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11-1306 (PAT)P.O. BOX 1504 ' 78-495 CALLE TAMPICO LA-QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Tjhf 4 4 Quha BUILDING & SAFETY DEPARTMENT BUILDING PERMIT t11-00001306 51405-CALLE'ILOILO 770_164-020_8 _000000_ r PATIO COVER - RESIDENTI MEDIUM DENSITY RES y] r 2926 ill Applicant: Architect or Engirt, eer: ------------------ LICENSED CONTRACTOR'S DECLARATION �� 1 11 5EC 7 2011 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. /License Class: C51 C8 License N : 937811 /Date: /2-.7-1ntractor. " 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 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The 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.). (_ 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.). (_ 1 I am exempt under Sec. , BAP.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: iL7PERMIT Owner: RON GAUNCE 51405 CALLE ILOILO LA QUINTA, CA 92253 Contractor: VALLEY PATIOS 37897 CHESTERFIELD STREET BERMUDA DUNES, CA 92203 (760)534-4634' Lic. No.: 937811 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/07/11 ----------------------------------------------— . 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 1 should become subject to the workers' compensation provisions of Section 370(;,.,ahe abor Code, I shall forthwith comply with those provisions. 7.t licnt: WARNING: FAILU E 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 representatives offth'i� county to enter upon he above-mentioned property for inspection purposes. o Plate: t � It nature (Applicant or Agent): i Application Number. . . . . . 11-00001306 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10. Issue Date . . . . . Valuation . . . . 2926 Expiration Date 6/04/12 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ---------------------------------------------------------------------------- Special Notes and Comments INSTALL -220 S.F. SOLID ALUMAWOOD PATIO COVER. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES 2.93 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 3.93 .00 .00 3.93 Grand Total 93.03 .00 .00 93.03 OPERMIT ,#Bin .. 0. City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 BuildingPermit Application App cation and Tracking Sheet ' Permit # 11' Project Address: 51 6 !:�0' /p Owner's Name: A. P. Number: Address: Legal Description: Contractor.Telephone: a � D 5 City, ST, Zip: . 0L,,., 't?R f ceq >:�.�. k �..x.• ?�.,�: ,�. �— �� ,� � f Address: 3-7 UT C' l e5,4"C./ Project Description: //L / / WJl►8 City, ST, Zip: " f o CQ-- 01 ZZZ.e) 3 Q % Z Telephone: `Tco S3LJLJb344•> 1,:f7 .., i:.:<>.y,, State Lic. # : 2j;7 (3 0 City Lic: Arch., Engr., Designer: Address: City, ST, Zip: Telephone:esti. ;, .... , a: c_A is�:•� '�.�a> State Lic. #: a Name of Contact Person: ~ `LI F-7 SI -0-41 Construction Type: Occupancy: proect circle one): NewAdd'n Alter Repair Demo Sq. Ft.: Z� I #Stories: #Units: Telephone # of Contact Person: — L4 % Estimated Value of Projectt `y -2,C)0 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Pian Check Balance Title 24 Cafes. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionsRssue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''d Review, ready for correctionsPissne Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. 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MA7CIMlTJdf BUITIC AVERAGE ITIS' IIIIIIIIIIIIIIIIIIIIII c s B MINIMUM=GOVEl -1 XB' Illlllllllll�llllll'I IIID ��I C LEA_STBUILDING— III �IIIIIIIIII�III!IIIIIIItlIIIlllllll IIIIIIIIIII IIIIIIIIIIIIII N N Y _N ROOF B_€gMS=CONTVNLIR ONE IN�T1E ,,1 SUPPOR 11 O L $ ALL_BE SPLICE�I AT THIS COLUMN. BEAMS_�NTINOUS OVER,�3 OR MORE CO NS DO NOT REQUIRE VWV SPLICINDEC G IIII�Dh' II VIII"°'� _ � IIIIIIIIIIIIIIQI@��IIIIIIIIIIIiIIIGIYIIi' IIIIIIIIIIIII�I�IIIII�IIIIIIII I'��� �---�� BY ��=� � a�llllillllllllllilllllllllllllll�ll�l�lll IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIII THIS No. 1�16-0395 - -_ ,pll .. DATE 4/282017 ...: ...... DRAWN BY E.N. III II_ TOM CAMPBELL 8 ASSOCIATE$III INC. IILE: N = COMMERCIAL—f. 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Y: IU1[{'►LIiIYI i-iCVuu 1 Illlllll�ll�ullll llllll VIII Illy I = - (III��IIII I III, 111 III = - - = li IIIJIIIIiiilllllll VIII III -= GENI�IRAL N -- -VMS- ES�I��III llll�lllhlllllll�l��lll I I���III - '''Illlulll I II I�11j11���� ' R GOYS NINGIICODIId -__ I �I - _- 1. THEIII[IESIGN CO I H THE 2008INTERNATIOOJfl4l�LDING CODEi 20094 INTER �SIOD5ENTIAL CODE, 201QJNIA BUILDING'+&!RESIDEGSAND OTH TERNATI LUMIUMI IIIIIIQ- b HEIII�I, I I,...,1VII1- �TIII�II IIL, II�II� ���� DRAINING NOTES . - 2. ALLi II , I I (TY III „,,.II, I °I ' I i NITIFIED{I I IITEMS,PERT ANI �IFC�HR ANI ENTIFYING TINGNTHEINAME,IAND A N� „ THE MANUF�C URER _ _. __ DSLD ENCIO$ABILI IIIIIIIIIIIIIIIIII I 3 3. EACHIIIINSTLLAT 4. 'TtiEIIDRAWINGS I fICATIONS_SHQWN REPF_ENLE FINI$IIHEDI SII„ITRISCTUR , II OTHERWISEJVO_TED, AN�_O_N _ INDICATEIjTHEIIMETHO 1I QRUCTION=FHE CONITRACTOR SH RVISE AND DIRECT THE CC D SHALLIBE SOIIELY RESP FOR ALL-CONSTRUCTJO METHODSIIVTECHNIQUES;� NCES AND_PRQCEDURES. 5. THEIIIAPPROVED SET DRAWINGS AND SPECIFICATIONALL BE KEPTIIAT THE JOB SII YJD SHALL BE AVAILABLE TO TtBEUTHORIZED REPRESENTATIVE°(1F THE BUILOINNN AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 6. ANpAITTACHED PAT I �R MAY BEISECURED TO A -T G CONIGRIIE fEISLAB PRO E SLAB.IS 7- EAST 3 1/22 THICK AND 'IS'LOCATED I ITH A FROST DEPTH OF ZEROIII ANIMAXI I {�I a I N LOAD=OF_75Q-POUND 111IIIIIIIIII, II�;I,IIIIIIIIIIIIIItllllillll I�I II - _ pIIIIIIIQI, IIII I ui IIII „I Et�O = _IFA I EO AS ' I I PO bNLY WHEN LOCATED REAR tTH AII,FIIIROSII IIIIDIIIIEVIPTH OI RO II _ 9. 20 POUNDSIPER UAR T L L AND GREATER MAY BE $ MERC AL 8 US - 10.'IDESIC%NIILOADS IINS ARV ACGORDAtfE�INI[!C SECII10nIS�I11180 .3,1 8 �� 13111 I� = �II�II P ��IIIIII�IIIIIIIIII',II IIP u 1111111 u - uIIVIV - IIIIIIIIII IIIIII __ DESIGN(°CONSIDERAtt ' 911 -- I IPdIuPJlll I I Q IIIIII I IIIIII91III,IIi IIh IU Ilullllll 11. MINIMUM!'ROOF S„ „ I SOLID ROOF PgNELS: 1_ G1� FOOT,,, IIIIIIIVIIIIIp IIII IIIIIIIIII II - _ I III IIIIIIIIIII 'III III IIIIIII I) _ 12. MINIMUM!IPATIO : BO SQUARE FEET.- ll IIIIIIIIII Illumwullllllllllll I III = = I� I II II �� 13. MINIMIJMSIZE OFROOF ORHANG AT A < - OVERi15011SQUgRE FEE �I a ���IIIIIIIIIIIIIpI�I� �0 �� l- II I _ ��IIIIIIIIII 4_ - IIIILIIIJI IIIIIIIIIIIIIIII -_ 14 COVERS ARE DESIG "RIDGED BUIL-DINGS" AS DEFINED IN ASCE/SEI_-- „I , N - �= , Ill I ni ul �-- Il ill pll l'II IIPI'll' 15 GOVERSIISHALL LLED IN AREASiNEAR#�l€6-6ES ANDIIESCAR„PMENT1I ED IN A$CEISEI 7, SEC_N �Illllllllllilllllllllllllllllllllllllllllllll II II IIII - ' 16. THEIiFREESTANDI ACHED SOLID AND LATf}i1tO COVERS NOTED HER SIGNED AS_OPEN STRUM£�N ACCORDANCE, �1 IIISECTION:B- EXCEPTIWHERE NOITRINES REPORT_11III -=, 17. THE RATIO H/P PAR MEAN ROOF'HEIGHT H = -1VI I _( ),(, F� DED BY THE PATIO COVER ROJECTION OR WIDTH (P, FT), SHAI�NOT EXCEED ONE (1). - 18. THE RAITIIIO (UP), PATIO ' ER LENGTH FT.) DIVIDED B�TI�E PATIO COVER'�PROJECTIO WrDTH {P_FT) SHALL NOT BE.L EOTHAN ONE (1);C'I'lltllli w; ,aIIIII IL.'" 1 III __ _ r. ' IIIIIIIII j MATERWLIQI IIPECIFIC l ` IIIIIIIII (IIIIIIIIII I 1 = ! (!III IIII IIIIIIIIIII IIIIW I ����, _ _- IIIPIIPIII�IIII��IIIII!IIII II ,IIIIIIIIIII I�VdIIIdIIVll�illlllllll 19. BEAMS,(L BE S L Q INu ERTHE CENTER SUP'IT 20. �3TTL-0F A THREE(POST CONO ALTERNATE ALUMINUM YS MAYBE SUBSTITUTED FOROSE SHOWN, PROVIDED THEY REGISTERED -WITH THE ALUM( i�UM ASSOCIATIONIgND HAVE EQ OR GREATER YfILO AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSFIFT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT-OIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM T 853 GRADE 40__ lnlllillllll Itllllllllh Illll,llh I I �-- IIIIIIIIIIIIIIIIIIj'IIIII!IIlII II III III - ' BE`IN3TALLRS: a LTS SHALL BE 2024-T4 ` LTS SHALL BE ASTM A LTS SHAL }(AVE STAND PLATEDIIWASMERS. WO G SCREWS ARE,REQUIR „i ED IN ORDANCE WITH THE NATIONALAA7ESIGffSPEC1FICATION II I - _ IIIIIIII�IIOuI it pm u 24.FASTERNE 25.' IEIPOST (NST��{,{{���pRS CITED_1N THESE CQ ON DQCUMENTSISH S WEDOEO�T+ STA9N5 # L (ICC ES,IESR•2526 FO WTE AND FOR:MASONRY) 28. A1L1119j1CREWS AR�E:FIINDIRILLING SDS> 0R=5HEET ►v1E glp,li. I1 1y"I = - --� ailll "IIiIIIIIIIIIhIIIIIIIIIN IIIII111111 IIII' - - { ) OREWS (SMS) IN CONFORtvt E�H ICC ES ESR 1978 OR APhRBVE9 EQUAL h ����\Y\\h 27.ITHEpITABU) TEDIf1}Y(p I ,I�OUIJMt SPACING WHEN E i ON AiCONCRETE SLABIM II�VNAIIfE[J TO USE_WI:TH-RESIDEN �JL 31 COVERS ONiY!IIIII IIIIIIIIIIIIIIIIIIIIIIIIII I"" �AIG111�.. o 29. 20 TO _.__- -- '..C-..___. i lig -. i1I' ni .I �"- ••r- v CEE EOO S^R�.M�� qHALL, RD illlllllllllllllllllllllllllllllllllllllllll -ES�IIIIIYY t N RrElRTESR 2236. -=;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'llllllllllllll IIII II II I'' I IIV'RIIIIII )R APPLICABLE q li II I I I F = II THOMAS 1. J CONDITIONS IIIIIIIIIII II III �"� IIIIIIIIII IIIIIIIIIIIIIIIIII 1111°'dl ICAMPgIE�"�.-- - I IlVillllllllllll 'IIIIIII �I EXPOSO t�RE' _ I, II Illlllup`;��illllllllIIIIIIIIIII�III�I � - - IIIII�I��III@IIIVIIIhIII�I�� '� I �III��I3=_ lllllllllll _ III�,III Ex� _ PH =-110 MPH n uij XP EXP 9 EXP. _ - I�IIIVIIIIdIIVIIIIdIIVlllll�llp,IIIIIIIIIIIIiIIVIIICIilllllllliti G . - •.,; oft 0 90_. 0.7 IIll'l�l�ll!�IIIIPIIIP�IIIIII�IiIIIIIP�lllllllh �IIIIII�N*ROWW4 100 1.% 0.90 l II O 1$_ = ' ' III , � � '1�Iliii�GIIII'IIIi�fIIVIIIIIiIIIIVI���II� ���•»••�- 00 1.0 _ �I�IIII�i�iIiIIViIIIIiIllliliGil�l�li IIII I IIIIIIIIII I II� �IIIIIII�IIIIIIIIII�II�II� I -- �Jllul I NOTES ALL COfvIPONETS ARE INTERCHANGEAB UNLESS OTHERV CA __ I�I��IIIIPJ�IIIPIPII!IIIIIPII�IP� (ISE NOTED ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS 0. "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE PO, * Sq. POSTS, SIZE VARIES SEE *SEE SHTA S FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X6 1/2" SIDE PLATES. SOLID PANEL TYPES >HE pRaEn OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ATTACH ENTSLLAB ALTERNATE MAY BE USED SINGLE POST SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' SPLICENOTE: NO OIS S AND END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOW` TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OF.;rJON ALUMINUM . LSNGTHOFS ROOFN OC 72//ZE TRU SEE SCHEDULE V �1E8 FOR SPANS 0. S "O.H ' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE 1°OST OPTIONAL: CAN EVER SQ. POSTS, SIZE VARIES SFE SC PACING SEE SCHEDULE FOR HED(,LES POST SPACIN 0,}I ALTERNATE: ?S 31/2" SLAB SINGLE POST OF SPA MAY BE USED SEE SCHEDULE TO CONSTRAIN NOTE 40SPLICEATTHIS FOOTING, SEE POSTj 4D AT END BAYS. SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER - TYPE BEAM CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ING W/CANTILEVER OPTION ATTACHMENT CHANNEL ALUMINUM SEE DETAILS — ROOF PANEL MIN. 0.25' SLOPE PER FT. SEE SCHEDULE SEE SCHEDULE FOR SPANS DATE: 412612011 SCALE: NONE P1 s O. 'O.H.' NOT TO EXCEED 250/6 •o p OF SPAN SEE DETAIL FOR SPLICE RANCHO CUCAMONGA. CA (951) 741-2107 POST D AT END BOYS. SCHEDULE. Posr FOOTING WHERE REQUIRED SEE /NC * SQ. POSTS, SIZE VARIES SEE SCHEDULE FOR FOOTING CUBE SIZE Cc 7]yE PRO �\ OPTIONAL: CANTILEVER SEE SCHEDULE FOR PO$j SPACING 2598 OF" S ATTACHMENT ALTERNATE: MAYBE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE SPLICE AT THIS MAX. HT.= 12' LOOSREALND AT END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE ESc�+ Q �R FOOTINO CUBE SIZE NOTE: EACH C CHANGEABLE' COMPONTENT Y p� ATTACHED MULTISPAN W/CANT MIN. 0.25" SLOPE PER FT, "O.H:' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SO. POSTS, SIZE VARIES Is r " , TOM CAMPBELL 8 ASSOCIATES, INC. °< RADASI. N 0 SEE SCHEDULE a _0 DATE: 412612011 SCALE: NONE P1 s TO CONSTRAIN /--,CIVIL •o p O SPLICE A THI5 SEE SCHEDULE FOR P!)ST SPACING I� 3 1/2' SLAB ALTERNATE: I SINGLE POST TOM CAMPBELL 8 ASSOCIATES, INC. '" ' OFSP C 11 LOAD= MAY BE USED SEE SCHEDULE IAPMO ERA 0195 lREVISeDFry. DATE: 412612011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING TO CONSTRAIN 10.20830 psf NOTE O SPLICE A THI5 FOOTING, SEE RANCHO CUCAMONGA. CA (951) 741-2107 POST D AT END BOYS. SCHEDULE. 2 OF 33 FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILFVFR OPTION DRAWN 97 E.N.LIVE TOM CAMPBELL 8 ASSOCIATES, INC. LOAD= PATIO OVER SYSTEM AS MFG. BY: IAPMO ERA 0195 lREVISeDFry. DATE: 412612011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLD) PANEL STRUCTURES 10.20830 psf DURALUM PRODUCTS, INC. RANCHO CUCAMONGA. CA (951) 741-2107 HORIL WIND - 90. 100 8 110 MPHSHEET 8288 ALPINE AVE., SACRAMENTO, CA 95828 (818)462-7021 FAX 403.1619 salea(ddwalian.eom 2 OF 33 RAFTER. SEE TABLE *SEE SHTA S FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X6 1J2" SIDE PLATES. FOR SIZE AND SPACING OPEN LATTICE TYPES 7> NOTE: THIS OPEN LATTICE. PROJ.-TYWESTRUCTURE �' PRa' SEESCHEDULE �SUr�Oj'1'O MAYMTBE COVERED. SEE SCHEDULE MAX. O.H. 26% OF SPAN �• .ANDSPAC NOI LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES SEE DETAIL \ 712• ELAS ATTACHMENT NOTE: EACH COMPONENT IS INTER- MAv eE usED WHERE CHANGEABLE WITH ANY OTHER SF r PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. Srgg� SEE SCHEDULE N SEE SCHINGED. WHERE OO TING C _y. •' SEE $CHED. FOA FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER Q NOiE: THIS OPEN LATTICE -TYPE STRUCTURE SCALENTS MAY�LBE COVERED. f TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE-, /r ll' LENGTH OF STRUCTURE VARIES COMPONENT IS INTER - WITH ANYIDTHER r UNLESS OTHERWISE SHOWN. lei PIE 'IF" ATTACHED MULTISPAN 3 1 �SnNo POST WITH SIDE PLATES Yk SEE DETAIL E MAS I. �°.° Q�� ILL �c> ' ml NOTE: THIS OP E- 1 MAY NO V%RED: --� � `C RAFTER SEE TABLE MAX. PROJ. Tf MAX. PROD. �-r -V 0 FOR SIZE SEE SCHE E NOTE: TH190PEN LATTICE -TYPE STRUCTUR SEE SCHEDULE AND SPACING MAY COVERED. / FAFTEK 9 rJ'Lhrry; • •. c ° O. , • FORS ZE TABLE 2S%F SPAN �^ IJ P C l_� g'��� LENGTH OF STRUCTURE VARIES SEE LENGTH OF STRUCTURE VARIES r I' 9 12- SLAB I S T SEE POST DET IL MAY BE USED NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN CHANGEABLE WITH ANY OTHER sFFr FOOTNG,SCHEDULEE G MAYBE USED COMPONTENT UNLESS OTHERWISE SHOWN. 'le<F NOTE: EACH COMPONENT IS INTER- r TO CONSTRAIN SEE CHANGEABLE WITH ANY OTHER SFF OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. rqe� SCHEDULE SCALEFOOTING WHERE REQUIRED: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "GI' FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN I TTICF STRI iml IRF DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC: LIVE LOAD= PATIO COVER SYSTEM AS MFG. Y: IAPMO ERH 0195 DATE' 4282011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING1 OPEN LATTICE 10, 20 8 30 Ps1 r DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (981) 741-2107 STRUCTURES HORI2: WIND 90,100 d 110 MPH 8289 ALPINE AVE. SACRAMENTO, CA 95828 SHEET 3 OF 33 (818)462-7021 FAX 4031819 aslesQdwalum.aom SOLID PANEL SPANS FOR COMMERCIAL & �� X11". 90/100/110 MPH EXPOSURE B & C .09R. (I.S.) .25" ALL UNMARKED RADII .0 2.5" ALUM. ALLOY 3004.138 OR EQUAL • . THOMAS I. CAMPBELL Qg X1) 9 mrkvl NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. iQwpfESSI F' No, 3TD48 A 6" x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW) 8" x 2 Y" FLAT PAN (SEE NOTE 1 BELOW) q) L.L = PANEL -r 90 MPH SPAN 100 MPH SPAN 110 MPH SP (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP (IN.) 020 EXP.0 EXP.B 12'-i" 12'-1" 12'-1" 11'-7" 018 12'-5" 12'-5" 11'-1" 11'-1" 10'-1" 024 12'-5" 13'-1" 13-1" 13'-1" 12'-11" 10 13'-4" 13'-1" 13'-1" 13-1" 12'-4" 12'-4" 11'-2" .032 15'-3" 15'-3" 15-3 15'-3" 15'-3" 15'-3" D24 15'3° 15'-3" 15'-3" 14'-5" 14'-5" 13'-9" .040 17'-3" 17 -3"1 i'-3" 17'-3" 17'-3" 17'-3" D32 1T-4" 1T-3" 17'-3" 17'-3" 16'-5" 18'-5" 020 10'-0" 10'-o" 10'-0" 10'-o" 1 o' -o" 10'-0" 040 19'-7" 10'-0" 10'-0" 10'-0" T-5" 9'-5" 8'-9" 024 10-10" 10'-10" 10'-10" 10'-10" 10'-10' 10'-10" 20 IO' -10" k 10'-10" i0'-10" 10'-5" 10'5" 10'-0" .032 12'-7' 12'-7" 12'-7" 12'-7" 12'-7" 12'-7" .020 12'-7" 12r 1.2'-7" 12'-2" 12'_2" 111-8" .040 14'-3" 14' 3" 14'-3' 14'-3" 14'-3" 14'-3" .024 12'-7" 14'3" 14'-3" 14' 3" 13'-9' 13'-9" 13'-3" .020 T-8" T-8' 7.8" 7 -8" 7'-8" 7'-8" 032 14'-3" 7'-8" T-8" T-8" T-5" T-5" 7'-0" 024 141-3" 14'-3" 13'-10' 9-5' 9'-5; 9' 5" 30 16-2° 16'-2" 9'-5' " 9'-3" 9'-3" 9'-0" 032 10'-11" 10-11" 10'-11" 10'-11" 10'-11" 10'-11" 018 8'-11" 8'-11" 10'-11" 10'-11" 10'-9" 10'-9" 10'-0" 040 12'5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" .020 9'-7- 12'-5" 12'-5" 12'-5" 12'-3" 12'3" 11'-11" NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. iQwpfESSI F' No, 3TD48 A 6" x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 SCALE: NONE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENCIINEERINO PANEL SPANS L.L.= PANEL"T" 90 MPH SPAN I 100 MPH SPAN I 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 SHEET 5 O 33 018 12'-5" 12'-5" 12'5" 12'-3" 12'5" 12'-5" 12'-5" 11' 8" 11' 8° 10'-7" .020 13'-4" 13'4" 13'-4" 13'-4" 13'4 13'-2" 13' 4" 13'-4" 13' 4" 12'-7" 17-7" 10 D24 14'-9" 14'-9" 14'-g" 14'-g" A 14'-9" 14'-9" 14'-0" 14'-0" 13'-1" D32 1T-4" Ir -4" 17'-4" 17'-4' 17'-4" 17'-4" 17'-4" 17'-4" IT 4' 16'-5"15-8" 040 19'-7" 18'-7" 19'-7° 19'-7" 18'-7" 18-7" 1T-9" .018 10'3" 10'3" 10'-3" 10'-3" 10'-3" 10'3" 10'-3" 9'-11° 9•11" .020 t� 11'-0" 11'-0" 10' 8" 10'-6' .024 12'-7" 12'-7" 12'-7" 12'-7° 12'_7' 12'-7" 7� 12'-7" 12'-7° 12'-7" 12'-2" 12'-2" 032 14'-3" 14'3" 14'-3' 14'-3" 14'-3' 14'-3" 14'•3" 141-3" 14'-3" 13'-10' 13'-10" 13'-3" D40 16-2° 16'-2" 18'-2" 16'-2" 18'-2' 18'-2" 18'-2" 16'-2' 18'-2" 15'-8" 15' 8" 15'-1" 018 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 11 8'-11" 8'-11" 8'-11° 8'-8" 8' 8" 8'-6" .020 9'-7- 9'-7" 9 -7' 9'-7" 9'-T' 9'-7" 9'-7" 9'-4" 9'-4" 9'-1" 30 .024 10'-7" 10'-7" 10'-7" 10'-7" 10'-7' 10'-T' 10'-7" 10'-7" 10'-7" 10'4" 1014" 10'-o" 12'5" 12'-5" 12'-5" 12'-5' D32 12'-5" 12'-5" 040 14'-1" [;��13-8- 14'-1" 14'-1" ° IT -4" FIGURE INDICATES FIGURE INDICATES ENCLOSED NOT ENCLOSED IN ACCORDANCE WITH CBC &IBC APat=Nnlz t DRAWNBY: E.N. DATE:: TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 SCALE: NONE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENCIINEERINO PANEL SPANS 10.20 6 30 Ps1 DURALUM PRODUCTS, INC. 1(916)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (851)741-2107 HORIZ. WIND " 8289 ALPINE AVE, SACRAMENTO, CA 95828 80, 1009110 MPH FAX403-1519 setae®duretum.com SHEET 5 O 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE BA C 25"� 67„ T=SEE TABLE BELOW 5=��,40. 7 C 40" 2.46" �70" 4t�" 40 .25 1.48 .40 4b 40" ..35" 3.0D" --- 4.60" 4.50" �-- 4.50" 4.50" 3.00" 24.00" ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI -"V" PAN (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL"r (9N.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 ` .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" 18'-8" .032 16'-1" 14'-0" 15'-1" 13'-0" 14'-5" 11'-9" 20'-11" .018 9'-8" 9%a" 91,,81, 9'-7" 9%8" 81 8r. 20 .024 11'-6" 11'-6" 11'-6" 11'-3" 11'-6" 10'-3" 12'-10" .032 13'-4" iY-4" 13'4" 13'-0" 13'-4" 11'-9" 15'-5" .018 8'-5" 8'-5" 8'-5" 8'-5" 8'-5" 8'-5" 30 .024 10'-0' 10'-0' 10'-0' 101-0' 10'-0' 10'-0' 10'-4' 032 11'-7" 11'-7" 11'-7" 1 T-7' 11'-7" 11•-2" NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. �. QAQFES$1p I. cgRt ~ NO " 1 h1 �Q��'. • SER s`'4�� v Is ',•' THOMAS 1. CAMP ELI_ 0 CI " —1-- -1—1 JUV -n JO %Jr% CUUAL 12" x 3 1/2" W PANEL (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL"T" (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 ` .020 14'-3" 14'-3" 14'-3" 14-2" 14'-3" 12'-10" .024 15'-7" 15'-7" .95'4" 15'-7" 15'-7" 14'-1" .032 18'-8" 18'-8" 18'-8" 18'-8" 18'-8" 17'-3" .040 20'-11" 20'-11" 20'-11' 20'-11" 20'-11" 19'-9" i 20 .020 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" .024 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" .032 15'-5" 15'-5" 15'-5" 15'-5" 15'-5" 15'-5" .040 17'-3" 17'-3" 1 T-3" 17'-3' 17•-3" 17'-3" 30 .020 10'-4" 10'-4" 10'-4" 10'-4" 10'-4' 10'-4" .024 11'-2" 11 -2" 11'-2" 11'-2" 11•-2" 11'-2" 032 13'-6' 13'-6" 13'-6" 13'-8" 13'-6' 13'-6" 040 15'-1" 15'-1" 15'-1" 15'-1" 15'-1' 15'-1" -JET DRAWN BY: E. N' TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 & 30 pat DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA(951)74t•2107 HO'RIL WIND " 70.906110 MPH 8288 ALPINE AVE., SACRAMENTO. CA 85828 SHEET4 OF 33 (818)452.7021 FAX403-1519 saIe8@dumIum.e0m COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' 3 2 MAX. HEIGHT C =10' I 3.00"' SQ. �J 3.00"SQ. o a^ a10 SMS 3.00" SQ. F032 @24"O.C. T EA. SIDE 6.5" Iia. O ALO1G� .14"R " A u M. E032' NP' .048"STEEL O5/8" PLASTIC PLUG •28" O OE 3" SQ. ALUM. POST 3" SQ. ALUM. POST IWAG POST WITH SIDE PLATES ALUM -p30 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ASTM 3" SQ. STEEL POST 6083-T6 ALUM. ALLOY 3.00" OR 6063-T6 ;� G,NEER qII. THOMAS L '*W o4 CAMPPELL + m IExPd O: IL /oi ' 1.375" 0 � 75' 1.60" 1.5 INSTALL 1Yz" x tYi' x Jb" HDG .090" TYP. WASHER PLATE AT ANCHORS FOR 110 MPH ALUM "T" BRACKET q 7/16"C FOR. ASTM GRADE 36 STEEL INSTALL'1}'{ x I X yb' HOG WASHER PLATE AT ANCHORS SE FO 3" OST ONLY q 2- 5/1 STEEL "T" BRACKET ALUM. ALLOY 6063-T6 G=3"SQ.xt=.188" H=3'SQ.xt=.250' I=3"SQ.xt=.313" J=4"SQ.xt=.188" K =4"S .xt=.250" = t. 3.0" OR 4.0" SQUARE STEEL POST ASTM A500 GRADE B 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES q 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE f— (4) -SDS 25412 3"x 8" ALUM. RAFT. BRACKET 1 3" x 8" ALUM. HEADER `� "H" BRACKET HEADER BRACKET U DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERk OtBb DATE: 4@8Y1011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGCOLUMN 10, 20 8 30 po DURALUM PRODUCTS, INC. ' REVISED BY: RANCHO CUCAMONOA, CA (951) 741-2107 POST TYPES HORIZ. WIND = so, loo a Ito MPH.1(918)452-7023SHEET 8288 ALPINE AVE., SACRAMENTO, CA 85828 ' 8 OF 33 FAX 003-1618 ealee®duretum.c"m HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-138 1.50" WALL FASTENERS 078 2•!•40" `— SEE TABLE 300' IFASTENERS O6 .633• 01 Q"x90 02" .25•R "• l2) OIA. P14 SMS (9) PANEL05is G . lLOCKS OR #6 SMS T=•060".563" AT EA. CONTACT tV t0 261" WALL FASTENERSNL .20 SEE TABLE ALUM.ALLOY CONrINu0u3 A RAILTABLE 6063-T6 ROOF PANEL (WHERE OCCURS) ALUM,ALLOY APPROVED 3'OR 4' O 06 O y 6063-T6 ALUM.ALLOY INSUL. ROOF PANEL 014 SMS ® EA. CONTACT 6063-T6 ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER \CJ I R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X ORS 3x ALUM. RAFTER FASCIA BOARD ALLOWABLE PROJ. FASTENERS, SEE TABtE A34 FRAMING ANGLE r SEE TABLE L --EXIST. EAVES, RAFTER EXISTINGEAV� OVERHANG (24" MAX.) EXISTING EAVE CONNECTION 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. LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=: 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 14'-2" DESCRIPTION OF LAO SCREW SEE NOTE BELOW 14'-0" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.G. MAX. LuoZ B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. Ha C=SDS25412 AT EACH STUD, 16' O.C. MAX. W D=3/8"0 x 4" LAG SCREW AT EACH STUD LL� "E=3/8"0 x 1 1/8" AT 16'0.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2"x 6"V-6" "F=3/8"0 x i 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 9'4" 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1 EXIST. RAFTER ' I- 'I 2XBOR M LEDGER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL=10 LL=20 LL=30 2" x 4^V-6" 16" O.C. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SO 181-8" 181-8" 14'-2" 2'-0' 14'-0" 12'-8" 9'-7" FULL OR DRAWN BY: E.N. 24" O.C. ��// A IR� INCA HANBER CHANNEL 12'-5" 11'-8" 8'-10" 2"x 6"V-6" 2'-0" 9'4" 7'-4" 5'-7" NOTCHED 2"x6" FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 19'-11" 19'4" 14'-8" 2"x8" FULL 2"x10" NOTCCHH ED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" 10# L.L =(2)#14 SMS EA. SIDE 20#/30#L.L.-(2)#14 SMS EA. SIDE U -BRACKET 3/4" OR 1 1/2" T 2'x61/2"OR 5- MIN. 3" x 8" ALUM. RAFTER A/4'OR 1 1/2" EXISTING WOOD STUD FRAMING 1 '114" 1.8E No. 4 SMS T&B AT 12" O.C. 3/16" STEEL 1/4.0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf ' I- 'I 2XBOR M LEDGER EXISTING LUMBER AT OVERHANG: #20 DF -L. 2 EACH 1/4"0 x 3.1/2' LAG SCREWS'L.L.=10 1 INCH MAXIMUM NOTCH AT WALL. psf R 2 EACH 7/10'0 x 3-t/2' LAO SCREWS L.L.-20 AND 30 psf ) P14z1 3/4• (3}# 4x3 1/2• W.S. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED T �������\\\\ (2" MIN. PENETRATION INTO PATIO COVER ui( BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND EXISTING WOOD STUD) t� �1`,INE,1;R 11. 1.3 AND 11.1.4, RESPECTIVELY. • • • . • • S�. hj NOTE: USE LEDGER WHERE RAFTER SPACING �/ ' THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SO •�'9� EXCEEDS EXISTING STUD SPACING NOTE: BRACKET • ENEP �1 `, NOTE: PLACE'SIKA FLEX` OR SIMILAR MAY BE MOUNTED RTHOMAS TO BE IN ACCORDANCE WITH THE LATEST 1CC-ES EVALUAT F. 1 • i O ,EE ® FOR ATTACHMENT MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ CAMPBELL • -nO RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. m 'x WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: E.N. TOM ��// A IR� INCA HANBER CHANNEL LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: IAPMO ERP 0195 DATE: 4r26120111 SCALE: NONE COMMERCIAL AN STFUCTURAL F6Na1 AND BRACKET ATTACHMENTS 10,20a30nat HORIZ WIND • DURALUM PRODUCTS, INC. 269 ALPINE AVE., SACRAMENTO, CA 96626 [91611452-7021 REVISED BY: RANCH N V!GA.(B�).7NSj107 90, 100 & 110 MPHSHEET FAX 4011619 ealee(6lduralGmeom' 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM.TSRACKET USE WITH T' BRACKET I POST TYPE B,C,D, ORE. STEEL POST ONLY: Q 3 -SO. POST W/ siEEL.TBRACKET USE WITH USE POST TYPE (3}5/B"O BOLTS (2)-#12 SMS EA. POST TYPE B,C,D,E,F,,,F, G, H, J OR K FOR POST TYPE J 3'SQ. POST SIDE OF POST OR 3" So. Pos7 I GHJ OR K jALUM.TSRACKET: i 1/4"M ' B. THROUGH POST -(2)-1/4"0 POWERS WEDGE- SEE NOTES BELOW BOLTS+OR EQUAL, EACH BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB = 4' OR TO CRACK = 10" im MIR (1 W MIN. EMBEDMENT) DEI ITH SLAB SHALL BE IN "- GOOD CONDITION 3 1/2' MIN. AOR SIZE STEEL.TBRACKE7: 1/2 DEPTH OF USE (2)-M"OHILTI KWIK FOOTING OR OR EQUAL 12' M� 2 �' EMBEDMENT DEPTH �' ��IIIMf��D 2 WEI, FOR KWIK BOLTS) p POURED CONCRETE FOOTING SEE NOTE 4 TABLE v 3" SQ. POSTS TO CONC. FOOTING POURED CONCRETE FOOTING NOTES: 1. DO NOT USE ALUM. 'T' ATTACHED BRACKET WITH 3X8 BEAM ATTACHED ONLY W/INSERT, MAG BEAM, 4- OR ALTERNATE FTG. FOOTING & ANCHOR BOLTS 7' "BEAMS. 2. POST TYPE E CUBE SIZE SQ. 38" DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS INSTA L WASHER Pt AT 18" 18" SQ. 12" BOLTS EMBED. 2- X& X 5)6' AT 20" 21" SQ. 12" 23" 8 24' CUBE (2)-1/2'0 3 1/4' STEEL "T' BRACKET. 25' SQ. 3. POST TYPE F 25'- 30' CUBE (4)-1/2'0 3 4/4• DO NOT US •T' 24" 28" SQ. BRACKET W/7' I- 2 26" 32 -SO. 23" 31'-34'CUBE (4)-5/8.0 4- 28" - 35" SQ. 35'-39'CUBE (4 /4"0 43/4' .dsc�nXXII1 30" 39"SQ. 28• GINj14, 32" 43" SQ. 30° 40"- 42'C"�• CUBE (4)3/4.0 43/4' ^ y�6� •o• 34" 47" SQ. 32" a MA 36' S1• SQ. 34, NOTES: BOLTS SHALL BE HILTI KWIK 0OLT TZ STAINLESS STEEL / v %j I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. C'Apr$�,� ` 9 38' 55" SQ. 37" 40" 60" SQ. 39" 42" 64' SQ. 41' •• L`� .�� 44'_ — 89° SQ. a3'\s oda 'CUBE FOOTING W/ 4' SLAB � , �. ilk WELDED STEEL BASE PLATE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9" SQ. x 5/8' B, C, D, F, G, & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4' EMBEDMENT DEPTH) (2h1/T0 BOLTS 16'INSERT FOR ALL OTHER NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED CONDITIONS 46. X.188' TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATO COVER SYSTEMAS MFG. BY: ASTM A36 IApM0 ERI) 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT STEEL DURALUM PRODUCTS, INC. T.O.C. RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIF- WIND = uui "S SE . ASTM A572 STEEL ,L,• CTN) 3/16' (818)452-7021 FAX403.1510 seles@dumlum.00m SHEET 10 OF 33 L 3" SQ. POST (STL,) SQUARE SEE FTG. OR FLUTED -SO. POST (STL.) ) SCHEDU�.E IN BEAM NSERT INSERT- SPAN SPAN TABLEPOST ED. I PL.5/8"THK, FOOTING O 11/2• 6• 1112' NOTES: 1. DO NOT USE ALUM. 'T' ATTACHED BRACKET WITH 3X8 BEAM ATTACHED ONLY W/INSERT, MAG BEAM, 4- OR ALTERNATE FTG. FOOTING & ANCHOR BOLTS 7' "BEAMS. 2. POST TYPE E CUBE SIZE SQ. 38" DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS INSTA L WASHER Pt AT 18" 18" SQ. 12" BOLTS EMBED. 2- X& X 5)6' AT 20" 21" SQ. 12" 23" 8 24' CUBE (2)-1/2'0 3 1/4' STEEL "T' BRACKET. 25' SQ. 3. POST TYPE F 25'- 30' CUBE (4)-1/2'0 3 4/4• DO NOT US •T' 24" 28" SQ. BRACKET W/7' I- 2 26" 32 -SO. 23" 31'-34'CUBE (4)-5/8.0 4- 28" - 35" SQ. 35'-39'CUBE (4 /4"0 43/4' .dsc�nXXII1 30" 39"SQ. 28• GINj14, 32" 43" SQ. 30° 40"- 42'C"�• CUBE (4)3/4.0 43/4' ^ y�6� •o• 34" 47" SQ. 32" a MA 36' S1• SQ. 34, NOTES: BOLTS SHALL BE HILTI KWIK 0OLT TZ STAINLESS STEEL / v %j I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. C'Apr$�,� ` 9 38' 55" SQ. 37" 40" 60" SQ. 39" 42" 64' SQ. 41' •• L`� .�� 44'_ — 89° SQ. a3'\s oda 'CUBE FOOTING W/ 4' SLAB � , �. ilk WELDED STEEL BASE PLATE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9" SQ. x 5/8' B, C, D, F, G, & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4' EMBEDMENT DEPTH) hit NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N. DATE: 4!282011 TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATO COVER SYSTEMAS MFG. BY: IApM0 ERI) 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 208 SO psl DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIF- WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95828 BO, fo0 a 110 MPH (818)452-7021 FAX403.1510 seles@dumlum.00m SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1" GUTTER EXT. CLIP I GUTTER EXT- CLIP c.vu 1 SPLICE WHERE 1,79" OCCURS 3" 2.57" DRAEN;Y7 01 1 SCALE: NONE COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEER BEAM TYPES 10, 20830psf 2.19" REVISED 9Y: 2.08" 2.oa• 065' HORIZ. WIND HQ 100 8110 MPH _r I TYP. .038" R.F. GUTTER 2.7' — FASCIA -ALUM. ALUM. ALLOY ALLOY 3004-H36 A 6063 -TB 6.5" ROLLFORMED 4.5' GUTTER m SPLICE WHERE OCCURS ALUM. ALLOY 8083 T6 60 MAG. GUS,••'' SPLICE WHERE OCCURS ALLOY MAG BEAM O 3.00" SQ. 14"R Typ, 0 g" .28" ASTM A653 GRADE 40 3" SQ. STEEL BEAME THOMAS I •. `' CAMPRPLIL 3 3.0" m MAK 2" e.6• o.3iT+40 �'71 SPLICE IVIL WHERE SPLICE • —ate .042^ OCCURS 4" OCCURS • �• 2 '� e TTY7P( fi _ . 3 `l� — 032" .110" 1 j TYP. y .. ALUM. ALLOYALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H38 OR EQUAL ALUM. ALLOY 3004-H38 6063-T8 O 6083-T8 � J OR EQUAL O 4" I -BEAM K 7" 063 -TO 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3 MAX. 3" 9' MAX.3 ! e° 625^ II � 375" .042" .042 T • 14 Ga 7.8 5" 8" 6.656" ASTM A653 GRADE 50 ALUM. ALLOY 6063•T8 ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H36 T/L OR EQUAL uH EQUAL I 62 " .375" ALUM. ALLOY 3004-H36 I O 1 2.875" �— L;;� OR EQUAL ODBL. 3 x 8 BEAM O 3 x 8 BEAM O 7" I -BEAM "c- 3 D(�P 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM BL: 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT DRAWN BY: E.N.E.N TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ER80195 DRAEN;Y7 01 1 SCALE: NONE COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEER BEAM TYPES 10, 20830psf DURALUM PRODUCTS, INC. 1(916)452-7021 REVISED 9Y: RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. WIND HQ 100 8110 MPH 9289 ALPINE AVE., SACRAMENTO, CA 96828 SHEET 11 OF 33 FAX 403.1619 eelee®Eumium.—. I 2.1114 x 1/2' S.M.S. EACH SIDE OF 3' S0. POST (4•T0 AlLTERNATE: 114.0 �OLT W/ WASHER EA. SIDE OF 3' SO. POST 501 2.35' FY/� 3'80. POST 2414 x 1/2' S.M.S. EACH SIDE OF 3' SO, POST (47OTAL1 ALTERNATE. 1/4'0 OLT W/ WASHER EA. SIDE OF 3" SO. POST I OR.3.a240' �V— 3' SO. POST GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3105-H25 2'-0" 1.501, .28" 1.50" .28" � I 2._ I 2 T-0" 1 12-#14 SDS FASTENER SPACING = 3/4' DATE:11 SCALE:: NONE P2 1 1/2" SQ. OR 2" LATTICE TUBE 10, 20630 psf ALUM. ALLOY 3105-H25 28" 3.. 2'' . 0 7:�] P1 2"x3" LATTICE TUBE 8289 ALPINE AVE., SACRAMENTO, CA 95929 (918)452-7021 FAX 403-1518 sales®dunslumcom BEAM TO POST CONNECTION DETAILS " x 8" x.042" BEAM, " SQ. STEEL OR IAG BEAM. (4)-#14 SDS ® EA. SIDE TOP & BOTT. TOT.=16 X 3" ALUM. OR rEEL POST H - BRACKET TO POST #8 x 2 "SMS, 2 112" OR 3 1/2", TYP. LATTICE TUBE TO "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 1 12-#14 SDS FASTENER SPACING = 3/4' 414'x 112" S.M.S. TOP & BOTT. (2) -TOT. - ROOF PANEL ROLLFORMED OR — EXTRUDED GUTTER #14 S.M.S. ®12"O.C.— FASCIA 61/2"x2'91.024 RAFTER No, 1 STENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE /« OPTIONAL LATTICE TUBES 0 0 GROUP FASTENER g j/2• 00 ALUM. BRACKET X 2"L 1" "L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 1 1/2" SQ., 2" SO., OR 2"x3' LATTICE DRAWN BY: E.N. I II II Qn 3" O.G. MIN. UP TO 6"0 rcehti�XU��\l i III (4) - #14 x 3/4" TEK SCREWS . BRACKET TO RAFTER .!NE (. DATE:11 SCALE:: NONE i1/2^ MIN. c THOMAS Itl1AQ e CAMPBELL 10, 20630 psf s OO . 0 :oxp: C tV L HORIZ. WIND = 80, 100 & 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95929 (918)452-7021 FAX 403-1518 sales®dunslumcom o 2.750 � (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET -RAFTER TO BEAM DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE:11 SCALE:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SEAM TO POST 10, 20630 psf DURALUM PRODUCTS, INC. I REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENT HORIZ. WIND = 80, 100 & 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95929 (918)452-7021 FAX 403-1518 sales®dunslumcom SHEET 13 OF 31 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT \\ 11 3" 1 111 1 3" 5 24" THOMAS 1.•1%0 (2)#10 S.M.S.@ EA. #10 s.M.s. s .0 �}� VALLEY, TYP. (8 TOT. II #12 S.M.S. . AMP ELL • TYP. THICKNESS =.035' (24 TOT II II 6.38. TYP. THICKN S = .035" q m u II d ALUM. ALLOY 3004-H36 I .'• 'awl �' ALUM. ALLOY 3004-H36 . •' OR 6083-T5 FOR EXTRUDED OR 6083-T5 FOR EXTRUDED MAY X1411,. ��� a -__ IIN ALTERNATE INTERIOR BAYS O I E: USE SIMPLE SPLICE ONLY ATOANY LOCATION EFULL XCEPT SPLICE T END ' 4 SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAYBE USED. SPLICE WHERE 4' O O L. U 16" 1" OCCURS .070" 7" I -BEAM 3�-0" .� MOMENT C -SPLICE DRAWN 2ID E.N. DATE TOM CAMPBELL & ASSOCIATES, INC. o 0 LINLOAD = T IAPMO ERq 0196 SCALE; NONE : NONE COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING . BEAM SPLICE DETAILS '.'2E. 8 30 psl PRODUCTS, INC. I \,1 REVISED BY: RANCHO CUCAMONOA, CA (951) 741.2107' HORI2. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 ALUM. ALLOY _ 80, 100 8 110 MPH (918) 452-7021 FAX 403.1619 eelesMumWm.Com SHEET 12 OF 33 6063-T8 47'I -BEAM MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE 'c -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCUI No. NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (6081 -TB) ALTERNATE I SO. POST,CONNECT WEB STL. C -BEAM TO POST W/(2)-1/2"0 THRU-BOLTS SO. POST BEAM TO POST CONN. PANEL 4'x3" ALUM. 'PBM. OR 7'x4" ALUM. "I" BM. #12 METAL BACKED, NEOPRENE WASHEREO TEK SCREWS @ 8-O.C. MAX. STAGGER IN BEAM FLANGE (4)-1/4.0 M.B. BEAM TO BRACKET 2- 318'0 M. B. THRU STL. T" BRACKET TO POST. O O POST, SEE SCHEDULE —oo- UII ALUM.ALLOY 16" 1" ALTERNATE BEAM TO POST CONN. 6063-T8 7" I -BEAM 3�-0" MOMENT C -SPLICE DRAWN 2ID E.N. DATE TOM CAMPBELL & ASSOCIATES, INC. LINLOAD = PATIO COVER SYSTEM AS MFG. BY: PDA IAPMO ERq 0196 SCALE; NONE : NONE COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING . BEAM SPLICE DETAILS '.'2E. 8 30 psl PRODUCTS, INC. I REVISED BY: RANCHO CUCAMONOA, CA (951) 741.2107' HORI2. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 _ 80, 100 8 110 MPH (918) 452-7021 FAX 403.1619 eelesMumWm.Com SHEET 12 OF 33 ('10# L. L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B-& C TOM CAMPBELL $ASSOCIATES, INC. SOLID POST SPAGNO TAB DBL. 2"x6.5"x.032" 3"x8" BEAM BEAM / DBL. 3"x8"x.042" SCALE: NONE .BEAM 3"x8" BEAM WINSERT DBL. 3 x8 BEAM " " REVISED BY: 5o MAX.COL. EACH w/ ATTACHED A 3"x8" STL. INSERT a> - d MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED FREESTAND 00 SPACING SPACING SPACING MAX.POST FREESTAND ATTACHED F� ON SLAB * FOR DBL. FOR 3" x 8' 2"x8.5"x.032" BEAM SPACING (SPAN) SPACING (SPAN) MAX.POST FTG MIN. SPACING m FTG, N•) MIN. POST FTG MIN. POST FTG. MIN. FTG MIN. POST FTG MIN. FTG MIN. FTG MIN. PPo TYPE (IN') TYPE (IN,) TYPE (IN) TYPE (IN,) POST TYPE (IN') TYPE (SPAN) (IN.) POST (IN) POST 4' 17'-0" 12'-81-9a 12'18,-10.. 29 F t 20 B 18'-218,-9.. 32 G 2 22 B 23'-21 34 G 2 25 B 33'-4"30'-9" 37 TYPE TYPE 25 �" Cj 8 B 4' 5' 13'-7' 11' 10'-6^ 11'-40,_7„ 28 F 1 21 B 16'-315 31 (� 21 B 21'-1" -191-6" 33 G 23 29'-1 B 36 26 B , 0„ 23 " 26 27'-6" G 29 E 5 6' 11'-4" 10''4" 10'-4" g 9'-8" 28 F 19 B 14'-10" 30 G 22 B 19-3" 32 Cj 24 B 27'-3" 35 26 B , _7" 21 13'-8„ 24 1 Tom" 28 C 25'-2" G 3U E 6 7' 9'-8" 9'-7" 8'-10" 9.78'-11" 27 G 2 22 B 13'-812, 8" 30 G 2225 B 1 T-10" 32 G 24 B 25'-2" 35 G 27 B , a6'-5" 27 C 23'-3" 30 E 7 8' 8'-6" 9'-0"8 8'-118 27 G 2 22 B 12'-10" 29 G 23 B 16'-8" 31 G 25 B 23'-7" 34 28 B , �^ 11'-10" 25 15' 5. 28 E 21'-9" G 31 E 8 9' T-7" 8'-67'-10" 8-57'-11" 27 G 2123 B 12'-111.-2,. 29 G 2 26 B t5'-9" 31 G 25 B 22'-3" 34 28 E a4'�6 " 26 E 20'-s" G 32 F 9 10' 6'-9" 8'-0"7-2 8.-o. 7'-6" 27 G 2123 B 11'-610,-7„ 28 G 2 26 B 9A'-1 " 30 G 26 B 21'-1" 33 G 29 E 13' 9' 29 E 19'-6 32 F 10, 11 6 -2" T-8" 7'-7" s'-6" 7'-2" 28 G 21 24 B 10'-11" 10'-t" 28 G 24 B 14'-3" 30 G 26 8 20'-1" 33 G 29 27 13'-2„ 29 E 18'-7" 33 F 11 12 5'-8" T-0" T-4" '-10" 29 G 22 B 10' 6" 29 G 24 B 13-7" 30 G 26 B 19'-3" .30 E 6'-0" 6 24 9'-8" 27 12'-7" 30 E 32 G 33 F 12' 13' 6-2" 6'-6" 7'-0" 5'-6" 29 �.I 22 B 10'-1" 29 H 24 B 13'-1" 29 H 27 B 18'-6" 32 H 30 E , 6,4„ 24 9'-3" 27 12'-1,. 30 E 17'-1„ 34 F 13 14 4-10 „ 5'-2" 6'-0" 6'-9"+1H 22 B 9'-8" 30 H 25 B 12'-7" 30 H 27 B 7 -10" 32 H 30 E 5'-10" 25 8'-11" 28 11,-8" 30 E 16'-5" 34 F 14' 15' 4'-6" 5'-74'_97 6'-65.6" 2 25 B 9-4 31 H 2 28 B 2 31—F4–F3 B 17,15'-71" 31 3134 E 8._8,. 11,_3„ 1 E H F 15, * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH 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 FIGURE INDICATES EXPOSURE B FIGURE INDICATES IPC WHERE ONLY ONE FIGURE SHOWN INDICATES EXP..B & C. THOMAS I. e O CAMPBEL . • -n " Exp: L, n Cl IL •"® • •••• C DRAWN BY: f.N. DATE: 4/28/2011 TOM CAMPBELL $ASSOCIATES, INC. SOLID POST SPAGNO TAB LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: .IAPMO ERH 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERl. FREESTANDING 10, 20 a 3o Psr DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA CA (95 1) 741-2107 AND ATTACHED ONL.L. 9D MPH HORIZ. WIND - 80, 100 8110 MPH 6268 ALPINE AVE., SACRAMENTO, CA 95828 (916) 462-7021 FAX 403-1519 ealss@dumlam.mm SHEET 17 OF 33 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I MAG BEAM -BEAM MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED AX.POST FREESTAND ATTACHED o MAX.COL. SPACING ON SLAB* SPACING AN) NG (SPAN) SPACING SPACING ) [27'-0" (IN.) POST POST FfG' MIN.I POST FTG. POST MIN.FTG. POST FTG. MIK POST FTG. IMI POST N. FTG. MIN.POST FTG. POSTSPANSPACIN) FTG• MIN. FTG. MIN. TYPE (IN') TYPE (IN') TYPE (IN') TYPE (IN') TYPE (IN') TYPE (IN.) TYPE (IN.) TYPE (IN.) POST TYPE (IN.) POST TYPE 4' 17'-0" 13'2_8" 30 F 18 20 B 16,14'-10,. 31 G 1 zi B 14,3,_3„ 30 F 1 B ll' -5'10,_10., 28 F 1719 B 35 G 2325 B 21 25,_0„ 5' 13'-7•, 12'-3'�,�, 29 F 1 21 B 14'-4'3, 3fl G 2 B 121 0-11„ 29 F 1 21 B 10'-;'0,_0, 2.a F 1 20 g 24'-22,x„ 34 G 2 26 B 3" E 6' 11'-4" 11'-2" 10-4 28 F 20 22 B 13'-1" " 29 G 21 B 11'-9" 28 F 20 B 9'-11", 27 F 19 B 22'-1" 33 G 24 B 12'-1' 23 10'-10" 22 9-5' 21 20'-5 „ 27 E 7' 9'-8" 10.x„ 9'-7" 27 G 20 22 B 12._2.. ,_ , 2$ (� 21 B 10'-101, 2$ G 20 B 9'-5" 27 G i9 B 20'-5" 33 G 25 B 11 2 24 10'-0" 23 9=0" 22 181-11" 28 E $, 8,�., 9'-811 " 19 27 G 21 23 g 11'-4" , 2$ G 22 g. 10,_2„ 27 G 21 g 9'-1" 26 G 20 g 19'-1" 32 G 26 B -10 10 -6' 24 8'-10" 23 , 8 -7' 22 17'-8' 29 E s' 7'-7„ 9'--2" 7 27 G 21 23 B 1o' -a'. „ 2$ C3 22 B s'-7°, " 27 G 21 B a'a°, 27 G 20 B 1a' -o°, 32 G 26 -10 9 -6 25 7 -10 24 7 -10" 23 16 -8' 29 F 10' 6'-9" 8,_g, 7'-1" 27 G 21 24 B 10'-1" 27 G 22 B 9'-1" 27 G 22 B 8-4 27 G 21 B 17'_1" 31 G 27 E 8'-7" 25 7'-1" 24 7'-1" 23 15'-10" 30 F 11' 6'-2" a'-3° fi._5" 28 G 22 24 B 9'-2" 28 G 23 B 8'-8" 28 G 22 B 7'-1 i" 27 G 21 B 16'-4" 31 G 27 E 7'-10., 25 6'-5,. 24 6'-5.. 24 5'-1•, 30. F 12' 5'-8" 7'-11" 5'-11.. 29 G 22 25 B 8'-5" 29 G 23 B - - - - - 7'-7" 28 G 22 B 15'-7" 30 G 27 E 7' 2., 26 " 24 14'-5" 31 F 13' S'-2" 7'-7" 5'-5" 29 H 22 25 B 7'-9"tlH 23 B - - - - - 7'-4" 29 H 22 B 15'-0" 30 H 28 E 6'-7. 26 5.;5,. 24 13'-10,. 3i F 14' 4'-10" 7,15'-1„ 30 H 2 25 B T-26,_2"24 $ - - - - - T-115-1„ 29 H 2 24 B 14'-5'31„ 30 H 2831 E 26 F 15' 4'-6" 7'-1" 31 H 23 B 6'-8"24 B - - - - - 6'-10" 30 H 22 B 14'-0" 31 H 28 E 4._9" 25 5'-9" 27 4._9,. 24 12'-11.. 32 F * THE MAMMUM 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 r f 9 FES ' `� (yiP1EE R s �' SELECTED BEAM. / 51. Cq,yA THMPBELI. No.37TJ4f3 -n . V Z. 3 �] Xp; IL NOTE: FOOTNOTE: "SAMPLE" �, •ems` ??)®� FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING DRAWN BY: E.N. DATEFA 70M CAMPBELL &ASSOCIATES, INC. SOLPACID PO LE LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: PMO ERN 0195 SCALE: NONE SCALE:N NE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20830 ps! DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA CA (861) 741-2107 AND ATTACHED 10 N LL. 90 MPH HORIZ. WIND = 90,100 & 110 MPH1(916)452-7021 8269 ALPINE AVE., SACRAMENTO, CA 95828 FAX 403-1519 sales mlum.,m SHEET 16 0E 33