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PAT (05-1007)51895 Avenida Martinez 05-1007 BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760).777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 A QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 bion Number rty Address BUILDING PERMIT `05-00001007. Date 51'895 AVENIDA MARTINEZ APN: 773-175-019-7 -000000- Application description . . . PATIO COVER - RESIDENTIAL Property Zoning . . . . . . COVE RESIDENTIAL Application valuation . . . . 2607 3/21/05 Owner Contractor ------------------------ ------------------=--=' JONES MARTHA C OUTBACK PATIO & SUNROOMS, INC. 51-895 AVENIDA MARTINEZ 1450 W 6TH STREET, #118 LA QUINTA CA 92253 CORONA CA 92882 (90 9) 2 72 -4 997 WCC: STATE FUND WC: 1423157-2005 02/01/06 CSLB: 483069 10/31/05 CCC: B -C36 ----------------------------------------------------------------------------- Permit . . . . . . PATIO COVER PERMIT Additional desc Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation 2607 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG,2,001-25,000 9.00 -------------------------------------------- -- --------------f-----------------Special Notes and Comments 141X 14' (196 SQ FT) SOLID ALUMINUM PATIO COVER. ICBO 2640P. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES .50 Fee summary Charged Permit Fee Total 54.00 Plan Check Total 35.10 Other Fee Total .50 Grand Total 89.60 Paid .00 .00 .00 .00 Credited ---------- Due ---------- .00 54.00 .00 35.10 .00 .50 .00 89.60 P.O. Box 1504 Tit�,, VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: of —/00 % I Date: Applicant: Applicant's Mailing Address: 77Q,4G70le Architect or Engineer: Architect or Engineer's Address: Lic. No.: /vim Y t3UILUING PERMIT DECLARATIONS 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 and my License is i II force and effect. / _ !9 icense Class_ License ND/ y830b Z 1 /0 :�- Contractor, / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 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 or 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.). U 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.). L) I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' 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, s required by Section 3700 of the Labor Code, for the performance of the work for which this permit is is ued. My ryw kers' ompensation insurance carne nd pglicy,� m Carner A� _,;er s Policy Number / T Z 3 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthith scomply with those provisions Applicant,,,,- pplicant, �1 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. 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 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 employeesfor 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 con trucztioand ereby authorize representatives of this couYn/t/y, to e r u o above-mentioned property for inspection purposes. lure (Applicant or Agent): 0 Signa' Bin # City of La Quinta Building S Safety Division Total Permit Fees Permit # VAJ- Box 1504, 78-495 Calle Tampico f 03-- 0/ La Quinta, CA 92253 - (760) 777-7012 Building Permit APPlication and Tracking Sheet J( Projcct Address: I $9 S r's Name. G e ane,S A. P. Number: 175 ©, TAiddss: % Vtnt d j!%a/ ." e Z Leal Description: ST. Zip: , U%n 3 X Contractor: FTcle hone: l)-7 :Z -V ' x Address: <6 tj -4113. Project Description: 1 ) 1 Jc7l IJMnJ✓ti X cit}, ST, Zip: (ojer .C,13J 2 P X -7 Telephone:. / S / A State Lic. # : 3 b City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: = _ ,.. Construction T Occupancy: State Lic. #:= Project circle one): N w Add'n Alter Repair Demo A Name of Contact Person: S C d 4,1,4 ej I S Ft.: ' j # oriel: . # Units: X Telephone # of Contact Person: Rc 7 (, imated Valu roiect: 000 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cala. Reviewed. ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cala. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionstiissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.I►1.1. H.O.A. Approval Plans resubmitted Grading M HOUSE:- ''' Review, ready for corrcctionstissue Developer Impact Fcc Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees H s I D E P R O P E R T Y L I N E LOT# 7 (800) 37 -PATIO OUTBACK PATIO & SUNROOMS INC. (909) 272-4997 51 REAR PROPERTY LINE it i3 aDfs- ✓ ►y' fPRO ( L covt>z i lµ 17 U I Y Ur L^ WU I IM IA 13UILDING & SAFETY DEPT. APPROVED- .•. FOR CONSTJICTION f 14D, llmo l TRACT#/ // TAX PARCEL# 773/ 7l9 FRONT PROPERTY LINE s I D E P R O N E R T Y L I N E ER -2640P GENERAL NOTES AND SPECIFICATIONS: 1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. CONCRETE SLAB SHALL HAVE 3 112" MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE - 1,000 P.S.F. 5. ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A-446, GRADE C, UNLESS OTHERWISE NOTED. 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1116" MAXIMUM. 7. EXPANSION BOLTS SHALL BE "HILTI KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS. B. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC. 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. CRITERIA. 11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL. 12, SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 1997 UBC. 13. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9. 1.2 & 11.1.2. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED Zoon LL, LJ>s LL IZ O o c 5 LL <0 Um Do N uj L OFESSION ,PMES G. G, NO. 21543 EXP. 9-30-2005 dy CIVIL P OFGA0V- I.C.C. E.S. EVALUATION DRAWN BY: KK RI LIVE LOAD A COVER SYSTEMAS • BY: SHEET REPORT NUMBER DATE: 111232002 I F JAMES G. FOX, CIVIL ENGINEER 10, 20 & 30 pet DURALUM PRODUCTS, INC. 1 OF 30 ER -2640P SCALE: NONE [ 8060 TELEGRAPH RD., DOWNEY, CA 80240 GENERAL NOTES HORIZ. WIND " 8269 ALPINE AVE., SACRAMENTO, CA 95628 REVISED BY: K.K. & D.P. (562)808-1337 FAX:927.2509 fozen hohne9.00m 70, 90 9 110 MPH1(916)452.7021 FAX 403-1619 sales urelum.eom JOB NO OF*2- m4 SOLID PATIO TYPES ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE 1 1/2" SQ. SCROLL POSTS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE ATTACHMENT CHANNEL SEE DETAIL — FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. IlKu ALUMINUM ROOF PANEL O.H RUCTUREVi SEE SCHEDULE FOR SPANS ( MAY OPTIONAL: 0. NOTBE ENCLOSED ) O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE SEE SCHEDULE FOR POST SPACING %O•H ALTERNATE: SINGLE POST 7n OST SP POSTS OPTIONAL: CANT E REPORT NUMBER FOR SE POST SO. POSTS, SIZE VARIES 11 SPACINSCHEDULE DURALUM PRODUCTS, INC. SHEET O•H. 3 1/2" SLAB E WSO TELEGRAPH RD., DOWNEY, CA 90240 OST MAY BE USED 8259 ALPINE AVE., SACRAMENTO, CA 98929 1(916)452-7021 Sp C/NGFOOTING, TO CONSTRAIN REVISED BY: KK 8 D.P. SEE FAX 403.1519 eab dunWm.00m SCHEDULE NOTE 0 S BAYS.AT POST DAT END BAYS. AT ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE 1 1/2" SQ. SCROLL POSTS 31/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE ATTACHMENT CHANNEL SEE DETAIL — ALTERNATE: SINGLE POST SEE SCHEDULE FOOTING WHERE REQUIRED ­/ SEE SCHEDULE FOR FOOTING CUBE SIZE ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS OPTIONAL: O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE BEAM SQ. POSTS, SIZE VARIES rs 3 112" SLAB MAY BE USED TO CONSTRAIN — FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED ­/ SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION .2150 LENGT dw o ANO SH H OF STRUC hoc N °' THE PRO ECT/ON F les CLOSED OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING NOTE. 0 SPLICE AT 1 POST AND AT END BAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. (MgyNOTBEENCL ` ) SEE SC/yE LES SEE SCHEDULE FOR POST SPACING %O•H ALTERNATE: SINGLE POST 7n OST SP SEE SCHEDULE PATIO COVER SYSTEM A FG. BY: REPORT NUMBER NOTE 40 SPLICE A THIS 11 POST ND AT END BAYS. FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN WICANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING C. LIVE LOAD = PATIO COVER SYSTEM A FG. BY: REPORT NUMBER DATE: 11rs3rs002 F JAMES G. FOX, CIVIL ENGINEER 10, 20 3 30 p f DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE: NONE E WSO TELEGRAPH RD., DOWNEY, CA 90240 HORIZ. WIND = 8259 ALPINE AVE., SACRAMENTO, CA 98929 1(916)452-7021 2 OF 30 REVISED BY: KK 8 D.P. 582 809-1337 FAX:927-2309 (oxen hot=11.0om 70, 90 3110 MPH FAX 403.1519 eab dunWm.00m JOB wo. ormaer" RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. PROD. SEE SCHEDULE MAX, O.H. i. SEE SCHEDULE i SEE I LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- I CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER SCALE: NIS RAFTER, SEE TABLE FOR SIZE AND SPACING HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES Srn1'GBV/ SEE MAX. P DOLE !`TE: TMS OPEN LATTICE -TYPE STRUCTURE MAY tWE ENCLOSED. RAFTER, SEE TABLE .A _ POR SIZE AND SPACING OSTWTHSIDE- PlA7E8 BEE DETAtL 312' BLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAYN`T E ENCLOSED. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY ' WE ENCLOSED. BEE POST DETAI SFF jrlf2 0j NOTE: EACH COMPONENT IS INTER- 3 MAY BE BLAB CHANGEABLE WITH ANY OTHER TO CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN. r (F FOOTING, EE SCHEOPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE HEIGHT LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. VoEfte 00, »a3 tw. woame o c ro RAFTER, SEE TABLE FOR SIZE AND SPACING HEIGHT LENGTH OF STRUCTURE VARIES MAX. PROD. SEE SCHEDULE 3 12' 8LA8 ATTACHMENT MAYBE USED WHERE PERMITTED. BEE SCHEDULE FOOANO WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE ,A MAY NOT BE ENCLOSED. SEE 'c 1 312'SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN CHANGEABLE WITH ANY OTHER SI )l n SCHEDULE EE COMPONTENT UNLESS OTHERWISE SHOWN. FOOnNo WHERE REQUIRED BEE SCHED. FOR F0071NG CUBE SIZE TYPE ""H" FREESTANDING MULTISPAN TTICE STRUCTURE I.C.C. E.S. EVALUATION DRAWN BY: KK. FOXENGINEERING NC. LIVE LOAD, PA C AS Y: SHEET REPORT NUMBER DATE: 11232002 F JAMES G. FOX• CIVIL ENGINEER 10, 20 & 30 Pal DURALUM PRODUCTS, INC. ER -2640P SCALE: NONE E 8080 TELEGRAPH RD., DONKEY, CA 80240 NORIZ. WIND. 8288 ALPINE AVE., SACRAMENTO, CA 85826 3 OF 30 1(916)452-7021 REVISED BY: KK. 6 D.P. (562)808-1337 FAX -927.2509 foie hotmalLoom 70, BD S 11D MPH FAX 403-1518 agile ILntum.oaln 3DB No.oFoxoeN PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS 25" T=SEE TABL435" }tI „• 'n .09R. (IS.) 6T' s40' m .2" t.t2s• R= 11T.67" D5 40" ALL UNMARKED I1.06R 1.125• L2." 2.46" .70" r .40, TY4P .38 .35" 8' 40" 1 4 75" .0 " 5" I 3.00" 4.50" 4.50' 4.50" 4.50" 3.00" 7,25; 24.00" ALUM. ALLOY 3004-H36 OR EOUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004H36 OR EQUAL 24" TRI='V" PAN 8"x2 1/2" FLAT PAN W/(2}V'S 12" x 31/2" W PANEL L.L.= PANEL"T' 70 MPH90 MPH 110 MPH "T' 70 MPH 90 MPH 110 MPH "T' 70 MPH 90 MPH 110 MPH (PSF) (IN.) SPAN O.H. SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. SPAN O.H. (IN•) SPAN O.H. SPAN O.H. SPAN O.H. 10 .018 12'-1-, 4--0" 12'-1" 4'-0" 8'4" 2'-6" .020 12'-10" 4'4" 1 10'-5" 1 T-7" 1 8'4" 1 2'-1111. .020 151-9" 5'4" 12'-9" 1 4'-5" 10'-3" T -T' .024 15--0„ 5'4" 14,4" 4'4" 1 94" 1 T-0" .024 14'-1" 1 4--7" 1 13,_2„ 4'-4„ 1 10'-7" 1 T-8" 1.0241 19'-0" 1 6'-6" 1 15'-7" 1 5--5" 12,-6„ 1 4'-4" .032 17'-0" 5'-11" 17'4" 5'4" 1 10,0 1 3-4" .032 15'-5" 1 5'-1" 1 15'-5" 5'4" 1 15'-0" 1 4--11" .032 20,4" 7'-2" 1 14'-9" 1 5--1" 1 12,_2„ 1 4'-3" N0. 21641 W..1m I.C.C. E.S. EVALUATION 032 13,_3„ 4'-6" 11'_9" T-8" 10'-0" 3-_6" 040 16'-7' 1 S'-5" 16,_7" 5'-5" 16'_5" 1 5'.5" .040 22,_9„ 1 7'-11" 16'-5" 5'-9" 13,-6„ 4'4" REVISED BY: KK 6 D.P. 20 .018 9'4" 3.4- 81_91, 3-4" 8'-0" 2'-6" .020 9'-10" 3'4" 9'-10" 3'-2" 8'-4" 2'-9" .020 12'-0" 1 4'-2" 12,_0„ 4'-2" 12,-0" 4'-2" 30 .024 101_81, 3-4- 10,-4" 3'-4" 91-0" 3'-0" .024 11,_9" 3'-8" 11,_3" 3-4" 10'-7" 3--5" .024 14'-0' 4'-10" 14'-0" 4'-10" 14'-0" 4--10" N0. 21641 W..1m I.C.C. E.S. EVALUATION 032 13,_3„ 4'-6" 11'_9" T-8" 10'-0" 3-_6" .032 12'-4" 1 4'-0" 1 12'-4" 4'-0" 12'-4" 1 4'-0" .032 16'_0„ 1 5--7" 16'4" 1 5--7" 16,_0,,. 5'-7" REVISED BY: KK 6 D.P. 582 808.1337 FAX;927-2509 foxonadthohmfl.mn 70, 80 d 110 MPM (918)452-7021 FAX 403.1519 saiasQdumtum.corn JOB NO. or02-am4 .040 13'-3" 4'-4" 13'4" 4'4" .13'4" 4'4" .040 17'4" 5'-11" 174" 5'-11" 17'-0" 5'-11" 30 .018 7'-6" 2'.6" 7--6^ 2'.8" W.01' 2'.6" .020 8-.1" 2'.8" 81.1" 2-4- 8'.1" 2'-0" .020 10,-0„ 3,_6" 10'4. 3'.6" 10._0,. 31.6„ .024 9'-0' T.0" 91-0" 2'-11" 91-0" 3'4" .024 9-4" 3--1" 9'4" 3--1" 9'4" 3'4" .024 12'-0" 4'.2" 12'-0" 4'-2" 12•_0" 4'-2" .032 10'-10" 3'-8" 10'-10" 3'4- 10'-0" 3' 6" 032 10.10" 3'-7" 10'-10" 3'-7' 10'-10" 3'-7" .032 14'-0" 4'-10" 14'-0" 4'-10" 12'-6" 4-4- '-4"11'-8" 1 V-8" 3'-10" 11'-8" 3'-10" .040 14' 6" 514„ 14'-6" 5'4" 14'-6" 5'-1" N0. 21641 W..1m I.C.C. E.S. EVALUATION DRAWN BY: K.K. I • LIVE LOAD- PATIO COVEREM AS MFG. BY: SHEET REPORT NUMBER DATE: 1123/2002 IF JAMES G. FOX, CIVIL ENGINEER PANELSPANS 10, 20 d 3D pet DURALUM PRODUCTS, INC. 4 OF 30 ER -2640P SCALE: NONE E _TT -I1 8080 TELEGRAPH RD., DOWNEY, CA 80240 MORIi. WIND= 8289 ALPINE AVE., SACRAMENTO, CA 9582s REVISED BY: KK 6 D.P. 582 808.1337 FAX;927-2509 foxonadthohmfl.mn 70, 80 d 110 MPM (918)452-7021 FAX 403.1519 saiasQdumtum.corn JOB NO. or02-am4 PANEL FASTENERS T 24" 24" TRI --"V" PAN L.L.= PSF 70- MPH 90- MPH 110- MPH 10 #8 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 11" X ;i 1/1" W F'ANtL L.L.= PSF 70- MPH 90- MPH 110 -MPH 10 #8 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER a 70/90/110 MPH .075" 750" .440" 12' HEIGHTS .860" R9.250 OPTIX? PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL SKYLIGHT DETAIL SCHEDULE OF ALLOWABLE SPANS FOR 8"x 21/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L L = 8" PANEL SPANS 1=.020" t=.024" t=.032" t=.040" 10 10'-2" 12'-9" 13',4" 14'-7" 20 8'-10" 10'-3" 11'4- 12'-3" 30 7'-1" 8'-4" 9'-10" 10'4" USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS I.C.C. E.S. EVALUATION L.L.- PSF 70- MPH 90- MPH 110- MPH 10 #8 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. 412 S.M.S. 8"x2 1/2" FLAT PAN W/(2) -V'S 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. I.C.C. E.S. EVALUATION DRAWN BY: KK. FUX ENGINEERING INC. LIVE LOAD, PATI COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: IU23/2002 JAMES G. FOX, CIVIL ENGINEER 0(582)806-1337 10, 20 & 30 pal DURALUM PRODUCTS, INC. ER-2640r6CALE: NONE 80110 TELEGRAPH RD., DOWNEY, CA 90240 PANEL FASTENERS HORIZ. WIND - 8268 ALPINE AVE., SACRAMENTO, CA 95826 5 OF 30 REVISED BY: KK 8 D.P. FAX:927.2509 foxonailhoftwil.com 70.90 8110 MPH 916 452.7021 FAX 403.1519 salesQdumium.aDmi roe "o. owuer RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS 8 5" ALUM. ALLOY 3004H36 3" 2„ OR EQUAL MAX 27 ALUM. ALLOY 3004-H38 042" ALUM. ALLOY 3004-H36 .024" 024„ OR EQUAL OR EQUAL .032" •032" --T -T -T 2 x 61/2" RAFTER DBL. 2 x 61/2" RAFTER 3 x 8" RAFTER L.L.= RAFTER'T' 16" O.C. 24" O.C. 'T' 16" O.C. 24" O.C. 'T' 16" O.C. 24" O.C. (PSF) (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. .024 15'-0" 4'-0" 14'-0" 4'-0" .024 21'-0" 4'-0" 17'4" 4'-0" .042 21'-0" 4,-0" 21'-0" 4'-0" 10 .032 191-0" 4'•0" 18'-0" 4'-0" 032 21'-0" 4'-0" 20'-7' 4'-0" .024 10'-8" 3'-8" 9'-0" 3'-0" .024 14'-0" 4'-0" 12'-3" 4'-0" .042 19'-6" 4'-0" 17'-1" 4'-0" 20 .032 14'-0" 4'-0, 12,-1„ 4'-0" .032 191-a' 4'-0" 181-81 4-4- - 024 ,-0„.024 81-10" 3'-0" 7'-8" 2'4" .024 13'-2" 4'-0" 10'-6" 3'$" .042 17'-0" 4'-0" 14'-3" 4--g- 30 .032 11'-10" 3'-10" 10'-10" 3'-5" .032 18'-0" 4'-0" 12'-3" 4'-0" TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) PROJECTION O.H. 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 O.SPAN 0 3 4 4 5 5 6 6 7 7 8 8 9 B 10 10 10 H. 1' 4 5 5 6 8 7 7 8 8 9 9 10 10 11 11 11 2' 5 6 6 7 7 6 8 9 9 10 10 11 11 12 12 12 h 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13 TRIBUTARY TRIBUTARY= 4' — — — 9 9 10 10 11 11 12 12 13 13 14 14 14 WIDTH 12 SPAN + O.H. 5' — — — — — 11 11 12 12 13 13 14 14 15 15 15 6' — — — — — — — 13 13 14 14 15 15 16 16 16 7' - - - - - - - - - 15 15 16 16 17 17 17 NOTE: TRIBUTARY ON MULTIPLE SPANS IS o »w EQUAL TO CENTER SPAN TO CENTER SPAN uw.womoe 8' — — — — — — — — — — — 17 17 18 18 18 19 19 I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING C. LIVE LOAD= PATIO COVE R SY A MF ."BY: SHEET REPORT NUMBER DATE: 11232002 JAMES G. FOX, CIVIL ENGINEER 10, 20 8 30 pM DURALUM PRODUCTS, INC. 6 OF 30 ER -2840P SCALE: NONE E I 6080 TELEGRAPH RD., DOWNEY, CA 80240 RAFTER SPANS MOR12. WIND • 6289 ALPINE AVE., SACRAMENTO, CA 95628 e REVISED BY: KK 8 D.P. 682 808-1337 FAX:92 7.2508 (oxen hotme6.00m 70, 80 8110 MPH 816 452.7021 FAX 403.1518 eeb waWm.eom HANGER CHANNELS AND MOUNTING BRACKETS 1.50" WALL FASTENERS 078' 2.740" ALUM -300 6 08 SEE TABLE 300 633 .25"R % . ns1 L. uT (2).563-14. 2;DIA 010 SMS 0 PANEL LOCKS OR #8 SMS c 583" 281" AT EA CONTACT 07 C 0 `WALL CONTINUOUS A• RAIL M FASTENERS AL 063-76 Y ROOF PANEL (WHERE OCCURS) O ~ A.06m AL6083-TOY 06 8083 T6 1 T5" B #10 6MS Q EA. CONTACT ROLLFORMED HANGER EXTRUDED HANGER CHA EL. WALL CONNECTION O R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \e ALUM. PANEL 2x 0 3x ALUM. RAFTER FASCIA BOARD' ALLOWABLE PROJ. EXIST. EAVES, RAFTER EXISTING EAVE CONNECTION ( 2 T=.080" - WALL FASTENERS SEE TABLE APPROVED 3" ALUM.ALLOY INSUL. ROOF PANEL 6063-78 3" HANGER C I }-1.881 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) - WIND DESIGN AT 2x FASCIA W/ SIMPSON A35 AT WOOD STUD 16" O.C. OVERHANG AT MASONRY OR CONCRETE LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 4'-5" A C C E H H J J K 90 2'-0" T-9" B C C E H H J J K 110 9'-1" D C C I G H H J J K 23'-1" 22'-1" 13'-5" (3}# x3 12COVER RAR7SEAL x1 3/4" DESCRIPTION OF LAG SCREW SEE NOTE BELOW) z wB=3/8"0x1 LLUJO. A=1/4"0x1 1/2"@12" O.C. 1/2"@16" O.C. C=318"0x1 1/2"@12" O.C. D=7/16"0x1 1/2"@12" O.C. E=3/8"0x2 1/2"@16" O.C. F=7/16"0x2 1/2"@16" O,C. G=7/16"0x2 1/2"@12" O.C. H=3/8"0x21/2"@12" O.C. J=1/4"0x1 118"@16" A.B. K=1/4"0x1 1/8"@12" AB. EXIST. RAFTER 3/16" ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 2" x 4" FULL OR 16" O.C. V-6" 14'-5" 7'-7" 4'-5" 2'-0" 8'-5" 4'4" 74" 24" O.C. V-6" 8'-2" 4'-3" 2'-5" 2'-0" T-9" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-5" 9'-1" 5'-6" 2"x8" FULL 24" O.C. 2'-0" 23'-1" 22'-1" 13'-5" 0 SMS T&B AT 12" O.C. 1 1/2" 10# L.L.=(2)#S SMS EA. SIDE 20#/30#L.L.-(2)110 SMS EA. SIDE 3/16" on 0 STEEL p 1/4"0 HOLES,TYP. _ 3/4" OR 1 1/2" 0 NOTE: PROVIDE WATER 1 1 2x6 1/2^ i 5" IN. OR On RAFTER 8 O PROTECTION, METAL FLASHING O O r CAULK JOINTS AND SLOPE 1 TO DRAIN TYPICAL BRACKET 1 1 1/4" 64"O.C. 14" O_R 1 1/2" MAX. DIST. \ TO FIRST POST COVER SUPPORT "L" BEAM OR WALL. NOTE: 10, 20 & 30 L.L.= EAVELENGTH "L" MAX. 2x6 DF -L #2 LEDGER MAYBE INSTALLED WHERE 2-#20x3" WD. SCREWS LL --20 OR 2t8 LEDGER NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) & 30 PSF USE: 2-#14x2 3/4" WD. SCREWS ALL OTHER DESIGN LOADS. (3}# x3 12COVER RAR7SEAL x1 3/4" (2}3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & RAFTER TO WALL CONNECTION O NOTE: PLACE "SIKA FLEX" OR 11.1.2•+ten MATERIAL BETWEEN BRACKE SHINGLE ROOFING TO PROVIDNOTE:BRACKET cr MAY BE MOUNTED O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. I.C.C. E.S. EVALUATION DRAWN BY: K.K.ENGINEERINGLIVE F JAMES G. FOX, CIVIL ENGINEER HANGER CHANNEL LOAD = 10, 20 6 30 TIO VER SYSTEM G. BY: RALUM PRODUCTS, INC. SHEET REPORT NUMBER ER -2640P DATE: 1123/2002 SCALE: NONE E 8060 TELEGRAPH RD., DONKEY, CA 90240 AND BRACKET ATTACHMENTS HORIZ. WIND = 9 ALPINE AVE., SACRAMENTO, CA 95826 9916)452-7021 7 OF 30 REVISED BY: K.K. & D.P. 15821806.1337 FAX:927.2508 IaxanO hohlwil.00m __________ _ _ 70, 90 8110 MPHj09 ___ FAX 403-1519 e9bs®dulslumcam NO.0F0m"4 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS USE 2 EA. 6" APART MAX. 3' 2' 3.00"SQ. 13.00" SQ. 3.00" SQ. 1.50" -1.50" 032" 1.2-1"S.MC.1os G =3" IQ 88 z .,._A. SIDE H=3"SO.xt=.250'1 0 28 ` 6.5" O 0 5" 5 J=4"SQ.xt=.18811 I} 3" 3 Ipr 14"R 040" ALUM K=b"SQ.xt=.188" TMP' L] 1\ 28' 048"STEEL 032" .024 O O 3.0".4.0" OR 5.0" OO 518" PLASTIC PLUG TWIN POST 3" SQ. ALUM. POST ALUMOMAG POST SQUARE 1.5" SQ. ALUM. POST WITH SIDE PLATES D -ALU 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A653 SS GMM-W—ALUM. ALLOY 6063•T6 ASTM A653 SS GRADE 40 USE @ 1.50" ALUM. ALLOY 3.00" OR 2.0" 1112' BRACKET 6063-T5 2.40" SQ. POST IS 9"LONG OR (2) EA. — } 1'.375" (i 7/16"OHOLE 6 2 FLANGES AT 1 1 /2" ( 0 21/B"APART ((pp 75" _ROLLFORM 1'50" 0 % ASTM A653 SS GRADE 40 STEEL 1•;25" 2 5" EXTRUDED p 75 75" BASE FLARES INSTALL WASH. PLATE , 1.60" TYP. _ _ SDE OFDFLANGES 1-1/2" SQ. x 3118" WHEN USING 1.5 S OR 3' 11 IN 110 MPH WIND AREA INSTALL WASH. PLATE 070" TYP POS ONLY 5.50" MATERIAL: 1%"x 5116" x 5)T WHEN USING IN % 1-7/16"0 HOLE 3004-H36 ALUM. @ ROLLFORM 110 MPH WIND AREA rk 2- 5/16"0 HOLES & 2-3/8" HOLES TYP. EA. SIDE 6063-T6 ALUM. @ EXTRUDED .070" BRACKET FOR 3" POSTS "U" BRACKET ALUM'? BRACKET I STEEL "T" BRACKET 5 2 118" 21/8„ "U" BRACKET 7 1n^ 1 112" SQ. POS iI 7/6"' W/"10 SMS OR 1 M 1112".0, POST..HOwN 1-1/4"0 M.B. EA. 1' 2POST. I I 12" MIN. FROM C "T' BRACKET I CENTER OF BOLT 1 .. 3"SQ. POST W/ TO END OF POST - (2}#10 SMS EA. I.C.C. E.S. EVALUATION — 7 GA. PL. (.18") X GINEERING INC. SIDE OF POST OR 0 COVE SYSTEM A5 MFG. BY: SHEET REPORT NUMBER 11116" 0 ROD 9/18" COLUMN/ 1/4" M.B. THROUGH DURALUM PRODUCTS, INC. 1/8 2 ER -2640P 1040 STL. E 8060 TELEGRAPH RD.. DOWNEY, CA 90240 POST TYPES POST 8268 ALPINE AVE., SACRAMENTO, CA 85826 AUGER PARTS PAINTED1 562 508.1337 FAX:927.2508 foze hohrlall.mm 20" 112" TWIN POST: (*114' 0 M.B. 916 482.7021 FAx 403-1518 sale uretum.00m JOB N0.0FOZdM 20" "RUST-O-LEUM" OR EQUAL PER POST (2 -TOT.) 2 2 12k 2 12" OR HOT DIPPED GALVANIZED OR ELECTROPLATED 3"S 7 GA. 6TL. PLT, ASTM A36 /4" 0 M.S.BRACKET: 1)-1r0 M 4" DIA. B GA. ER SDE (2 -TOT.) SI ASTM A•36 HELIX 1 NOTE:9's116'x7 GA. SINGLE PA88 WELDED MAY BE USED WITH 16- STEEL PLATE ASTM AW AUGERANCHOR OST pR A UMPP05T AUGER P RTS PAINTED 3"SQ. OR EQUAL AD NOTE: ONLY. OR HOT DIPPED GALVANIZED STEEL FOOTINGS AND AUGER ANCHOR TO BEUSED FOR 10 L.L. ATTACHED STRUCTURE ONLY. 0__ !`MIP QI AC nneT CCAPIIJP TALI C CnD CDAPIW2 OR ELECTROPLATED SINGLE PASS WELDED STEEL FOOTING I.C.C. E.S. EVALUATION DRAWN BY: KK X GINEERING INC. LIVE LOgp aPA 0 COVE SYSTEM A5 MFG. BY: SHEET REPORT NUMBER DATE: 112312002 F JAMES 0. FOX, CIVIL ENGINEER COLUMN/ 10, 20 a 30 per DURALUM PRODUCTS, INC. 8 OF 30 ER -2640P SCALE: NONE E 8060 TELEGRAPH RD.. DOWNEY, CA 90240 POST TYPES HORIZ. WIND - 8268 ALPINE AVE., SACRAMENTO, CA 85826 REVISED 8Y: KK 8 D.P. 562 508.1337 FAX:927.2508 foze hohrlall.mm 70, 90 6110 MPH 916 482.7021 FAx 403-1518 sale uretum.00m JOB N0.0FOZdM NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERINGINC. REPORT NUMBER DATE: 111312002 JAMES 0. FOX, CIVIL ENGINEER COLUMN! ER -2640P SCALE: NONE E 6080 TELEGRAPH RD., DOW NEY, CA 90240 POST TYPES REVISED BY: K.K. & D.P. 562 08-1337 FAX:927-2609 foxonafffttrnall.com •xo. 2160 e,w. aaw6m LIVE LOAD= 1(91:Ljaj;j rr I1VVVV=r%0T01=W]MOWIrU.VT: (SHEET t0, 20 & 30 pef DURALUM PRODUCTS, INC. BOF 30 HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 9582870,90& 110MPH eaboduralum.0om JOB rw. BMM4 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM.'rBRACKET USE WITH 7MArX I POST TYPE B,C,D, OR E. STEEL POST ONLY: 1/2" MIN. FROM CENTER OF BOLT STEEL.'TBRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K , USE POST TYPE F. G. H, J OR K (3 S/8"OBOLTS FOR POST TYPE J t I I TO END OF POST. 3" SO. POST ALUM.R"BRACKET: 4 5" USE (2)-114"0 x 3 314" HILTI I KWIK BOLTS OR EQUAL 11 DEPTH i ( } F20R ALO( OTHER 16' INSERT (2)•1/4"0 h fLTI "KWIK"' STEEL.' "BRACKET; R I FOOTING OR I CONDITIONS 4 5" X.188" BOLTS, 0 EQUAL, EACH SEE NOTES BELOW KWIK 12" MIN. EMBD. I I ASTM A36 BRACKET TO SLAB. ('PER BOLUSETS}ORE UAL( •' STEEL ICC E.R.4627, EMBEDED ; I I 2 1/2" MIN.. &APPROVED t 1 I ti . T_O.C_ FOR 325# PULL OUT) I 0"SQ.BASE P T. d "t " B T w 3112 4 w 18"SQ.BASE PLT MIN. DE TH A i ° i 3116" A M A36 STEEL SLAB SHALL BE IN e POURED CONCRETE i .% GOOD CONDITION FOOTING 9EE NOTE . • t m w 3" SQ. POST (STI.) r _ FOR SIZE (1 -11"0M.8. LONG, 1" OR FLUTED 1 OR 4' SO. POST (STL.) BEE FooTIN SCHEDULE QUARE --J x91' FROM END SQUARE SEE FTGS, INSERT I OF POST SCHEO. EXISTING SLAB O7 3" SO. POSTS TO CONC. FOOTING O SQINfO FOOTING BED. O q PL,1/7'THK. 1112" 7" 1 112" 1 112";7LI/2' 2*11 14" 1 1 2" WELDED STEEL BASE PLATE Q ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTS PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 1. DO NOT USE ALUM. 'r 10'SQ.x11' B. C, F, G BRACKET WITH 3X8 SM. W/INSERT, MAG. BEAM, 4'.7' OR 10• I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2" Xy£ X 0' " AT STEEL " r a 'L -RACK T. CUBE SIZE SQ. 18" DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 12•SQ.x1/2' B. C. D. F, G. & H 18" 18" SQ 12" BOLTS 18'SO.x1n" B. C. D. F. G, & H 20" 21" SQ 12" 23'& 24' CUBE (2}112"0 PULL-OUT= 82511 MAX. EACH 311" 22" 25° SQ. 18" 25"- 30" CUBE (4)-112'0 PULL-OUT= 6250 MAX. EACH 3 11• 24" 26" SQ. 20" 31•-34•CUBE (4)-518"0 PULL-OU1T 4" FREESTANDING 26' 32"SQ. 23„ 866# MAX. EACH 3. POST TYPE F NOT USE STEEL "T" BRACKET W/7' AND 10• BASE PLATE ANCHOR 28" 35" SO. 25"DO 35• • 39' CUBE (4}3/4"0 PULL-OUT= 1375# MAX. EACH 8" BAS E PLATE ANCHOR BOLTS (SIZE &TYPE 30" 39" SQ. 28„ I -BEAMS. 4. POST TYPE G DO NOT USE STEEL T BRACKETS W1 10" I -BEAMS. 32" 43" SQ. 30" 40" - 42' CUBE (4) -IV PULL-OUT= 1835# MAX. EACH 6' 10'x10'X 1/2° HILTI SS / x S' EMBEDMENT PER I.C.C. E.S. #4827, PULL-OUT VALUE=18754 EA. 34" 47" SO. 32" NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II 36" 51" SQ. 34„ OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER I.C.C. EVALUATION SERVICE INC., ER #4827 38" 55" SQ. 37" 12•x12"x 112' (4} 1'0 x 9' EMBEDMENT HILTI SS KWIK BOLT -11 PER I.C.C. E.S. #4627, 40" 80• SQ, 39" 42" 64" SQ. 41" PULL-OUT VALUE=1995# EA. 44" 89" SQ. 43" 18'x18"x 1/2' (4} 1'0 x 6' EMBEDMENT • CUBE FOOTING W13 12" SLAB HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, PULL-OUT VALUE= 37400 EA. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERINGINC. REPORT NUMBER DATE: 111312002 JAMES 0. FOX, CIVIL ENGINEER COLUMN! ER -2640P SCALE: NONE E 6080 TELEGRAPH RD., DOW NEY, CA 90240 POST TYPES REVISED BY: K.K. & D.P. 562 08-1337 FAX:927-2609 foxonafffttrnall.com •xo. 2160 e,w. aaw6m LIVE LOAD= 1(91:Ljaj;j rr I1VVVV=r%0T01=W]MOWIrU.VT: (SHEET t0, 20 & 30 pef DURALUM PRODUCTS, INC. BOF 30 HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 9582870,90& 110MPH eaboduralum.0om JOB rw. BMM4 • HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" 61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" rSp Q. 2.00" SPLICE WHERE Yow -- •0`- =- 1 79" OCCURS SPLICE WHERE SPLICE E OCCURS in 4.8" .07s co 2.57" 4•S' TYP. 14"R R (A„ 2.19" 2.04• aes TYR 2.04" TYR 2.08" 085"28" 2,93" —r TYR 0000" 3.0 2.7 ASTM A653 SS GRADE 40 .035" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6083-T6 6063-T6 ALLOY 3004-H36 O 6063-T6 O E 6.5" ROLLFORMED / 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 3.0" r 3„ 3" . 2,. 8.5" MAXT SPLICE 1.042° WHERE 4" SPLICE CURS 6.0" OCCURS SPLICE WHERE OCCURS 1 . .032" 0 4 70" occuRs 140„ .032„ TYP. o" TYP. TYP. ALUM. ALLOY 3004H38 J2 ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY OR EQUAL 6063-T6 8063-T6 ALUM. ALLOY OR EQUAL F 6083.76 4" I -BEAM 7" I -BEAM O 10" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 1 I ALTERNATE STEEL GBEAM FOR ALUM. I -BEAMS MAX. 3" g 625" 4" 1 -BEAM = 7'k 2 3/4" x 16 GA. STEEL C -BEAM --; .042" j 8„ .042" T -140A. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM AST 7.875" M A053 GRADE 50 j 10" I -BEAM = W10 x15or S8 x 18.4 STEEL I -BEAM -T_ 5" AD ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR EQUAL L OR EQUAL p 6 2,675'tV 3 x 8 BEAM W/ STL. INSERT 3 x 8 BEAM DBL. 3 x 8 BEAM STEELINSERT I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE LOAD=10 V M A G. 0 REPORT NUMBER DATE: 11/232002 F JAMES G. FOX, CIVIL ENGINEER 10, 20 8 30 Pal DURALUM PRODUCTS, INC. SHEET ER -2840P SCALE: NONE E 8080 TELEGRAPH RD., DOVJNEY, CA 80240 BEAM TYPES HORIZ. WIND = 6286 ALPINE AVE., SACRAMENTO, CA 68828 10 OF 30 REVISED BY: K.K. 8 D.P. 582 8081337 FAX:927.2509 (oxen hotrne5.com 70, 90 8110 MPH 918 452.7021 FAX 403.1519 sole umNm.00M JOB NO' ° - SPLICE DETAILS (11) 1 SEAM TO POST DETAILS (12) 1 SIMPLE SPLICE FULL MOMENT #10 S.M.s. I #12 S.M.S. II (e TOT. TYP. THICKNESS= .035' (24 TOT TYP. THICKNgpS -.035" 6.38" + + + ++ + + + + ++ ALUM.ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6083-T5 FOR EXTRUDED INALEIENRRBAY OOAOEEEENDBYR TRNTINTERIOR YSATANYLCTIINXCPTAT A SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY I E USED. (6081-T6) ALTERNATE STL. C -BEAM SPLICE VWE OCCUR ALUM. ALLOY 6083-T6 7" I -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY SPLICE VM occul ALUM. ALLOY 6063-T6 10" I -BEAM E USED. ( VALLEY, TYf . NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SQ. POST,CONNECT WEB TO POST W/(2)-1/2"0 THRU-BOLTS SQ. POST ' BEAM TO POST CONN. #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ B"O.C. MAX. STAGGER IN BEAM \ FLANGE. ROOF PANEL "(4}1/4"0 M.B. BEAM x4 7"" ALUM. "I" BM. /" TO BRACKET 2- 3/8"0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE— "— ALTERNATE BEAM TO POST CONN I.C.C. E.S. EVALUATION DRAWN BY: KK LIVE LOAD PATI COVER SYSTEM FG. BY: SHEET REPORT NUMBER DATE: 11232002 JAMES 0. FOX, CIVIL ENGINEER 0(552)BOS-1337 DURALUM PRODUCTS, INC. 1@116),452-7021 11 OF 30 ER -2840P SCALE: 8080 TELEGRAPHRD.,DOYVNEY,CA90240 SPLICE DETAILS .10,20&30p; 828BALPINE AVE.,SACRAMENTO, CABSB25 REVISED BY: K.K. 8 D.P. FAX:927-2508 foxe holmall.aom 70 806170MPH FAX 403.1518 -ale Eumtum.com wo.owamn . DRAWN BY: K.K SEAM TO POST CONNECTION DETAILS LIVE LOAD= P COVER SYSTEM A MFG. : OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORO) BRACKET AT EACH DATE: 11123/2002 F JAMES O. FOX, CIVIL ENGINEER 10,20 , 3Dps1 DURALUM PRODUCTS, INC. 1(916)452-7021 1 1/2" SO. POST ALUM. ER -2840P SCALE: NONE E 6060 TELEGRAPH RD., DOWNEY, CA 90240 BEAM TO POST HORIZ. WIND - x.OBW ALLOY 3004-H36 (2)-410 S.M.S. EA. SIDE (4) -TOT. 562 808-1337 FAX:927-2509 foxang0hobnaM.cm 2-910 x1/2"S.M.S. AT FAX 403.1519 ea uraWm.00m '106 e0.0Fm'w4 EACH POST #10 S.M.S. TOP & BOTT. (2}TOT. 2-112 x 12" S.M.S. EACH SIDE OF 3" ALTERNATE: #10 x 1/2" S.M.S. TOP SO. POST (4 TOTAL 13OLT 1/4"0 BOLT AND WASHER & BOTT. (2) -TOT. 1 1/4" ALTERNATE: 114.0 W/ WASHER ON CENTERLINE AT EA. SIDE OF 3' SO. POST EACH POST. 1.5n ROOF PANEL t ]4' 61/ " PLAN OF I RACKET t T ROLLFORMED OR j O EXTRUDED GUTTER FASCIA ALUM. BRACKET X + 1.50•+ i- #10 S.M.S. ®12"O.C. 2.35" 3" SO. POST 6 1/2")In .024"RAFTER 2-010 x 1/7' S.M.S. EACH SIDE OF 3" SO. POST (4 TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST 3. OR00' 3" S0. POST GUTTER FASCIA MAG BEAM 3• SO. POST 3"SQ. STL. BEAM ab, FRONT FACE C FASCIA t\ LOCATION OF 1 1/2" SO. POST (2.#12 S.M.S. (2 PER SUPPORT) TO FASCIA. GUTTER FASCIA MAG BEAM 1 3• SO. POST 14 3"SQ. STL. BEAM 13 ALUM. ALLOY 3004-H36 1.50" 1.50" 28" 2.. 018,2 1 1/2" SO. OR 2" LATTICE TUBE {8x2"SMS OR 2 1/2", TYP. 1 O I 1/2" 1 1/2" SQ. LATTICE OR 2" @ YO.C. MIN. & 7"O.C. MAX. LATTICE TO RAFT. 1 T 1/2" RAFTER "TAIL" TO GUTTER -- L040" 3004-H36 ALUM. SCREWS NOTED IN DETAIL r TO BE @ CENTERLINE W= 2 1/8" OR 1 1/8" FOR 6 1/2" RAFTER & W= 3 1/8" OR 2 7/8" FOR 8" RAFTER "U" BRACKET - GENERAL ATIL I I.C.C. E.S. EVALUATION DRAWN BY: K.K LIVE LOAD= P COVER SYSTEM A MFG. : SHEET REPORT NUMBER DATE: 11123/2002 F JAMES O. FOX, CIVIL ENGINEER 10,20 , 3Dps1 DURALUM PRODUCTS, INC. 1(916)452-7021 12 OF 30 ER -2840P SCALE: NONE E 6060 TELEGRAPH RD., DOWNEY, CA 90240 BEAM TO POST HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK 6 D.P. 562 808-1337 FAX:927-2509 foxang0hobnaM.cm 70, 90 6 110 MPH FAX 403.1519 ea uraWm.00m '106 e0.0Fm'w4 DOUBLE RAFTER CONNECTION DETAILS I LATTICE BEAM TO POST CONNECTION 1 1l2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTION PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. - CONNECT. (e -TOT.) 3"x 3"STL.POST(24") ALTERNATE: INSERT ATTACHED OR (2)-2x8.5" OR 3"x 3"STL.POST COLUMN ( (2)-3"x8"HEADER FOR FREESTANDING (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 08 S.M.S. EACH SIDE ,--LATTICE 1 1/2" OR 2" 2 3"x8" RAFTER NTE: 1/2" BOLT ALTERNATE: 2)- #10 S.M.S. EACH RAFTER b COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6'5" OR (2)-3"x8" HEADER 3"X3(0.024" (1)-1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CON 20 J//BEAM SPLICE TO OCCUR DIRECTLY OVER POST. NOT PERMITTED I @ 2 -POST UNITS I 3.5" 3.5" ❑1 OR ❑2 i 1 6414 SMS EA. SIDE #14 SMS EA. SIDE I j TOP, MID HEIGHT AND BOTTOM. 5/8" 0 PLASTIC PLUG WHERE SCREW IS INSIDE #14 SMS MA) BE USE AS 3.5" ALTERNATE' 1/4"0 BOLTS 3.511 8" BEAM 6 1/2" SIDEPLATE EA SIDE SEE POST SCH "3"SQ. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION POST SCHEDULE 21 F-1 I 3" SQ. x.024" + (2)-2" x 6 1/2" x.024" W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY F 2] 3" SQ. x.024" + (2)-2" x 6.1/2" x.032" W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. C I.C.C. E.S. EVALUATIONENGINEERINGNC. DRAWN BY: K.K. LOAD = PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11232002 FLIVE JAMES G. FOX, CIVIL ENGINEER LATTICE 10, 20& 30 pef DURALUM.PRODUCTS, INC. 13 OF 30 ER -2640P SCALE: NONE H 6060 TELEGRAPH RD., DOWNEY, CA 90240 CONNECTIONS HORIZ. WIND = 8299 ALPINE AVE., SACRAMENTO, C, 95826 REVISED BY: K.K & D.P. 582 BM1337 FAX:927-2509 ftena0hoirmil.com 70, 90 & 110 MPH 918 452.7021 FAX 403.1579 saleurelum.com JOB ua OF024 ' IV1f L_ L.. IV 1 OV IVII-1 1 1 11L—LV 1111VV11YV LX r%1 1/1VI ILLJ VVLIV FI—%I IVV IG WIN LLVV DRAWN BY: K.K. r 7" I -BEAM DBL. 2"x6.5"x.024"BEAM 032" BEAM ' o 1' XII M 3"x8" BEAMw/INSERT , REPORT NUMBER DATE: '11123/202 O POST SPACING TABLE 70 MPH 90 MPH 170&90MPH 70 & 90 MPH ER -2840P 70 & 90 MPH MAKPOST 70 & 90 MPH p 9289 ALPINE AVE., SACRAMENTO, CA 95828 FREESTAND FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND nm NO. ora:an4 ATTACHED FREESTAND ATTACHED Q Y z SPACINGT SPACING SPACING SPAC m FTG. MIN. FTG MIN. FTG MIN. FTG. MIN. FTG. MIN FTG. MIN. FTG qIN. FTG. MIN. FTG MIN. m.Z (IN.) POST TYPE (IN) POST TYPE (IN) POST TYPE (IN) POST TYPE (IN) POST TYPE (IN) POST TYPE (IN.) POST TYPE oN J POST TYPE (IN.) POST TYPE 4' 17'-011 45'-31, 36/6 G 4 41 G 32 B/ 11'-7„ 2 7 F 20 A/ 13'-10„ 2X6 F 21 B 29'-3" 35 G 27 B 41 5' 13'-7" 40'-6" 3/37 G 441 G 33 B 10'-6" %27 F 21 B 12'-41' %Z6 F 22 B 26'-2'1 75 G 28 B 51 6' 11'-4" 37'-011 %37 G 4 41 G 34 B 9'-7" %27 F 22 B 11'-311 %26 F 23 B 23'-11" 5 G 29 B/C 6' 7' 91-8" 341-311 34 /:i5 G 40 G 35 B 8'-10" 2/27 F 22 B 10'-5" 2/26 F 23 B 22'-111 34 /35 G 30 B/C 7' 8' 8'-6" 32'-011 3 G 3848 G 35 B 8, „ 23/4 F 23 B 9'-91, %22 F 24 B 20'-8" 373 G 31 B 81 9' 7'-7" 30'-2" 33/ G 36 G 36 E/ 7'-10" 23/4 F 23 B 9'-5•, 2 2 F 25 B 19'-6" 3/33 G 31 B/ g- 10' 6'-9" 28'-8„ 3 G 3/38 G 37 E/ 7,_5„ %24 F 24 B 8'-91, 2/Z2 F 25 B 18111 343 G 32 B 10- 11' 6'-2" 27111 %32 G 346 G 37 E 7,-111 244 F 24 B 8111 2/22 F 25 B 17'-8" 3/3 G 32 B 11' 12' S'-8" 26'-2,1 3 2 G 3/436 G 38 E/ 6'-91, 23 F 24 B 8'-011 2/22 F 26 B 16'-1111 32/3 G 33 B 12' 13' 5'-2" 25'-1" 3 2 G 3 6 G 38 E/ 6'-6" 20 F 25 B 71-8" %21 F 26 B 16'-3" 2/430 G 33 B 13' 14' 4'-10" 24'-2" 31 /2 G 34 /6 G 39 E / ,1 6 -3 20/ /21 F 25 B 7'-4" 20 X F 26 B 15'-8" 29 /o G 34 B 14' 15' 4111 23'-4" %2 G %36 G 39 E 6 -0 241 F 25 B 7'-0" 2/21 F 27 B 15,-2" 240 G 34 BE 15' 16' 4'-3" 22'-7" 31 G 34 s G 40 F 5'-9" 20 F 26 B 6'-8" 2 i F 27 B 14'-8" 240 G 34 B 16' 17' 4'-011 22'-0" 341 G 3 6 G 40 F 51.61, 2% F 26 B 6111 2,% F 27 B 14'-31, 29/ G 35 B/ 171 18' 3'-9" 21,11 340 G 344 G 41 F 5,_31, 179 F 26 B 6'-01, 179 F 28 B 13'-10,. 26X G 35 B /E .1 8' 19' 3'-71, 20'-911 3% G 34 G 41 F 5,_0„ 149 F 27 B 5'-8„ 1 9 F 28 B 13'-5„ 247 G 35 B/ 19' 20' 3'-411 20'-3" 3//4330 G G 41 F 4--9" 149 F 27 B 51-4„ 1i9 F 28 B 13'-1" 247 G 36 BE 20' 21' 3'-2" 19'-91, 240 F jG 32 G 42 F 4.611 149 F 27 B 5'-0" 1 9 F 28 B 12'-911 2N6 G 36 B 21' NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. FIGURE INDICATES MAY.. HT. -10'-0" FIGURE INDICATES MAX.. HT.=12'-0" F ,^ SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & m: ' SHT. 29 FOR FREESTANDING evc I.C.C. E.S. EVALUATION DRAWN BY: K.K. GI I LIVE LOAD • PATIO COVER M MFG. BY: SHEET REPORT NUMBER DATE: '11123/202 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 & 30 pal DURALUM PRODUCTS, INC. 15 OF 30 ER -2840P SCALE: NONE I E BOBO TELEGRAPH RD., DOWNEY, CA 90240 70/90 FREESTANDING AND ATTACHED 110 9289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: K.K. & D.P. ff ---f_ 582 BOF -133" FAX:927-2509 foxen hotrtmll.eomi(gle)452-7021 0 01 & MPH FAX 403.1519 sales dunslum.com nm NO. ora:an4 NOTE: FOOTNOTE: "SAMPLE" 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM Q oZm REPORT NUMBER 70&90 MPH 9 FOR ATTACHED &SHT. 70&90 MPH ASS 70&90 MPH 14 OF 30 70&90 MPH 70&90 MPH FREESTAND ATTACHED FREESTAND I ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED (5621808-1337 FAX:927.250? loxen hoo"aN.eom 5 MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST G MIN. POST GOST MIN. POST pglNFTG . FJG MIN. POST G MIN. POSTPTYPE G MIN. FTG MIN. DST FTG MIN. POST FTG MIN. POST FTG MIN. POST 5 a Z SPACING SPACING SPACING SPACING SPACING F- 5 rn O (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-3" 2/7 F 22 A B 21'-9•. 2 0 G 22 p` 15'-7" 2 7 G 22 A 16'-4" 2 8 ( 23 A 13'-7" 276 F 22 AX 5' 13'-7" 12'-9" 2 7 F 23 A g 19'-6" 270 G 22 A g 14'-0" 277 F 23 A 14'-7" 27 G 23 AX A g 12'-2" 276 F 22 A 6' 11'-4" 11'-7" - F 23 B 17'-9" 270 G 23 B 12'-9" 2 7 F 24 B 13'-4" 1 28 G 24 B 11'-1" 1 276 F 23 B 7' 9'-8" 10'-9" 2 7 F 24 B 16'-5" 2 0 G 24 B 11,_D„ 277 F 24 B 12'-4" 2 8 G 25 B 10'-3" 276 F 23 B 8' 8'-6" 10'-0" 74 F 24 B 15'-4" 77 G 24 B 11'-0" /4 F 25 B 11,-6" & G 25 B 9'-7" %2 F 24 B 9' 7'-7" 9,_6„ 2 4 F 25 B 14,x„ z77 G 25 B 10'_5„ 274 F 26 B 10'-10„ 274 G 26 B 9'-p° Z%22 F 24 B 10' 6'-9" 9'-0" 2/24 F 25 B 13'-9" 277 G 25 B 9'-10" %4 F 26 B 10'-3" 24 G 26 B 8'-7'• %2 F 25 B 11' 6'-2" 8'-7" 274 F 26 B 13'-1" 277 G 25 B 9'-5" 2%4 F 26 B 9'-10" 23 14 G 27 g 8'-2" 22 F 25 B 12' 5'-8" 8'-2" 4 F 26 B 12'-7" 77 G 26 B 9'-0., 224 F 27 B 9'-5., 224 G 27 B 1 T-10" 2 1 F 26 B 13' 5'-2" 7'-10" 20 /1 F 26 B 12'-1" 23 /a G 26 B 8'-8" 20 / F 27 B 9'-0" 2s /4 G 27 B 7'-6" 20 /1 F 26 B 14' 4'-10" 7._7., 271 F 27 B 11'-7•, 274 G 26 B 8,4" 2%1 F 27 B 8'-8" 2%1 G 28 B 7'-3" 2%1 F 26 B 15' 4'-6" T-4" 2 1 F 27 B 11'-3" 2/24 G 27 B E'-0" F 28 B 8'-1" !%/1 G 28 B T-0" !9121 F 26 B 16' 4'-3" T-1" /1 F 27 B 10'-10" 74 G 27 B T_9 %i F 28 B 8'-1" %i G 28 B 6'-9" %i F 27 B 17' 4'-0" 6-10" 2 /21 F 27 B 10'-7„ %4 G 27 g T-7" 2 1 F 28 B T-11„ 2 1 G 29 g 6'-7" 2 1 F 27 B 18' T-9" 6-8" 1 9 F 28 B 10'4" 1 G 28 g T-4" 1 9 F 29 B T-8" 1 9 G 29 B 6,4„ 119 F 27 B 19' T-7" 6'-6" 1% F 28 B 10'-0" 2%1 G 28 B T-2" 1N9 F 29 B T-6„ 1 9 G 29 B 6'-2„ 1N9 F 27 B 20' T-411 6'-4" 79 F 28 B 9'-8" 271 F 28 B T-0" 1%s F 29 B T-3" 1%9 G 29 B 6'-0" 1%s F 28 B 21' T-2" 6-2" 1 9 F 28 B 9,-6„ 1 z 1 F 28 1 B 1%, F 129 g 1 T-1„ !%9 G 30 B 5'-11" 1v9 F 28 B NOTE: FOOTNOTE: "SAMPLE" DRAWN BY: K.K. FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = 12'-0" LOAD e PATIO O EM AS MFG. BY: SHEET SEE ALTERNATE FOOTING TABLESSHT. REPORT NUMBER DATE:/1/232002 9 FOR ATTACHED &SHT. POSTSPAGNGTABLE 701&0 FREESTANDING ASS 29 FOR FREESTANDING 14 OF 30 I.C.C. E.S. EVALUATION DRAWN BY: K.K. _J_FOX ENGINEERING INC.LIVE LOAD e PATIO O EM AS MFG. BY: SHEET _ REPORT NUMBER DATE:/1/232002 JAMESG.FOX,CIVILENGINEER POSTSPAGNGTABLE 701&0 FREESTANDING 10,20&30pnf DURALUMPRODUCTS,INC. [916)452-7021 14 OF 30 ERS 2840P SCALE: NONE E 8080 TELEGRAPH RD., DOWNEY. CA 90240 =TTI AND ATTACHED HORIZ. WIND to 288 ALPINE AVE., SACRAMENTO, CA 88828 REVISED BY: KK & D.P. (5621808-1337 FAX:927.250? loxen hoo"aN.eom 70.90 & 110 MPH FAX 403-1819 saleseduralum.com JDe "o. oraxm7,