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12-0003 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: '7-12-.00000003 Property Address: 81278 GOLDEN BARREL WY APN: 764-270-999-101 -300233- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 4070 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: RICHARD STENTON 81278 GOLDEN BARREL WAY LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/04/12 Contractor: 1� l� Applicant: Architect or Engineer: VALLE3 897YPATIOS CHESTERFIELD STR J` ' X14 �O1c� BERMUDA DUNES, CA 9220 (760) 534-4634 C�AFLAQUINTA Lic. No.: 937811 FIf�A�tC� )EPr - ----------------------------------------- ------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. Licen a Class: C51 C8 Li se No.: 93781 Date: Contractor: OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 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).: (_ 1 1, 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. - 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason 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 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SOUTHERN INS CO Policy Number WSIO047500-01. _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section s 3700 of th Labor Code, I all forthwit o with those provisions. ate: pplicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued.as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, 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 represents ' es off t%h'� county to enter u on the above-mentioned property for inspection urposes. aD te: Signature (Applicant or Agent): Application Number . . . . 12-00000003 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue Date . . . . Valuation . . . . 4070 Expiration Date 7/02/12 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ---------------------------------------------------------------------------- Special Notes and Comments INSTALL 306 "S.F. ALUMAWOOD LATTICE PATIO COVER. 2010 CODES. -----------------_---------------- Other Fees .. -------------------------------- . . . . . BLDG STDS ADMIN (SB1473) ---------- 1.00 . STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total .72.00 .00..' .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total 1.50 .00 .00 1.50 Grand Total 120.30 .00 .00 120.30 LQPERMIT ,a I & (c, �, JCLe e\ & ((.e- I (A/7 a CP4 � a ® WNW IIs � _ :�, p �► — — �; - � ;; ;i DEN 0 jh O� 2 -CA GARAGE i ... 9 ................... j 7DATE LAUIN < U DE f E® 'TION i E � •.� s ... ��.. �� .. �.� . � � ...r � . �� . � ��. ter... �� � - J���'� Bin # C*ty O� La Qui lQ r% Building & Safety Division P.O. Box., 1504, 78-495 Calle Tampico La Quints, CPQ 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit is Project Address: l = 2-7 O l&A r Owner's Name: A. P. Number: Address: $ Z7 O cX J► (� ��� Legal Description: s City, ST, Zip: ' W j 1 evk ( 9 7-1 J Contractor. S T.efephone: :y fi ' ;.: a<� : M. Address: �j �(� j{/�tz 5'�/ (�Ok— Projcd Description: yn S t (( vm-o, " _. City, ST, Zip: © � or Zzo a4 -i Dove ( � r i Telephone: % q ` A t .: h./a a :icy ✓ State Lic. # : .� City Lic. #; Arch., Engr., Designer: ' Address: . i City, ST, Zip: Telephone: on Type: Occupancy: y:Constructi State Lic. #: Project circle one): New Add'n Alter Repair Demo Name of Contact Person: Sr l Sq. FL: 6# Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: ?j 000 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Ree'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for eorreetions Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Tide 24 Cates. Planspicked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review, ready for correctiionsfissue Electrical Subeoutactor List Called Contact Person Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for correctionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees RAFTER SEE TABLE FOR SIZE AND SPACING MAX PROD. SEE SCHEDULE LENGTH OF STRUCTURE VARIES * SEE SHT.16 FOR MINIMUM NUMBER OF REOUIRED COLUMNS WHEN USING 2'X 6 1/2' SIDE PLATES. OPEN LATTICE TYPES MAIL PROL / S MAZS OPEN Y OT BE COVERED. LATTICE -TYPE STRUCTURE . SEE SCHEDULE RAFT FOR SIZEABLE / AND SPACJND POST WITH SIDE PLATES SEE DETAIL \ J t/Y SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE CHANGEABLE WITH ANY OTHER SFS T Yl SEE 9CTED. COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER NOTE THIS OPEN LATTICE -TYPE STRUCTURE SCALE NTS MAVAOjBE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE— RAFTER, 9EE TABLE FOR SIZE AND SPACING . LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE MAY. COVERED. LENGTH OF STRUCTURE VARIES POST WRH SIDE PLATES 7t 3FF Tap qCi, SEE DETAIL EACH COMPONENT IS INTER- �F J trs' SLAB ATTACHMENT s LE WITH ANY OTHER MAY BE USED WHERE TPER ITTED. UNLESS OTHERWISE SHOWN. tB� SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE �. PE "F" ATTACHED MULTISPAN TTICE STRUCTURE ac NOTE THIS OPEN LATTtCE-TYPE STRUCTURE MAVN�OTT BE COVERED. SEM SCHEDULE A LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- I TO CONSTRAIN �q�gCiN F T CHANGEABLE WITH ANY OTHER SEPT ° FOOTING, SEE SCHEDULE 9E USED COMPONTENT UNLESS OTHERWISE SHOWN. tetF COMMERCIAL AND RESIOENTULL STRUCTURAL ENGINEERING NOTE: EACH COMPONENT IS INTER -TO MAY CONSTRAIN DURALUM PRODUCTS, INC. 8 T p CHANGEABLE WITH ANY OTHER Ff T1B(� FOOTING, SEE SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. 8299 ALPINE AVE., SACRAMENTO, CA 95828 (818) 452-7021 FAX 4011519—'--tMduMkmc*m SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIREDSEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY' E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LQAD. PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN Ot95 GATE: 4128@01 t SCALE: NONE COMMERCIAL AND RESIOENTULL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 pal DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA CA (951) 741.2107 STRUCTURES HORIZ WIND • 90.100&110 1 IM 8299 ALPINE AVE., SACRAMENTO, CA 95828 (818) 452-7021 FAX 4011519—'--tMduMkmc*m SHEET 3 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 25" 67" T=SEE TABLE BELOW .35" , qp. 17T 0 -�j:40" �i 2.46" I I 170" 4�" 1.48 4.50" .404.50" a ^n- •35" ALUM. ALLOY 3004-1-136 OR EQUAL 24" TRVV- 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$. 91-0. 91_7. 91.8. .020 20 .024 111-6" 11'-6" 11 t8" 11'-3" 11'-6' 101-Y 12'-10" .032 13'4" 13'-4" 13'-4' 13'-0" 13'-4" 15'-5" 15'5" .018 8'-5" 8,-5. V-5" 81-5. 81.5" 81-0. 30 .024 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-4" F. 032 11'-7" 11'-7" 11'-7' 11'-7' 11'-7" 11'-7" NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. MLV IYI. M{.LV , JY W!-fIJO V R CV V MI 12"x 3 1/2"W PANEL (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL"T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.S EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 1 I � 1 020 14'-3" td' -3" 14'-3" 14'-2" id' -3" 12'-10" .024 15'-7° 15'-7' 15'-7" 15'-T 15'-7' 14'-1' .032 18'$" 18'-8" 18'-8" 18'-8" 18'-8" 1T-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" 1515" 15'5' 15'3' .040 1T-3' 17'-3" 1T5" 1T-3' 1T-3" 1T-3" 30 020 10'-0" 1014" 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'-8' 040 15'-1" 15_1• 15_1, 151_1" 15_1• 15'-1° DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOgp - PA IC COVER SYSTEMAS FG. BY: DATE:4126a011 10.20630psf DURALUMPRODUCTS.INC. IAPMO ERN 0193 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO PANEL SPANS HORIZ. WIND - 8289 ALPINE AVE.. SACRAMENTO. CA 958: to 1(916)452-7021 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 70,90 8 110 MPH FAX 403.1519 ssles@0urslum.corn SHEET 4 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH 2" 8.5' 3' —8.S' I~ �MAX Y � • w fq �l tk[ . r is in 1`1 .032" 042'ALUM. ALLOY •3004443 NO. 31 r �j 04r OR EQUAL Yx l ALUM. ALLOY 3004-H36 } 7k SEE NOTE BELOW 1 OR EQUAL I i DBL. 2 x 6 1/2" RAFTER L .= 'l a v 90 MPH 100 MPH 110 MPH (PSF) IN. °�� EXP, FBEXP.0 EXP. 8 EXP.0 EXP. B E} TRIBUTARY WIDTH z 1r-3- 2 X 8 1/2" RAFTER 17'-3" (PSF) (IN.) 18'-1" 90 MPH 100 MPH 1 0 MPH 85 o EXP. B EXP.0 EXP. B EXP.0 EXP. B I EXP.0 13 14 15 1 .024 16- 12'-2" 12'-2" 12'-2" 11'-10" 11'-10' 11'-5" 24" 9,_11" 9•_11• 8•_11• T-8- 91-8" 9'-3" 10 .032 16" 18'-3' 16'-3" 16'-3" 15--9" 15'-9- 15'-2- 24- 13'-3- 'IT -3- 'IT -3" 12'-10' 12'-10' 12'-5" 10 .042 16- 21'4" 21'-4" 21'-4" 20'-8" 20'-8" 19'-11- 24" 17'-5' 17'-5" 17'-5" 16'-10" 16'-10" 16'-3" 11 .024 16" 9'-4" 9'-4- 9'-4" 9'-4- 9'-4" 9'-2- 24" T-7' T-7' T-7- T-7' T-7" r-6" 20 .032 1 B' 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' 20 .042 16" 16'-4" 16'-4" 16'-4" 16'-4" 16'4" 16'-1' 24" 13'4' 13'-4" 13'-4` 13'4" 13'4" 13'-2' 1 16 .024 10'-9° 10'-9" 10'-9" 10'-9° 10'-9" 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" .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' 11'-0" i DBL. 2 x 6 1/2" RAFTER L .= 'l a v 90 MPH 100 MPH 110 MPH (PSF) IN. °�� EXP, FBEXP.0 EXP. 8 EXP.0 EXP. B E} EXPOSURE B & C 3.0' �•�� 8.0' 042" ALUM. ALLOY 3004-H36 OR EQUAL 7k SEE NOTE BELOW 3 x 8" RAFTER 90 MPH 100 MPH 110 MPH 24'-6' 1 23'-5" 1 24'-0" 1 22'-8" 1 23'-5` 1 21'-10-1 20'-0" 19'-1' 19'-7" 18'-6" 1 19'-1" 17'-10" .042 118" 1 17'-9. 11 r-9. 1 17--9. 117--9- 1T-9- 117'.7" 24` 14'-6- 14'-6' 14'-6" 14'-6° - I- I- I- I- I- .042 1B-1 14--r 114'-T" 1 14'-7- 1 14'-7" 1 14'-7- 24' 1 11'-11" I 11'-11' I 11'-11" 111--11` - I- I- 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. E ROJECTION O.H.SPAN _= h Y TRIBUTARY= I w1DTH 112 SPAN. O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE 1r-3- 17'-3" 17'-3" 16'-8" 16'-8" 18'-1" O.H. .024 11 12 13 14 15 1 14,_1" 14'-1' 14'-1" 13,_7" 13"-7" 13'-2' 0 3 4 4 5 5 10 7 7 8 8 r 23'-0" 23'-0' 23'-0" 22'-3' 22'-3" 21'-6" 7 7 10 .032 10 10 18'-9' 18'-9" 18'-9" 18'-2' 1 B'-2" 17'-W 9 9 10 10 11 11 12 16" 30'-2- 30'-2- 30'-2" 29'-3- 29'-3" 28'-2' 12 12 .oaz 13 24- 24'-7' 24'-7" 24'-7" 23'-10' 23'-10" 23'-0" 13 14 20 15 S _ _ _ - - 13'-2" 13'-2' 13'-2' 13'-2- 13'-2" 13'-0' 1 15 1 16 .024 10'-9° 10'-9" 10'-9" 10'-9° 10'-9" 10'-r N24 17'-7" 17'-7- 17'-7" 17'-7' 17'-7- 17'-4- 20 .032 14'-4" 14'-4' 14'-4" 14'-4" 14'-4" 14'-2° 30 23,-1" 23,_1" 23,_1• 23,_1• 23'-1' 22.9" .042 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" V-10" 8'-10" 8'-10- 8'-10" 8'-10" 8'-10" 16" 14'-6" 14'-6' 14'-6' 14'-8' 14'-6" 14'-6- 30 .032 24" 11'-10" 11'-10' 11"-10' 11'-10' 11'-10' 11'-10" 19'-0"19'-0" 19'-0' 19'-0- 19'-0' 19'-0' F04216° 24" 1 15'-8- 15'-6- 15'-6" 15'-6- 15'-6' 15' -6 - EXPOSURE B & C 3.0' �•�� 8.0' 042" ALUM. ALLOY 3004-H36 OR EQUAL 7k SEE NOTE BELOW 3 x 8" RAFTER 90 MPH 100 MPH 110 MPH 24'-6' 1 23'-5" 1 24'-0" 1 22'-8" 1 23'-5` 1 21'-10-1 20'-0" 19'-1' 19'-7" 18'-6" 1 19'-1" 17'-10" .042 118" 1 17'-9. 11 r-9. 1 17--9. 117--9- 1T-9- 117'.7" 24` 14'-6- 14'-6' 14'-6" 14'-6° - I- I- I- I- I- .042 1B-1 14--r 114'-T" 1 14'-7- 1 14'-7" 1 14'-7- 24' 1 11'-11" I 11'-11' I 11'-11" 111--11` - I- I- 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. E ROJECTION O.H.SPAN _= h Y TRIBUTARY= I w1DTH 112 SPAN. O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) PATIO COVERS TE AS MFG. BY: ]REVISED O.H. 6 7 8 9 10 11 12 13 14 15 1 16 17 1 18 1 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 6 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 S _ _ _ - - 11 11 12 12 13 13 14 14 1 15 1 15 1 16 EXPOSURE B & C 3.0' �•�� 8.0' 042" ALUM. ALLOY 3004-H36 OR EQUAL 7k SEE NOTE BELOW 3 x 8" RAFTER 90 MPH 100 MPH 110 MPH 24'-6' 1 23'-5" 1 24'-0" 1 22'-8" 1 23'-5` 1 21'-10-1 20'-0" 19'-1' 19'-7" 18'-6" 1 19'-1" 17'-10" .042 118" 1 17'-9. 11 r-9. 1 17--9. 117--9- 1T-9- 117'.7" 24` 14'-6- 14'-6' 14'-6" 14'-6° - I- I- I- I- I- .042 1B-1 14--r 114'-T" 1 14'-7- 1 14'-7" 1 14'-7- 24' 1 11'-11" I 11'-11' I 11'-11" 111--11` - I- I- 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. E ROJECTION O.H.SPAN _= h Y TRIBUTARY= I w1DTH 112 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 a PATIO COVERS TE AS MFG. BY: ]REVISED 10.20 A 30 paf DURALUM PRODUCTS, INC. 1(016)452-7021 IAPMO ERp 0105 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER SPANS WIND 8289 ALPINE AVE.. SACRAMENTO. CA 85828 BY: RANCHO CUCAMONGA. CA (951) 741.2107 90, too 8 11.0 MPH o, 100 FAx403.1819 tUaa®dmeWtnmm SHEET 7 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' J-3-1-1-1 MAX. HEIGHT C =10' 3.00"SQ. 7�' .024" �#12o.sms 3.00" SQ.3.00"SQ. lZ.'032" 4O.C.—�1.0m_ A. SIDE 6.5" T O 5" `7CCII1� .14"R -040"ALUM, NP' ,048"STEEL /8" PLASTIC PLUG •28" O OE 3" SQ. ALUM. POST MAG POST 3" SQ" ALUM. POST - WITH SIDE PLATES O3" SQ. STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM, ALLOY 3004-H36 S ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR 6063-T6 --- 2.40"--- %r -3"SQ.xt=.188" -4"SQ.xt=. m SQUARE STEEL POST ASTM A500 GRADE B %7/16"O HOLE 1.375" r FOR 318' MB58" 2 FLANGES 0 `12 1/8° APART 0 '75n ASTM GRADE 36 STEEL 1.125' 2 5. 1 INSTALL 1 " x,1Y2" x Ys* HOG WASHER PLATE AT ANCHORS 75" 75' BASE FLARES 157" TO 3"WIDE EA. 1,60" Ty P SIDE OF FLANGES 1. INSTALL 1Y{ x 1N"5 Ya" HDG 090" TYP. °�` POSTONLY557 x,\/16"0 HOLE WASHER PLATE AT ANCHORS & 2:3/8" HOLES FOR 110 MPH 1 2- 5/18°0 HOLES &'2 EA SIDE ALUM "T' BRACKET -' STEEL 7"T" BRACKET 5_` "— T ALUM.ALLOY 6063-T6 r-- (4}SDS 25412 3" x 8" ALUM, RAFT. BRACKET ' 3"x 8" ALUM. HEADER "H" BRACKET HEADER BRACKET U DRAWN BY: E.N. LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: COLUMN I DATE: 4fZ8r1011 TOM CAMPBELL & ASSOCIATES, INC. 10, 20 6 30 pal DURALUM PRODUCTS, INC. IAPMO ERM 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST TYPES HORIZ WIND" 8299 ALPINE AVE., SACRAMENTO, CA 95929 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 8 110 MPH 1(915)452-7021 FAX 403.1519 sales®dureMn.com SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 1.50 fO o WALL FASTENERS SEE TABLE 1.75" O ROLLFORMED HANGER 281' ALUM.ALLOY 6083-T6 .OB O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE A34 FRAMING ANGLE R.F. OR EXT. HANGER I SEE TABLE CHANNEL, 2X OR 3X RAFTER BRACKET. -� ALUM. PANEL 2X OR—' 3x ALUM. RAFTER JI_1 FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. _ EXISTING EAV SEE TABLE BELOW OVERHANG (24" MAX.) EXISTING EAVE CONNECTION z WALL FASTENERS SEE TABLE 014 SMS Q PANEL LOCKS OR 08 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA CONTACT - DESIGN 16" O.C. CELL AT FASTENER) OR CONC. N WALL FASTENERS -{ CONTINUOUS A- RAIL OCCURS) ROOF PANEL d (WHERE 3 ALUM.ALLOY 014 SMS ® EA CONTACT y 6063-T6 WALL CONNECTION O ALUM.ALLOY 60 I.R. HANGER OC o" HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) T=.080" w DESIGN 16" O.C. CELL AT FASTENER) OR CONC. N WALL FASTENERS 90 SEE TABLE 100 A B B C D D E E F O s � DESCRIPTION OF LAG SCREW SEE NOTE BELOW Of APPROVED 3* OR 4' nAj INSUL ROOF PANEL C 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 LL=ft 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 18'-8" DESCRIPTION OF LAG SCREW SEE NOTE BELOW Of A-SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX. O.C. B-SDS25412 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. QWa D=3/8"0 x 4" LAG SCREW AT EACH STUD LLIn� 'E=318"0 It 1 118" AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'-11' 'F=3/8"O x 1 1/8" AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 14'-8" '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" FULL OR 2" x 6"24' NOTCHED 16" O.C. NOTE: USE LEDGER WHERE RAFTER SPACING 18'-8" 18'-8" 14'-2" 2'-0° 14'-0" 12'-8" 9'-7" O.C. 1'-6" 12'-5" 11'-8" W-10" 2'-0" 9'-4" 7'-4" 5'-7' 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0- 19'-11' 19'4" 14'-8" 2"x8" FULL OR 2"x10' NOTCHED 2' -0° - 31711.731'-11° 25'-0" 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 & 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 SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 10i/ L.L.=(2jg14 SMS EA SIDE 20►N301iL.L.-(2)#14 SMS EA. SIDE U -BRACKET . 1 1/4' X3/4" OR 1 1/2" DRAWN BY: E.N. t2"x6l/2'OR (3)-0 4x3 1 R W.S. 5" MIN. 3' x 8' ALUM. RAFTER (2- MIN. PENETRATION INTO 13/4' OR 1 1/2' PATIO COVER EXISTING WOOD STUD FRAMING SMS T&B AT 12" O.C. No. 3/16" B• 0 STEEL p 1/4'0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE T- TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE 1 L I 2"9 OR 2a8 LEDGER DRAWN BY: E.N. 2 EACH 1/4"0 x 3-1/2' LAG SCREWS L.L.-10 psf. . 2 EACH 7/16'0 x 3-1/2' LAG SCREWS L.L.=20 AND 30 psf (3)-0 4x3 1 R W.S. 3}0/4' (2- MIN. PENETRATION INTO PATIO COVER EXISTING WOOD STUD) COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET NOTE: USE LEDGER WHERE RAFTER SPACING DURALUM PRODUCTS, INC. 288 ALPINE AVE., SACRAMENTO, CA 95828 [916),152-7021 EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE aFOR ATTACHMENT NOTE: PLACE "SIKA FLEX' OR SIMILAR 4 MATERIAL BETWEEN BRACKET AND MAY BE MOUNTED COMP. 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 & ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD = PATIO COVER SYSTEMAS MFG. BY: IAPMO ER0 0195SCALE: DATE:4/28I2011 NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 & 30 psf HORIL WIND DURALUM PRODUCTS, INC. 288 ALPINE AVE., SACRAMENTO, CA 95828 [916),152-7021 REVISED BY: RANCHO CUCAMONOA CA (931) 741-2107 ATTACHMENTS 90, 100 8 110 MPHSHEET FAX 403.1818 aelea(H 0urelumeom 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS CUBE FTG. FOOTING SIZE SINGLE POSTS ALUM.T'BRACKET USE WITH 18" 18" SQ. 12° BOLTS 20" 21" SO. "T" BRACKET I POST TYPE B,C,D.OR E 3 1/4" STEEL POST ONLY: 25 -SQ. -y 16' SO. POST W/ (4)-112"0 STEEL'TBRACKET USE WITH 24" 28" SQ. 20" USE POST TYPE F. G. H. J OR K (3}518'0 BOLTS FOR POST TYPE J 23" (2)-#12 SMS EA. 3"SD. POST SIDE OF POST OR 3" SO. POST POST TYPE B.C,O.EF.G.H:JOR K ALUM.'T'BRACKET: USE (zw8.0 Han ' i 35" SQ. 4 S 35" - 39' CUBE 114• M.B. THROUGH ' POST 43/4' KWIK BOLTS OR EQUAL STEEL --BRACKET: 112 DEPTH OF i i 43"SQ. (2 1/2.0 BOLTS POR ALL OTHER 16"INSERT (4)3/4.0 SEE NOTES BELOW KWIK BOLTS O FOOTING OR12' i 32" CONDITIONS 45, 36" 51" SO. 34" (2)-1/4"0 POWERS WEDGE- 40" 60".SQ. 39" EQUAL MIN. EMBD. I ' CUBE FOOTING W/4• SLAB l NOTES: ASTM A36 BOLTS+, OR EQUAL, EACH 2WEMSEDMENTDEPTH �.; I ;; wr i STEEL I BRACKET TO SLAB. FOR KWIK BOLTS) ��: �iT 0 T.O.C. I MINIMUM DISTANCE TO ' 1 �r� EDGE OF SLAB = 4" OR TO CRACK= 10" Q w 5 ASTM A572 STEEL (1 W MIN. EMBEDMENT) .a w'•' ; h h DE In (1}7/TOM.B. i'' :L� :°•.�: x99FROM rn 3/1B' r i • , f.. SLAB SHALL BE IN GOOD CONDITION v POURED CONCRETE FOOTING SEE NOTE END L ~L• �;•' 3' SD. POST IS ,,.. OF POST t• ;tib Z OR FLUTED 3 112' MIN. FOR SIZE SEE FOOTING POURED SQUARE, SEE FTG. OR 4' SQ POST (STL) SCHEDULE QUARE— CONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE PL.S/B"THK. EXISTING SLAB ! 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O -- INTO FOOTING 1 112*1 1 B• t 1/2' ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SO. 18" DEEP CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12° BOLTS 20" 21" SO. 12" 23"A 24" CUBE (2}112"0 3 1/4" 22" 25 -SQ. -y 16' 25"-30'CUBE (4)-112"0 31/4' 24" 28" SQ. 20" 26" 32" SQ. 23" 31' - 34" CUBE (4}518.0 4- 28" 35" SQ. 25" 35" - 39' CUBE (4),14'0 43/4' 30" 39" SQ. 28" 32" 43"SQ. 30" 40"-42'CUBE (4)3/4.0 43/4" 34" 47" SQ. 32" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR4917 OR EQUAL 36" 51" SO. 34" 38" 55" SO. 3r 40" 60".SQ. 39" 42" 64" SQ. 41" 44" 69" SQ. 43" ' CUBE FOOTING W/4• SLAB l NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED NOTES: 1. DO NOT USE ALUM."r BRACKET WITH 3X8 BEAM WANSERT.•MAG BEAM. 4" OR r I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2"X36"XSWAT STEEL T BRACKET. 3. POST TYPE F DO NOT USE STEEL'T' BRACKET W/7" I -BEAM. WELDED STEEL BASE PLATE Q TOM CAMPBELL & ASSOCIATES, INC. BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9"SQ.x5l8' B•C•D.F,G,aH FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) 9'x9"x 5/8" (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4• EMBEDMENT DEPTH) DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE lOAO n ATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0185 DATE: 4r26001 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 a 3o PTT HORIZ WIND IDURALUMPRODUCTS, INC. 3288 ALPINE AVE, SACRAMENTO. CA 85838 REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 AND EMBEDMENT B0 100 A 110 MPH (818)452.7021 FAX 403.1519 safes pduraNmam SHEET 10 OF 33 HEADER BEAM TYPES &' ATTACHMENT DETAILS GUTTER EXT. CLIP I GUTTER EXT. CLIP 2.00" 1 SPLICE WHERE „9" OCCURS 1i _ 3„ 2.57" 2.19" 2.08' __F Z.i 085• TYP. F— .038" R.F. GUTTER 2.T — FASCIA -ALUM. ALUM. ALLOY ALLOY 3004-1136 O 6063-T6 6.5" ROLLFORMED 1 4.5" GUTTER 4" r 3`1 SPLICE SPLICE ` WHERE7_1 WHERE OCCURS--� 4" OCCURS TMP1 110" TVP ALUM.ALLOY 6083 -TB O F 4" I -BEAM U� ALUM. ALLOY 3004-H38 O OR EQUAL 3 x 8 BEAM W/ STL. INSERT 4.6" ALUM. ALLOY 808378 O 7" I -BEAM G MAX. T {i--- s. 042" i ALUM. ALLOY 3000-438 ■ OR EQUAL T SPLICE WHERE OCCURS o6S" TYP. ALUM. ALLOY 8063 -TB O MAG. GUTTER C rn .024" —� —F—.037' 042" n ALUM. ALLOY 3004-H36 OR EQUAL J 2 x 6 RAFTER MAX. 3" s. .042" ALUM. ALLOY 9004-H38 OR EQUAL O I DBL. 3 x 8 BEAM O DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT SPLICE WHERE OCCURS ALUM. ALLOY 6083-T8 O MAG BEAM —MAX 2" 8.5" 032" ALUM. ALLOY 3004-H36 OR EQUAL J DBL. 2 x 6.5 BEAM � 26 - � 1 T" 14 Gk 7.875' ASTM A653 GRADE 50 I II --i— " LI 2.875" F-62 3x8BEAM O STEELINSERT 3.00" SO. --11.00i- 14"R oaa TYP. 28" ASTM A653 GRADE 40 E 3" SO. STEEL BEAM 3.0" —+• .042" ALUM. ALLOY 3004-H36 OR EQUAL O 3 x 8 BEAM .375" T - 0.125" 6.856" ALUM. ALLOY 60633T6 L II I� .375" 7" I -BEAM "C" OP SPLICE / INSERT DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE:: NONE 1 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SEAM TYPES 10.20 6 30 pst DURALUM PRODUCTS, INC. RANCHO CA HORIL WIND+ 6269 ALPINE AVE., SACRAMENTO, 95828 REVISED BY: CUCAMONGA, (951) 741-2107 90. 1006110 MPH 918 452-7021 FAX403.1519 eelee d"51YB28 om ® SHEET 11 OF 33 I SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT I I I I IS TOT. S. II #12 S.M.S.II TYP. THICKNESS =.035'1 (24 TOT11 1 6.38' TYP. THICKNqpII ++ + t S = .035" II � + t t �1 + + ++ 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 CSPLICE (ONE SIDE OF WEB) MAY BE USED. 1-— 3"-4 --- - - - SPLICE WHERE 4n OCCURS 1 ]k .070' TYP. ALUM. ALLOY 6063-T6 ) 6„ 114- 4" I„4” I -BEAM 3'-0" MOMENT C•SPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH Occur ALUM.ALLOY 6063-T8 7" I -BEAM MOMENT CSPLICE No (2)/10 S.M.S. a@.EA. VALLEY,TYP. a R I_ LIVE LOAD . PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0196 N In BEAM SPLICE DETAILS 10, 20 830 PSI DURALUM PRODUCTS, INC. 1(916)452.702t NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY RANCHO CUCAMONGA, CA (951) 741.2107 AS NEEDED TO CLEAR (6061-T8) ALTERNATE I I SQ. POST,CONNECT WEB STL. C -BEAM TO POST W/(2)-1 2.0 THRU-BOLTS SQ. POST BEAM TO POST CONN. #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS 8'0 C. MAX. STAGG IN BEAM PANEL 4'x3' ALUM. -I- BM. OR (4).114'0 M.B. BEAM 7'x4' ALUM. "P BM. J 1 X—TO BRACKET 2- 3/8'0 M.B. THRU STL. T BRACKET TO POST. POST, SEE SCHEDULE --- —r— ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL 9 ASSOCIATES, INC. LIVE LOAD . PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0196 DATE: 4/2612011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 10, 20 830 PSI DURALUM PRODUCTS, INC. 1(916)452.702t REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 90.1 0 6 110 MPH 6269 ALPINE AVE., SACRAMENTO, CA 93628 FAX 40}1519 salea(8jdurelum.eom SHEET 12 OF 33 1 10# L.L. 90 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B—El FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. DRAWN BY: E.N. ° " 3 SQ. STEEL BEAM DBL. 3 x8 „ " DBL.2"x6.5"x.032" BEAM ° DBL. 3"x8" BEAM x.042 BEAM 3x8' BEAM w/INSERT lryE LOAD • Y IAPMO ERp 0195 OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT r MAX.POST FREESTAND ATT. MAX.POST 7 o MAX.COL. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND � ATTACHED MAX.POST MAX.POST 50 a 9 SPACING SPACING SPACING �G' SPACING SPACING SPACING �C'' FTG. FOR DBI. FOR 3" x B' FTG. POST IN.�G' �G' �C'' S(SPAIN G �G' �G' m ~ �G' 10 0 L.L. 90 MPH r ON SLAB* (SPAN) (IN.) POST (SPAN) (IN.) POST (SPAN) POST (IN.) (IN.) POST POST (IN.) (IN.) 2'x8.5'x.032" BEAM (IN.) (IN.) (IN.) (IN') TYPE TYPE .TYPE TYPE TYPE TYPE 4' 17'-0" 12'-2" 29 G 14 20'-0" 33 G 16 14'-0" 14'-2" 30 G 14 26'-0" 35 G 18 36'-9" 39 G 20 B 4' 11'-9" 16 19'-1" 18 13'-4" 13'-6" 16 24'-10" 20 35'-1^ 23 5' 13'-7" 11 28 (� 14 17'-11" 32 G 17 12'-6" 12'-8" 29 G 15 23'-3" 34 G 18 32'-1 37 G 21 B 5, 0-11 ° 16 17'-1" 19 11'-11" 12'-1 ° 17 22'-2" 21 31'-4" 24 E 6' 11 -4„ 10'-8" ^ 28 G 15 16'-4" 31 G 17 11'-5 11'-7 29 G 15 21' 3" 33 G 19 30' 0" 37 G 21 B 6, 10'-4 17 15'-7" 20 10'-11" i 1'-0" 18 20'-3" 22 28'-8" 24 E 7' 9'-8" 10'-1" 27 G 15 15'-2" 31 G 18 10'-7" 10'-8" 28 G 16 19'-8" 33 G 20 27'-10" 36 G 22 B 7, 9'-9" 18 14'-5" 20 10'-1" 10'-2" 18 18'-9" 22 26'-6" 25 E 8' 8'-6" 9'-8,. 27 G 16 14'-2" 30 G 18 9'-11" 10'-0" 27 G 1-;--18 18'-5" 32 G 20 26'-0" 35 G 22 B 8, 9'-4" 18 13'-6" 21 9'-5" 9'-6" 17'-6" 23 24'-10 25 E 9' 7'-7" 9'-3" 27 G 16 13'-4" " 30 G 19 9'-4" 9'-5" 27 G 17 17'-4" 32 G '-5" 35 C7 23 E 9. 9'-0 ° 19 12'-9 21 8'-11" 9'-0" 19 16'-6" 26 F 10 6'-9' 9'-0" 27 G 17 12'-8" 29 G 19 8'-10" 8'-11" 27 G 17 16'-5" 31 G 34 G 23 E , 10 8'-8" 19 12'-1° 21 8'-5" 8'-6" 19 15'-8" -2" 26 F 11' 6'-2" 8-8 28 (, 17 12'-1" 29 G 19 8'-5" 8'-6" 28 G 17 15'-8'. 31 G'-2" U21 34 G 24 E 11' 8-4 ° 19 11'-6" 22 8'-1" 8'-2" 19 14-11" 27 F 12' 5'-8" 8-5" 29 G 17 11'-7" 29 G. 19 8'-1" 8'-2" 29 G 17 15'-0.. 31 G-3" 33 G 24 E 12' 8'-0 20 11'-0" 22 7'-9" 7'-9° 20 14'-4" 27 F 13' S'-2.. 8-1 29 18 11'-1" 29 H 20 7'-9" 7'-10" 29 H 18 14'-5" 30 H 22 20'-5" 33 H 24 E 13, 7'-8" 20 10'-7" .- .. 22 7 2 7'-6" 20 13'-9" 25 19'-5" 28 F 14' 4'-10" 7'-9" 30 H 18 10'-8" 30 H 20 T'-4° 7'-7" 30 H 18 13'- 1" 30 H 22 19'-8' 33 H 25 E 14' 7._5" 20 10'-2" - 23 6'-8" 7'-3" . 20 13'-3" 25 18'-9" 28 F 15' 4'-6" 7 6"7'-2" 31 H 1821 10 -49'-10° 31 H 2 6'-10" 7 �" 31 H 1820 1312'-10.. 31 H 2 25 19'-0'8,-1 ^ 32 H 2 28 E 15' 23 6,-3" 7'-0" F * 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B—El FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. DRAWN BY: E.N. TQM CAMPBELL 8 ASSOCIATES, INC, LATTICE lryE LOAD • PA 10 COVER SYSTEM AS MFG. B IAPMO ERp 0195 DATE:: 11 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING t0, 20 6 30 pat DURALUM PRODUCTS, INC. NON SCALE: NONE REVISED BY: RANCHO CVCAMONGA CA (961 741.2107 ) AND ATTACHED HORIZ WIND 90,100 8110 MPH 6269 ALPINE AVE.. SACRAMENTO, CA 9SBZ6 (916) 452-7021 FAX 4011519 - SHEET 26 OF 33 10 0 L.L. 90 MPH seles�4uraNmmm 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID. PATIOS / COMMERCIAL 12' OR LESS EXP.B&C 100 MPH 110 MPH WIDTH DBL.2"x6.5"x.032" BEAM DBL. 3"x8"x.042"BM EXB&C 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM 3'-6" SO x 4'-0" SGS x >- 18 DEEP OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT > 4'-7" SO x MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND a SO MAX.COL. ATTACHED FREESTAND AH MAX.POST MAX.POST FREESTAND ATTACHED °D SPACING ON SLAB * SPACING SPACING FOR2 F 8- SPACING (SPAN) SPACING (SPAN) FTG. MIN. SPAC NG MIN. �C'' FTGST m MIN. MIN. FTG. MIN POST MIN. FTG. MIN. z8 5'Dx 032' BEAM (N.)) TPYOS (NG TYPE (IN.) TYPE ( N.) TYPE (IN.) TPOSTYPE TPOST YPE (SPAN) (IN.) (IN.) (IN. PCsMINTYP 4' 6'-2 , g,-4" 8'_5„ 29 J 1 20 B 11'- i"�,�" 32 J 2023 B 15'-6 4,_9" 34 .� 22 C 21'-120.10" 37 J 2528 F 4' 7'-11.. 8,_0., 5 E 5' 4'-10" 7,_7„ 28 J 1 21 B 10'8"- ,_2" 31 J 2124 B 13'-13,-2" 33 J 2 C 19 36 J 2629 F 5' -- 6 -7" 7,_2" 26 E 18'-8" 6' 4'-0.. 6'-1" 6'-11" 28 J 1922 B 9'-9"9._3,. 30 J 2224 B 12'-82.1" 32 J 17' 2427 C 36 J 2630 F 6, 5'_6" 6'-7" E 17'-0" 7' 3'-6•, 5'-3° 6'-5" 28 J 2022 B 9'-0" 30 J 2225 B 11'-9'; 32 J 2427 C 16'-7"15'-9" 35 J 2731 F 7, 4 -9" 5'-11" 8,_7„ _2" E 8' 3'-1.. 4'-7" 5''9 5,_2., 29 J 20 B 8' 5"8,_0.. 29 J 225 B 10'-10,-5" 31 J 2 E 1511,4'_g" 34 J 28 F 8' 4._1,. 3 28 E 1 9' - 4'-1° 5,_2., 30 J 2123 B 7'-11._7„ 30 J 226 B 10' 9•_10" 31 J 25 E -Er: -:j'-3;`-11" 34 J 2832 F 9, 3-8" 4,_8" 2g 10' - 3 -8 4'-7" 31 J 2124 B 7'-6" 31 J 2 26 B . 9'-108,_4" 31 J 2629 E 13'_ � 3 33 J 2932 F 10' 7,_2" F -2" 11' - 3 �" 4'-2 31 J 2124 B 17'-2'_--- 31 J 2427 B 9-48'-11„ 31 J 13'-312,_7" 2629E 33 J 2933 F III 3,_0" 3,_9" 6'-10" F 12' - 3'_1„ 3'-10" 32 22 B 7,-118._7,. 32 J 2 27 B 81-118,-6" 32 J 2 E 12'-82._1" 32 J 3033 F 12' 2-9' 3-6" 24 29 F 13' _ 2'-10" 3._7,. 33 K 2225 B 6'-7" 33 K 2 28 B 8,_7,.8,_2., 33 K 2729 E 12--2-11'-7" 33 K 30 F 13' 2'-6" 3,_2„ 8,-4„ F 4 14' 2 -7 3'-4" 33 �( 22 B 6'-4"_---i 33 K 25 B 8'-3" 33 K 27 E 11'-9" 33 K 30 F 14' _ 2'-4" 3'-0' 25 5'-11" 28 7'-11" 29 F 11'-2" 34 * 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 ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C 10' OR LESS 3'-4" SO x 3'-6" SO x 4'-0" SGS x 18 DEEP 18 DEEP 18 DEEP 20' OR LESS 4'-0" SO x 4'-7" SO x 5'-0" SO x 18 DEEP 18 DEEP 18 DEEP FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 SCALDATEE: NONE SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 30 tORIZ DURALUM PRODUCRAMN REVISED BY: RANCHO CUCAMONGA, CA (951)741.2107 AND ATTACHED 30 0 LL. 110 MPH WIND HORIZ WIND � 90,100 6 110 MPH 8289 ALPINE AVE., SACRAMENTO. CA 85828 T (918) 452-7021 FAX 4011518 anlenQOuraNmcOm SHEET 25 0E 33