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PAT (13-1476) (Structural Calculations)The Management Trust MONARCH GROUP DIVISION MOUNTAIN VIEW HOMEOWNERS ASSOCIATION November 08, 2013 - TABATHA FEDORUK 50-035 MONTELOMA COURT .LA QUINTA, CA 92253 RE: Architectural Submittal for 50035 MONTELOMA COURT _ Account #730931 _ Dear Homeowner: , The Architectural Review Committee for MOUNTAIN VIEW HOA has reviewed and APPROVED your architectural submittal for the installation of patio cover per the plans submitted. ARC approval of plans shall not constitute a representation, warranty, or guarantee that such plans and specifications comply with engineering design practices or zoning and building ordinances, or other governmental agency regulations or restrictions. The ARC shall not be responsible for reviewing, nor shall its approval of any plans or design, be deemed approved from the standpoint of structural safety or conformance with building or other codes. By approving such plans and specifications, neither the ARC, the Members thereof, the Association, any Member thereof, their Board of Directors, any Members thereof, or the Declarant assumes any liability or responsibility therefore or for any defect in the construction or improvement from such plans or specifications. As provided in the CC&R's neither the ARC, the Association, the Board of Directors or the Association or any Members thereof, not the Declarant or Developer shall be liable to any Member, Owner, Occupant, or other person or entity for any damage, loss or prejudice suffered or claimed on account of (1) the approval or disapproval of any plans, drawings, or specifications, whether or not defective, or (2) the construction or performance of any work whether or not pursuant to the approved plans, drawings, or specifications. Your patience and cooperation with,the architectural review process is appreciated. If you have any questions, please contact the association at (760) 776-5100, Extension 333. Sincerely, On behalf Of the MOUNTAIN VIEW HOA Architectural Review Committee ` Jamie Hansen The Management Trust - Monarch, Group Division Enclosures (1) cc: Board of Directors Unit File 39755 Berkey Drive, Suite A, Palm Desert, CA 92211 AN EMPLOYEE OWNED COMPANY PH: 760.776.5100 FAX: 760.776.5111 www.managementtrust.com TW & TF �y hpV 8 EQ. STEPS 0 29.0 UFG CITY ®F LA QUINTA BUILDING & SAFEW DEPT. N APPROVE. o DATE I i �AI BY Lp' ib s _� ,O S0 w �' ° 35.001, 28 , 26.99 cp 28.0 i' 4 0 .' � •gyp �: G8 S, �' � .o o/ 26 .3 ` - , .0 a _' Sog ° 26.20 Tc � I 00 35.00 TW �� 0 I 262.44' 26.99 TF c co S=5.05% 1 EXI D.I. 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SOLID PANEL TYPES LfMG ATTACHMENT CHANNEL AMO OFS1RU0 ALUMINUM SEE DETAILS T " �l MO�Rf y ROOF PANEL MIN. 0.25' SLOPE PER FT. �FPRW C L SEEFOR SCHEDULE SPANSi (rr_ 0. r 1 OF SPANNOT TO EXCEED 25% f OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 3 12'SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. MAY BE USED SEE SCHEDULE SEE SCHEDULE WHERE PERMITTED. MAX. HT.= 12 NOTE: NO SPLICE AT THIS POST ANDA END SAYS.— FOOTING WHERE REQUIRED SPLICE AT THIS SEE SCHEDULE MAX, HT.=1Z FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II TING WHERE REQUIRED CHANGEABLE WITH ANY OTHE SEE SCHEDULE FOOTING CUBE SIZE COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.M.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SO. POSTS, SIZE VARIES ALTERNATE: 3 12' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9' STEEL ROD 10 TYPE "C" F EXP. BEAM SEE SCHEDULE FOR POST SPACIN Sgt SPLICE AT THIS AT END BAYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ;ANTILEVER OPTION SEE DETAIL FOR SPLICE - +� SO. POSTS, SIZE VARIES 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 12' SLAB 1 SINGLE POS MAY BE USED SEE SCHEDUL TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED ' SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x I STEEL ROD TYPE "D" FREESTANDING MULT NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 3 12' SLAB ALTERNATE: CAMPBELL ASSOCIATES, INC, SATTACHMENT INGLE POST. I I 'NOTE10 - MAY BE USED SEE SCHEDULE DATE: i0O1/l012 WHERE PERMITTED. SOLID PSL 10, 20 8 90 pd � . SEE SCHEDULE SPLICE AT THIS UPMO E W 0186 MAX, HT.=1Z POST AND AT END BAY STRUCTURES STRUCTLRE9 TING WHERE REQUIRED B288 ALPINE AVE.. 6ACRAMENTO, CA 85826j SEE SCHEDULE FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - REVISED BY: i CHANGEABLE WITH ANY OTHER 80, 100'6 110 MPH i COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION F48�(EMG �IlIFPINUM TkOFS>R��RfVin,_- ANEL MIN. 0.25 SLOPE PERFT., O.Hi 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 12' SLAB 1 SINGLE POS MAY BE USED SEE SCHEDUL TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED ' SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x I STEEL ROD TYPE "D" FREESTANDING MULT NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. DRAWN BY: E.N. .LIVE .TOM CAMPBELL ASSOCIATES, INC, LOAD •jPAT'OR . B : - DATE: i0O1/l012 SOLID PSL 10, 20 8 90 pd � . DURALUM PRODUCTS, INC. I UPMO E W 0186 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO STRUCTURES STRUCTLRE9 Nps¢ WI ; B288 ALPINE AVE.. 6ACRAMENTO, CA 85826j "SHEET 2 OF 33 REVISED BY: RANCHO CUCAMONGA, CA (961) 741.2107 80, 100'6 110 MPH (818) 462.7021 FAX 403.1518 oW®dw*km RAFTER SEE TABLE * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 1/2' SIDE PLATES. ND FOR ASPACING LNG OPEN LATTICE TYPES MAX PROJ. MAX PROJ. jZ: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE SEE SCHEDULE 41 MAv�T BE COVERED. MAX. O.H. "qC _ 2SX OF SPAN 0• ANFORD STER 8 PINO / LENGTH OF STRUCTURE VANES POST WITH SIOE PLATES SEE DETAIL I-- NOTE: EACH COMPONENT IS INTER- I� SLAB ATTACHMENT MAY BE USED WHERE CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.Tf s FOOTING WHERE /�I�• BEE 6CIIED. FOR OPEN LATTICE -TYPE COVER Nyg: THIS OPEN unlcE- SGLE: NTS MAYMBE COVE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRU * ~ N . C37 RAFTEFOR SETABLETTE ZE AND SPACING . LENGTH OF STRUCTURE VARIES NOTE: SEE aAr LENGTH OF STRUCTURE VARIES P0.4T VAIN PLATES ATES r , SEE DETAIL EACH COMPONENT IS INTER- 3 1? SLAB ATTACHWNT E WITH ANY OTHER MAY BE USED WHERE NT UNLESS OTHERWISE SHOWN. T SEE SCHEDULE FOOTING WHERE REQUIRED. FOOTING CUM _ 0 TYPE "F" ATTACHED MULTISPAN g TTICERSTRUCTURE NOTE: TMS OPEN LATTICE -TYPE STRUCTURE MAY�T BE COVERED. H sEE MAIC scHEDEDUIF a, LENGTH OF STRUCTURE VARIES POST CROS"ECIXXI, " 31? SLAB SEE POST DET MAY BE USED NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN CHANGEABLE WITH ANY OTHER FOOTING. BEE a 1R. SLAB COMPONTENT UNLESS OTHERWISE SHOWN. MAY BE USED t NOTE: EACH COMPONENT IS INTER- TO EE OPEN LATTICE -TYPE COVER CHANGEABLE WITH ANY OTHER i r SCHEDULE FOOTING WHERE REOUIRED COMPONTENT UNLESS OTHERWISE SHOWN. EGGING REOIARED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE BCHED. FOR FOOTNO CUBE SiE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE -tYPF "H" FRFFQTOA1f11mr-. AAI II TICDAAI i TTI/^C QTDI Ir+T1 IOC DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES. INC. LIVE LOAD = A M BY: RAPING ERf 0186 DATE:: NONE 12 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 6 30 pd DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA CA (861) 741-2107 STRUCTURES 90 1100 6 110 8208 ALPINE AVE, sACRAMExro, a 96M SHEET 3 OF 33 MPH (818) 462.7021 FAX 403.1618 "*sGo rd wnoom SOLID PANEL SPANS FOR COMMERCIAL & P 7r D9R. (I.S.) .Br ,25• N ALL UNMARKED RADII .08R 2.5' T --SEF TABL v TY 5 a 36• 7 7 2S 5*1 ALUM. ALLOY 3004-H36 OR EQUAL NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. � �P5\RAY ^' 1 ~ No. C379481) k§XP. 03/31//b) NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED —E� FIGURE INDICATES FREESTANDING 90/100/110 MPH EXPOSURE B & C 8' x 2 Y2* FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL 8 ASSOCIATES, INC. L.L.= PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 6269 ALPINE AVE., SACRAMENTO. CA 95620 (9161162-7021 FAx 40Y1619 �ales�d�nMnccm SHEET 5 OF 33 11' 4' 10'-1' 10'-3" 9'-1" 9'4• 8'-3' .020 12'-3' 11'-8' 1T-7• 11'-10' 13'-1' 11'-8' 11'-9' 10'-4' 10'-0' 9'-6" .024 13'-r 12'x' 12'-9' 11'-10" 12'-2' 11'-2' 10 .024 15'-2' 13'-4" 13'-8' 12'•1• 12'-4" 11'-01 16'-2" 14'-6' 14'-8' 13'-0' 13'x' 11'•9' 032 18'' 16'' 16'-9• 14'-9' 15' 13'" -014 .032318W 15'-10' 14'-9' 15'-0• 13'-10' 18'•1' 1T-0" 1T-2' 15'-4' 15'-10' 14'-O .040 20'•10' 19'-2• 19'-r 1T3' 17'-9' 15'-8' .040 1T-9' 168- 16'-9' 15'-r 15'-10' 14'8" 10'-6' 10'-0" 10'-1' 9'-1' 9'-4' 8'-3' .020 11'-4' 10'-9' 1a-10' 1 9'-10" 10'-2" 9'-0' .018 10'x' 9'-10• 10'-0• 9'-4' 9'-7' 9'-0' 11'-2' 11'-1" 11'2" 10'' 10'" -0101 9'' .024 12'-1" 11' 8' 11'-r 1a 8• 11'•1' 9'-9' 20 .020 1r-0• 10' - 10• 1I 1 -0 13'-r 12'-10' 13'-0• 12'3' 12'-6• 11'-9' .032 13'-1" 17-6" 12'-r 12'-0' 12'-1• 11'-0" 20 .024 13' 4' 12'x' 12'-9' 12'-2' 12'3' 11'-7' 15'-2' 14'-8' 14�13'14'-1' 11'-9" 11'-10" 13'-2'.040 15'-4' 14'-0' 14'-9" 14'-0' 14'-2' 13'4' .032 15': 14'3' 13'-9' 13'-0' 9'-3' 8'-10' 9'-0" 8'-r 8'•8' 8'-3' 020 16'-8' 18'•8' 181-8• 18'-0' 16'-2' 15'3• .040 9'-2' 8'-9" 8'-10' 8'-6' 8'-7' 8'-2' 10'-2• 9'-10' 9'-1 o• 9'-e' 9'-r 9 -r 024 10'-0' 9'-r 9'-8" 9'3` •9'�89- .018 101; 9-9' _ 9-9 9�• 98' 9-0' 11'-10" 11' 6• 1 r -r 111.11 11'-Y 101-81 .032 IV-7. 10'3• to3• 9-10• 10'-0• Ir * .020 11'-9' 11'-" 11'-4' 10'-10" 11'-1' 10'-8' 13'-4" 12'-10' 13'-0' 12'x' 12'-r 12'-0" .040 11'-0' 11'-1' 11'-2' 10'-8• 101•9 10'•3' 30 .024 13'-2' 12'-0' NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. � �P5\RAY ^' 1 ~ No. C379481) k§XP. 03/31//b) NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED —E� FIGURE INDICATES FREESTANDING 90/100/110 MPH EXPOSURE B & C 6" x 2 Y2' FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL 8 ASSOCIATES, INC. L.L.= PANEL r 90 MPH SPAN100 MPH SPAN' 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 6269 ALPINE AVE., SACRAMENTO. CA 95620 (9161162-7021 FAx 40Y1619 �ales�d�nMnccm SHEET 5 OF 33 12 6• 1 V-0' 1 V 2' 9'-10• 1 a -r 9'-0" .018 12' 4" 1T-7• 11'-10' 11'-10' 12'-1' 10'-8' 11'-1' 9'-8• .020 14'-Y 13'-Y 13' 4' 12'4" 1 T-7' 11'-8" 10 .024 15'-2' 13'-4" 13'-8' 12'•1• 12'-4" 11'-01 15'x' 14'•4' 14'-8" 13'-0' 13'•8" 12'-8" 18'' 16'' 16'-9• 14'-9' 15' 13'" -014 .032318W ' '- 169• 6-r -10 20'•10' 19'-2• 19'-r 1T3' 17'-9' 15'-8' .040 11'-4' 10'-9' 1a-10' 1 9'-10" 10'-2" 9'-0' .018 11'-2' 1a-8' 10'-9• 10'-Y 10'.9• 91-8" 12'-1" 11' 8' 11'-r 1a 8• 11'•1' 9'-9' .020 11'-10' 11'x' 11'$• 1a-9' 11'-0' 10' 4' 13'-1" 17-6" 12'-r 12'-0' 12'-1• 11'-0" 20 .024 13'-0' 17-3* 12'-4' 11'-9" 11'-10" 11'-2" 15'-4' 14'-0' 14'-9" 14'-0' 14'-2' 13'4' .032 15'-2' 1.4 8" 14'-7' 13'-9" 14'-0' 13'-2• 16'-8' 18'•8' 181-8• 18'-0' 16'-2' 15'3• .040 18'-8' 18'•8' 18'-r 15'-8' 18'-0' 15'-0' 10'-0' 9'-r 9'-8" 9'3` •9'�89- .018 P�9�- 9. 10. W 9,_r 9. r IV-7. 10'3• to3• 9-10• 10'-0• Ir * .020 10'-6* 10'-1' 10'-2' 9'-9' 9'-10' 9'-0' 11'-0' 11'-1' 11'-2' 10'-8• 101•9 10'•3' 30 .024 1 rte• 1 r-0• 1 r -r 1 a -r 1 o'�e• 1 o'_z. 13'-8' 13'-0' 13'-1' 12'-r 12'-8' 12'-1- .032 13'-4' 12'-10" 12'-10' 12'-4' 12'•8` 11'-10' 14'-r 14'•7• 14'-r 14'3' 14'-6" 13'-9` 040 16'-8" 16'-8' 16'-7' 15'-8" 16'-0' DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE L�' PATI VER SYSTEM MFO. BY: UPMO ERO 0195 DATE: 10N1/L012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO PANEL SPANS 10, 20 & 30 pd DURALUM PRODUCTS, INC. SCALE: NONE aEVLSED 9r: RANCHO CUCAMONOA G (951)74.42107 HORIZ WIND . 90, 100 a 110 MPH 6269 ALPINE AVE., SACRAMENTO. CA 95620 (9161162-7021 FAx 40Y1619 �ales�d�nMnccm SHEET 5 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATI •--I — .Br T=SEE TABLE BELOW 435-11..40• �7 /� .48' 4�7a .48 .40' 1 4( 3.00' 4.50' 4.50• --�— 4.50' 4.56- 3.00- 24.00' ALUM. ALLOY 3004-1-138 OR EQUAL FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. J\my C14 A� No. C37948 03/317X) NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. 90/100/110 MPH EXPOSURE B & C —.— IILLV 1 JIRPY41o11 W( CIAU/ 12"x 3 1/2" W PANEL (SEE NOTE 1 BELOW) 24' TRI -"b" PAN (SEE NOTE 1 BELOW) L.L = L.L = PANEL- 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 SHEET 4 OF 33 13'-1' 9'-0' 8'-0' 8'-1' 7'-2• 7'-4• 6'-6" .020 018 13'-2•12'-4' 12'-r 111-8' 14'-r 11'-3' 10'-r 10'-8' 9'•10' 10'-1' 9--3- 024 9'-2' 9'-4' 8'-3• 8'-r 7' 10 10 .024 14'-8'13'-8• 14'-0" 17-10- Pi"o 17".8• 13'-2' 173' 12'x' 11'-r 11'•9''-10' .032 10'-9" 9'-r 9'-10' 8'-8-.032 19'-10' IT- 17'-10' 15'-9' 18'-3• 14'-4' .040 V12'4-WII1a-7' 14'3' 14'-0' 13'x' 13'-0'128'''8-1' 2a-7' 19'-2• 17-4. T-2' 7.4- 8'-8• 018 17-1' 111-8' 11'-r 10'-4• 1a-0• T-6* .020 1, 9, 1, 8,3, 8 9, 8.3. .024 10'-4' 8'-2' W4' 8'-3• 8,_7. T r 20 .024 13'-2' 17-r 17-0' 17-0' 12'-2' 11'-8' 20 032 15 8' 10'-7' 10 -0• 10'-i' 1 a-3' 9---r 12'-0' t a -r 10'-9' 9 -r 9'-10• 8' 8' 113'4- .032 1 T 6• 18 8' 18'-8' 18'-2' 14'-4- 173' 17-3' 12'3' 11' 8' 11'-10' 11'-2' 8--6- 8'-0• 8'-1' 7'-�"I"-80188'�" 15'-0' 15'-10' 150' 020 8'-1• 8'-1' 1a3' 9'-10• T-0' 9'•6' 19'-4• 9' -9' 9 -2' 9-4- 8'-3' 8'-r T-7' 30 .024 11'-3' 11'-4• 10'-10' 111-11 10' 9'-9' B'-9' 11' 8' 10'-9• 9-r 9'-10" 8' 8• 11a a• .032 13'-9' 13'3• 13'3 ' 17-9• 17-10' 17-3• 10'-9• 1 a-9• 1 a-9• 10'-r 1 a-0' FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. J\my C14 A� No. C37948 03/317X) NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. 90/100/110 MPH EXPOSURE B & C —.— IILLV 1 JIRPY41o11 W( CIAU/ 12"x 3 1/2" W PANEL (SEE NOTE 1 BELOW) TOM CAMPBELL 8 ASSOCIATES, INC. L.L = PANEL- 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0R14'-g* REV49E0 r . XP.0 EXP.B EXP.0 626[1 ALPINE AVE., SACRAMENTO, CA 95670 SHEET 4 OF 33 13'-1' 11'-7' '-4• 10'-8' 9'-0• .020 ;14'-1' 13'-2•12'-4' 12'-r 111-8' 14'-r 12'-10' -r 12'-0• 1 a -r 024 ,15'-8' 14'-8'13'-8• 14'-0" 17-10- 10 17".8• 15'x' 15'-8' 13'-10' 14'-3' 17-r .032 19'-10' IT- 17'-10' 15'-9' 18'-3• 14'-4' .040 2a-7' 19'-2• 17-4. 18'-0' 18'3' 18'-10" 17-1' 111-8' 11'-r 10'-4• 1a-0• T-6* .020 .024 13'-4• 17S• 12'-10' 11'-r 170 10'-7' 13'-2' 17-r 17-0' 17-0' 12'-2' 11'-8' 20 032 15 8' 14'-10' 15'-0• ''''12'-7- 1�14- 15 8' 14'-8' 14'-9• 113'4- 1 T 6• 18 8' 18'-8' 18'-2' 14'-4- 040 iT3' 18'-0' 18'-r 15'-0' 15'-10' 150' 020 10'-r 10'-2' 1a3' 9'-10• 10'-0• 9'•6' 19'-4• 10' 8• 10'-1' 10'-2' 9' 8• 9'-10' 11'-3' 11'-4• 10'-10' 111-11 10' .024 11' 8' 11'-2• 11'.9• 1a4r 10'-10' 11a a• 30 13'-9' 13'3• 13'3 ' 17-9• 17-10' 17-3• 032 13'-r 13'-1' 13'-2• 17-r 17-9• 17-2' 14'-9' 14'-10' 14'-3' 14'•8• 13'9� ' .040 15'-7 14'-8' 14'$' 14'-1 • 14'3' 13'-r DRAWN BY E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD •0 COVER SYSTEM AS : IAPMO ERJ0196 DATE: = /2012 SCALE: NONE COMMFRCUL AND RESIDENTIAL STRUCTURAL ENDINEERNO PANEL SPANS 10, 20 d 30 pd DURALUM PRODUCTS, INC. REV49E0 r . RANCHO CUCJIMONGA, CA (961) 741.2107 HORS WIND 70, 90 A 110 MPH 626[1 ALPINE AVE., SACRAMENTO, CA 95670 SHEET 4 OF 33 (910)462-7021 FAX403-1519 ahieWrAwnmm RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 3 i 2• X 6 112• RAFTER DBL. 2' x 6 112' RAFTER 90 MPH 100 MPH 110 MPH LL= T Y u 90 MPH 100 MPH 110 MPH r r M 3- (FSF) °� EXP. B EXP.0REXP. EXP.0 EXP. B EXP.0 (PSF) (IN.) � EXP• B EXP.002V�3- EXP.0 EXP.B EXP.0 18' 12'-0' 10'-T 9' 8' 9-9' 8'•8' 16, 18'-10' 14'-10' 13' 4' 13' 9' 12'-2' 02° 024 14'$' 14' 8' 14' 8' 14' 8' 13'-1' 19' 8' 19' 8' 19 -0' 19 8'6.5• :o4r 03r .024 .024 6.5- ar 7-10' 8'-8' T•9" 8'-1" 7'-1' 13'-9' 17-2" 11'-0' 11'3• 10'-0' 24' 11'-9' 17'-9' 10' 8" 24' 18'-1' 14'-1• 14'4' 17-8• 13'•1' 11'-0' 22'-6' 19'•10' 17'-9' 18-4- 16- 54' 18'-r ALUM. X r RAFTER 39 ALUM. x ALLor sae BL rALUM5 Itr RAFTERS OY 300&+M 10 .032 1 s" 18'3' 18'-6• 15$' 18'-6' 18'-0' 1 T-6' 10 .032 1 B' 28'-0' 25-0' 25-0" 25-0' 26'-0" 24'-T OR EQUAL OR EQUAL OR EQUAL 24" 13'-1' 11'-r 111-9' 10'4' 10'-0" 9'$' 24, 18'-4' 15-3' 18'-r 14'-r 15'-1' 13'-3• 11t SEE NOTE BELOW * SEE NOTE BELOW 15'-1' 15'-1' 15'-1' 15'-1' 15'-1' 14'•3' 27'-2' 21'•r 21'-2• 21'-2• 21'•2" 20'-1' 0'-10' 18'-8' 18'-9' 15-r 1T-1' 15'-1' 29'-8' 26'-0' 28'-0' 23'-3• 241-1' 211-r i 3" x 8' RAFTER FO4 18' 22'•2• 27-r 22'-Y 22'-2' 22--r 21'-r .042 1B" 31'3' 31'•3'31'3' 31'-3' 31'-3' -10" 'T• '� 90 MPH 100 MPH 110 MPH 24• 1T-1• 15'-1" 15'-4• 13'•7' 14'-0' 12'3" 24, 24'-1' 21'•2' 21' 8' 19'•1' 19'-8' 17".9' IN w p p B EXP.0 EXP. B EXP.0 EXP. B EXP.0 18'-2' 18'-r 18'-2' 18'-2' 18'•r —1 r--4 25'-7• 25'-T 25 •r 2S -r 24'-4' 18• 23'-0' 20'-3• 20'-8' 1 B'-2• 18'-9" 16'-7' i s, 12'-0' 10'-7' 10'-9• 9'-0' 9'-9' 8'-8' 16" 14'-10• 15'-2" 13' 4' 13'-9' 17•r 26'-10• 25-10' 26'-10' 26'-10" 25-10' 25'-1• 12'-0' 12'-0' 17-0• 12'-0' 12'-0' 71'-r 16'-3' i6'-3' 16'3' 18'-3' 153' 15'-9' 10 �2 16'-7• 18'-10• 14'-10' 15'•4" 13'-r 024 91-9• 81 B' 8' 10' T 9, 8--l- 7' 1' 024 13'-4' 12'-2' 17.4' 11'-0' 11'3' 10'-0" 24' 22'-0' 22' 0" 27 0' 22'-0' 22'- 20' 8' 24' 9, 9- 9' 9' 9' 9" 9' 9' 9'-9' 9' 6' 24' 13' 4' 13'-4' 13'-4' 13'-4• 13'-4• 12'-10 16" 22'-r 20'3' 20'-8' 18'-2' 18'-9' 16'-7' 18, 15'-3• 14'-1• 14'-4' 12'-8' 13'-1' 11'-6• 16, 21'-8' 19'-10' 20'-3' 17'-9' 18'-4' 16'-2' 27-2" 22•-2' 22'-2" 27-r 22'-r 21.'-6• 15'-3' 15'-3' 15-3' 15'3' 15-3' 14'-9" 21'6' 21'-6" 21'-0' 21'-6" 21'-6' 20'-9" 20 •�2 18'-2' 16'-7' 18'-10' 14'-10' 164' 13'-7' 20 .032 14'-7" 11'•r 11'-9' 10' 4' 10-0' 9' 6' 20 .032 17'-r 16' 3' 16'-r 14'-r 15'-1' 13'-3- 24' 1B'-2" 18'-r 18'-2' 18'-2' 18'-2' 1T -r 24. 12'8' 17-0' 17-0' 12'8' 12'6' 12'-1' 24• 1T -r 1T -T 1T -r 1T -r 1T -r 1T-0' 16" 174' 19'4" 19'-4' 18'-2 15-9" 16'-T 16, 18'4' 18'-4' 18'4• 16'-7• 17'-1' 15-1' 16, 5'-10' 25'-10' 25'-10• 23'-3" 24'-1" 21'-r 30 .042 19'-4' 19'4' 19' 1' 19'-4• 19'-4' 18'-10' .042 154' 18'-4' 18'-4' 18'4' 1 41T-9' .042 25'-10• 25-10' 25'-10" 25'-10' 25'-10' 25'-1' 15'-10' 15'-10" 15'-10' 14'-10' 75.4• 13'-r 15'-1" 15'-1" 15'-1• 13'-r 14'-0' 12'-3' 21'-2' 21'•2' 21'-2• 18'-1" 19'-8" 1T-3' 24' 15'-10' 15'-10 15-10' 15'-10 15'-10' 1 '-0' 24'15-1' 14'•r 24" 21'-2' 21'-2' 21'-2• 21'•2' 21'-2T" 20'-8' 10'-8' 10'•8' 10'-8' 9.8" 9'-9• 8'-0" 14'-r 14'-2' 14'•2' 13'-4" 13'-9" 12'-r * NOTE: SINGLE RAFTERS SPACED 18' O.C. MAY A� 18' 10'.8• 10' 6' 10' 8' 10' 8' 10' 8' 101-2 1 B" 14'-2' 14'•2' 14'•2 14'-2' 14'-2" 3T O.C. WHEN DOUBLED AND SINGLE N 24 .024 24' O.C. MAY BE USED AT 48' O.C. WHEN D �RAi� G 44• 8'-T e' -r 8'-r T-9' 8'-1' T•1' 24, 111-8• 71'-8' 11'-8' 11'-0' 11'3" 10'-0' e'a• 5-r e' -r 5-r e' -r 5 d• 1 r 6' 1 r�" t r e• 1 r 6• 1716• 1 V4' FOOTNOTE: 'SAMPLE' 13'-3' 13'3' 13'3' 12'-6' 13'-1' 17'-6' 18'-8" 18'-8' 18'-8' 17'-B• 18'4" 16'.2- FIGURE (T1 p 18' 13'-3" 13'3' 13'-3• 13'3' 13'3' 13'-0' 18' 18'-0' 18'-8' 18'•8' 18'-8' 18'-8' FIGURE INDICATES }}-- 03 30 .032 ATTACHED FIGO ICAT�p 379 24' 10'-10• 10'-10' 10'-10' 10'53' 10 8' 9'-0'. 24, 75'-3' 75'3' 15'-3' 14'-r 15'-1• 13'-3• FREE NCP 03%1 10'-10' 10'-10' 0-10' 10'-10' 10'-10' 70' 8' 153 153 15-3' 15'3' 15'3' 1S-0" ts'-1' 16'-1" 18'-1' 18'-1' 15-1" 15'-1' z7 -T 27-r 22'-T 22'-T 22'-r 21'-2' PROJECTION 18' 16'-1• 18'-1' 16'-1' 16'-1' 18'-1' 15'-8' 18•27-r -0' O.H. SPAN 2 13'-2' 13'-2' 13'-2' 13'-2' 13'-2" 12'3' 442 -r 13'-2' 12'-9' 24• 8' 18'-0' RIBUTARY r TRIBUTARY= WIDTH 12 SPAN r O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN _ _mw, w _ 7 LIVE LOAD'MFG 10, 20 630 • DURALUM PRODUCTS, INC. _ IAPMO ERM 0185 DATE 1=12012 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO I RAFTER SPANS Od HORIZ MIND • �oaoomm®®0mmmmmo® REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 s 110 MPH -n21 FAX 403.1519 s9Is*G0vskm.aom SHEET 7 OF 33 �©000©00000000mm� moo©00000000mmm0® ®oom0000mm■�m®®®®� �a0000mmmm®®®®�■m® �aaaaammmmm®mm®®� DRAWN BY: EN. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD'MFG 10, 20 630 • DURALUM PRODUCTS, INC. IAPMO ERM 0185 DATE 1=12012 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO I RAFTER SPANS Od HORIZ MIND • 6269 ALPINE AVE.. SACRAMENTO. CA 95526 1W6)462 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 s 110 MPH -n21 FAX 403.1519 s9Is*G0vskm.aom SHEET 7 OF 33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TOM CAMPBELL & ASSOCIATES, INC, TABLE 1 LIVE LOAD - 4 TABLE 2 5 OATS: 10NNE TABLE 3 MINUMUM (2) 2"x6 Y" AND O IRALUM PRODUCTS, INC. 7' WALL HANGER, 3"x8" AND SCALE: NONE REVISED BY: 3 3 4 EXTRUDED AND 3"x8" WITH HORIZ WND -i 00, 100 a 1101Ait1 6 %2" ROLL FORMED HEADERS SHEET 6 OF 33 STEEL HEADERS 4 STEEL INSERT HEADERS > > > NUMBER OF NO. 14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH NUMBER OF NO. 14 TEK OR SMS SCREWS PER FOOT OF WALL HANGER AND HEADER NUMBER OF NO. 14 TEK OR SMS SCREWS S o o z LENGTH �o mW�EXP. PER FOOT OF HEADER LENGTH 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH MPH 110 MPH 4 ~ 5 EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. C EXP. 8 1 EXP. C 5 3 3 3 4 4 5 ,2 5 3 3 3 3 4 5 ,2 2 3 3 4 4 4 4 5 4 2 3 3 4 3 4 8' 33 6 4 4 4 4 5 6 2 3 3 4 3 4 5 3 4 5 5 6 6 4 3 4 4 5 8 6' 3 3 4 7 3 TOM CAMPBELL & ASSOCIATES, INC, 4 LIVE LOAD - 4 5 OATS: 10NNE 5 MINUMUM 63 O IRALUM PRODUCTS, INC. 7' SCALE: NONE REVISED BY: 3 3 4 4 HORIZ WND -i 00, 100 a 1101Ait1 5 SHEET 6 OF 33 4 5 5 6 6 7 3 4 4 5 5 6 7' 8' 4 5 5 6 5 7 8 ' 3 4 4 5 4 6 8' 4 6 5 7 6 8 4 5 4 6 6 7 9, 5 6 6 8 9 3 4 4 5 5 6 9' _45 5 6 6 8 7 9 4 5 5 6 6 7 10 5 6 6 7 10 4 5 5 6 5 7 10 , 5 7 7 8 4 6 5 7 6 8 11' S 6 6 8 11, 4 5 5 6 6 8 11' 6 8 7 9 5 6 6 7 7 9 12--5-6- 7 7 8 W12 12 4 6 5 7 6 8 , 8 8 10 5 7 6 8 8 10 12 13' 6 7 7 9 13 6 6 7 7 9 13' 7 9 8 11 6 7 7 9 8 10 FOOTNOTE: 'SAMPLE' FIGURE INDICATES I ATTACHED FIGURE � INDICATES FREESTANDING FAN BEAM PLLIGHTFIXTURE M (19'-0' MAX SPAN) r FAN BEAM I 3HEADER 2 T=.075' 2 2' 2 2' TYP. #14 x 312' S.D.S. SCREW FAN BEAM AT BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER 3 Now mam- Im"m 5 65 6 FAN ^w1� j;2 /2' 2 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL oMwN BY. E.N. TOM CAMPBELL & ASSOCIATES, INC, LIVE LOAD - PATI VER SYSTEM MFG. BY: IAPMO ERI O1S6 OATS: 10NNE �� AND RESIDENTIAL STRUCTURAL ENOINEEAINO FlomRANCHO MINUMUM 10, 20 a 30 pd' O IRALUM PRODUCTS, INC. SCALE: NONE REVISED BY: CUCAMONOA CA (061) 741,2107 REQUIRED COLUMNS HORIZ WND -i 00, 100 a 1101Ait1 SM ALPINE AVE, SACRAAEMO. CA o697D SHEET 6 OF 33 (0/0)16T-7021 FAX uM�rrtrn.mm COL'UMNI POST.. -:TYPES &--SURFACE-MOUNT ATTACHMENT DETAILS MAX. HEIGHT= 10' .024" 2 z #10 SMS MAX. HEIGHT C = 10' G=3sQ.xt=.198• t 3.00" SQ. i. 3.00"SQ. � I 1 �_ - 3.00' SQ. I. � L=4"SQ.Xt=.188' . 1 I .032' 6A.4SIDE _ . I1.0(!f ! C WR O i 032• TMP. 048'STEEL L= t• O5/8' PLASTIC PLUG •28' F OE 3.0.0 4.0' 3" SQ. ALUM. POST MAG POST SQUARE 3" SQ. ALUM. POST WITH SIDE PLATES D �. 3" SQ. STEEL POST ! 3" SQ.: ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38 _ O - ; ALUM. ALLOY 8083 TB ASTM A500 GRADE B • ALUM. ALLOY 3.00" OR I z,0• 1 6063-T6 2.40" r� 7/16'0 HOLE i 1.375" FOR 3/8' MB 2 FLANGES ' 3 0 I 2 1 /8' APART I'. 0 75" ' i ASTM GRADE 36 STEEL 1.125'. 2.5' INSTALL IX' x %'x X' HOG 1 ! WASHER PLATE AT ANCHORS I 75' 75• BASE FLARES 157• TO 3"WIDE EA. 1.60" TYP� I SIDE OF FLANGES 1.5SEF 1.75-1 090" TMP. POST ONLY INSTALL 1 ' x 1 ' x }`' HOG 5•�' WASHER PLATE AT ANCHORS 1-7/16'0 HOLE . FOR 110 MPH 2- SH 8'0 HOLES; & 2-3I8' HOLES TYP. EA. SIDE ALUM "T" BRACKET STEEL ir BRACKET 5 1 i. T=.060" TYP. (4) -SDS 25412 #14 SDS, ,Q 3 PER SIDE r� C 2 1 No. C37948 EXP. 03/31/15 ALUM. ALLOY 6083-T6 P "H" BRACKET W x 8" ALUM. RAFT. BRACKET 3" x 8' ALUM. HEADER - HEADER BRACKET n7i DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD " I A IAPMOER90166 DATE:IMI12017 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO COLUMN/ 10, 20630 pd OURALUMPRODUCTS,INC. i(gla)462-7MI SCALE: NONE POST TYPES HORI2. WIND " 6286 ALPINE AVE.. SACRAMENTO. CA 66826 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 a 110 MPHI FAX 403-1510 .&Wos&ur*Wmwm SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 -1.50 4 $ WALL FASTENERS ALUM.ALLOY SEE TABLE 6063-T6 1.75' O O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLE R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA. SIDE OF RAFTER (2 PER RAFTER TO BLK'G) ALUM. PANEL 2X OR--/ 3x ALUM. RAFTER ld FASCIA BOARD ZEXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTINGEAV SEE TABLE BELOW OVERHANG (24' MAX.) �a EXISTING EAVE CONNECTION O WALL FASTENERS SEE TABLE .25'R 0; 014 SMS 0 PANEL LOCKS OR 06 SMS AT EA. CONTACT WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED CONTINUOUS A- RAIL ROOF PANEL (WHERE OCCURS) LL=10 LL=20 LL=30 LL -10 LL=20 LL=30 LL=10 LL=20 LL=30 ALUM.ALLOY A B B C D D E E F 6063-T8 014 SMS o EA CONTACT 110 WALL CONNECTION O 2.740' #14 SDS 0 8. O.C. T=.060' - WALL FASTENERS SEE TABLE BEE PAGE 33 FOR ALUMALL Y APPROVED ROOF PANEL 6083-T6 I I.R. HANGER OC EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. WIND SPEED (MPH) AND EXPOSURE 90 C 100, C 110, C LL=10 LL=20 LL=30 LL -10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F A DESCRIPTION OF LAG SCREW SEE NOTE BELOW 24' O.C.18, A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX wzoZ B�DS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' w ¢ C=SDS25412 AT EACH STUD, 16' O.C. MAX. yLua D=3/8'0 x 4' LAG SCREW AT EACH STUD LLy� 'E=3/8.0 x 1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE -0 26' 'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 26'-0' 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER -L-tT LEDGER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90 C 100, C 110, C 2'x 4'18' FULL 24' O.C. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 19'-2" 15'-3' 12'-4' 24' 12'-8' 9'-10" A 2' x 6' NOTCHED 24' O.C.18, ATTATTACHMENTSeo, 26'-0' 22'-2' 18'-1' 24' 18'-8' 14'-9' 11'-10' 2'xB' FULL OR 2'x8' NOTCHED 24. O.C. BELOW RAFTER W/ SAME CONNECTIONS. -0 26' 28-0' 26'-0' 24' 181-8' 22'-9' 18'-7' 2'x8' FULL OR" 2'x10' NOTCHED 24' O.C. 26'-0" 26'-0' 26'-0' 24' 26'-0' 26'-0' 24'-4' NOTE: (A) MAXIMUM ALLOWABLE DECK/ RAFTER SPAN AT 110 MPH, EXPOSURES IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL = 3 psf (MIN) TO 8 pSf (MAX) RLL = 20 6 30 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi. 3. ALLOWABLE DECK I RAFTER SPANS ARE BASED ON RLL =10, 20, 8 30 psf 1 1R' 10# L.L.=(2gl14 SMS EA. SIDE 20W30#LL.=(2)114 SMS EA. SIDE U -BRACKET _ �3/4' OR 1 12" 2"X6112.OR 5' MIN. W x 8' ALUM. RAFTER TYPK 314' OR 1 1/2' �– EXISTING WOOD STUD FRAMING EAVE LENGTH 1 ~ No. C3794 �_'mp. 03/31/ NOTE: PROVIDE WATER PROTECTION METALFLASMING CAUCK JOINTS AND SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE 1 -L-tT LEDGER TOM CAMPBELL & ASSOCIATES, INC. 2 EACH 1/4'0 x 3.1/r LAG SCREW$ LL -tD pd2 EACH 7/16'0 x 3-t/r LAG SCREWS LL•20 AND 30 pot LIVE LOAD • 4x3 1 R W(Y MIN. PENETRATION INTO EXISTING DATE SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET WOOD STUD) DURALUM PRODUCTS, INC. NOTE: USE LEDGER WHERE RAFTER SPACING RANCHO cuCAMONOA CA (961) 7+t-2107 ATTATTACHMENTSeo, MORIZ. WIND • toi(PlB)452-7021SHEET o 6 t to MPH EXCEEDS EXISTING STUD SPACING 9 OF 33 TE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE'91KA FLEX OR S&ALAR MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER W/ SAME CONNECTIONS. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: Eld. BY: E.N TOM CAMPBELL & ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD • PATIO VER TEM F Y: UPMO ERA 0106 DATE SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 530 pd DURALUM PRODUCTS, INC. REVISED BY: RANCHO cuCAMONOA CA (961) 7+t-2107 ATTATTACHMENTSeo, MORIZ. WIND • toi(PlB)452-7021SHEET o 6 t to MPH 6269 ALPINE AVE. SACRAMENTO, CA (16626 FAX 403-1619 pb0odunitMawn 9 OF 33 ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE 1 FOOTING SIZE r COLUMN %POST SURFACE MOUNT AND FOOTING EMBEDMENT: DETAILS I 20' ALUM."RACKET USE MTH 12' 23' 8 24' CUBED (2)-1R'0 3 1/4' I T BRACKET I POST TYPE B,C,D, OR E 16' STEEL POST ONLY: (4}tR'0 3 1/4' @ 3 -SO. POST WI STEELTBRACK ET USE WITH POST TYPE 84P.E.F.G,H,J OR K 32' SQ. USE POST,TYPE F, G. H. J OR K (3 1'0 BOLTS FOft POST TYPE J µ}SWO (2W2 SMS EA 26' 35' SQ. 25' 35' - 39' CUBED (4)3/4.0 3'80. SIDE OF POST OR M.B. 3" KILT` 3• So. POST USE (2+3" USE 32' 43' SQ, 1 40' • 42' CUBED 1/4' THROUGH POST BOLTS u STEEL,-T•BRACKET- 1R DEPTH OF 47' SQ. AroBOLTS18'INSERT FOR ALL OTHER NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 38. 51' SQ. 'u. SEE NOTES Ac oW USE'2}311'0 mn KWIK FOOTING OR 42" 84' SQ. 41' CONDITIONS 4 5' X.188' V[,(2)-1/4-0POWERS WEDGE- BOLTS OR IAUAL 12' MIN. EMBD. I ASTM A36 BOLTS+ OR EQUAL, EACH BRACKET 2 X• EMBEDuENT oEPTH , "•Mr STEEL TO SLAB. MINIMUM DISTANCE 70 FOR KWIK BOLTS) T.O.C. EDGE OF SLAB - 4' OR TO CRACK= 1(' (1 4" MIN. EMBEDMENT) is llm4 NEW' W ASTM A572 STEEL DE rrH a (1 1R'OM.B. J i�yt� .•. LONG, 1' F 3/18 SLAB SHALL BE IN. ' POURED CONCRETE x9 �:''.,: FROM END W • GOOD CONDITION FOOTING SEE NOTE OF POST ti; :� ': o m 3' SQ. POST (STL) FOR SCM z' OR FLUTED 3 1/2' MIN. SQUARE, SEE FTG. ORA'SO. POST IS SCHEDU4-7 �� QUAR COPOURED NCRETE SCHEDULE IN BEAM INSERT - IN BEAM SPAN TABLE � FOOTING SPAN TABLE 7 8 SQUARE POST EMBED. PL.S/8'THK. EXISTING SLAB.. 3' SQ. POSTS TO CONC. FOOTING _....._..._................._.._..__...._..._._.....__......._._._.._ INTO FOOTING 9 11R' INR' ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SO. Ir DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18' 18' SQ. 12' BOLTS 20' 21' SO. 12' 23' 8 24' CUBED (2)-1R'0 3 1/4' I 22' 26' SQ. 16' 25' • 30' CUBED (4}tR'0 3 1/4' 24• 28' SQ. 20' 26' 32' SQ. 23' 31'- 34' CUBED µ}SWO 4' 26' 35' SQ. 25' 35' - 39' CUBED (4)3/4.0 4314' 30' 39' SQ. 28• 32' 43' SQ, 30' 40' • 42' CUBED (4),/4'0 4 3l4' U. 47' SQ. 32' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 38. 51' SQ. 'u. 38' 55' s0. 3r 40' 60' SQ. 39' 42" 84' SQ. 41' 44' 69' SO. 43 CUBE FOOTING W/ 4' Sub NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4- OR r i -minis. 2. POST TYPE E INSTALL WASHER PLATE, 2'X)6'X5)4'AT STEEL T BRACKET. 3. POST TYPE F DO NOT USE STEEL T BRACT W/r I•REAM, WELDED STEEL BASE PLATE BASE PLATE SCHEDULE I PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. S 9•SO. xSB' 8, C, D. F, G,&H FREESTANDING BASE PLATE ANCHOR BASE PLATEr(4Y ANCHOR BOLTS (SIZE & TYPE) '0 HILTI KWIK BOLT TZ STAINLESS 9'x9•x SA3' PER I.C.C. ESR -1917 OR EQUAL EMBEDMENT DEPTH) ' ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH I 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C 10' OR LESS 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 18 DEEP 1 18 DEEP 18 DEEP 20' OR LESS 4'-0" SQ x 4'-7' SQ x 6-0' SQ x 18 DEEP 18 DEEP 18 DEEP OVAL F,y 0. C3794$ P�03/311 .� DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES. INC. COLUMN LIVE LOAD = PATI VER SYSTEM AS MFG. Y: I UPMO ERI OtB6 DATE t00t/W12 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFS MOUNT 10, 20 8 30 pd I DURALUM PRODUCTS, INC. BGLE: NONE REVISED BY: RANCHO Ct/CAAtoMGA G (961) 74'6107 AND FJ4BEDMEM 'MOR¢ WIND • 82M ALPINE AVE., SACRAMENTO, G /682/ 10,100 a 110 MPH (911)462-7661 FAX 403.1519 mm SHEET- 10 OF 33 I- 3--1 SPLICE _T WHERE OCCURS 4• 070 TYP. ALUM. ALLOY 8083.78 O 4" I -BEAM HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP SPLICE WHERE OCCURS o65- TYR [-- 2.r — O ALUM. ALLOY q sos3-r3- 4.5" GUTTER 3" _T —� .042• 8" ALLOY 3001-H Oft OR EOUAL 3k 8 BEAM W/ STL. INSERT 4" SPLICE WHERE OCCURS 663- TYP. ALUM. ALLOY O8083.76 B MAG. GUTTER C1 C37948 1 r/ ALUM. ALLOY 8083 -TB O 7" I -BEAM MAX3' 6' .042" ALUM. ALLUAL 300444MOR EQUAL DBL. 3 x 8 BEAM O SPLICE WHERE OCCURS O I ALUM. ALLOY 8063-T8 C 2' I F 6.5' ALLOY 3004-438 OR EQUAL 2 x 6 RAFTER . .042" MAX 3' B' F - - 04r LL____j L _T ALUM. ALLOY 70D4 1438 OR EQUAL DBL. 3 x 8 BEAM ON W/ DBL. 3 x 8 STL. INSERT 3.00" SQ. Orr 14"R TYP. " MAG BEAM O MAX 2• 8.6' .032" ALUM. ALLOY 30D4 -H38 OR EQUAL DBL. 2 x 6.5 BEAM �J 5" T"12 OR140A. 7.8 5• ASTM A853 GRADE 30 I�" 2.875' I 3x8BEAM O STEELINSERT ASTM A653 GRADE 40 E 3" SQ. STEEL BEAMO 3.0' 8.0• 1 ALUM. ALLOY 30044438 OR EQUAL O K 3x8BEAM .375' T-0.126' 6.858' ALUM, ALLOY 0083-T8 .375' 1-X1.75"�'II 7" I -BEAM "C" O SPLICE / INSERT DRAWN BY: E.H.LIVE LOltf2 DATE: fLfO 1.52' .61• 2.00• AS ' DURALUM PRODUCTS, INC. 1,79_ IAPMO EFW 0185 t COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING BEAM TYPES HORQ WIND • c 2.5r 2.19• t 2.06' —t- (916)452.7021 FAX 403-1519 w..®aunw".mm .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-436 6.5" ROLLFORMED I- 3--1 SPLICE _T WHERE OCCURS 4• 070 TYP. ALUM. ALLOY 8083.78 O 4" I -BEAM HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP SPLICE WHERE OCCURS o65- TYR [-- 2.r — O ALUM. ALLOY q sos3-r3- 4.5" GUTTER 3" _T —� .042• 8" ALLOY 3001-H Oft OR EOUAL 3k 8 BEAM W/ STL. INSERT 4" SPLICE WHERE OCCURS 663- TYP. ALUM. ALLOY O8083.76 B MAG. GUTTER C1 C37948 1 r/ ALUM. ALLOY 8083 -TB O 7" I -BEAM MAX3' 6' .042" ALUM. ALLUAL 300444MOR EQUAL DBL. 3 x 8 BEAM O SPLICE WHERE OCCURS O I ALUM. ALLOY 8063-T8 C 2' I F 6.5' ALLOY 3004-438 OR EQUAL 2 x 6 RAFTER . .042" MAX 3' B' F - - 04r LL____j L _T ALUM. ALLOY 70D4 1438 OR EQUAL DBL. 3 x 8 BEAM ON W/ DBL. 3 x 8 STL. INSERT 3.00" SQ. Orr 14"R TYP. " MAG BEAM O MAX 2• 8.6' .032" ALUM. ALLOY 30D4 -H38 OR EQUAL DBL. 2 x 6.5 BEAM �J 5" T"12 OR140A. 7.8 5• ASTM A853 GRADE 30 I�" 2.875' I 3x8BEAM O STEELINSERT ASTM A653 GRADE 40 E 3" SQ. STEEL BEAMO 3.0' 8.0• 1 ALUM. ALLOY 30044438 OR EQUAL O K 3x8BEAM .375' T-0.126' 6.858' ALUM, ALLOY 0083-T8 .375' 1-X1.75"�'II 7" I -BEAM "C" O SPLICE / INSERT DRAWN BY: E.H.LIVE LOltf2 DATE: fLfO TOM CAMPBELL 8 ASSOCIATES. INC. LOAD •PATIOCOVERSYSTEM t0, 20870 pd AS ' DURALUM PRODUCTS, INC. IAPMO EFW 0185 SCALE: NONE IREVISEDBY, COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING BEAM TYPES HORQ WIND • 8280 ALPINE AVE.. BACRAMENTO. CA 86828 RANCHO CUCAMONOA CA (851)741-2107 90. 100 a 110 MPH (916)452.7021 FAX 403-1519 w..®aunw".mm SHEET 11 OF 33 `r 4-114 x Itr S.M.S. EACH SIDE OF 3 - SO. POST (6 -TOTAL) ALTERNATE 114'0 BOLT W1 WASHER EA SIDE OF 3- S0. POST ' + 1.1 O 23 3' S F -t � J' SQ. POST 4-014 x 1!C B.M.S. EACH SIDE OF 3' SO. POST B•TOTAL ALTERNA : 114.0 T WI WASHER EA SIDE OF 3• SO. POST BEAM TO POST CONNECTION -DETAILS r 3" x B" x .042" BEAM, 3" SQ. STEEL OR MAG BEAM. Q 90 MPH - USE (4)-#14 SDS Q EA SIDE TOP & BOTT. TOT.=16 Q100&110MPH -USE (6)#14 SDS @ EA. SIDE TOP 8 BOTT. TOT.=24 X 3" ALUM. OR TEEL POST OR 2O 3- SQ. POST �— GUTTER FASCIA MAG BEAM 3" SQ. POST 3"SQ. STL. BEAM 13 H - BRACKET TO POST ALUM. ALLOY 3105-H25 1 1.50" ,28" � I 2" r .018" #8 x 2 'SMS, 2 U2- OR 3 12-, TYP. 1 1/2" SQ. OR 2" LATTICE TUBE . 4�= ALUM. ALLOY 3105-H25 .28" � 3" 1 IW 8%, 2' SQ:; OR 2"x3" LATTICE ® 3" O.C. MIN. UP TO WO.C. MAX. RAFTER P 17 2"x3" LATTICE TUBE J1 LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0' 6 -#14 SDS 3'-0' 12 - #14 SDS FASTENER SPACING 314' #14 x 112' S.M.S. TOP B BOTT. (2}TOT. I: ROOF PANEL ROLLFORMED OR - EXTRUDED GUTTER #14 S.M.S. @i2-O.C.- FASCIA 6 1n'k2')LA24 - C37948 03/31/ 1 F STENER TO FASCIA - SEE TABLE �FASTENER TO RAFTER TAILS - SEE TABLE nc-- OPTIONAL LATTICE TUBES 0 o art. GROUP FASTENER 8 12- Oo ALUM. BRACKET X 2' 1' "L" SEE TABLE RAFTER "TAIL" TO GUTTER 15 t (4) - #14 x 3/4' TEK SCREWS BRACKET TO RAFTER 1/2' MIN. X t = .040" @ 6063-T6 I I .750 (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET - RAFTER TO BEAM DRAWN gy: E� TOM CAMPBELL 8 ASSOCIATES, INC. BEAM TO POST LIVE LOAD " 10120& 30 pert PATIOR TE MFG. BY: DURALUM PRODUCTS, INC. IAPMO ERN 0195 12 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMEM NORM WIND - 8288 ALPINE AVE., SACRAMENTO. CA 96828 SCALDATEE: NONE SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (881)741-2107 90, 1008110 MPH (918)462.7021 FAX 403-1819 tWa�rMIM.00m SHEET 13 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT BEAM gpL DETAILS 3' l'i 1 24• SPLICE WHERE 4" OCCURS 2. o" I ` (2)#10 S.M.S.® EA. 1 TO BRACKET VALLEY, TYP. W0 S.M.S�TYP. (e ror.HICKNESS =.035 (2a S.M.S.TII n TYP. T'HICKN"S =.035'NE � i 6.38" I u __= a to ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED I O W i NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS i SPLICES - ROLLFORMED Sc EXTRUDED FASCIAS [-BEAM ALUM ALLOY NOTCH 1 -BEAM FLANGE I AS NEEDED TO CLEAR (6061 -TB) ALTERNATE SQ. POST,CONNECT WEB STL. C -BEAM TO POST W/ (2) - 51r;0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICEONE SIDE OF WEB MAY BE USED. ( ) TOTAL= (6}1!2'0 BOLTS THRU-BOLTS @ 4- I -BEAM, SO POST AND (3) - 5/8' 0 THRU BOLTS CONAL L ®T I BEAMS i TEK SCREWS @ 6" O.C. MAX. STAGGER C X4,4- 0 0 0 S\i�Y BEAM TO POST CONN. ALUM.ALLOY 6063-T8 7" I -BEAM MOMENT CSPLICE 4'143' ALUM. 'I' BM. OR 7514' ALUM. 'P BM. AT T I -BEAM: BEAM gpL DETAILS ADD 'C' SPLICE X 318' LONG SPLICE WHERE 4" OCCURS 2. o" TO BRACKET (CENTER AT COLUMN). —L.070" TYP. 0 0 No. C37S48L� ' W/ 8x '14 TEK SCREWS EQUALLY SPACED - ! J #12 METAL BACKED, t NEOPRENE WASHERED i 2- 3/6.0 M.B. THRU STL. T' BRACKET 70 POST. TEK SCREWS @ 6" O.C. MAX. STAGGER ALUM. ALLOY IN BEAM , 6063-T8 FLANGE 4" I -BEAM ROOF PANEL X-0- MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. ALUM.ALLOY 6063-T8 7" I -BEAM MOMENT CSPLICE 4'143' ALUM. 'I' BM. OR UIPMO ER! 0195 7514' ALUM. 'P BM. AT T I -BEAM: BEAM gpL DETAILS ADD 'C' SPLICE X 318' LONG (4}1/4'0 M.B. BEAM AT ALL COLUMNS - TO BRACKET (CENTER AT COLUMN). SECURE TO 1-0EAM W/ 8x '14 TEK SCREWS EQUALLY SPACED - 1• FROM ENDS. 2- 3/6.0 M.B. THRU STL. T' BRACKET 70 POST. POST, SEE SCHEDULE —1 i I ALTERNATE BEAM TO POST CONN. UIPMO ER! 0195 DRAWN BY: E.N. DATE: 1401/7012 SCALE: NONE REVISED BY: TOM CAMPBELL d ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA. G (961)7!1-2107 BEAM gpL DETAILS I LIVE LOAD • 10.20 650 qA ; HORS WIND • 90,1006110MPHI PA M MF . B DURALUM PRODUCTS. INC. 6269 ALPINE AVE., SACRAMENTO, G 8LES (916)152-70Q1 FA1f �OS1519 , i HEET.12 OF 33 T'^ DOUBLE RAFTER CONNECTION DETAILS 1 1/2' OR 2"LATTICE ALTERNATE 12' BOLT CONNECTION 3"x 3'STL.POST (24") INSERT ATTACHED OR 3'x 3"STL.POST COLUMN FOR FREESTANDING 3'x3'x0.024" CONNECTOR 0 #8 S.M.S.. PLLAN 2E RA ALTERNATE: 4-#14 S.M.S. E/ RAFTER TCQ CONNECT. 1• ALTERNATE: (2}2x8.5' OR \ (2}3"x8'HEAD (2}1Q -BOLT 2'x 8.5' SIDEPLATE { BEAM TO POST CONNECTION /BEAM SPLICE TO ,)BEAM DIRECTLY OVER 5/8" 0 PLASTIC 1 POST. NOT PERMITTED• PLUG WHERE I / PER SI YSCREWS I IW 2 -POST UNITS SCREW IS INSIDE C " 5," #14 SMS MAY DI' BE USE AS 3.5' ALTERNATE TO3.5'1/4'0 BOLTS to C3T948 * a' BEAM M. 03/31/ 11 a OR 0 I i. r r I� I SEE NOTES BELOW 6 1/2' SIDEPLATE EA. SIDE SEE POST SCHED. 14 SMS EA. SIDE � � F TOP, MID HEIGHT f AND BOTTOM. 3 -SQ. POST BETWEEN SIDE PLATES ) fi BEAM TO POST CONNECTION 21 OST SCHEDULE 3" SQ. x .032" + (2}2" x 6 1/2"x .024" ! 3" SQ. x.032"+ (2}2" x 6 1/2" x 1032" e 1 DBL. RAFTER / DBL. HEADER CONN. 19 W/'(6)-#14 S.M.S. EACH SIDE. ; El USE ON CONC S VN/ (6)—#14 S.M.S. EACH SIDE. I #8 S.M.S. EACH SIDE r— LATTICE 1 1/2' OR 2" LAB ONLY USE ON CONC. SLAB OR FOOTING. ;! EXISTING SHEATHING 2518)¢"10.024' I DBL: 3'X8"X.042 BEAM l ALUMINUM MEMBER W OR DBL. 2'X8.5"X.032' BEAM 1 WOOD FILL OR L i 3 2k8" NOMINAL LEDGER (NEW OR EXISTING) 2"xB.5' OR 3"x8" RAFTER _ 0 ALTERNATE: 1/2" BOLT w i I o o ALTERNATE: in (2) SIMPSON SDS25800 o I (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) &8'0 ACCESS HOLES INSTALL 6 - #14 X'y' ALTERNATE: 3" SO. POST LONG SDS ®;EACH (2} 2x6.5' OR (2}3-xB- HEADER EXISTING HEADER TO COLUMN - ALTERNATE: 1- STUCCO OR EQUAL (12 FASTENERS PER (1) -1/2' BOLT OREPENE. INTO EACH WOOD STUD j CONNECTION) (2} #14 S.M.S.. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 EXIST. STUCCO / LEDGER DOUBLE HEADER TO � ATTACHMENT DETAIL 22 COLUMN DETAIL 23 IAPMO ER/ 0186 DRAWN BY: E.N. DATE:. 012 - TOM CAMPBELL 6 ASSOCIATES. INC. LIVE LOAD . SCALE NONE NON COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING - LATTICE 10; 20 6 30 psf DURALUM PRODUCTS, INC. - l(9l6)452-?M REVISED BY: RANCHO CUC NONGA CA (861) 741-2107 CONNECTIONS MOM WIND " 8288 ALPINE AVE, SACRAMENTO, CA 05628 BQ 100 5110 MPH FAX 467.1518 min& WAmopm SHEET114 OF. MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS DRAWN BY: E.N. �0 co IY 2"X6.5"X0.024" SIDE PLATES POST ' PRODUCTS, INC. 50 fo 2"X6.5"X0.032" POST SIDE 02 PLATES HOR¢. WIND - 8789 ALPINE AVE., SACRAMENTO, CA 65828 SMAL IN 90 MPH 100 MPH 110 MPH 90 MPH' 100'MPH (916) 452.1021 FAX 4031516 jd�duraLn.ovn 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 5' 2 2 2 2 2 2 6' 2 3 3 3 3 4 6' 2 2 2 2 2 3 7' 3 3 3 4 4 4 7' 2 2 2 3 2 1 3 8' 3 4 3 4 4 5 8' 2 2 2 3 3 3 9' 3 4 4 5 4 6 9' 2 3 3 3 3 4 10' 1 3 4 4 5 5 6 10' 2 3 3 3 3 4 11' 4 5 4 6 5 7 11' 3 3 3 4 4 4 12' 4 5 5 6 6 7 12' 3 3 3 4 4 5 13' 4 5 5 7 1 6 8 13' 3 4 3 4 4 5 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE SHEET 8 FOR POST TYPES on DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. MMD LIVE LOAD' 10, 20 670 pH ' PRODUCTS, INC. IAPMO ERA 0185 DATE 1010112012 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COL REQUIRED COLUMNS HOR¢. WIND - 8789 ALPINE AVE., SACRAMENTO, CA 65828 SMAL IN REVISED BY: RANCHO CUCAMONOA CA (951)141.2107 90. 100 8 110 MPH (916) 452.1021 FAX 4031516 jd�duraLn.ovn SHEET 15 OF 33 on 10# L. L. 100 MPH - ATTACHED SOLID COVERS soLlD POST SAID TABLE� LrvE LOAD . PATI Y . BY: IMMO ERN 0186 DATE 1 018 18 011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 12' OR LESS EXP. B & I a REVISED BY: DBL. 2"3 z8" BEAMBEAM / AND ATTACHED 101 Ll: too MPH DBL. 3"x8"x.042" ALPINE AVE„ SACRAMENTO, CA 85618 (816) 462.7011 FAX 403-1518 sdss®drv&" ccm SHEET 19 OF 33 BEAM 3"x8" BEAM w INSERT DBL. 3"x8" BEAM EACH w/ A 3"x8" STL. INSERT MAX. POST SPACING MAX.POST SPACING FTG. NPE NG. DISE MAX.POST pp MAX.POST STYPE PACING MIN.Tr°Pe MAX,POST SPACING PTypE m0 8 3 MAX. COL SPACING 70 cc a h ON SLAB • FOR DBL FOR 3' x B' IN. I1 (PCING (NG. E SING (NG 7PYOPE (NG (ING. (NG. 2�c8.5'x.032 BEAM 5' 13'-7" W-10" 10'-2' 22 B 14' 813 3132 H 19'-06 2931 26' 3 -10' -8" I $" B 23'-6' 34 (`, 5. 6' 11'-4" 8'-2' 9--3" 23 B 13'-4" 30 H 1 T-3" 30 B 24'4" 34 �' , 6 7'-2" 8--2" 24 12'-6' 31 1 15'-0' 32 21'-6" 35 7, 9,-8" 1r -r_-8'-7" 24 B 29 G 16'-1" 31 B 22'-7" 35 C 7, 6'-8" 7'-7' 25 11'-7" 31 H 14'-2' 33 19'-10" 36 8' ` 8--6" T-1" 8'-1" 24 B 11' 8" 29 G 15'-1" 32 B 21'-2" 36 B 8 6'-3" T-1" 25 10'-6' 30 H 13'-3' 33 18'-8" 37 E 9' 7'-7" 6'-8" 7--7" 25 B 11'-0" 29 14'-2" G 33 B 20'-0" 36 E 9 8'-0" 6'-9" 26 9'-10 3o 12--6" 34 1r-7" 36 10' 6'-9" 6--4- 7'-3" 25 B 10'-1' 28 G 13'-6" 33 C 19'-0" 37 E 10' 5'-8" 6'-4" 26 9'-5" 30 11'-10 35 16'-8" 39 11' 6'-2• 6'-1"5 6'-1 S"-1" 2 27 B 9'-7'8' 12'-11 2 30 G 34 S C 18-16-0. 3 39 F 11' 4" 11" H 4" 12 5'-8 " 5'-10" 6--8" 26 B 9'-2" 29 G12'-3' 34 C 1 T-3" 38 F 12' 5--2- 5'-10" 27 8' 6" 31 H 10'-10' 36 15'-3" 40 13' 5'-2" 5 -8" 6'-4* 26 B 8 -10' 30 H 11'-10" 35 C 16'-8' 39 F , 13 5--0" 5'-8' 28 T-11" 32 I 10'-6' 36 14' 8" 46 10# L.L. 100 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & 5, 9-9" 9'-7" 29 G 16'-3" 31 G 24'-0" 35 J 30'-8" 37 J , 5 8'-10 8'-8" -10" 8'-9" 30 28 H G 15'-0" 1'-1" 36 28'-7' 28'-0" 39 K , 6 6 14'-10' 30 G 22'-0" 34 J 36 J 7--9" 7'-8" 7'-10 r-10" 29 27 G G 13' 8" 19'-3' 35 26'-1" 26'-0" 38 K T 13'-8" 30 G 20'-4" 34 J 36 J T-2" TY T -W 7'-3" 28 28 G G 12'-8" T-10 35 24'-2" 24'-3" 37 , 8 8- 12'-10" 29 G 19'-1" 33 J 35 J 6--6" 6'-7" 6- s" 6'-8" 29 28 G G 11'-10" 16'-8" 32 --10" 22'-1 " 36 t 9 9 12'-1' 29 G 18'-0" 32 J 35 J 6'-1" 6'-3' 5'-11 6'-3" 30 29 H G 11'-2" 15'-9' 33 20'-7" 21'-0" 36 , 10 10' 11'-6" 28 G 1 r-1' 32 1 34 J T-7" 5'-9" 5--7" 5'-9" 31 30 H H 10'-7' 5'-W 33 J 19'-7" 20'-0 35 ( 11' 11' 10'-11" 28 G 16'-3" 32 1 33 J 5'-4" 5'-6" 5'�" 5--6" 32 31 I H 10'-1" 14'-3" 33 J 18'-8" 19'2* 35 12 10'-6" 29 G 15'-7" 31 H J 4'-11" 5'-1" 5'-0" 5'-4" 33 31 J H 9'-8" 13'-8" 32 I 1T-2" 18'4' 35 , 13' 10'-1" 29 H 15'-0" 31 H 34 J 4'-9"_ _ 4'-9"_ 33 J 9'-3' 13'-2" 32 I NOTE: FOOTNOTE: 'SAMPLE' FOOTING SHOWN REPRESENTS LENGTH OF. • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B 1 EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS 7a WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP, B 6 C. SHT. 10 FOR ATTACHED & FREESTANDING COVERS DRAWN BY: Ex TOM CAMPBELL 8 ASSOCIATES, INC. soLlD POST SAID TABLE� LrvE LOAD . PATI Y . BY: IMMO ERN 0186 DATE 1 018 18 011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10. 20. PRODUCTS.INC.I REVISED BY: RANCHO CUCAAgNGA, CA (861) 7N-1707 AND ATTACHED 101 Ll: too MPH WIND 80.100 6 110 MPH ALPINE AVE„ SACRAMENTO, CA 85618 (816) 462.7011 FAX 403-1518 sdss®drv&" ccm SHEET 19 OF 33 IAPMO EIRV 01% AWN f11ATE: 10A1lM12 TOM CAMPBELL 6 ASSOCIATES, INC. soup POST SPACING TABLE LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: ALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 6 JO ptf 1VISED DURALUM PRODUCTS, INC. i RANCHO CUCAMONG . CA (Pet) 741.2107 AND ATTACKED• ��' 10# L.L. 100 MPH - ATTACHED SOLID COVERS 1001-L. 90MPH PH 00.100 A 110 MPH ie 462-7021 FAX 403.1510 tan SHEET 18 OF 33 12' OR LESS AXP. B 8s C 6. 5" RAGLBFEAAM / 4" I -BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM MAX.POST SPACING �G' MIN. POST �G• MIN. POST MAX POST SPACING FTG MIN. FTG MIN. •POST SPACING FTG• MIN. FTG MIN. MAX -POST FTG MIN. FTG MIN. Lo MAX.COL. SPACING MAX•POST FTG MIN. i MIN. ON SLAB r (SPAN) (IN.) TYPE (IN.) TYPE (SPAN) (IN.) POST �, (IN.) POST TYPE (SPAN) pN.) POST TYPE (IN.) POST TYPE SPACING (IN.)POST (IN.)POST SPACING (IN.) POST FTG POST (IN') (SPAN) TYPE TYPE (SPIN) TYPE TYPE 5' 13'-7' 10'-0- 8'-9" 24 25 B 12'-0" 25 B 11'-6" 25 B 9'-0' 23 B 20'-9" 30 10'-7" 26 10'-1" 26 8'-3' 24 18'-4' 32 B 8, 11,x" 8'-1' 25 26 B 11'-0' 26 B 10' 6" 26 B 8'-0• 24 B 19'-0" 31 9'-8' 27 9'-3 " 27 7 =9' 25 16'-9" 33 B 7' 9'-8" 8'-6' 25 26 B 10'-2" 27 B 9'-8" 26 B 25 B 1 T-8" 32 28 28 r-2" 26 15'-7' 34 B 8' 81-6" T-10" 28 27 B 9'-7" 27 B 9'-1" 27 B T-7' 25 B 16'-6" 33 8'-6" 29 8'-1' 28 6'-9' 27 14'-7" 34 C 9' 7'-7" 7'-0- 8'-7' 26 27 B 9'-0- 28 B 8'-7" 28 B 7'-2" 26 B 15'-7" 34 8'-0" 29 7'-7" 29 6'-4' 27 13'-9" 35 C' 10' 6'-9" 7'-1' 6'-3' 27 28 B 8'-7' 29 B 8'-2" 28 B 6'-10" 27 B 14'-9' 34 T•7" 30 T-2" 29 6'-1' 28 13'-1' 36 C 11' 6'-2" 6'-9' 6'-0' 27 28 B 8'-2" 29 B r-9" 29 B 6'-7" 27 B 14'-1" 35 T-3" 30 6'-10" 30 5'-9" 28 12'-6• 36 �' 12' 5'-0- 6'-6' '" 28 ;:22-9 B 7'-10" 29 B T 6" 29 B 6'-3" 27 B 13'-7" 35 7'-0' 31 6'-7' 30 5'-7' 29 12'-0" 37 �' 13' 5'-2" 6'-3- 5'-7' 28 29 B T-7" 30 B 7'-2" 29 B 6'-1' 28 B 13'-0' 36 C 10# L.L. 100 MPH 6'-8' 31 6'-4" - FREESTANDING SOLID COVERS 31 5'4' 29 11'-6' 37 E 12' OR LESS EXP. B & C 5' 30 H12'-6' 11'4" 29 G18'-0" " 30 H 13'-1' 30 H 9'-10' G 23-1 35 31 1 12'-3' 31 9'-4" 21'-6' 36 J g, 10'-4" 26 G 2s G 12'-0" 29 G 9'-3' 2r-1 • 3a' 2911'-4" 31 H 11'-2' 31 H 8'-10' G 191-8' 35 J 7. 9'-8' 28" 9'-0' 29 G0'-6' 29 G 11'-z' 29 G 8'-9" C7 19'-7' 33 30 H 10'-4• 30 H 8�-4 17'-0- 34 J 81 9'-1' 27' 8'-6" 28 G9'-5" 28 G 10'-6- 28 G 8' 6" G 17'-7" 32 8'-7- 29 9'-9" 30 8'_1" 16'-4• 34 9' 27 8'-0" 29 G8'-11 27 29 G 9'-10' 28 G 8'-2" G 16'-7" 32 10' 8'-2- 28 G" 28 9'-2' 29 9'-4' 28 r-6• 7'-9" 15 6" 33 7'-7" 308'-2" 30 G 8'-9' 30 G G 15'-9' 31 H 29 G 29 G 9'-0" 29 G 7'-3" 7'-6' G 14'-2' 15'-0" 32 I 31 H 30 H 7,-6- -9" 30 H 8'-4" 30 H 7'-0" H 12' 29 G29G 8'-7- 29 G T-2' G 1311'" 302H'31 H7'-5" 7,-2-30 G 31 H 8'-0" 31 H 6'-0' H 2'-10 32 13' 30 G 8' 3" 30 G 6'-10' G 13'-4" 318''-11" 32 I 7'-8' 32 I 6'-6" I 1'-10"32 NOTE' FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. r THE MAXJMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE FOOTNOTE: 'SAMPLE' FIGURE INDICATES 0. C37 1 1�� WHERE SLAB OCCURS, CUBED FOOTING SIZE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS EXPOSURE B MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. i FIGURE INDICATES SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTA('WFn t rocceT.unn.n ......c..- WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. )n T IAPMO EIRV 01% AWN f11ATE: 10A1lM12 TOM CAMPBELL 6 ASSOCIATES, INC. soup POST SPACING TABLE LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: ALE:NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 6 JO ptf 1VISED DURALUM PRODUCTS, INC. BY: RANCHO CUCAMONG . CA (Pet) 741.2107 AND ATTACKED• ��' S20P ALPINE AVE., SACRAMENTO, CA Peeve 1001-L. 90MPH PH 00.100 A 110 MPH ie 462-7021 FAX 403.1510 tan SHEET 18 OF 33 - ATTACHFD opFN I ATTICF rOVFR.R i I 17' f1R I FCG FYP :R R Ir` 5' DRAWN BY: EN. A! DATE 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM3"x8" BEAM w/INSERT DBL. 3"x8" BEAM 27 G ' DURALUM PRODUCTS, INC. OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 30 G o MAX.COL. POS5 MAX.POST MIN. MAX.POST MIN. SPACING PAXOST MIN. MAX.POST MIN. MAX.POST MIN. I 23'-2' 33 J a; SPACING ON SLAB* SPACING FTG. POST FTG. SPACING FTG. POST FTG. FOR DBL FOR 3- x 8- FTG POST FTG- SPACING FTG. POST FTG. SPACING FTG. POST FTG. I POST F 0'-3" (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2-x8.5'x.032- BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 'TYPE (915) 452.7021 FAX 403-1510 sMw&hN 4m.00m 5' 13'-7" 10'-3 Q B 1819 15 15'-7' T-2" 35 20'-4" 32 1 B 2 10'-6'10'-6" 10'-9; B 1 23 -23'-2' B 2 32'-8"32'-8- G 26 C 51 26 F -3" 28 22 0'-9' B 20 B 25 0'-4" 35 J 19'-0" 31 H 8 I 61 6' 11'-4" 9'-8' B 1 14 -314'-3" B 2123 91-3' 9'-9" 1 201�0'�' 2 29129'10" 27 E 60 27 -8' 13'-3" 30 H 26 8'-7• 9' 1" 27 G 9'-3" 9,-9' B 20 C 26 8'-9" 29 G 12'-4' �, 9,$" 9'-2" B 19 13'-3' B 21 8'-T 9' 1' 19 19'-0' 24 27'-8" 27 E T 7' 8' 8'-2' -2' 17'-1" 32 I 16'-1" 30 H 25'•10 36 J 24'-4' 33 J 21 13'-3" 8 91 23 8'-T -1' B 21 19'-0- C 26 2T-8" 7'-3' 7'-9" 30 9' 8' 8'-6' 8'-9. B 20 12'-4' B 22 T-8' 8'-2" 19 iT-1" 24 25'-1 28 I F - 8 8'-9' 8'-2" 26 21 12'-4 10'-9' 27 G 24 7'-8" 8'-2' B 21 1T-1" C 27 5'-10 8' 2' 30 10'-9' 7-7 8' 8" B 20 11'-8' B 22 7'-3" 7' 9' 20 16'-1" 25 24' 4" 29 F 9 G 10'-2" 8.6- 6'-5' 6'-9" 27 G 22 11'-8" 6'-0" 24 7'-3' -9' B 21 16'-i" Ci 27 24' 4" 31 29 14'-7" 31 H 28 G 11101. 6'-9" 8'-2"8,-2" B 21� 10'-910.9" B 2325 81 8.68 7' 4" 20 15 15'-0' 25 31 29 F 10' 7'-7' 29 9'-9" 29 4' B 2 I E 28 3'-2" 12' 32 7'-4" 28 H 6'-2" 8--0- B 2123 10'-210'-2' C 2325 6' -5" 8' 9" 2 14'-; 2 21 2 F 11' 8'-0" 30 H 2'-10' 30 H 19'-8' 33 J B 6,-5" 6,-9' B 4 -7' E 28 21'-3. 32 12' 5'-8" 7'-7" B 21 9'-9" C 23 6'-0" 6'-5" 20 IT -6" 26 20'-4" 30 F , 12 T -T 23 9'-9" B 25 6'-0" 6'-5" B 22 13'-6' E 28 20'x" 27 13' S'-2" T-4' B 2124 9'-5" C 24 5'-8' 8'-2' 21� 12'-12 "10� 2 28 19' 9 30 ' F 13, �" 9'-0" B 6 5'-8' 6'-2' -8" 3 5' DRAWN BY: EN. A! DATE 10'-3' 27 G ' DURALUM PRODUCTS, INC. 15'-7" 30 G SCLLE: NONE REVVED �' 10'-6" 10'-9' 27 F 23'-2' 33 J 32'-8" 36 J SHEET 28 OF 33 , 0'-3" 28 (915) 452.7021 FAX 403-1510 sMw&hN 4m.00m 15'-7' 32 I 10'-6' 10'-9" 29 G T-2" 35 20'-4" 32 1 32'-8' 38 K 29'-1 35 J 5 6 9'-8" '-8" 26 G 14'-3" 29 G 9'-3" 9'-9" 26 F 28 14'-3' 31 H 9'-3" 9'-9" 28 G 0'-4" 35 J 19'-0" 31 H 29'-10' 37 2T-8' 34 J 61 �, 9'-2" 26 G 13'-3' 28 G 8' 7' 9'-1' 26 F 2' 27 13'-3" 30 H 8'-7• 9' 1" 27 G 19'-0" 33 J 17'-1" 30 H 2T 6' 37 25'-1 34 7' 8, 8'-9" 25 G 12'-4' 28 G 7'-8" 8'-2' 25 F , 8'-9" 27 12'-4 30 7' 8' 8'-2' 27 G 17'-1" 32 I 16'-1" 30 H 25'•10 36 J 24'-4' 33 J 8 91 8'-6' 28 G 11'-8" 27 G 7'-3' 7'-9" 26 F 9' 8'-6" 27 11'-8" 29 7'-3' 7'-9' 27 G 16'-1" 32 I 15'-3" 29 G 24'-4' 35 23'-2' 33 J 10' 8'-2" 26 G 10'-9' 27 G 6'-8" T-4" 26 G 8' 2' 28 10'-9' 2s 8'-6' 4' 28 15'-0' 31 I 14'-7" 29 G 3'-2" 35 21'-3' 32 ) S 11' 8'-0' 27 G 10'-2" 27 G 6'-5' 6'-9" 27 G 6'-0" 29 10'-2" 29 6'-5" 8'-9" 29 14'-7" 31 H 28 G 21'-3' 3a J 20'-4" 32 1 12' 7'-7" 28 G 9'-9' 28 G B'-0' 8'-5' 28 G 7'-7' 29 9'-9" 29 6'-0' 6'-5' 29 28 G 3' s" 30 H 12'-1 ' 28 G 20' 4" 34 J 19' 8' 31 �p� O 12' 13' 7'-4" 28 H 9'-0" 28 G 5'-8" 6'-2' 5'-8' 6'-2' 30 H 2'-10' 30 H 19'-8' 33 J NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED 5 FREESTANDING COVERS THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOI WHERE ONLY ONF FIGURE SNOWN INOICATFS FYP A A [: ' UPMO ERA 0195 DRAWN BY: EN. A! DATE TOM CAMPBELL d ASSOCIATES, INC. POST LATTICE TIC TABLE POST LPA LOAD" t0, 20 610 pd ' DURALUM PRODUCTS, INC. SCLLE: NONE REVVED �' COMMERCWL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUGWONQk CA (961) 741.2107 FREESTANDING AND ATTACHED HORIZ WIND = 90,100 6 110 MPH 8259 ALPINE AVE, SACRAMENTO, CA W628 SHEET 28 OF 33 10 t LL 90 MPH (915) 452.7021 FAX 403-1510 sMw&hN 4m.00m NX, 1 10# L.L. 100 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C I iFIT-nm WoLVA l,:eV.-ia=tFAkiIa]10[!'yeWa0■I_r09IM=Kf1lv/a I DRAWN BY: E.N. DATE:: 3" SCI. STEEL BEAM DBL. 3"x8"x.042"BEAM 28 DBI-X4.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM 15'-T > H NONE REALE: NONE 10'-6" OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 10'-9" 28 G 23'-2" 35 J AND ATTACHED 1 S Ll. W MPN 32'-8" 38 J mo MAX.COL. MAX.POST MIN. MAX'FOST MIN. G $p C GT MAX.POST SPACING MIN. �� MIN. MAX•POST MIN. MIN. m o J H SPACING SPACING FTG. pOST FTG. SPACING FTG. POST FTG. FOR DBL FOR 3' x 8' FTG. POST FTG SPACING FTG. POST FTG. SPACING FTG• POST FTG POST ri ON SLAB♦ (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) BEAM (IN.) TypE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE 9'-8" 28 G 5' 13'-7" 10'-3" B 19 15'-7" B 22 10'-6" 10'-9' B 19 23'-2' J H B 25 32'-8' 9'-3' 28 C , 5 20'-4' 19'-0" 36 33 0'-3" B 21 15'-7" B 24 10'-0" 10'-9' B 21 T-2' 9'-2" 27 8' 7" 9'-1" 27 G 27 32' 6" , 7 3o -2" 6 " ll' -4- 91-8" 20 14'-3" 22 9-3- 9'-9" 20 20'-4' B 25 29'-10" 29 E , 6 35 32 `� I �• B 14'-3" B 25 9'-0" 9'-9" B 22 0'-4' 7'-8" 8'-2" 26 F 25' 1 " 36 J 28 29'-10" 31 C 29 7 9'-8" 9'-2' 20 13'-3" 23 8'-7' 9'-1' 20 19'-0' C 26 27' 8' 29 E , 7 J I g.2• B 22 13'-3' B 25 8'-7' 9'-1' B 22 19'-0' 24'-4" 35 J B 28 7'$" 32 30 8 8'-6 " 8'-9' 21 12'-4' 24 7' 8' 8'-2" 21 1 T-1' C 26 25'-1 30 F 8, 24'-4' g.g• B 23 12'-4' B 26 T-8" 8'-2" B 22 1T-1" 10 29 25'-10" 8'-2" 33 E 10'-9" 10'-2" 9 7'-7 " 8' 6' 22 1 V-8" 24 T-3" 7'-9" 21 16'-1" C 27 24'-4' 31 F 9' 3'-2" 37 8 -0• B 24 11'-8• B 26 T-3" 7'-9" B 23 16'-1' 8'-0" 29 24'-4" H 33 30 29 H G 10' 6'-9" 8'-2" 22 10' 9' 24 6' 8" T-4" 21 15' 3' C 27 23'-2" 31 F 10' J (� 8'-2" B 24 10'-9" B 26 6'�" �" B 23 15'-3" 31 H 30 3'-2" 31 30 34 11' 6'-2" 8 -0" 23 10'-2" 25 6'-5" 6'-9" 21 14'-7' E 28 21'-3" 31 F 11' . 13 8'-0° B 25 10'-2" B 27 6'-5" 6'-9' B 23 14'-7" I C 30 21'-3" I 34 5' 8" 12 5'-8 " 7'-7" 23 9'-9" 25 6'-0" 6' 5' 22 13'-6" E 28 20'-4" ;1730 32 F 12' 7'-7' B 25 9'-9' C 27 6'-0" 6'-5" B 24 13'-6" C 20'-4" 35 13' 5'-2" 7 -4" 225 9' -5" 2 28 5'-8" 6' 2" 2224 12'- 12'.10" E 2831 191-8" 3235 F 13' -0" 9'-5' B 5 -8" 6 -2" -8" iFIT-nm WoLVA l,:eV.-ia=tFAkiIa]10[!'yeWa0■I_r09IM=Kf1lv/a I NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS. CUBED FOOTING SUE MAY BE REDUCED 8- EACH SIDE FOR FREESTANDING ONLY, SEE ALTERNATE FOOTING TABLES cur ,n cno .r .—n • coccar.un,un —Cue w THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B-J� FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. DRAWN BY: E.N. DATE:: 10'-3" 28 H 15'-T 31 H NONE REALE: NONE 10'-6" FREESTANDING 10'-9" 28 G 23'-2" 35 J AND ATTACHED 1 S Ll. W MPN 32'-8" 38 J 5' 5 0'-3' 30 G 15' 7' 14'-3" 33 31 J H 10' 6" 10'-9" 30 H 23'-2" 20'-4' 37 34 32'-8" 41 K 6 9'-8" 28 G 9'-3" 9' 9" 28 G 29'-1 37 J 6, 9'-8" 29 14'-3" 13'-3' 33 30 J H 9'-3' 9'-9" 30 20'-4' 19'-0" 36 33 `� 9'-10" 40 K 9'-2" 27 8' 7" 9'-1" 27 G 2T-8" 36 J , 7 7 -2" 29 G 13'-3" 12'-4" 32 29 I G 8' 7" 9'-1' 29 19'-0" 17'-1" 35 32 `� I 2T 8" 39 K 8, 8'-9' 27 G 7'-8" 8'-2" 26 F 25' 1 " 36 J 8' 29 2'�" 11' 8' 31 29 I G T 6" 8'-2" 28 G 17' 1" 16' 1" 34 31 J I 25'-10" 38 K 9. 8'-6- 28 G 7'-3" 7'-9" 27 G 24'-4" 35 J 9' 8' 6" 30 11' 8" 10'-9" 31 28 H G 7'-3" 7'-9" 29 16'-1" 15'-3" 34 31 J H 24'-4' 38 8'-2" 29 G 6'-8" 7' 4' 28 G 23' 2' 35 J 10 8'-2" 30 10'-9" 10'-2" 30 29 H G 6' 8" -4" 30 15'-3" 14'-7' 33 31 I H 3'-2" 37 G, 810. 29 G 6'-5' 6'-9" 29 G 2T-3*, 34 11 8'-0" 30 H 10'_2..:x 2" 9'-9" 30 29 H G 6'-5" 6'-9" 30 H 14'-7" -6 33 30 I H 21'-3" 36 J (� , 12 29 G 6'-0- 6'5" 29 20'-4" 34 J 12 7'-7" 31 H 9'-9' 9'-5" 31 30 H G V -w 6'-5' 31 H 3' 6' 12'-1 32 30 I H 20' 3' 38 4. . 13 7'-4" 30 G 5'-8' 6'-2" 30 G 19'-8" 33 13' Tom" 32 I 9'-5" 32 I 5' 8" 6'-2" 30 I 2'-10" 32 I 19' 8' 35 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS. CUBED FOOTING SUE MAY BE REDUCED 8- EACH SIDE FOR FREESTANDING ONLY, SEE ALTERNATE FOOTING TABLES cur ,n cno .r .—n • coccar.un,un —Cue w THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B-J� FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. DRAWN BY: E.N. DATE:: TOM CAMPBELL 6 ASSOCIATES, INC. LATTICE POST SPACING TABLE Lpo LOAD •PAT)OCOVERSYSTEM 10, 20 6 AS ' DURALUM PRODUCTS, INC. IAPMO ERA 010b NONE REALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING I pd NOR¢ WIND • 8288 ALPINE AVE., SACRAMENTO, CA 06826 SHEET 27 OF 33 REVISED BY: RANCHO CUCAMOIIOA CA (061) 7Fis107 AND ATTACHED 1 S Ll. W MPN 00,100 a 110 MPH (016) X62.7021 FAX �OCf 1610 nMs�OurWm mt"