETAIL ( WHERE OCCURS) 6063-76 ALUM. "J" RAIL ATTACHMENT 81 R J25 J04 FULL R SEE SET. 10 FOR ASSEMBLY .H2 PLASTIC PLUG INSTRUCTIONS FOR MOOD 5" 4sl,n FOX ENGINEERING �QF'°° �. JAMES M. FOX, STRUCTURAL ENGINEER ""` "' "°' , 0000 TOLIONAFW' RD. DOWNEY, CALIFORNIA 00140 SCREWS. 0 SEE SET. 10 FOR ASSEMBLY 10 20 30 10 20 30 " INSTRUCTION FOR WOOD -EXIST. MALL . SCREWS. FOR FASTENER SIZE B SPACING, SEE SCHEDULE 10 SHF12OFI2 D-7/16"Ox 1 1 /2" @ 12" O.C. J- 1 /4"0 x 1 1 /8' @ 16"A.B.A /(6)-7110 SIRS EDUALY SPACED EXIST. RAFTERS e24'DC. �� A 10 S.M.S. THRU PANEL LOCKS & AT EA CONTACT D.F. LARCH .POR FASTENER SIZE 1 SPACING, I MAX. SEB-SCNEDDLE 10,. SET. 12 OF 12 NOTCH ' �.ROpp 7r PANEL -L- TECO CUP EXIST .2 X FASCIA HANGER 7J SHT.,12 BOARD. MI 4t 10 S.M.S. R EA. ONTACT. ' L• MAX. _ MAX ALLOWABLE PROJECTI%_ EXIST EAVE OVERHANG SEE SCHED SHT. Q OF 12 RAIL, 7O SHY. 12 - 5 EXISTING EAVE ATTACHMENT �0• 1425' ---D25 R (3) 3• .812' I ` I .208 J64 /\ FULL R 1.jj50° .050 (•I ) ,-FULL R 025 T' 4B3' 500' fASTER5 DIRECTLY IL000' 4-- ATO A ASCI SES -- .042" 3A4 - \/ LO WAL OR G� r:_ 2x - -- 3.737' .0ro'X 90' L062 4-1 .062' 2.625' .750• 250' fi �1 -.O�" -}I r J DIO'R XOIO'DEEP .062(2) 4237' �c�.625' 1 EASO, ( 31 I I I REF- I EF FiOO. j .050' A50" 0(2)R --__i L90X•010DP62X 1 375' R I .010' X 90• DP .117' R 7 .130' .130• I 21 / - EXPOSED SURFACE --' �lr .130' 1.500' 2J) .000' REF. .010'DEEP X.90' (TYR ) 5 'J' RAIL •C' HANGER 3 "G" HANGER _ PROFILES ALUMINUM ALLOY 6OG3-TG LOCCUR INTERI - HANGER RAIL FASTENER TO FASCIA,' V INTERIOR ,7►1.q; TEDC 2- � AT X PASCIA. T .8. MIND W SIMPSON-A35 16" DESIGN L.L.= L.L. L.L.= L.L.= 3.5(62" �L062' .010'R XO10' DEEP 42' 4237' EASCO ALUM. I.D.1 3) A62i .062 R (2) r t b25' 1 1 J I .124'R .0 I I L37 5 I .010"DEEP X I 90'- �X RAIL YP) - EXPOSED SURFACED- - H NGEF 4 SCREWS I PER: SLOE D ---- I 2750' F__ I L25' I .130• I � .EA rGN7 F\ 1.500 519 1 •� 1 - -EXPOSED SURFACE --� ortcsn �ys�"" 'Es u. f°} 2 "J" RAIL .H2 PLASTIC PLUG 6 SCREMIS 5" 4sl,n FOX ENGINEERING �QF'°° �. JAMES M. FOX, STRUCTURAL ENGINEER ""` "' "°' , 0000 TOLIONAFW' RD. DOWNEY, CALIFORNIA 00140 7' 0 30 10 20 30 10 20 30 " 4-ai4 OR G -7h4 WHERE SREW ISOH . D ---- I 2750' F__ I L25' I .130• I � .EA rGN7 F\ 1.500 519 1 •� 1 - -EXPOSED SURFACE --� ortcsn �ys�"" 'Es u. f°} 2 "J" RAIL ... _.-_ I .H2 PLASTIC PLUG 6 SCREMIS I 4sl,n FOX ENGINEERING �QF'°° �. JAMES M. FOX, STRUCTURAL ENGINEER ""` "' "°' , 0000 TOLIONAFW' RD. DOWNEY, CALIFORNIA 00140 a"0° H _ 10 20 30 10 20 30 10 20 30 " 4-ai4 OR G -7h4 WHERE SREW ISOH . a m D-7/16"Ox 1 1 /2" @ 12" O.C. J- 1 /4"0 x 1 1 /8' @ 16"A.B.A 70 C C E H NJ JK 612'RAFT ER (SIDE 0.A7E) I I I INSIDE. I E -3/8"O x 2 1/2" @ 16.'.O.C. X- 1/4"0 x 1 1/B" @ 12"A. B.! HILTRB - I EXISTING RAVE' 90 GVRAFTER(SIDE PLATE) EACH SIDE H M J J K .5! EA. SIDE. I RAFTER EXISTING ALLOWABDECK *Vjw LR 100 C '/• "'222FFF 233' 233 F H H• J r I 3'SO POST BETWEEN 3'SO.FOST BETWEEN I RAFTER SIEXIST OVERHANG X _ _ 14' S" 12' --._... _. .... ... 110 D C SIDE PLATES I K HULL OR 16-O.C. 2". X 6" 8 -S - ' WAIERLAL: 3004 - H 36 ALUMINUM JOG DESCRIPTION DESCR � . roX 2" X 6"FULL OR 24" D.C.' 2'-0" 17'-5"'�'W'Or1. r i A -74 -TO -7 1 1 2 @ 12 O.C. F=7.16 "O x 2 1/2'' @ 16"O.C. 3 Lo. (III F a e-3/8"0 x 1 1/2" @ 16" O.C. G-7/16"0 x 2 1/2" @ 12"O. C. ... _.-_ I 11C.BO. E.S. EVALUATION REPORT N0 5038 6 SCREMIS I 4sl,n FOX ENGINEERING �QF'°° �. JAMES M. FOX, STRUCTURAL ENGINEER ""` "' "°' , 0000 TOLIONAFW' RD. DOWNEY, CALIFORNIA 00140 a"0° H C -3/8"O X 1. 1/2" @ 12" O.C. H- 3/8"0 x 2 1/z" a 12O.C. 7i. I; I _NOTED -.>'- KK 4-ai4 OR G -7h4 PER I I a m D-7/16"Ox 1 1 /2" @ 12" O.C. J- 1 /4"0 x 1 1 /8' @ 16"A.B.A T i �i I I !' I S.M.S.EA. SIDE I SIDE I I 612'RAFT ER (SIDE 0.A7E) I I I E -3/8"O x 2 1/2" @ 16.'.O.C. X- 1/4"0 x 1 1/B" @ 12"A. B.! HILTRB - I EXISTING RAVE' 433 A33 GVRAFTER(SIDE PLATE) EACH SIDE I.51 FfJi,' 2.0' 1.3' 1.3'I 2.0', Ib5 �! .5! EA. SIDE. I RAFTER EXISTING ALLOWABDECK *Vjw LR '/• "'222FFF 233' 233 I I 3'SO POST BETWEEN 3'SO.FOST BETWEEN I RAFTER SIEXIST OVERHANG X _ _ 14' S" 12' --._... _. .... ... i- ♦ 14 SMS. EA. SIDE TOP MID-�HEIGHTBC•807. SIDE PLATES I SIDE PLATES �' 1 I HULL OR 16-O.C. 2". X 6" 8 -S - ' WAIERLAL: 3004 - H 36 ALUMINUM I NOTCHED 24"O.C. 2'-0"[iCF,y.. roX 2" X 6"FULL OR 24" D.C.' 2'-0" 17'-5"'�'W'Or1. r 2'9 X B"NOTCHED 3 Lo. _• / 2" X 8" FULL 24" O.C. .2'70" 23"-1" Ro, ' 12" X 3 V2' W PANE L 3 BEAM /HEADER TO P05T CONN: 8 BEAM / HEADER TO POST CONN. 9 AT2ACN® ��"R �o lti• OF RATER •TAIL' I 'MAX 9..._.. 1 RAFTER •TAIL' RA iTER'TAIL' 75• 25% OF POST FACE OF J'S6 POST OVER NG SPACING, MAX. OVERNANG� 2' I' I'-0' 2' 1' 1-0' -tw6E �% ♦1 _I 2. I. 1'-0' A 4 q SM.S. AT12'OC. V(21'10 SMS EA SIDE (4-TOTA .r^ o � FES'.''• •yam• ,Y�J l21♦IO SM.S EASIDE, 4 TOTAL *go SALS. .24 a 12 04 1 �" I q' � ROOF PAN : ROOF PANEL u 11 10".S. 2.0' I L5 I.GS' H E BLE. '1.74' 2A' 1 - 14• G 12' - - G I/La 4' AT FMNO.C. 4• 6 SHT.4 GF 12 - 5. i ( - . (2)11p EASIDE ! ALUM. BRACJ�T X 2 2' - -.- IoI 5, SIDE FASCIA (4TOTAL) r. 024 ALUM.BAIOFTx i #10 SMS TOP B BOTTOM (2 -TOTAL) a RAFTER Q. V2 X 2'X 41IiS(2'%.024' A(LM.9IAOFT/ 6 -0• -- 8 RAFTER RAFTER .024 � ,O WI 1 D X 112 S.M.S. .12 s 10 X V2 SKS TOP 8 BOTTOM. SM.12 5 R0LL10RAED GUTTER ♦ p X IZ SMS, TOP 6 BOTTOM l 2 -TOTAL) 6" X 2' FLAT PANEL 4 RAFTER "TAIL" AT SIDES (1 01 RAFTER "TAIL" AT FRONT RAFTER`TAI� W/G'X 2- FLAT PANEL 13 I 11C.BO. E.S. EVALUATION REPORT N0 5038 7.12.92 LOIS K.K. CNANGED SHT. • B W 12 4sl,n FOX ENGINEERING �QF'°° �. JAMES M. FOX, STRUCTURAL ENGINEER ""` "' "°' , 0000 TOLIONAFW' RD. DOWNEY, CALIFORNIA 00140 )Ars " rox "' COMPONENTS aDETAIL CONN. FOR ROOFED TYPE- PAnD COVERS ALUNiI- ( ICE n0 COVER Vaca � we AN UST. COMPO (6 2)2--. fX '85009 ,e...s�•nPRT OMQi 12 DF 12 _NOTED -.>'- KK