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11-1017 (PAT)r, P.O: BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 11-00001017 51375 CALLE ILOILO 770-164-018-6 -000000- PATIO COVER - RESIDENTIAL MEDIUM DENSITY RES 1556 c&ty/ 4 4 Q" Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: ' LARRY LANGER 51375 CALLE ILOILO LA QUINTA, CA 92253 Contractor: VALLEY PATIOS 37897 CHESTERFIELD VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/20/11 DA U 2 2011 Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT of La Qwnta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation.' I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives offtthis ccoourty to enter upon the above-mentioned property for inspection �puor ses.. Date: / / Z B/mature (Applicant or Agent),L__ BERMUDA DUNES, CA 922013 < CIYYAFf AfIU1NYA (760) 534-4634 LiC. No.: 937811 . ------------------------------------------------------------------------------=------------------ LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of.perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: C51 License No.: 937827ifor by Section 3700 of the Labor Code, for the performance of the work for which this permit is % ate: Z• I t tractor: issued. Y_I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation • OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier SOUTHERN INS CO Policy Number WSIO047500-01 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code, I shall forthwith comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ate: �_ pplicant: --!5� _ fes% 1 ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, 'and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that ha or she did not build or _ _ - improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT - 1 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the _ 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application; (_ I I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT of La Qwnta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation.' I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives offtthis ccoourty to enter upon the above-mentioned property for inspection �puor ses.. Date: / / Z B/mature (Applicant or Agent),L__ Application Number . . . . . 11-00001017 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 37.00 Plan Check Fee 24.05 Issue Date . . . . Valuation . . . . 1556 Expiration Date . . 3/18/12 Qty Unit Charge Per Extension BASE FEE 15.00 11.00 2.0000 HND BLDG 501-2,000 22.00 ---------------------------------------------------------------------------- Special Notes and Comments 117 S.F. ALUMAWOOD PATIO COVER AT REAR OF RESIDENCE, PER DRAWINGS. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 37.00 .00 .00 37.00 Plan Check Total 24.05 .00 .00 24.05 Other Fee Total 1.50 .00 .00 1.50 Grand Total 62.55 .00 .00 62.55 LQPERMIT ern.# Of Quinta Building 8L Safety Div im Box 1504,78-495 Calle Tampico 14.Quinta, CA 92253 -:(760) 777-7012 Building Permit Application and Tracking Sheet Permit #P.O. Project Address: .5 1 3 1 101 Owner's Name: . A P. Number. Address: Legal Description: Contractor: /� 11 I V0,1- V l \ Q O�'R ©S City, ST, Zip: C& �z7i j Telephone: Address: �� ` Project Description: !� S City, $T, Zip:. Telephone: State Lic. # : 6 11 City Lic. #; Arch., Engr., Designer Address: City., ST, Zip: Telephone: Construction Type:. Occupancy: State Lic. #: r x Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: A—r-\ ska--/ Sq.' Ft,; # Stories: # Unity: ` /'h Telephone # of Contact Person: Estimated Value of Proj 5,9t APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd 'Rec'd TRACMG PERMIT FEES Plan Sete Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person Plan Check Balance Title 24 Cafes. Plana picked up Construction Flood plain plan Plans resubmitted.. Mecharilcal Grading plan 2' Review, ready for correctionslissue Electrical Subcoutactor List Called Contact Person Plumbing Grant Deed Plans picked up ML H.O.A. Approval Plans resubmitted Grading Iii HOUSE:- 3" Review, ready for correctionsAssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. 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IIIIIII 111111111 (IIIIIIIIIIIIIIIIIII a IIIIIIIIIIIIII 1111IIIIIIIIIIIIII� illlllllllllll (IIIIIIIIIIIIIIIIIII IIIIIIIIIIIII IIIIII4IIJIIuIII IIIIIIIIIIIII IIIIIIIIIIIIIIpI IIIIIIIIIIIII IIIIIUIIIIIIII1111 dllllllllllll JIIIIIIIIIIIIII1111 uu,111ER. s0I3QUARE11FEET1111111IIIIIII I 1 1 11 1 I I I•TA1��HE0 COV,_ "^I "' ", In„I 1 II!p!!1111 II dJl'lUlII!'Ir 11 I!II0111 I; II 41114 ''"111'11 II 111II41!1,4!I 1911,1 1111 II dl!UIII'1111 I DEFINED INI/, SCE/SEIII7, SECTIQN 6!1511113 1 (IIIIIIIIIIIIII 1 41111111111111 , I„ III 41111111IIIII� III,I 411111111111111 1!, ,1 dlllllllllllll 4, .:1 (IIIIIIIIIIIIII 1,11 l d116ul11 nlm 111111' II1fCIp,aI 611!TI 1,4 I;IIIIIVII' IIb IlllitlllJl HILL3II RIDGEB AND ESCARPMENTS � ' QEFINED IN ASCE/SEI 7; SECTION 1118.5 7 1. IIII III IIIII III 1111 1111 III' 111111 .1,,; 1,,,,,,,,,1,1, �„ ,11116 IIIIIIIIuIIl1 ,In1111a IIIIIII IIIIIIIIIU� 1uouIIUIIl IIIIIIIIIll I IIIII IIIIIIIII UIII I -Tib RATIOIIICOVER3INOTEDIIHEREIN'!ARE DESIGNEDlX9Ii-OPEN �S7RUCTURES'IIIN'lA q, IIII IIII )IIIIIIIIIIII II IIIII IIIIIIIIIIIII „ (IIIIIIIIIIIIIIIIII UIUIIII!I''I aIIIIIIIIIIIIID 6J011I!IP IIIIIIII II} "!IIIuI, IIIIIIII 111 1""I1l, 41111111 p1 InllIlICC11oRD4NCE1wITH111ASCiElsE17; * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2° X 6 1!2" SIDE PLATES. RAFTER,SSLE FOR OPEN LATTICE TYPES FOR 512E AND SPACING e*is" O THIS OPEN LATTICE -TYPE STRUCTURE MAX PROD. SEE PROJ.CHEDULE C'I'O BV4 MAY NOT BE COVERED. 5EE SCHEDULE / MAX O.M. %` RAFTER SEE TABLE L _ 25% OF SPAN �• //> \ FOR SIZE / /J/� ` ANDR SUE LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES SEE DETAIL \ NOTE: EACH COMPONENT IS INTER- MA BE us o�vu�NEREENi CHANGEABLE WITH ANY OTHER sF r PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. Fryer r 'EE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZES OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SCALE: NTS MAYBE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE ZZ RAFTER SEETABLE FOR SIZE AND SPACING . LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE MAY.OjBE COVERED. LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES r SEE DETAIL sFr�lECr'YO EACH COMPONENT IS INTER- �Z< ' SLAB ATTACHMENT r BE USED WHERE LE WITH ANY OTHER sF6 p PERMITTED. UNLESS OTHERWISE SHOWN. r1s� SEE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE PE "F" ATTACHED MULTISPAN TTICE STRUCTURE 8 rT,i jjj NOTE: THIS OPEN LATTICE -TYPE STRUCTURE y MAY NOT BE COVERED. 73 SEE SCHEDULE /a LENGTH OF STRUCTURE VARIES POST VW.H.R.E 1 s Fr qCi NOTE: EACH COMPONENT IS INTER- � 70 CONS�TREADIN E � NO CHANGEABLE WITH ANY OTHER sfFT sp FOOTING,SCHEDULE EE Y lir SE SLAB COMPONTENT UNLESS OTHERWISE SHOWN. te[F NOTE: EACH COMPONENT IS INTER- CONSTRAIN CHANGEABLE WITH ANY OTHER s� r pOTING. SEE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. Tts�sHEDULE FOTING C SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE _SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. .LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DATE: 428ROt t SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 70.20 8 30 psf DURALUM PRODUCTS, INC. - REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 STRUCTURES HORIZ. WIND - 90,100 8 110 MPM 8269 ALPINE AVE., SACRAMENTO, CA 95826 (918) 452-7021 FAX 403.1 S19 selee@Auralumcom SHEET 3 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C .25" 67" T=SEE TABLE BELOW 435 ��, 40" �71- 0 �40" 2.46"70^ 4q. 40 25" 1.48 .40'� 40" .35" 3.00" [— 4.50" 4.50" —�— 4.50" 4.50" 3.00" 24.00' ALUM. ALLOY 3004-1-136 OR EQUAL 24" TRI -"V" PAN (SEE NOTE 1 BELOW) L.L = (PSF) PANEL"T" (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.0 .018 11'-9" 10'-8" 11'-9" 9'-7" 10'-8" 8'-8" 10 .024 13'-9" 12'-7" 13'-9" 11'-3" 12'-6" 10'-3" .032 .032 15'-1" 14'-6" 15'-1" 13'-0" 14'-5" 11'-9" 20'-11' .018 91-8" 91-8" 91-8" 9'-7" 9'-8- .020 20 .024 11'-6" 11'-6" 115" 11'-3" 11'-6" 10'-3" 12'-10" .032 13'-4" 13'-4" 13'-4" 13'-0" 13'-4" 11'-9" 15'-5" 018 8'-5" V-5" 8'-5" 8'-5" 8'-5" 8'-5" 30 .024 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-4" .032 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. M-1- MLLUT 4VV9-MJO UM GNUHL 12" x 3 1/2"W PANEL (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL"T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 ~ .020 14'-3" 14'-3" 14'-3" 14'-2" 14'-3" 12'-10" .024 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 14'-1" .032 181-8" 18'-8" 18'-8" 181-8" 18'-8" 17'-3" .040 20'-11' 20'-11" 20'-11' 20'-11" 20'-11" 19'-9" 20 .020 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" .024 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" .032 15'-5" 15'-5" 15'-5" 15'-5" 15'5" 15'-5" .040 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 30 .020 10'-4" 10'-4" 10'4" 10'-4" 10'-4" 10'-4" .024 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" .032 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" .040 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: IAPMO ERM 0195 DATE: 412612011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10.20630psr OURALUM PRODUCTS. INC. REVISED BY: RANCHO CUCAMONGN CA (951) 741-2107 HORIZ. WIND 70.90 8 110 MPH 8269 ALPINE AVE.. SACRAMENTO. CA 95826 (818) 452-7021 FAX 403-1519 seles@dumk m.00m SHEET 4 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH 6.5' Y t ALUM. ALLOY 30 2 3 NO. 3'94 OR EOUAL 7k SEE NOTE BELOW z 2 X 6 1/2" RAFTER L.L.= -T' a 90 MPH 100 MPH 1 0 MPH (PSF) (IN.EXP. 8 I EXP.0 I EXP. B I EXP.0 I EXP. B I EXP.0 L 1" .L.= " (PSF) (IN.) Oi 11 .042 2 10 EXPOSURE B & C 3.0- �— B.0' oat" ALUM. ALLOY 3004-1-136 OR EQUAL 7k SEE NOTE BELOW 3 x 8" RAFTER I 90 MPH T 100 MPH 110 MPH 24'-6' 23'-5` 1 24'-0. 1 22'-8" 1 23'-5" 121'-10' 20'-0" 19'-1' 19'-7" 18'-6" 1 19'-1" - I - I - I - I - I - 20 .024 16' 12'-2' 12'-2' 1 12'-2" 11'-10' 11'-10" 11'-5- 24" 9'-11" 9'-11' 9'-11" 9'-8" 9'-8' 9'-3- 10 .032 16" 16'-3" 16'-3' 16'-3' 15'-9" 15'-9" 15'-2" 24' 13'-3" 13'-3' 13'-3' 12'-10' 12'-10' 12'-5" -T^ (IN.) .042 16' 21'-4" 21'-4" 21'-4` 20'-8" 20'-8` 19'-11' 24" 17'-5' 17'-5" 17'-5' 16'-10' i6'-10" 16'-3' 10 .024 16" 9'-4" 9'-4" 9'-4' 9,,4" 9'-4" 9'-2" 7'-7" 7'-7" T-7" T-7" 7-6- 20 .032 16" 12'-5" 12•-5" 12'-5" 12,_5" 12•_5" 12•_3" 24' 10'-2' 10'-2" 10'-2" 10'-2" 10'-2' 10'-0" 24' .042 16" 16'-4" 16'-4" 16'-4' 16'-4" 16'-0" 16'-1" 24' 13'-4" 13'-4" 13'-4" 13'-4" 13'-4' 13'-2" 16" .024 30•_2" 30•_2" 29•_3" 29•_3" 28'-2- - - - .042 24" - 30 .032 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 24" 8'-4' 8'-4' 8'-4" 8'-4" 8'-4' 8'-4' 13'-2" .042 16" 13'-5' 13 _5• 13,_5• 13.5" 13.5• 13,_5" 24' 11'-0" 11'-0" 11'-0- 11'-0" 11'-0" 10'-9' L 1" .L.= " (PSF) (IN.) Oi 11 .042 2 10 EXPOSURE B & C 3.0- �— B.0' oat" ALUM. ALLOY 3004-1-136 OR EQUAL 7k SEE NOTE BELOW 3 x 8" RAFTER I 90 MPH T 100 MPH 110 MPH 24'-6' 23'-5` 1 24'-0. 1 22'-8" 1 23'-5" 121'-10' 20'-0" 19'-1' 19'-7" 18'-6" 1 19'-1" - I - I - I - I - I - 20 TRIBUTARY MAX TABLE r j� - CLEAR SPAN L-.0 ALUM. ALLOY 3004-H38 } .024- 2" 17'-7- 24" 14'-6' OR EQUALOUAL O.H. 6 7 8 9 10 11 12 13 _ U DBL. 90 MPH EXP. B EXP.0 2 x 6 1/2" RAFTER 100 MPH EXP. B EXP.0 110 MPH EXP. B EXP.0 L.L. -T^ (IN.) ( ) 0 3 4 4 16" 17'-3" 17'-3' 17'-3" 16'-8" 16'-8" 16'-1" 10 .024 24' 14,_1" 14•_1" 14,_1" 13,_7" 13'-7" 13'_2" 9 10 10 11 16' 23'-0" 23'-0" 23'-0" 22'-3" 22'-3" 21'-6- 10 .032 24' 18'-9" 18'-9' 18'-9" 18'-2" 18'-2' 17'-0" 8 8 9 9 10 10 11 16" 30,_2" 30•_2" 30•_2" 29•_3" 29•_3" 28'-2- - - - .042 24" 24'-7' 24'-7" 24'-7" 23'-10" 23'-10' 23'-0' 14 15 5' - - - 16" 13'-2' 13'-2" 13'-2' 13'-2' 13'-2" 13'-0" 1 15 .024 24" 10,_9• 10,_9" 10'-9' 10,_9- 10,_9" 10,_7" 16" 17'-7' 17'-7' 17'-7' 17'-7" 17'-7" 17'-4" 20 .032 24' 14'-4" 14'-4" 14'4" 1 14'-4' 14'-4' 14'-2" 16' 23'-1" 23'-1" 23'-1" 23'-1' 23'-1' 22'-9" .042 24" 18'-10' 18'-10' 18'-10" 18'-10' 18'-10" 18'-7" 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" .024 24" 1 8'-10- 8'-10" 8'-10' 8'-10' 8'-10" 8'-10" 16" 14'-6'E14%6" 14'-6" 14'-6' 14'-6` 14'-6" 30 .032 24" 11'-10" 11'-10' 11'-10' 11'-10" 11'-10" 16" 19'-0" 19'-0- 19'-0' 19'-0' 19'-0".04224" 15'-6" 15'-6' 15'-6' 15'-6" 15' -6 - L 1" .L.= " (PSF) (IN.) Oi 11 .042 2 10 EXPOSURE B & C 3.0- �— B.0' oat" ALUM. ALLOY 3004-1-136 OR EQUAL 7k SEE NOTE BELOW 3 x 8" RAFTER I 90 MPH T 100 MPH 110 MPH 24'-6' 23'-5` 1 24'-0. 1 22'-8" 1 23'-5" 121'-10' 20'-0" 19'-1' 19'-7" 18'-6" 1 19'-1" - I - I - I - I - I - 20 TRIBUTARY WIDTH TABLE 17'-9' 1 - CLEAR SPAN (FT.) 1 17'-9" 17'-7- 24" 14'-6' 14'-6" O.H. 6 7 8 9 10 11 12 13 14 15 18 1718 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' - - - - - 11 11 12 12 13 13 14 14 1 15 15 16 L 1" .L.= " (PSF) (IN.) Oi 11 .042 2 10 EXPOSURE B & C 3.0- �— B.0' oat" ALUM. ALLOY 3004-1-136 OR EQUAL 7k SEE NOTE BELOW 3 x 8" RAFTER I 90 MPH T 100 MPH 110 MPH 24'-6' 23'-5` 1 24'-0. 1 22'-8" 1 23'-5" 121'-10' 20'-0" 19'-1' 19'-7" 18'-6" 1 19'-1" - I - I - I - I - I - 20 .042 16" 1 17'-9" 17'-9' 1 17'-9" 17'-9" 1 17'-9" 17'-7- 24" 14'-6' 14'-6" 14'-6" 14'-6" 14'-6" 14'-4" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORIZ. WIND " 8269 ALPINE AVE.. SACRAMENTO. CA 95828 REVISED BY; RANCHO CUCAMONQA, CA (951) 741-2107 30 .042 1 16" 14'-7" 14'-7' 14'-7' 14'-7" 14'-7" 14'-7" 1 24" 11'-11' 11'-11' 11'-11' 11'-11' 1 11'-11` 11'-11" - ' - I - I - I - ' - * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. FTRIBUTARY ION O.M. SPAN j ;_ h TRIBUTARY - WIDTH 1/2 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY; E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: DATE: 412&2011 10.20 a 30 psf DURALUM PRODUCTS, INC. IAPMO ERp 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORIZ. WIND " 8269 ALPINE AVE.. SACRAMENTO. CA 95828 REVISED BY; RANCHO CUCAMONQA, CA (951) 741-2107 90. 100 8 110 MPH (916)452-7021 FAX 403-1519 me1eo®durelum.eom SHEET 7 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10'I MAX. HEIGHT QC )= 10' �-3 —I-2 3.00" SQ. 3.00"SQ. .024" 24 SMS 3.00" SQ. F T— .032" @24-O.C. .....J1.00� EA. SIDE 6.5" 3, O 0 5" —'�CLU1Gt- .14"R 040- ALUM, .032" TYR .048"STEEL O5/8STIC PLUG •28" OF OE 3" SQ. ALUM. POST 3" SQ. ALUM. POST . 6 OST MAG POST WITH SIDE PLATES OD 3" UM. ALLUY 30 STEEL POST 3 SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 SI ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR 6063-T6 %1` 2.40"--,"r /1.375" 0 11 >c 5 1.60" 1.5 .090" TYP. INSTALL IY2" x 132" x Ye" HDG WASHER PLATE AT ANCHORS FOR 110 MPH ALUM "T" BRACKET q 7/16.0 HOi FOR 3/8' K ASTM GRADE 36 STEEL INSTALL U2" x 1V x Ya" HDG WASHER PLATE AT ANCHORS .1 Sr.. TYP. USE FOR 3" POST ONLY 2- 5/16.0 STEEL "T" BRACKET T O=3"SQ.xt-.188" H=3'SQ.xI=.250" 1=3"SQ.xt=.313" J=4"SQ.xt=.188" K =4"S .xt=.250" = I. 3.0" OR 4.0' SQUARE STEEL POST ASTM A500 GRADE B ALUM. ALLOY 6063-T6 "H" BRACKET 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES (-L 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE r— (4) -SDS 25412 W x 8" ALUM. RAFT. BRACKET --` 3"x 8" ALUM. HEADER HEADER BRACKET n7 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 4/28/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 6 30 paf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE POST TYPES HORIZ WIND 8289 ALPINE AVE., SACRAMENTO. CA 85828 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 8 110 MPH FAX 403-1519 sales@durelum.com SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 150" WALL FASTENERS —� 06 SEE TABLE 1 - - - --- .25"R c WALL FASTENERS SEE SEE TABLE 1.75" O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X ORS 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. SEE 281" ALUM.ALLOY 6063-T6 OB 4== O EXTRUDED HANGER CHANNEL SEE TABLE ING ANGLE i— EXIST. EAVES, RAFTER EXISTINGOVERN (4" MAX.) EXISTING EAVE CONNECTION � 2 014 SMS Q PANEL LOCKS OR #8 SMS YIN AT EA- CONTACT AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. 20 _ LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 1-1-46�, CONTINUOUS A- RAIL OCCURS) ROOF PANEL 3 (WHERE ALUM.ALLOY 014 SMS ® EA. CONTACT 6083-T6 WALL CONNECTION . O ALUM.ALLOY 6063-T6 I.R. HANGER OC 2.740" - T=.060° WALL FASTENERS SEE TABLE a I APPROVED 3" OR 4" INSUL ROOF PANEL 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. OVERHANG (L) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 1-1-46�, 90 A B B C D D E E F I 100 A B B C D D E E F 110 A 8 B C D D E E F 181-81 DESCRIPTION OF LAG SCREW SEE NOTE BELOW 2'-0" A-SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. wo B=SOS25412 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. W N UJ 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 8'-10" "F=3/8"O x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2'-0' 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 EXIST. RAFTER DRAWN BY: E.N. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL --30 2" x 4"V-6" 16" O.C. 10, 20 6 30 psf WIND a 18'-8" 181-81 14'-2" 2'-0" 14'-0" 12'-8° 9'-7" FULL OR PAnocovER 24" O.C. 12'-5" 11'-8" 8'-10" 2" x 6"1'-6" 2'-0' 9'-4" 7'-4" NOTE: BRACKET NOTCHED MAY BE MOUNTED 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 19'-11' 19'-4" 14'-8" 2"x8" FULL OR 24" O.C. 2'-0° 31'-1,1" 31'-11" 25'-0" 2"x10" NOTCHED NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS 6 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4. RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SOS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 10# L.L.-(2)#14 SMS EA. SIDE 20##30#L.L.=(2)#14 SMS EA. SIDE T U -BRACKET �3/4" OR 1 1/2"---- 2"x61/2'OR 5" MIN. 3' x 8' ALUM. RAFTER —13/4' OR 1 1/2' "' --#14 SMS T&B 1.880O " AT 12" O.C.C 1 1/4' YP. NOTE: PROVIDE WATER PROTECTION. METAL FLASHING CAUCK JOINTS AND SLOPE r— TO DRAIN I FOR SPAN SEE ALLOWABLE DRAWN BY: E.N. DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 2°s OR 2" LEDGER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 2 EACH 1/4'0 x 3-1/2" LAG SCREWS L.L.=10 psf 10, 20 6 30 psf WIND a DURALUM PRODUCTS, INC. 8289 ALPINE AVE.. SACRAMENTO, CA 85828 2 EACH 7/16'0 x 3-1/2" LAG SCREWS L.L.-20 AND 30 psf (3}S 4x312' W.S. ! #" 14x1 3/4- (2" MIN. PENETRATION INTO o. 100 90, 100 8 110 MPH (818)452.7021 FAX 4011519 seles®duratum.can PAnocovER EXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE /T2N FOR ATTACHMENT NOTE: PLACE'SIKA FLEX' OR SIMILAR 14 MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER W/' SAME CONNECTION'S. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. MANGER CHANNEL LIVE LOAD , PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATEAMS12011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 6 30 psf WIND a DURALUM PRODUCTS, INC. 8289 ALPINE AVE.. SACRAMENTO, CA 85828 REVISED BY: RANCHO CUCAMONGA CA (951 7414107 ) ATTACHMENTS o. 100 90, 100 8 110 MPH (818)452.7021 FAX 4011519 seles®duratum.can SHEET 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" 20" 21" SQ. 12" ALUM.TBRACKET USE WITH 25" SO. 16" 24" 28" SQ. 20' "T" BRACKET 32" SQ. I POST TYPE B,C,D.,OR E. 28" STEEL POST ONLY: 25" 30" 39" SQ. @ 3 -SQ. POST W/ 32" STEEL"PBRACKET USE WITH POST TYPE B.C,D.E.F•G.H,J OR K 30" USE POST TYPE(3 F, G, H, J OR K 518.0 BOLTS FOR POST TYPE J _� 32" 36" (2)-#12 SMS EA. 3"SQ. POST SIDE OF POST OR 3" SO. POST ALUM.TBRACKET: I USE (2 )-3/8-0 HILTI I I 37" 40" T 1 4 5' 39" 1/4" M.B. THROUGH POST 64" SQ. KWIK BOLTS OR EQUAL STEEL'rBRACKET: USE (2)`116.0 HILT KWIK i 1/2 DEPTH OF i FOOTING OR 69" SQ. 2 1/2'0 BOLTS ( } FOR ALL OTHER 4 16"INSERT x (2}1/4"0 POWERS WEDGE- SEE NOTES BELOW BOLTS OR EQUAL 12' MIN. EMBD. i j CONDITIONS 4 5 .188' ASTM A36 BOLTS+, OR EQUAL, EACH 21,' EMBEDMENT DEPTH STEEL BRACKET TO SLAB. FOR KWIK BOLTS) MINIMUM DISTANCE TO + : I �: -' T.O.C. EDGE OF SLAB = 4" OR ' I •;; w BAS P TO CRACK= 10" G " ': • w ASTM A572 STEEL (1 Y4" MIN. EMBEDMENT) ' �... �'!: N DEPTH a n 112'0M B. t,'~ti•� :� V S1. 3118' •-./N! n• , SLAB SHALL BE IN o POURED CONCRETE x9F'ROM END i• •L•LONG,•• •• N ua7 GOOD CONDITION FOOTING SEE NOTE OF POST O Z 3" SO. POST (STL.) _ FOR SIZE OR FLUTED 3 1l2" MIN. SEE FOOTING POURED SQUARE, SEE FTG. OR 4" SO. POST (STL.) SCHEDULE QUARE--JCONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE SQUARE POST EMBED. PL.S/8"THK. ` EXISTING SLAB7 3' SQ. POSTS TO CONC. FOOTING O INTO FOOTING 9 1 t2 6• 1 v2" ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SO. 16" 24" 28" SQ. 20' 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34- 38" 55" SQ. 37" 40" 60" SQ. 39" 42" 64" SQ. 41" 44" 69" SQ. 43" • CUBE FOOTING Wl4' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' 6 24' CUBE W-100 3 1/4' 25' - 30" CUBE (4)-1/.-0 3 1/4' 31' - 34" CUBE (4)-5/8.0 4- 35" - 39' CUBE (4)-314'0 4 314" 40"- 42" CUBE (4)-3/4.0 4 314" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N. WELDED STEEL BASE PLATE NOTES: LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: BASE PLATE SCHEDULE 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM PLATE SIZE MAYBE USED WITH POST TYPE. SEE SHT. 9 9" SO. x 5/g" I B. C. D. F. G. 8 H FREESTANDING BASE PLATE ANCHOR .G BEAM, 4'OR 7" I-BEAMS. 2. POST TYPE E BASE PLATE ANCHOR BOLTS (SIZE d TYPE) INSTALL WASHER PLATE. 2'XWX5)VAT 6269 ALPINE AVE.. SACRAMENTO. CA 95026 FAX 403.1519 SaleSQe duralummm SHEET 10 OF 33 AMI -717 BRACKET. (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 3. POST TYPE F DO NOT USE STEEL T BRACKET W/7' 1 -BEAM. 9'x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) DRAWN BY: E.N. TOM CAMPBELL ASSOCIATES, INC. COLUMN LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERf101 B5 DATE:428/1011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEER I SURFACE MOUNT 10.20 8 30 PSI DURALUM PRODUCTS, INC. 1(916)452-7021 REVISED BY: RANCHO CUCAMONGA CA (951) 741-2107 AND EMBEDMENT HORIZ- WIND 90. 100 6 110 MPH 6269 ALPINE AVE.. SACRAMENTO. CA 95026 FAX 403.1519 SaleSQe duralummm SHEET 10 OF 33 u u '�2.�5' 7" 2.08" rt .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H004-11 36 A 6.5" ROLLFORMED r- 3--1 SPLICE r7 I WHERE OCCURS 4" 070" TYP.—IL ALUM. ALLOY 8083 -TB O F 4" I -BEAM 1L I J-m ­ LIVE LOAD = . _T —; 042" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 8" DUPRODUCTS, INC. ALUM. ALLOY 3004-H36 RANCHO CUCAMONGA CA (951) 741-2107 OR EQUAL O 3 x 8 BEAM W/ STL. INSERT HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP SPLICE WHERE OCCURS .065' TYP. 1— 2.7- — ALUM.ALLOY O 6063-T6 B 4.5" GUTTER WHERE OCCURS 4" ALUM. ALLOY 8083.76 O 7" I -BEAM G f MAX. 3' r e. .042" I 11-T ALUM. ALLOY 30044138 OR EQUAL DBL. 3 x 8 BEAM O GUTTER SPLICE WHERE OCCURS .085• TYP. SPLICE WHERE OCCURS ALUM,ALLOYO I ALUM. ALLOY 8083-T6 6063-T6 MAG. GUTTER C .024" f-.032" 042" ALUM. ALLOY 3004-H36 OR EQUAL J 2 x 6 RAFTER MAX. 3' za .042" ALUM. ALLOY 3004-H38 OR EQUAL DBL. 3 x 8 BEAM. ON W/ DBL. 3 x 8 STL. INSERT MAG BEAM O �- MAX.� 2" j� 1-6.5• .032" ALUM. ALLOY 3004-H36 OR EOUAL J 3.00" SQ. 14"R TYP. 8" .28" ASTM A653 GRADE 40 3" SQ. STEEL BEAME y1 3.0" —� .042" 8.0" 1\. ALUM. ALLOY 3004-H36 OR EQUAL DBL. 2 x 6.5 BEAM I 3 x 8 BEAM I I� 625" T"14 GA 7.8 5" ASTM A653 GRADE 50 II �1 2.875• F- T 3x8BEAM @STEELINSERT CI .375" T " 0.125• 6.656" ALUM. ALLOY 606376 I � .375° 7" 1 -BEAM "C" OP SPLICE / INSERT DRAWN 261 E.N. DATE: 4282011 TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20 a 3o at P DUPRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA CA (951) 741-2107 HORIZ. WIND " 8259 ALPINE AVE., SACRAMENTO, CA 95826 90, 1008110 0PH (918)452-7021 FAX 403-1519 s"I"s@dwahumoom SHEET 11 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 1 I I I I N10 S.M.S. II #12 S.M.S. (e ror. TYP. THICKNESS =.035' (24 TOT TYp THICKN IfISS = .035" 6.38' II II + + + I It ++ + + + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHI OCCUF ALUM. ALLOY F�--16"�'71 « 1— 6063-78 4" I -BEAM 3'-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH occur ALUM. ALLOY 6063-T6 7" I -BEAM C MOMENT C -SPLICE NO (2)#10 S.M.S.@ EA. VALLEY.TYP. ( ' I _ I_ I e 1- 1. 5" o 4.5" O 0 O O 1 DATE: 4128/2011 BEAM 10, 20 d 30 psl � rn 16" 1" SCALE: NONE MOMENT C -SPLICE NO (2)#10 S.M.S.@ EA. VALLEY.TYP. PANEL 4'x3" ALUM. 'I" SM. OR 7'x4" ALUM. "I" BM. #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ B"O.C. MAX. STAGGER IN BEAM 1/4'0 M.B. BEAM BRACKET 2- 3/8"0 M.B. THRU STL. 'T' BRACKET TO POST. POST, SEE SCHEDULE -- ALTERNATE BEAM TO POST CONN. ( ' I _ I_ I e 1- 1 DATE: 4128/2011 BEAM 10, 20 d 30 psl � rn IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (6061-T8) ALTERNATE I SQ. POST,CONNECT WEB STL. C -BEAM (918)452.7021 FAX403.1519 salas@Jdu'tum.aom TO POST W/(2)-7/2"0 THRU-BOLTS SQ. POST BEAM TO POST CONN. PANEL 4'x3" ALUM. 'I" SM. OR 7'x4" ALUM. "I" BM. #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ B"O.C. MAX. STAGGER IN BEAM 1/4'0 M.B. BEAM BRACKET 2- 3/8"0 M.B. THRU STL. 'T' BRACKET TO POST. POST, SEE SCHEDULE -- ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N.E. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: 1 DATE: 4128/2011 BEAM 10, 20 d 30 psl DURALUM PRODUCTS, INC. I IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS HORIZ WIND• 8269 ALPINE AVE., SACRAMENTO, CA 95926 REVISED BY: RANCHO CUCAMONGA. CA -(951)741-2107 90, 10061/0 MPH (918)452.7021 FAX403.1519 salas@Jdu'tum.aom SHEET 12 OF 33 2-014 x 1/Y S.M.S. EACH SIDE OF 3' SO. POST (4 -TOTAL ALTERNATE: 1/4'0 SO W/ WASHER EA. SIDE OF 3' SO. POST + 1.10` 2.351 3' SO. POST 2.014 x 112' S.M.S. EACH SIDE OF 3' SO. POST (4-TOTAL2 ALTERNATE: 1/4`0 DOLT W/ WASHER EA SIDE OF 3" SO. POST BEAM TO POST CONNECTION DETAILS ' x 8" x .042" BEAM, ' SQ. STEEL OR AG BEAM. (4)#14 SDS @ EA. SIDE TOP & BOTT. TOT =16 X 3" ALUM. OR TEEL POST 3.00- 3' SO. POST V\ � OR .240' GUTTER FASCIA MAG BEAM 3' SO. POST 3"SQ. STL, BEAM 13 H - BRACKET TO POST ALUM. ALLOY 3105-H25 1.50. 1.50" .28" -L 2" 2„ #8 x 2'SMS, 21/2' pJ2 1 1/2" SQ. OR 2" LATTICE TUBE ALUM ALLOY 3105-H25 1 1/2" SQ., 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN. TO 6°O.C. MAX. RAFTER .28" � 3.1 211 .018, Lf O 17 2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING = 3/4" #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR — EXTRUDED GUTTER #14 S.M.S. @1YO.C.— FASCIA 6 1/2"x2"x.024 — RAFTER No. 1 STENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE nZ— OPTIONAL LATTICE TUBES 0 0 (i GROUP FASTENER 6 1/2" 00 ALUM. BRACKET X Y 1' "L" SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) - #14 x 3/4"TEK SCREWS BRACKET TO RAFTER /I Y2" MIN. L-(4) -#14 x 3/4" TEK SCREWS OR (6)#10X 3/4" TEK SCREWS BRACKET TO BEAM 1$ "U" BRACKET - RAFTER TO BEAM DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD" PATIO OVER SYSTEM ASM G. BY: IAPMO ERN 0195 DATE: 4128/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST ATTACHMENT 10, 20 8 30 pat HORIZ. WIND o DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 8 110 MPH (s18)a52-7oz1 FAX 403-1519 eelea®auretumoom SHEET 13 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION /BEAM SPLICE TO 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTEF BOLT CONNECTIO PLAN 2 T^-1 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) r 4.5.0 8' 3"x 3"STL.POST 1[24.)0 ALTERNATE: INSERT ATTACHED OR (2}2x6.5' OR 3"x 3"STL.POST COLUMN (2)-3'x8"HEAD FOR FREESTANDING (2}1/2 -BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE r—LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER - ALTERNATE: 1/2" BOLT ALTERNATE: (2)- #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 24.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"4.024" (1) -1/2" BOLT OR CONNECTOR (2)• #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS I @ 2 -POST UNITS CLRG1A/ Ie IKIQInC 0 37048 N1 3.5- F11 OR 0 6-#14 SMS EACH SIDE #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. I 5" #14 SMS MAY SHEATHING BE USE AS 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5" 2'x6" NOMINAL LEDGER B" BEAM 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHEE SQ. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION 21 POST SCHEDULE 3" SQ. x.032" + (2)-2" x 6 1/2" x,024"- 3" SQ. x.032" + (2)"2" x 6 1/2" x.032" W/ (6)-#14 S.M.S. EACH SIDE. 2W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXISTING DRAWN BY: E.N. SHEATHING 2"x6 Y2'x0.024" LIVE LOAD - ALUMINUM MEMBER WITH WOOD FILL OR DATE: 4Q820/1 SCALE: NONE 2'x6" NOMINAL LEDGER LATTICE (NEW OR EXISTING) y REVISED BY: w � CONNECTIONS SIMPSON SDS25600 G�'('J� EXISTING �f�:ii `-1' STUCCO OR EQUAL 2.5' PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 DBL. 3"X8"X.042 BEAM OR DBL. 2"X6.5"X.032" BEAM 5/8"0 ACCESS HOLES INSTALL 6 - #14 X 3/" 3' SCI. POST LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD - PATO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 4Q820/1 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 6 30 ps1 DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 CONNECTIONS HORIZ WIND . 90,100 a 110 MPHSHEET 8269 ALPINE AVE., SACRAMENTO, CA 95826 14 OF 33 (918)452-7021 FAX 403.1519 eales@dumlum.com 5 10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * 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. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE 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 & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM uvE LOAD = > OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT > COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.20 a 30 oaf I 7 p MAX.COL. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED MAX.POST - MAXPOST o m — $ SPACING SPACING SPACING FTG. SPACING SPACING FTG• MIN. MIN. SPACING MIN. SPACING MIN. MIN. FTG. FOR DBL. FOR 3" x 8' FTG• �C'' �C'' �C'' �C'' �C'' m 3 FTG. MIN l- ON SLAB* (SPAN) (IN.) POST (SPAN) (IN.) (IN.) POST (IN.) 2'x8.5'x.032" BEAM (IN.) POST (SPAN) POST (SPAN) POST POST (IN.) (IN.) (IN.) (IN.) (IN.) F TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-0" 30 G 15 19'-7" 34 G 17 13'-4" 13'-10" 31 G 16 25'-5" 37 G 19 36'- " 40 G 2124 B 4' 11'-6" 16 18'-6" 19 11'-0" 13'-1" 17 24'-0" 21 5' 13'-7" 11'-2" 30 G 15 17'-6" 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G 22 B , 5 10'-s" 17 16'-6" 20 9'-10" 11'-8" 18 21'-6" 22 30'-5" 25 E 6' 11'-4" 10'-6" 29 G 16 16'-0" 33 19 10'-10" 11'-4" 30 G 35 G 20 29'-4" twr-23 38 G 23 B 6, 10"18 15'-1"G 21 9'-0" 10'-8" 19'-7" 27'-9"26 E7' 9'-8" 9'119,,. 29 G 1719 14'-104,_0" 32 G 1921 10,_1„8,4„ 10'-6"s G g1720'-9" 19'38.2" 34 G 2123 27'-25'8" 38 G2326 B 11^29 E7.8' 8'-6" 9'_6..28 17 13'-1 31 G 20 9'-5" 9'-9" 29 C' 18'-0" 34 C' 21 25'-5" 37 C' 24 B 8 r9'2°G 1s 13'-1" 22 r -s° s'-3" n'-0" 24 24'-0" 27 E 9' T-7" 9'-2" 28 G 17 13'-1" 31 G 20 8'•10" 9'-3" 28 G 18 17'-0" 33 G 22 24'_0„ 36 G 24 E 9' 8'-10" 20 12'-4" 22 7'-4" 8'-9" 20 16'-0" 24 22'-8" 27 F 10' 6'-9" 8'-10" 29 G 18 12'-5" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" 33 G 22 22'-9" 36 G 25 E 10' 8 -s" 20 11'-8" 23 7'-0" 8'-3" 20 15'-2" 25 21'-6" 28 F 11' 6'-2" 8-7- 30 H 1820 11'-10 30 H 2123 8r_0„ 8-4"7'-11" 30 H 1821 154,_6" 32 H 2325 21 35 H E ? 11' 1— 1;,_2" s-8" 20'-6" 28 F 12' 5'-8" 8-3- -7,-9,. 30 H 1 11,10'-8^ 30 H 2123 T-8" 8.0 30 H 1 14,13'_10" 32 H 2326 20''98,_7„ 35 H 2629 E 12' 21 6 X11 7'-7° 21 F 13' 5'-2" 7'-11 ° 31 H 1 s 10'-10" 31 H 21 r-5" r-8" 31 H 19 14'-r' 32 H 23 19'-11" 35 H 26 E , 13 7'-s" 21 10'-3" 24 6'-1" 7'-3" 21 13'-4" 26 18'-10" 2s F 14' 4'-10" 7-7 32 H 1 10-69'-11" . 32 H 2124 7 0 7-5 32 H 1 1312'-10.. 32 H 2326 1 18'-2" 34 H 2 2s E 14' 7._2„ 21 5'-11" 7'_0" 21 F 15' 4'-s" 7 46'-11" 32 H 1 22 10'-1 "9 32 H 2 24 6.6 7 -2 32 H 1199-22-[-13---21-2' 32 H 2 18&'-7".r1_6" 341. H -,2-7_— E -6~ 5'-8" 6.9^ '-5.. 27 30 F 15' * 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. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE 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 & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE POST SPACING TABLE uvE LOAD = PATIO COVER SYSTEM AS MFG. 8Y: IAPMO ERN 0185 DATE: anenol / SCALE: NONE - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.20 a 30 oaf I DURALUM PRODUCTS, INC. 1(916)452-7021 REVISED BY: RANCHO CUCAMONGA. CA (951 741-2107 ) AND ATTACHED 10A1LI 100MPH HORIL WIND " - 90.1008110MPH 8289 ALPINE AVE.. SACRAMENTO. CA 95828 FAX403-1519 seleaMdurelumcom SHEET 27 OF 33 ' 10# L.L. 110 MPH FRPRRTAW) R ATTnr-u1=n nDmnl i A-rTi�C! nATlr1[% a �r - EXP. B & C a.vwmry JrAl..11vh VN tA151 INti SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE —a FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING } o: 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' DRAWN 261 E.N. DATE:4r2612011 TOM CAMPBELL & ASSOCIATES, INC. LATTICE SPACING TABLE POFREESTANDING LIVE LOAD m -- — .. --- "--- -111 1 4vL— I IG VR LCJJ ' DURALLIM PRODUCTS. INC. 1(918)452-7021 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM RANCHO CUCAMONGq CA (BSI) 741-2t07 DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINS RT DBL. 3"x8" BEAM OR 3"x8"BEAM 90. 1003 110 MPH FAX 4011519 seles(5lduraNm.tom SHEET 28 OF 33 EACH w/ A 3"x8" STL. INSERT FREESTAND FREESTAND Z o MAX.COL. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST ATT. •ATT. m � Ir SPACING SPACING SPACING FTG. SPACING SPACING MAX.POST FREESTAND ATTACHED MAX.POST FTG. (IN.) MIN POST FTG. PAST FTG. MIN. FTG • MIN. ON SLAB* (SPAN) (SPAN) FTG. FOR DBL FOR 3" x 8- FrG. (SPAIN G FTG SPACING FTG MIN. FTG MIN. TYPE (IN') (IN.) TYPE (IN.) 2'x6.5"x.032' BEAM (IN.) POST TYPE (IN.) (IN.) (IN•) (SPAN) ((N,) POST (IN') 4 17'-0' 11'-9" 31 G 16 19'-1" 36 H 18 12'-1" 13'-6" 33 H 16 24'-10" TPOST YPE TYPE TYPE 20 35'-1" 23 11'-3" 18 17'-10" 21 9'-10" 12'-7" 18 23'-2" 38 H H B 23 32'-9" 42 25 5' 13'-7•, 10'-10'-5" 31 G 1618 17'- � 35 H 1 22 10'-18'-10" 12'-1 32 H 1719 22''20,-5„ 2124 31' 2426 B 5-11" 11,-3" 37 H 29'-3" 41 H E 6' 11'-4" 10 9'-10" 30 (j 1719 15'-714'-6" 34 H 2 22 9'-10°8-1 11'-0"10'-3" 31 H 1 20 2018'-11" 2 28 2427 B 37 H 24 26'-9" 40 H E 7' 9'-8" 9-g 9'-4" 30 G 18 14'-5" 33 H 20 9'-2" 10'-2" 30 I_,I 18 18'-9" 22 26'-6" 25 B 20 13'-5" 23 7'-5" 9'-6" 20 17'-6" 36 H 25 24'-9" 39 H 28 E 8' 8'-6" 9 30 G 1 20 13'-612,-7" 33 H 2123 8'-7" 9'-6" 30 �—{ 1 21 35 H 23 24'10"25 B 7 p 8 -11„ 5 38 H 9 E 9' 7'-7„ 9'-0'8 30 G 19 12'-91'-10" 32 H 2124 8'-1" 9'"0" 30 H 1 21 g6" 35 226 23 2629 E -7" 6 7 g-5" �..� 21'-10" 38 H F 10' 6'-9" 8'_2„ 31 (j 1 21 12'-1 1,-3„ 32 �-� 2124 7._8"'-3"8'-6" 31 H 1 22 34 H 2426 22'- 2630 E 8,-0" .8 20,-8" 37 H F 11' 6'-2" 8'-4" 31 H 19 11'—s" 31 H 22 7'-3" 8'-2" 31 H 1g 14' 11" 24 21'-2" 27 E 7'-10" 22 10'-9" 24 5'-11" 7'-7" 22 13'-11" 34 H 27 19'-9" 37 H 30 F 12' S'-8" 8'-0" 7,_6" 32 H 20 11'-0" 22 32 I„ I 22 7'-O" 7'-9" 32 H 20 14'-4" 33 H 24 20'-3" 27 E 10'-3" 25 5'-8" 7'-3" 22 13'-4" 27 11" 37 H 31 F 13' 5'-2" 7'-8" 33 H 20 10'-7" 23 9'-10" 33 22 6'-8" 7'-6" 33 20 13'-9" 33 25 19'-5" 28 E 25 5'-6" 7'-0" 22 12'-10" `� 28 18'-2" 36 J 31 F 14' 4'-10" 7.56' 33 H 2 23 10'-2"9,-6" 33 J :23 6,_5" 7 -3" 33 J 2023 13'-; 2,�,. 33 2 18'-9"7,_6" 28 E 5 6'-9" .J 28 36 J 1 F 15' 4'-6" 7 2"6'-5" 34 H 2123 9'-10"9,-2,. 34 2 26 s-3" 7'-0" 34 2023 12 _ 25 18'-1" 28 E 5'_1" s—s^ 110-11. 34 28 16'-11" 35 32 F a.vwmry JrAl..11vh VN tA151 INti SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE —a FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING } o: 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' DRAWN 261 E.N. DATE:4r2612011 TOM CAMPBELL & ASSOCIATES, INC. LATTICE SPACING TABLE POFREESTANDING LIVE LOAD m PATIO COVER SYSTEM AS MFG. B IAPMO ERp 0195 SCALE: NONE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 d 30 pst DURALLIM PRODUCTS. INC. 1(918)452-7021 REVISED BY: RANCHO CUCAMONGq CA (BSI) 741-2t07 AND ATTACHED HORR. WIND • 8289 ALPINE AVE- SACRAMENTO. CA 85828 10 A LL. 110 MPH 90. 1003 110 MPH FAX 4011519 seles(5lduraNm.tom SHEET 28 OF 33