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07-1663 (PAT)1 .t P.O° BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T-iht 4 4 4" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 07-00001663 Property Address: 53295 EISENHOWER DR APN: 774-085-015-3 -000000- Application description: PATIO COVER - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 2780 FL__ Applicant: Architect or Engineer: -----------------------------------------LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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. License Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I 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 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 ISec. 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.). (V_ 1 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.). I—) I am exempt under Sec. B.&P.C. for this reason Date: —© /— 0 ner: / 4"' 2ej � 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: LQPER1141T VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/06/07 Owner: GOMEZ ELEAZAR 53295 EISENHOWER DRIVE LA QUINTA, CA 92253 ( Contractor: Owner SSrrB: Sun►-� - StRE�N Sot.�l�rir�l5 37- 205 L.. F-gF'�tRo STJ Silr7'� f �r/i sa ADOiC'' t eW d7za// Af ------------------------------------------- WORKER - WORKER'S COMPENSATION DECLARATION 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 - - - - - - - - - - - - - - - -- -- - - -- Policy Number 14115 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 tha if I should become subject to the workers' compensation provisions of Section �/ 3700 of th abor Code, I�shall forthwith comply with those provisions. ae'te: (� :07 �� icant: 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 a county ordinances an tate laws relating to building construction, and hereby authorize representatives o is county to enter upoa above-mentioned property for inspection purposes. Date: .. ��_p'7 ignature (Applicant or Agent): Application Number . . . . . 07-00001663 Permit . . . PATIO COVER PERMIT Additional desc . . ."DURALUM" PATIO COVERS @ FRONT Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2780 Expiration Date 12/03/07 Qty Unit Charge' Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ----------------------------------------------------7----------------------- Special Notes and Comments (2)FRONT PATIO COVERS [8.5FT X 18.67FT AND SFT X LOFT] "DURALUM" ALUMINUM PATIO COVER.- ICBO ER 2640P. 2001 CBC. [THIS PERMIT IS IN RESPONSE TO CODE CASE #07-21731 ---------------------------------------------------------------------------- Other Fees STRONG MOTION (SMI) - RES .50 Fee summary Charged ---------- Paid Credited ------------------------------ Due ----------------- Permit Fee Total 54.'00 .00 .00 54.00. Plan Check Total 35.10 .00 .00 35.10 Other Fee Total 50 .00 .00 .50 Grand Total 89.60. .00' .00 89.60 LQPERMIT B`° # City of La Quinta Building U Safety Division P Permitft .O. Box 1504, 78-495. Calle Tampico La Quinta, CA 92253 -.(760) 777-7012 Building Permit Application and Tracking Sheet Project Address:' r7 ?,� 2 1i5156 �Z Owner's Name: 4 z.4A p z— A. P. Number: •74�L — Address: tj�j.2 S f l7r/��� Legal Description: City, ST, Zip. L Q Contractor:/( j(f fG l�� . • Telephone: — "' Address:" Project Description: City, ST, Zip: '�O �pj�Lj/• . Teltphoae: �s' �7.4 State Lie. # : CityTic# -Arch., Engr., Designer . t (y� - J L►rrCth D It S ' Address: sib o�. -itob�:�+ City, ST; zip: Telephone: " . Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person:. Sq: Ft.: #Stories: #Units: Telephone # of Contact Perso �% � Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE #. Submittal Req'd Recd TRACMG , PEWY11T FEES Plan Sets Pian Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan' Check Balance • y Energy Cales. Plans bieked up Construction Flood plain plan. Plans.resubmittedMechanical .0. Grading.plan ' Z°' Review, ready for"correctio issue O� Electrical A AS Subcontactor List Called Contact Person b Plumbing- Grant Deed Plans picked up S.M.I. p A.O.A. Approval Plans resubmittedGrading IN HOUSE:- Review, ready for corrections(ssne "Developer Impact Fee. Planning Approval. Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees. WWI.� �� TELEPHONE (760) 777-7012 FAX (760) 777-7011 OWNER/BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contracts are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012 FAX: (760) 777-7011 S -/6-c>7 OWNER'S SIGNATUREA ATE S-3 - 295- Q2-. LA QI%/NTA n,a. 9... 5'.3 PROPERTY ADDRESS ®%- ZI PERMIT NUMBER(S) M dSTCTION HOURS. ber 1E-April30 lay - Friday: 7:00 a.m. to 5:30 p.m. •day: 8:00 a.m. to 5:00 pxu ay: None rnment Code Holidays: None 1st - September 30th lay - Friday: 6:00 a.m.. to 7:00 p.m. 7day: 8:00 a.m. to 5:00 p.m. .ay: None rnment Code Holidays: None ,C $/ � 11 TICF- CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE—.By Z o r „ �v e� ►� c� r -Ir r post 11 LA WS r20.� i pou-s ` �a Construction is OT PERMITTED -- on the following olidays: New Year's Day Dr. Martin Luther i g Jr. Day President's Day Memorial Day Independence Day Labor Day i Veteran's Day Thanksgiving Day Christmas Day dSTCTION HOURS. ber 1E-April30 lay - Friday: 7:00 a.m. to 5:30 p.m. •day: 8:00 a.m. to 5:00 pxu ay: None rnment Code Holidays: None 1st - September 30th lay - Friday: 6:00 a.m.. to 7:00 p.m. 7day: 8:00 a.m. to 5:00 p.m. .ay: None rnment Code Holidays: None ,C $/ � 11 TICF- CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE—.By : "AN ADEQUATELY SIZED DEBRIS CONTAINER E R-2640 P IS REQUIRED ON THE JOB SITE DURING A LL GENERAL NATES AND SPECIFICATIONS:.~ PHASES OF CONSTRUCTION AND MUST BE ' 1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUALEMPTIED AS NECESSARY FAILURE TO DO So 2 NATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL ORMAY CAUSE THE CITY TO HAVE THE CONTAINER c TERrIELDANouLTIMATESTRENGTHs. DUMPED AT THE EXPENSE OF THE OWNER/ VALL NCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500' P.S.I. CONCRETE SLAB SHALL HAVE 312- MINIMUM THICKNESS AND SHALL BE IN CONTRACTOR. " CONDITION. OTINGS SHALL BEAR ON'FIRM NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL DESIGN VERTICAL SOIL BEARING PRESSURE =1,000 P.S:F. S. ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED, RUST43-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A-446, GRADE C. UNLESS OTHERWISE NOTED. S. 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 BOLTSSHALL BE 86LT 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. 6. 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 & 11.12. CONSTRUCTION HOURS Construction is NOT PERMITTED October 1st - April 30 on the following Code Holidays: Monday - Friday: 7:40 a.m. to 5:30 p.m. Saturday: 5:00 a.m. to 5:00 p:m. Sunday: None Government Code Holidays: None May 1st - September 30th Monday - Friday- 6.00 a.m. to 7:00 p.m. Saturday: 5:00 a.m. to 5:00 p.m. Sunday: None Gove; "n1ent Cosh' 1101idays: . Nome New Year's Day Dr -Martin Luther King Jr. Day President's Day . Memorial Day Independence Day >. Labor Day ; Veteran's Day ..: Thanksgiving Day Christmas Day NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS. OTHER WISE NOTED A REINSPECTION. FEE OF E30 WILL BE CHARGED IF THE APPROVED PLANS AND JOB CARD ARE NOT ON 'THE SITE FOR .A SCHEDULED INSPECTION. NO EXCEPTIONS! CITY OF L.A QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE % o_C BY-4� QF,0 ESS104t ,PMESG. F '9 +- 0 w NO. 21543 EXP. 9-30-2007 74' 0A MIX- .. OF INA-..OF CALIFOP� I.C.C. E.S. EVALUATION DRAWN BY: KK ENGINEERING INC. . LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: 'REPORT NUMBER DATE: 11/232M JAMES G. FOX. CIVIL ENGINEER O.Fox 10.20 & 30 psi` DURALUM PRODUCTS, INC. SHEET ER-2640PGENERAL SCALE:NONE . - 8060 TELEGRAPH RD., CA 90240 HORIZ WIND= 8269 ALPINE AVE., SACRAMEN70, CA 95826 1 OF 30 ' REVISED BY: K.K b D.P. 562 8061337 FAX:927.2509 foz Wo R.. 70, 90 & 110 MPH (916) 452-7021 FAX 403-1519 saies®dumhtm q0M 57.3- D15- t�- �sbv��ow� ATTACHMENT CHANNEL SEE DETAIL ALUMINUM ROOF PANEL SEE SCHEDULE -� FOR SPANS O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE - i VT SQ SCROLL POSTS 312" SLAB ATTACHMENT - MAY BE USED WHERE PERMITTED. --- SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING STRUrn ,- - SOLID PATIO TYPES DRAWN BY: KK ALUMINUM RIES . ROOF PANEL 4 SEE SCHEDULE O.K q� FOR SPANS O.H. V SES O.H. VARIES, SEE SCHEDULE 8 30 PSI SEE DETAIL FOR SPLICE 1NTILEVER BEAM (MAYN07-BE�aO :FOR 8060 TELEGRAPH RD., DOWNEY. CA 90240 ,ING 1 1? SO. SCROLL POSTS 12 312' SLAB ATTACHMENT MAY BE USED WHERE FAX927.2509 foxe"9@jo9aai.m PERM\ &D) SEE SCHEDULE COMPONENT IS INTER- CHANGEABL COMPONTENT.UNLESS OTHER ATTACHMENT CHANNEL SEE DETAIL — FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE ALTERNATE: SINGLE POST ANO. 215/3 EXP. 93a -2W7 OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST AND AT END BAYS NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ALUM DRAWN BY: KK "� S7RU ALUMINUM OF STRU ROOF PANEL O.K q� ROOF PANEL O.H. V SES SEE SCHEDULE FOR SPANS 8 30 PSI MAYTYOTBE��OS SEE SCHEDULE FOR SPANS (MAYN07-BE�aO SCALE: NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 I10,•20 HORIL WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 2 OF 30 REVISED BY: KJC 6 D.P. FAX927.2509 foxe"9@jo9aai.m &D) (916) 452-7021 FAX_40}1S19 saWs@&walum.00m O.H. SED ) OPTIONAL .0.K SPAN OPTIONAL-• O.H. VARIES. SEE SCHEDULE O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE OPTIONAL' CANTILEVER BEAM SEE FOR NAL' CANTI EVER B SQ. POSTS, SIZE VARIES _�1CYNG -�rOs SCHEDULE SO, POSTS, SIZE VARIES S�Sp{A EQU SEE SCHEDULE FOR POST SPAIMNG . T SpAGNG i 31 tr SLAB MAY BE USED ALTERNATE p0 ST SPq pN 3 12' SLAB MAY BE USED ALTERNATE 1 �STsp TO CONSTRAIN FOOTING, SEE SINGLE POST SEE SCHEDULE G TO CONSTRAIN FOOTING, SEE SINGLE POST SEE SCHEDULE �G SCHEDULE NOTE O SPLICE AT THIS SCHEDULE OT O SPLICE A IS POST DAT END BAYS. POST A ID AT END BPS. FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE EACH COMPONENT IS INTER - 12 x 9' STEEL ROD NOTE EACH COMPONENT IS INTER- 12 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION_ TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. I-$. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE LOAp= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 1123/!002 JAMES G. FOX, CIVIL ENGINEER lo(SU)SM1337 T : 8 30 PSI OURALUM PRODUCTS, INC. SHEET ER -2640P ' SCALE: NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240 I10,•20 HORIL WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 2 OF 30 REVISED BY: KJC 6 D.P. FAX927.2509 foxe"9@jo9aai.m 70, 90 d 310 MPH (916) 452-7021 FAX_40}1S19 saWs@&walum.00m JOB M. GF Z - Ml PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH . 12' HEIGHTS L 4f-- 7T .09R. (I.S.) 25" I I 6T T=SEETABLEBELOW 4-L�---t,40" 25• S r -1 f - �' '�-1 40. E UNMARKED RADII .06R 7r t.ta 11eo1" 2.46" 1.7(" .4C _ v TAe BELOW 40" 25 TW 38" 1.48 40" 35" 3.00" 4.50" 4.50" 4.50" 4.50" 3.0D Irr 7..11 725 7s 24.00" h m ALUM: ALLOY 3004-H36 OR EQUAL _- - --- - DRAWN BY: KK ALUM. ALLOY 3004-H36 OR EQUAL 24"TRI-"V" PAN 8" 1 "T' 70 MPH (IN.) SPAN I O.H. )-V S 90 MPH 110 MPH 12"x 3112"W PANEL Ll (PSF) PANEL r (IN.) 70 MPH 90 MPH 110 MPH "T" 70 MPH 90 MPH 110 MPH 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SPAN O.H. SPAN O.H. 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'-0" 2'-6" .020 12'-10" 4'-7' 10'-5" 3'-7" W-4- 2'-11" ..020 15'-9" 5'-" 17-9" 4'S 10'-3" 3-7" .024 Is -(r 5-7' 14'0 4'-8" 9'-0" 3'-0" .024 14'-1" 4'4" 13'-2" 4'-4" VY -T' 3'-8" .024 19'-0" 5L"15 -T SS t Y 6" 4'A" 032 1T -o" 5'-11", 1T-0" 51-8" 10'-O" 3'-0" :032 15'S" 5'-1" 15'S' 5-1" 15'-0" 4'-11" .032 20'-6". T-2" 14'-0" 5-1" it -2" 4'-3" .040 16'-7". 6-7 16-T 5'S" -16'-5" 5S .040 22'-9" T-11" 16'-5" 5'-9" 13'S" 4'48" 20 .018 9'-2". T-7' V-9'' 7-(r 8'-0" 7.6" .020 g-10" T.-2" 9'-10" 3'-2" 8'-4" 2'A" .020 12'-0" 4'-2' 1T-0" 4'-2" 17-0" -4'-2" .024 10'•8" 3'-8" . 10'4" 3'-4" 9-0" 3'-0" .024 11'-3" 3'-8" 11'-3" 3'4" 10'-7' T-5" .024 14'-0' 4'-10" 14'-0" 4-10" 14'-O" 4'-10" .032 13'-3" 4'-6" 11'-0" 3'-8" 10'-0" .032 12'-4" 4'-0" 12'4" 4=0" 1'T-4" 4'-0" .032 16'-0" 5-T' 16'-0" 5'-7" 16'-0" 5'-7" 12Z" .040 13'-3" 4'4" 13'-3" 4'-4" .13'-3" 4'-4" .040 1T-0" 5=11" 1T -O" 5-11" 1T-0" 5'-11" 30 .018 TS 2'-6" TS" 2'S" 8'-0" -16r' .020 8'-1" 2'-8" 8'-1" Zr 8'-1' 2'-8" -020 10'4" 3'S" 10'-0" TT 10'-0", 3'-6" 024 9=0' 3'-0' 91-0" 2'-11" 9'4" 3'-0" .024 9'-4" 3'-1" 5-0" 3'-1" 9.4" 3'-4" .024. 1T-0" 4'-2" 12'4" 4'-2" 170 4'-2" .032 10'-10' 3'-8" 10'-10" T-9" 1010 3'-0 .032 10'-10" 3'-7" WAD" T-7" 10'-10" 3'-4' .032 14'-0" 4-10" 14'-0' 4'40" 12'-6" 4-4- -4-EBO.F w ESQ. NO. 21543 i m .040 1 1'-8" 3'-1 0" 11' 8" 3'-10" 11'-8" 3'-10" .040 14' 6 5'-1" 14'-6" 5-1" 14.'.T S-1" DO'. 9-30-2007 .. I.C.C. ES. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11rz3l1002 JAMES G. FOX CMl ENGINEER to, 20 530 psi JPATIO DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE:NONE 9' 8060 TELEGRAPH RD., DOWNEY. CA 90240 PANEL SPANS HORI2.WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 4OF30' REVISED 6Y: K.K. a D.P. (562 806.1337 FAX:927.2509 f0xengQhdma8.o0m 70.90 a 110 MPH (916) 452-7021, fAX 403.1519 eaksQduralum.wm m "� cw¢�a PANEL FASTENERS 24" 24' TRI -N" PAN LL. PSa T0• MPH m MPH 10 #8 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. 30 #12 S.M.S. 012 S.M.S. 70/90/110 MPH --I .750° I-- .0754 12' HEIGHTS .880" 110.MPH .�Yv .1N #10 S.M.S. R8.250 OPT1X4 PRODUCTS ACRYLIC PER $12 S.M.S. I.C.C. E.R. 6411 OR EQUAL 012 S.M.S. SKYLIGHT DETAIL 1T' X 3 .1/Y" W VAN= LL- PSP io- MPH m MPH 110. MPH 10 #8 S.M.S. 010 S.M, #10 S.M.S. 20 010 S.M.S. #to S.M.S. 912S - 12S. 36 #12 S.M.S. 012 S.M.& #12 .M.S. NOTE FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER SCHEDULE OF ALLOWABLE SPANTFOR 8"x 2117 FLAT PANEL ADJACENT TO SKYLGHIT PANELS LL.= 8• PANEL SPANS !1.020' t■.024" t-.032' 1+.040' . 10 10'-2' 12'-9• 13'-4° 14'-r 20 W-10" i0'-3• 1 V-4" 120-V 30 r 1' 8'•4• e'-10' 10'-6• USE —W (1) SKYLIGHT PANEL PER (3) V ROOF PANELS W.C. E.S. EVALUAMON LL- PSF 70. MPH Do. MPH 110• MPH 10 #6 S.M.S. #10 S.M.S. #to S.M.S. 20 #10 S.M.S. #10 S M.S. #1'2 S.M.S... 8'S2112•.FLAT PAN W/(2) -VS 30 012 S.MS. 012 S.M.S. #12 S.M.S. W.C. E.S. EVALUAMON ORAYVN BY: KK MEENNG+ lJv6lWD • SHEET REPMNUMBER DATE.,IIM5/2092 wAEO CMLENOWEER 10.20630pd :LWLUMPR SOF3rosov. ER,2840P SCALE.NONQ smVELE-OOYYNBY,ICAWI . PANELFASTENERa HORR.WIND• BACR�V+ NM. CAOW6 REMSEDBY.KK6O.P. O6bt117 FAX. en•Rmm 7 916)432-7021 FAX 401.1619 Mb a�lmoom RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 90/110 MPH 121 HEIG TS ALUM. AOR LL3.0' ALLOY 3004+136 MAK 2' 6.5' .�� 8.0` 2' OF X42 ALUM. ALLOY 3004-1436�. ���eS G. 0 OR EQUAL ALUM. ALLOY 30D4 -H36 .024' -�4. .042' w NO. 21543 A OR EQUAL .032' .032" d7y CIVIL, r OFM 2 x 61/2" RAFTER DBL. 2 x 61/2" RAFTER 3 x 8" RAFTER L.L.= RAFTER -r 16" O.C. 24" O.C. "?^ 16".O.C. 24" O.C. 16" O.C. 24" O.C. (PSF) (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. (W.) SPAN O.H... ' .024 15'-(7' 4'-0" 14'-0" 4'-0" 024 21'4" 4'-0" 1T4" 4'-0" .042 21'-0" 4'0 21'0 4'-0" 10 .032 19'-0" 4'-0" 18'-0" 4'-0" .032 21'-0" NO 2(Y-2" 4'0 .024 10'48" 34" 9'-0" 3'0 .024 14'-0' 4'-0" 12'3" 4'-0" .042 19 6" 4'0 1T-1" 4'.0" 20 ,032 14'-0' 4'-0" 1T-1" 4'0 032 19'-0" 4'0 16'-6" 4'-0" . .024 8'-10" 3-0" T4" Yui" _024 13'-2" 410 low 3'3" -042 1T4" 4'-0" 14'-3" 4'-0" ' 30 .032 11'-10" X-10" 1d-10" 3'S' .032 16'4" 4'0 12'3" 4'0 TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) PROJECTION O.H. 6 7 8 ' 9 10 11 12 13 14 15 16 17 18 19. 20 21 O}i SPAN 0 3 4 4 5 5 6 6. 7 7 8 .8 9 9 10 10 10 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11 2' 5 6 6 7 7 8 8 9 9 10 10 11 11. 12 12- 12 )1 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 W SPAN + O.H. 5' — — — — 11 /1 12 12 13 13 14 14 15 15 15 'OL}6' — — — — 13 13 14 14 15 15 16 16 .16 7' — — — — — — — — — 15 15 16 16 17 17 17 NOTE TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 8' — — — — — — — — 17 17 ' 18 18 18 9' — — — — — — — — — — — — — 19 19 I.C.C. E.S. EVALUATION DRAWN BY: KK. FOX ENGINEERING INC. - LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11832002 JAMES G. FOX CML ENGINEER 10, 20 d 30 ps/ DURALUM PRODUCTS, INC. ER -2640P SCALE:NONE R 8060 TELEGRAPH RD., DOWNEY, CA 90240 WAFTER SPANS HORQ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 SOF30 REVISED BY: K.K 8 D.P. (562)80r,1337 FAX -W-2509 foxengQlwtrna8,aom 70, 90 d 110 MPH (9161452-7021 FAX 403.1519 salea(�diaatum,00m Joe M r�=. COLUMN / POST TYPE OUNT ATTACHMENT DETAILS USE 2 EA. 6" APART MAX. PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE 11R32002 JAMES G. FOX CML ENGINEER . COLUMN/ T0, 20 8 30'pz/ 1.50" 1.50" --� 3.00"sa. 032" oza^. axlosMs @za"o.c. .00"SQ. I-- 1.Oa(` j 3.00• sa. .xc=.laa" 8269 ALPINE AVE, SACRAMENTO, CA 95826 F EA SIDE 562 806.1337 FAX927-2509 b o.00m 70.90 6110 MPF4 xt 250" .28" 3 6.5" O .075^ I "SQ.xt=.188"3"uM. kt 14"R u^SOxt=.18a^ TYP. .048"STEEL 024' 26" O O 3.0 4.0' OR 5.0" 1 A 1 \J O W8" PLASTIC PLUG TWIN POST 3" SQ. ALU POST 3" SQ. ALUM. POST 1. ALUM- POST. MAG. POST SQUARE 1.5" SQ. ALUM. POST LTH SIDE PLATES ALUM: AL 6 )3YSQ- �J p UM. ALLOY'3004=H36 3" SQ. STEEL POST 3" SQ. ALUM. POST . STEEL POST'' ASTM A653 SS GRADE 40 ALUM. ALLOY 30 - ALUM. ALLOY 3004-H36 ALUM. ALLOY 6063-T6 .. ' USE @1 `50" JL ALUM. ALLOY 0" OR . 20' BRACKET 6063 TS 8O1 POST IS 9"LONG OR (2) EA.. ' 1.375" •56' 2FLANGES AT 1 10S7/16"HHOLE 0' 21/8" APART 50" 1'50" .75" 0 R0OLL ORM . ASTM 653 SS GRADE 40 STEEL 0620 " (d� RAIDEDp 75' BASE FLARES 1.60" TO 3'WIDE EA. INSTALL WASH. TE TYP SDE OF FLANGES 1-1/Y' SQ. x 3/16' USING 1.50 USE FOR 3' 17F4lLlI-7/i9'0HOLE IN'110MPHWIND EA INSTALL WASH. PLATE ,070"TYP. s MATERIAL: 15/x 5/16"x 5 W WHEN USING IN 3004-H36 ALUM. @ ROLLFORM 110 MPH WIND AREA X 2-5/16"0 HOLES & 2-318• HOLES TYP..EA: SIDE 6063-T6 ALUM. @ EXTRUDED .070" BRACKET FOR 3" S "U" BRACKET ALUM "T" BRA STEEL •T• BRACKET 2 1/8' 2118" 'U` BRACKET 112'SO. POST 7� 1A) 1 t I W/4410 SMS OR POSTS SHOWN 1- 11410 M.B. EA ' 1 POST, lC MIN. FROM ' 1 2" 'T' BRACKETCENTEROFBOLT @ 3'SQ. POST W/O END OF POST (2).#10 SMS EA TGA PL (.18') SIDE OF POST OR 11/16'0 ROD 3116• 114" M.B. THROUGH 1040 STL POST 120' AUGER PARTS PAINTED 1 1/2 TWIN POST:"RUST-O-LEUM" (};. OR EQUAL OR HOT DIPPED GALVANIZED 'ORELECTROPLATED PER POST(2 TOT.)7GASTL. t2k212' 3"SQ.POST BRACKET.L7: (1}1/4"0 ME. ASTM A36 GFESSIo 4" DIA 9 GA PER SIDE (2 -TOT.) Es D -F ASTM A 36 HELIX pIOTE-x7GAL PLATE NO. 21541 SINGLE PASS WELDED MAY BE USED WITH EXP. 930-2007 * 1 t/2"SO. TWIN POST AUGER ANCHOR OR 3 SQ. ALUM. POST 'RUST-O-LEUM' PAINTED ' 8-0T Crvn. �r. _ ONLY. NOTE: EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED . EOSGALccc�' STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED . I. ,FF MNC RI AR Df1QT CDACINC TARI C CnD CDAt-IMC STEEL FOOTING L J I.C.C. E.S. EVALUATION DRAWN BY., KK FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE 11R32002 JAMES G. FOX CML ENGINEER . COLUMN/ T0, 20 8 30'pz/ DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE: NONE 8 8060 TELEGRAPH RD.. DOWNEY, CA 90240 POST TYPES HORV- WIND" 8269 ALPINE AVE, SACRAMENTO, CA 95826 F REVISED BY: KK Q D.P. ' 562 806.1337 FAX927-2509 b o.00m 70.90 6110 MPF4 (916) 452-7021 FAX 4011519 sWn@( gdtr .mm sae x0 I.C.C. E.S. EVALU) REPORT NUMBER ER -2640P DkAWNBY.KK DATE: 111232=. SCALE:NONE REVISED BY: K.K. 8 D.P: SEE VARIOUS RAFTER DETAILS 2.1119r OR 1 1/8" FOR 6 1/2' RAFTER & (I 11T SQ. LATTICE OR 2" W= 3 1/8" OR 2 7/8" FOR 8" RAFTER. @ 3-O.C. MIN ."U" BRACKET -GENERAL . & rO.C. MAX. LATTICE TO RAFT. FOX ENGINEERING INC. LIVELOAD, PATIO COVER SYSTEM AS MFG. BY: IP JAMES G. FOY, CIVIL ENGINEER' 10, 20.& 30 psf DURALUM PRODUCTS, INC. SHEET BMTELEGRAPH RD.. DOWNEY. CA 9W40 BEAM TO POST HORILWIND= 8269 ALPINE AVE., SACRAMENTO, CA 9SB26 12 OF 30 ":T� 562 .806.1337 FAX -M -25M toxeng@hotmg.wm .70,90&IIOMPH (916) 452-7021 FAX 4011519 nf�@dmfumxmn IM M. GFCZWI BEAM TO -POST CONNECTION -DETAILS' ONAL DECORATIVE FASCIA (WOOD, ALUM. OR HAROBORD) BRACKET AT EACH 1 Irr SO. POST ALUM. x080' ALLOY 30044136 10 S.M.S. EA. SIDE (4) -TOT. EA_ SIDE (4yTOT. 2-gioxiOS.M.S.AT EACH POST S _ Top & BoTr. (2) TOT #10 S.MS. TOP & BOTT. (2) -TOT. 2-m x vr s.M.S. EACH SIDE OF 3- ALTERNATE: #,o x lar S.M.S.s-m o #10 x 11T TOP r) SO. POST (4 -TOTAL) ALTERNATE: 114'0 SOLTWIWASHER 114*0 BOLT AND WASHER ON CENTERLINE AT & BOrT. (2yTOT. & BOTT. (�Y%TT-p 1/4' EA SIDE OF 3"SO- POST EACH POST. ROOF PANEL 47 • 6`11 PLAN OF Bf ACKET T 47 ROUPORMED OR 0 v. EXTRUDED GUTTER FPSCIA. ALUM. BRACKET — — 3' SO. POST iI10 S.M.S. @12'O.C. 2.35' 2• 1• 6125¢k 7� .0241FLAFTER 2-#10xl/r.S.M.S EACH SIDE OF3* FRONTFACE OF�ASCIA SCL POST (4 -TOTAL) ALTERNATE: 1/4'0 BOLT WIWASHER EA-SIDEE TSo.POST LOCATION.OF I ilr SOL POST PER =SUPPORT) RAFTER "TAIL" TO GUTTER (2W2 S.M.S. (2 R SUPPORT) ,Fq TO FASCIA. GUT -TER FASCIA 3.00* — 31 SO, POST OR 240' MAG BEAM 3 -SQ. sTL. BEAM 3SO. POST 14 GUTTER FASCIA MAG BEAM 3• S2 POST .040- Ca-) 6063=T6 3"SQ., DTL. BEAM ALUM. ALLOY 3004-H36 112 .0 40'3004-H36 ALUM. 1.50' TYP. ,,OSS f 821543 1:501 21# 2" 1 1/2" -.I,. N. EW. 9,10-2= 8" SCREWS NOTED IN DETAIL yl f TO BE @ CENTERLINE [9=0 6' MR. c 1/2" MIN. EDGE DISTANCE, TYP. ,--FASTENER, 1 1/2" SQ. OR 2" LATTICE 1/2" MIN PER DEATIL TUBE x 2"SMS (#8 OR 21/2", TYP. I.C.C. E.S. EVALU) REPORT NUMBER ER -2640P DkAWNBY.KK DATE: 111232=. SCALE:NONE REVISED BY: K.K. 8 D.P: SEE VARIOUS RAFTER DETAILS 2.1119r OR 1 1/8" FOR 6 1/2' RAFTER & (I 11T SQ. LATTICE OR 2" W= 3 1/8" OR 2 7/8" FOR 8" RAFTER. @ 3-O.C. MIN ."U" BRACKET -GENERAL . & rO.C. MAX. LATTICE TO RAFT. FOX ENGINEERING INC. LIVELOAD, PATIO COVER SYSTEM AS MFG. BY: IP JAMES G. FOY, CIVIL ENGINEER' 10, 20.& 30 psf DURALUM PRODUCTS, INC. SHEET BMTELEGRAPH RD.. DOWNEY. CA 9W40 BEAM TO POST HORILWIND= 8269 ALPINE AVE., SACRAMENTO, CA 9SB26 12 OF 30 ":T� 562 .806.1337 FAX -M -25M toxeng@hotmg.wm .70,90&IIOMPH (916) 452-7021 FAX 4011519 nf�@dmfumxmn IM M. GFCZWI