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PAT (12-0579)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 12-00000579 Property Address: 51725 AVENIDA MENDOZA APN: 773-142-027-11 -000000- Application description: PATIO COVER - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 2660 Ta!t 4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: SUZANNE NUMEZ 51725 AVENIDA MENDOZA LA QUINTA, CA 9225= II r Contractor: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/24/12 MAY 24 2012 ID Applicant: Architect or Engineer: VALLEY PATIOS 37897 CHESTERFIEL STRF4EEF�y QUINTA BERMUDA DUNES, CA 92203 FINANCE DEPT. (760).534-4634 Lic. No.: 937811 ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License ass: P51 C8 License No.: 937811 ntractor: 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, 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 _ 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 contractors) licensed pursuant to the Contractors' State License Law.). 1 _ I I am exempt under Sec. B.&P.C. for this reason Date- Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: ' Lender's Address: LQPERMIT WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SOUTHERN INS CO Policy Number WSIO047500-01 I certify that, in the performance of the work for which this permit is issued, 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 odeclYshall �forthwith comply with those provisions. Uate: l plicant: TV/� 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 ($100,0 00). 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. I . 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 of th' c mpy t enter upon the above-mentioned prop rty for inspection rposes. of .` ;!V6 i ture (Applicant or Agent): 41, Application Number . . . . . 12-00000579 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2660 Expiration Date 11/20/12 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 200 S.F. SOLID WEATHERWOOD SHADE STRUCTURE AT REAR OF PROPERTY. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 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 1.50 .00 .00 1.50 Grand Total 90.60 .00 .00 90.60 LQPERMIT AVE. MENDOZA Bin. # Cir of La Qurnta Building 8T Safety Division P.O. Box 1504,76-495 Calle Tamp(co la.Quinta, CA 92253 - (760) 777-7012 Permit Application and Tracking Sheet Perinii # i1 f.� 1 1Building Project Add=: 1 2� owner's Name: . A. P. Number. Address: L5'1 225 Legal Des 'tion Contractor: City, ST, Zip: Q Zi% Telephone: LOOtj L Address��� Project Description City, ST, Zip:rclt 2`Z02,:-�1 Telephane:—�Lco�'Z� State Lia # : City Lir. #; Arcft., Engr., Designer: Address: City., ST. Zip: Telephone: µ State Lia #: a Name of Contact Person:Sq, Construction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Demo Ft: ® # Stories: # Unit,s: Telephone # of Contact Person: Estimated Value of Project Z,5 0 APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACMG PERMFF FEES Plan Sets Pian Check submitted Item Amount Strtldaial Calcs Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Pcrson Plan Check Balance_ Title 24 Coles. Plans picked up Constructloa Flood plain plea Plans resubmitted.. Mechanical Grading plan 2`! Review, ready for correctioneinue Electrical Subeoutactor List Called Contact Person Plumbing Grant Deed Plans picked up S YLL ILO.A. Approval Plans resubmitted Grading IN HOUSE:- '"k Revlew, ready for correetionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees u I I.I I VI I It �191 I I I III I II Ill _— I 111111. — II IIII INI 111111 111111 _ I II UII � _— II II I. I I � IIII I I UI I I — I II IIIIIIIIIIIIIIIII = II�I�IIIIIIIIUI IIIIJ�Ldlll — IIIIIIIIIIIIIIIIII IlVllliillllldlm — —_ 0 �IIIIIIIII�IIIIIIIIIIIIIIU� �IIIIP1�IIIdINVIIIIIPIUIIIUIIIfIII"' ��N��NE�= ETI E I IIII�._• "RS1 _ 911111111 II Ij �IIII mr. allllllllllUl,p �' I I �, - — - i i .. •. f# SHEfT TI l l�lll� II RIPTION,111111UIIII111 II,", THO;MAS 4. y CAMPBELL T1 TITLESHCC�� 1m ILOAQS'IIIIIIIIVIII_ _ 1 OENERAL�hY�1 I � I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2 SOLID PAN�jTURES p J 3 OPEN LAT�YIY�I �UCTURESI111111111UI1111 IlYlldllu - _ _� 5 PANEL S IINdIV 8 W -P IAtVIIIEILJI I I I C (L FANELSPA'ffi 14N Iallll II - — - — ��IIIUIIII — O_ °' - 9 HANGER C I I ND BRACKETIIATTACHMEt€S= •`"�� \ N" 10 C LUMN y� OUNT'gND EMBEDMENT — _----- : IIUIUIII IIIIIIIIIIIIIUI ,2 BeAM SP''I� S I�iUliUlulyIPIIIPIIIIIIIIIIIII' I p Iillllllllllll�lllllllllll 13 BEAM TOI it HMENT I IIII _ III 14__.LATTICE 1�,NS p1Vllllllllll� 1'I l,��l �I� 15 _._.MINIMUM,�,�„ COLUMNS,IIIIIIIIIIIIIIII �_ IIIIIIUIUIUIIIIIIIIIIIIIU 18 &17: ..... SOL ID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 18 & 19 .... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH 20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH 24 & 26 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 28 LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MP 1 Sfl TINA 27 LATTICE ACING TABLE FREESTAN i1 AND ATTACHED 1Q# L.L_10 lu� 29 _LATTICE P (NG TABLE FREESTAND ACHED TO#__1� 1._110 MUI 30 __....LATTICE Pqq ING TABLED REESTANDI ACHED 30# L.L. 110 MPI UIIIIIIIIIIhIIIIUIIIUI IA 31 SOLID POS„ CING TABLEpFIREESTANDINGC D ATTACHED 20#-L L_ 90.110 t��i 32 SOLID PO CING TABLEIFREESTANDIN¢W�4TTACHED 20# L L. 90-11033��izllllliz;l pllllllllllllllllllp , ' I�JIII�9IJIIII9UIIIIUIIII , - DIIIIIIIIIIIIIIII�II I IIIIII ��ul IIII����III�I I111'9�hlu � , __ III��I� Illl�u. — — IU II IIII I IIII III II __ UIIIIIIIIIUIIU 11111/111 —. __—_ IIIIIIIIIIIII�I u ••U .III III�p I = �_ — = II IIS �� IIIIIIII III ICIIIII� III - - i IIIIII liilillliul�. I i ___ ISI ,, li I ,I, Ih� =-_ _- -- II III LCULATI'ON�II AREnI BYIA REQ:— �RED.DE ^i. N IIII I _ 11 I I I� _ S G SII III _— s�ll Iw IIIIIIulllll111d11� - � IIIIIUIIIIIIIUUII PROFESSIONAL S LL BE SUBMITTED �THE BUILDING OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT_E-XCEED I E ALLOWABLE R� SNOW GOADS II Ililll III �gIIIIIIIIptlgllllhnllull�l IIIIIIIIIII NS'�'�AN ,b ITHA ULATIONS S L V I I pl'I III � IIII�IIIIIII111mmoo uoblplllllllll � ` I I p III E U OADnII'PI�t, III VISlOF IBC/C-BC S II ILMI 1, IN ' 11 I NOTIIIIILIMITED i-- f ON SNOW I, II II 1111111 Q ! II I I L`iII I�I ! BA'lll,lll INI III E'D SAND SNOUV- DR� IIIIII IIII II lu'il'IrIIPgIIIId11111Illlllppn" � � III IIIIIIIIIIIII���I I��I��II���III!IPJII9LIIIIIPIIIIUIII!III'' P' � f II GIG1filll pll DESICa141REQUIREdIE� . _--__. 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GCUR- SIF.ICATION AND IMPO CTOR:I;II,II f�IIIIIIIIIVIIIIIII BASES 17 POUNDS PER LINEAR F Q�! „ WIDTH I FII i IiIIIIIER. _ DESIGNS ETERS — dIIIIIIIIIUIIIIIIIIIIIIIUIIIII �I�I1111PIIIIIII°IIIbIIpIVIIIIIIIIJII� 2TANCt ATSR:1.9 LASS IC DESIGORY D II�IIIIUUUUIIIIIIIIIIII IIIIIIII!111111!IIIIIIIIIIIIIIIIIIIIIIIIIIII, _ EDSP iSPONSE COEFFICIEJ(IT - IVIS = 0.5, S 0!84, Sol )NSE �Ct�TION FACTOR R 1.5 I' °I' Illll , �•,r �� ����� De�,.��, ,e� I� III ��IIIUUU �I�u�iiill�Ullliu�liliIIIIIIIV!i�' — LIVE 7. DESIGN ASSUMPTIONS - A. MAXIMUM BUILDING HEIGHT (AVERAGE): 19' B. MINIMUM COVER SIZE: 8' BY 8' C. LEAST BUILDING WIDTH: 30' 8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED AT THIS CO�UM BEAMS CONTINOUS OVER 2IIjMORE COLUMNS DO NOT RED UIIu!!IIIIIIIIIII 11I�11111111111u115PLICING �= IIIIIII IIIII(IIIIIIIIIIIIIIIIIIIpIII IIIIIUUIP�III�IIUUI_ — I IUUUUI�I��II�II�IIIIIUIUh I�I�I�Illlllarlll,llu� E UI�U I'�IIIIIP.dllll /Q� Ilillliilll�i =_ ash II���I I �IIVIIII,IIIV�IIIIIIIIUI = = IIII�IIIIIIIUIIIIIIII�II�I�IIUI ullll 'I�'.II�UUIIIN�. 3. -gM pi mlgln alllliplolll, I II II. jnomn .11111111 �-=1i— EACH PROJECT SStB' iTT�=TO T1HE LOCAL`AUTHORI� �IA �W JURISDICT i �= INCLUDE ONLY TH RTI�NT SITE SPECIFIC STR RAI � OMPONENTS OCATED WItIIHIN11111TM.j3 IAMP�EVALUATION REPORT' IIII 1 � IUM SIUBMI8SIIUON FOR r BUILDING PERMIT M[I�CLUDE THE FOLLOWING IN � ION FROM THI9 -- EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR Cllf °BASED NTH ED DESIGN LOADS, SITE• i 11111 RAFTERn'AnIN Ip�llul'OR� PANEL II gIIIISPIAN13;ABLE3= _ __-_� 1 � Illfll � I I pub IIIIII IIIIIIo,IIII,I IIT1'IQIEIOF HEA@>�—TYPE & QUANI�TY, FO II ll, III III_•_ •EREIIIR�EQU1111RII1I�IPD� IIUIIIIh11BASEU ON THfE_�CIFIC DESIGN LOADS. III IIIIIIIIIIIIIII ImuVllllllllll'IU IIII!Illllllllulu' - _ s'E�. APPRObRIATF�TR�G'MOM ARAL DETAll8 = I ,III ,111 I H�THA7QUIR��AOR�IIIIIIIIIIIUIII�LOCAE1�1��l III�IIII�I�IIVIIIIIIImItIf�IIIIIIII��U IRAMO ERM 0195 �� —•. _. — __ �o ��`__ S� _.'_IIIi�IIIIIIIIiIIIIh�IiIIIIIIIIIIdI.IIIi,i1n1IInII`IIIII COMMERCUIM—D RESIDENTIAL STRUCTURAL ENGINEERING III�IIIiIIII�ndI"�iIbS"llLIl�I`li1I�n�l41�I "i41IIIIq" pg — �— kf9_R—' R h1W10INMDPH= 1892-188•9)—A4'5L2P—•I �•I �I,— --'—' �'1 — 518�E�N�s—T�O- , ' CA° 8582�8��� ipbl'l°ll llHEOM �dllI - � �I¢e®duralwl.00m —= illlllll QII� ,,III�,� �JI�,i111ii11i111�I�b � _ UIUIIII IIQID , ,1,11�� 111�111� - — — Qlllllll �I��I Iipl dIII,�fI,I,; Il�llll - - - I li IuU!IdIIiIIIIuIII!1IIIII� UII' � pl I� l! I i II � � I p II II,�, � � ,,',Ip� — � I I .,, I L II III — I V 1,I I,II 11�I911I VIIIIID � _ I II IIIuII�IIIfiIII� llllllllu ���IIIIIIIIIIIIIIUUIIII I I. II _ IIIIIIIIIIIIIIIIIIIII�IIIIII I�I IU I Ii�l I _ �IIIIIIIUIIIIII��IIIIIIIII 14 I Imuli I VI II —���� -�_�- m,lllllllllllllllo. .nnIhLI111,1111d11ni,. — —_ _�_ .am�llllllllum. ;,umnllllllllllulo,... ,=� — �� .mnnI01111111m,. ,.,ninblllllnlhiuoo,. � __ __. . ___ IIIIIIIIIIIIIIIIII� 1111IJIUIIIIIII — __ IDIIIDIIIIIIIIII � IIV�UIIII�IIIII� , —. _ IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIN IIIII �IIIIIIIII� I�IIIIIIIIII�IIIIIIIIIIIIII�IJI111111110 � � -�_ � - - - IIIIIIII II I �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIInIIIIIIiI _� Illnllllllllllllllllllllllllllllll � � � � 1 III � I _ , u1m" IIIIII mm�W - - ,•,„, wasucwc CO��2�YSTEM AS MF � DU �RiO►Ll3M — IIIIDIIIIIIIIII�� IIIIIIIIIII llllllll�llllllll��ll�����l�lllllliiil 2=ALL ITEMS PFS 1T IN !TO EACH;IINSTALILATIOt� ( P_E=0k ROA F GEL HEADER. ,�, C©{LUMN SIZE IIETICII)J'SHALL EGIRc D ANo CLEARLY_III NTII II � 1 I 11 IIIIIIp' 3 FACM'INST I n , I LL BE4RIAINIIIDENTIFI9�(- ND1C TIN THE=NAME A' �S OF THE,�IMANl1FACTU GN LOADS AND ENCLOS i) I I Ir,I IIII IIIIIIIIIIIIIIIIIIIII�IIIIIIIII��iI, --� I _ ANDIP - — — „ TIONITHE T d1ND dIRECT_ I�l�C AND SHALL;BESOLELIBLE FIORIALLICIONSTRLlGIEANS, METHODS,,-TECHN 1 IQUENCES 4 THE DRAWIN S A!��� 5 ECIF11N IONS SHOWN EPRE ENT THE FINISHEDSTRUG� NESS OTHERWISE NOTED,—AND'DD NOT INDICATE'THE ME CONSTRU CONTRACTORS (N'� �DRAWJNGSIANID SPECT AS SHALL BE KErPT AT THY I AND SHALL BEIAVAII a AUTHORIZED_REPRES S';RT. F THE 81' ROCEDL 1 " I II oEe B THE APPRO 11 II I I. — I ILOING AND DEP_ARRTMEI SHALLII#klNO�iD1,EVIAT10N t �1�E APPROVED=P_LA_NS A III ;IICATlON3,ll"WIIITHOUT AN -� CHANGE ORDER. IIII VIII IIIII ED A ANDINGPATlO COVERS S1� 4 TBE ENCLOSED=WITH F SOLIDORIIMESH MATfRJFt7€EEPT WHERE_NOTED IN FSVIICO OTINGS SHALLB — IIIIIIIIIIIII " 1P1 I1 11., - .� __ 1111III IIIIIII �- _ p�( n Y,I I unn, IIII , „• ,IIIIIIIIIIAILI �I III 1 I UIIIIIIIIIIIIIIIIIII EAR QN�IRNirNATURAL, UNDISTURBED RTiFIED FILL 11�� II 8 ANATACH; III I . OVERIMAY BEIISECUREISTING CONCRETE SU;I THEIISLABIIIS IAT LEASE ES THICK AND=IS LOCIAS W THIA FROST DEPT? �' _ I I I Iulm I a l ,, InIIIIIIII IIIIIIII dll' = I II IIIIIIIiJI llllul' ZERO TOA n I II OLUMN LOADIQOF 750 POU QS— — II II IIIIIIII „ III 0 VI 9 2U:P_QUNDS 11 , I E FOOTjIIIILILIIIIIANDIIIGREAE COMMERCIAL & USED'�1� j�RTS ONLY WHEN S WITH A FROST DEP �• Q� Ii P I' II 10.._DEStflN LOA I .' ATIONSAREII,INIACCORSi6><-W1iFl IBC SECTION3'1606:��11I , �l� 2. - IIIIIIIIIIIIIIIII��IIIIIIIIII�IIIIII�I�I I IIIIIIIIII�IIIII IIIII �IOI���IIII��III�����IIIIIIIIIIIIIIIIIIII DESIaN_GONSIp111:111111111IiIII�IIjlpllllu, IIIIIIIIIIIPIIIIIIIIIIII' _ IIIIIIIIIIIIIIIIII �IIIIIIIIINIIIIIII�IIIIIIIIIIIIIf —_ — IIIIIIIIIIIIIIIIIIIIIIIII IIIIII�IIIIIIiU�IIIIIIIIIIIIII u�IP i IIIIIIIdllllllll�l MINIMUM ROOF SLO FOR SOLID R00� PANELS: PER FOOT.'- II II VIII'I�I 12 UMP II �, 1� I SIZE 1B0'II'SQU'ARE FEET `19 MINIMUM SIZ 16111 TING ROOF'IOVERHANGAHED COVER:-W'SQUAR�II � @IIIIII 111IIIIII�IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII�IIIIIIIIIIIIIIIIII� 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI 7, SECTION 6.6.7.E 18. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13, EXCEPT WHERE NOTED IN THIS REPORT. 17. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). Q 18 THE RATIO (I ,I IPATIO COVE (((LENGTH (L, FT@LVIDEO BY THEMATIO THEMCOVER PIIIIJECTION OR WIDTH (P, FT), SHAbBE LESS J�AAV ONE (1). IIIIIIIIf IIIIIII MATERU►L SPEC „I . 11111IIIIIIIIII 111, 1 � __ IIIIDII IIIIIIIIIIIIIIIII I I I , I �: IIIUIIIII II IIIIIIIIII III 11 I II 18 _BEAMS SH SP!LIEED OVERIIIIIIIIiIIIIIE�IIIIICIIIIIINTER_WW NLY OFATHREE POST, III IIIIH'� N. aIIIIIQII�III�iIIIIIIIIIIIIIIIII�IIIIII ;IIIIII IIIIIIIIIIIIIIIIIIIII eIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII E —_ 20cALTERNATE I (NUM ALLOYSIIMAY BE SUBSTt ED FOR THOSE'SHOWN, PRO D THEYAREII„REGISTERED WIT 11WREALUMINUM=ASSOCIATION ATI �VE EQUAL ORIGREATER YEIt_ D �a1111111111I111y, A I I,I,IIIIIIIIIIIII _ I IIII II 11 _ _ „N SQUARE INCH. = IIIIIIIII 1. �IIIIIIIIIIIIIIIIIiIIIIfu ULTIMATE ST THS. 22 DESIGN CONCRETE k� V BEAR NG PRESSURE Igo SSIVDS PER SQUARE FOO' 1 PER ERALISOIL'IiBEARINGEI3 200 POUNDS -PER SO T FOOT, OF FOOTIN (EQUALS 10� III ,' 2 PER 7ABLEIIII11808.2 AND —�806.3 4I II IIII�III�IIIIIIIIIIII�III�I�IIIIIIIIIIIIIIIII — �I IIIIIII III�� IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2 ._ _BEDDEDMBERS SHALL BE HOT-0IPQFAGALVANIZED,_RUST-O-LEUf� PAINTED OR ELECTROPI E� lND CONFORM_TOASTM �R�E C. STAINLESS STEEL NfEt�l 3 SHALL CONF STM A85311 o o I 1 �_ II I IIIII IIIIIIIIII IIII IIIIIIII PI IIII I I II IIGRADE 40. II dlPl IIIII IIIIIIIII III i (IIIIIIIIII II�IIIIII11610 — I I ” II"hBONN- II ,III,I%L BO.11T SHAHIII,HAVE 7A1BW -CUT PIAtED WASHERjIVII�� �WIfM1l+D LAGI,SCREW6�lARE 24-FA6TERNEH UM BOLTS SHALL BE 2078=T4�b�t�L ALL=.BE AS, 28 JILL SCREWS E° LF 0 ILLI _ + ESR 1978 OR ROVED EQUAL _\ _ G (SDS) OR SHEETTu13AL SCREWS (SMS) IN CONF NIICE WITH ICC E$1„ - — 4,111,,, a11, , II TH RESl�17AT10 COVERS- Y. IIIIIII II' IG`��ER l _ - 27 -THE TABU UM COL�IMNII3PA,ING EN RING ON -A CONCRETE I IW iJIITED TOIUSEI Wa• IIIDIII IIIIII `I 29_SOLIDAND m ICE UMINUMIIPA71011COVER _E CLAS A ROOF ASSEMBLY I 1 COR ,NCE WIITH SECT'I,ON 15; EXCTION3 _ `lilllli� • • . ;II 1;1 S 28 SIMP_SON S 1 D SDS26800SCREWS ESV ACCORDANCE_WITH I ATIONIREPORTtESR-23� I • •11^II 1111IIId • • NO IIITABLE 1 - REDUCTION FACTOR APPLICABLE R��THOMASI. . 1 TO MULTIPLE SPAN CONDITIONS : Gq CAMPBELL . -q FOR ROOF PANELS �� A QQ • Z �_ V'R iIYI PEED ANOIIIEXgOSURE _ O aIIQI1IIIlIIIIIII�I ExAl II IIII .d .11,1,. 0 IIII II "'IIIIPIIIII; _H 0.' 3 II,,,1,.8 IIIIIIIII' I - 4pd,I'II li Ililllpllll, 7A_ OllvEl 9 H 100IMPH I 110 w _ — —II II I'VI1L E LOAO.FSF EXP.L. II EXP. 4 IIEXPII'C�J II(EXP. B: _ _ Q I II I II III Ii�l 1 'II����I�gII11111 IIIIIIIII )I — _ }� IIIIIIIIIIIII •• �o- 1.0 II PI 411111 1.aoliglll�ol$IPoIIIllloso a . - - - - 01 = - _ - - �+i " I N. Y � = IIIIIIIIII - _ °IIIIII'I'I'' \_ 1 1 _ II 1 el,l 11 1� II IIII 1p IIP _= �III�IIIIIII IIIII I�,1I� III '1IIIIIIIIIIIIII IIIIIIIIII����� 20= 1.0 ' 1 OOI �II7 001 111.00 : - III —= 11111 1 II n;ldl lllnlllll,ll,. '1. _ I II � Illllllllllttllllllllll llllllllllllll� IBM 30= 1-o0,l1'IlIi 101.00 A10.00 ; _;00 = _ _ _ _ `- IOIIIIim"� ,1a11P I'JII!Illoull,.. ,,�aalol — — u01111mm. � m11� 1i�lllllglllll - _�,Ilouol� _ - - f111P;° 11Q11r' 20 d 30 Of = UUNALVMi1 rrcUugw a irv� II IIIIIIIID" _ �Iiliili IiIIIllilllll 'III on00& 0= 1916)a x it {I� RisieMsmea 'divanrnllcomSOF33 NOTES IIII I�I I IIIII IIIII _ ;,»pilllilpl II ��Ip�� � � _ plll��� � IIIIII'' I Illllllllll�� llliplll - I IIIIIIIIIII1�ill���ll�i�iiul��ll� — — __ ���IIIIIIIIIIIIIIII����IIIIIIIII ��� Ilullul��Vll�ulll�ulllllll — =--� ,nuIIIIIIIIIIIIIIIIIIIIeI,,, � �_ ��_ .nnllllllllllllllleo.. .nIIIIImIUIIIlII11I1N1;,. ___ ��. 9112• SLAB III ALTERNATE ATTACHMENT uryJl SINGLE POST MAY BE USED SEE SCHEDULE VHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIREO NOTE: NO SPLICE AT THIS P03TAND END8AYS.3. SEE SCHEDULE 1 FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER , COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVEWORTJON. ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES , ALTERNATE: 3112' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN H�E 3 O y.P aiCRc„ SPLICE AT THIS AT END BAYS. BEAM 1/2 x B' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION COLUMNS WHEN USING TX 811r SIDE PLATES. ATTACHMENT CHANNEL *SEE SHT.18 FOR MINIMUM NUMBER OF SEE DETAILS — ROOF PANEL -SOLID- ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL MIDa MOFSL SEE SCHEDULE SPANS DATE. 4/28/2011 SCALE: NONE pRa�SgE1f3 I 'O.H.' NOT TO EXCEED 25% SEE SCHEDULE 1 O. SP SEE DETAIL FOR SPLICE 'O.H.' NOT TO EXCEED 26% OF SPAN POST AND AT END BA' FOOTING WHERE REQUIRED SEE DETAIL FOR SPLICE Se4k NOTE:EACHCO ONE qc. I * SQ, POSTS, SIZE VARIES Ogr 3fEs`S OPTIONAL: CANTILEVER B SEE SCDULE 1 * 3Q. POETS, SIVE VARIES POST 9 ACINGR 9112• SLAB III ALTERNATE ATTACHMENT uryJl SINGLE POST MAY BE USED SEE SCHEDULE VHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIREO NOTE: NO SPLICE AT THIS P03TAND END8AYS.3. SEE SCHEDULE 1 FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER , COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVEWORTJON. ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES , ALTERNATE: 3112' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN H�E 3 O y.P aiCRc„ SPLICE AT THIS AT END BAYS. BEAM 1/2 x B' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION COLUMNS WHEN USING TX 811r SIDE PLATES. ATTACHMENT CHANNEL ALUMINUM SEE DETAILS — ROOF PANEL MIN. 0.26' SLOPE PER FT SEE SCHEDULE ATTACHMENT MAY BE USED FOR SPANS DATE. 4/28/2011 SCALE: NONE WHERE PERMITTED. O. � 'O.H.' NOT TO EXCEED 25% SEE SCHEDULE OF SPAN OTE. O SPLICE AT SEE DETAIL FOR SPLICE RANCHO CUCAMONGLk CA (951) 741.2107 POST AND AT END BA' FOOTING WHERE REQUIRED IN 8289ALPINEAVE.,SACRAMENTO, CA 06028 Se4k NOTE:EACHCO ONE qc. S 1y� * SQ, POSTS, SIZE VARIES UNLESS — ch OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING MIN, 0.25' SLOPE PER FT 'O.H:' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE I SO. POSTS, SIZE VARIES ALTERNATE: 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE FST ASI. PI � � o: rnj �L CIVIL ; SEE SCHEDULE FOR P ST SPACING O,H 2S% O,, OTE 40 SPLICE AT THIS POST AND AT END BAYS. NOTE: EACH COMPONENT IS INTER - 112 x B' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FRFFSTANnimr. MI 11 TICPAN W/rAKITII GvcD noTlnKI DRAWN 8Y: E.N. ?6g6 O 3 112' SLAB ALTERNATE: A 0 R STEM . B : ATTACHMENT MAY BE USED SINGLE POST DATE. 4/28/2011 SCALE: NONE WHERE PERMITTED. SEE SCHEDULE 10, 20 a 30 WI SEE SCHEDULE OTE. O SPLICE AT MAX. HT: 12' RANCHO CUCAMONGLk CA (951) 741.2107 POST AND AT END BA' FOOTING WHERE REQUIRED IN 8289ALPINEAVE.,SACRAMENTO, CA 06028 SEE SCHEDULE NO CUBE SIZE NOTE:EACHCO ONE qc. CHANGE:ABLEWICOMPONTENT UNLESS ATTACHED MULTISPAN W/CANTILEV MIN, 0.25' SLOPE PER FT 'O.H:' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE I SO. POSTS, SIZE VARIES ALTERNATE: 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE FST ASI. PI � � o: rnj �L CIVIL ; SEE SCHEDULE FOR P ST SPACING O,H 2S% O,, OTE 40 SPLICE AT THIS POST AND AT END BAYS. NOTE: EACH COMPONENT IS INTER - 112 x B' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FRFFSTANnimr. MI 11 TICPAN W/rAKITII GvcD noTlnKI DRAWN 8Y: E.N. TOM CAMPBELLa ASSOCIATES, INC. LIVE LOAD = A 0 R STEM . B : IAPMOER80185 DATE. 4/28/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLO) PANEL STRUCTURES 10, 20 a 30 WI DURAL PRODUCTS. INC. REVISEDSY: RANCHO CUCAMONGLk CA (951) 741.2107 0.100 WINDu 90, t00a Ito MPH IN 8289ALPINEAVE.,SACRAMENTO, CA 06028 SHEET 20F 33 (916)462-702t FAX403-1519 We, untun,mm RAFTER. SEE TABLE * SEE SHTA6 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 112' SIDE PLATES. FOR IZE AND SPACACINO NO OPEN LATTICE TYPES - / SEE SCHEDULE n�e�o �� MAYBE COVERETHIS OPEN D. BTRUCiVRE SEE SCHEDULE i ..o 25% OF SPAN �- RAFTER SBE TABLE 1410,_ ANe SIZE LENGTH OF STRUCTURE VARIES DETAIL NOTE: EACH COMPONENT IS INTER- 3 BE USED WHERE > Ia SLAB ATTACHMENT CHANGEABLE WITH ANY OTHER S� PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. r SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER mTHIS OPEN LATTICE -TIME STRUCTURE 1jy SCALE: NTS MAY.MBECOVEREO. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE- RAFTS SEE TABLE MAK ;' FOR BRE SEE SC;' E CLJY. THIS OPEN LATTICE.TYF AND SPACING MAYAUBE COVERED. LENGTH OF STRUCTURE VARIES SEE POST LENGTH OF STRUCTURE VARIES EACH COMPONENT IS INTER. LF WITH ANYCITHER r UNLESS OTHERWISE SHOWN. FOO E "P" ATTACHED MULTISPAN SEE 1"J NOTE: LENGTH OF STRUCTURE VARIES ��Sn�SUU POST WITH SIDE PLATES SEE DETAIL AS I.•�° o O`P� ALL r DRAWN BY: E.N. ' 31/T SLAB I NOTE: EACH COMPONENT IS INTER- TTOO CON USTRAIAIN IAPMO ERH 0196 CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING, SEE0 SCHEDULE OPENLATTICE 2' SLAB Y BE USED VWHERE 'NOTE: ER- EACH COMPONENT IS INTF. CONSTRAIN OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER irHEDUFOOTINGLEEE COMPONTENT UNLESS 6269 ALPINE AVE, SACRAMENTO, CA 95828 SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE OTHERWISE SHOWN.D SEEEO. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN I_ TTICF STRI ICTI IRF DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC: LIVE LOAD • PATIO COVER SYSTEM AS FG. Y: IAPMO ERH 0196 DATE:4126I201/ SCALE NONEREVISED COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOMEERINO OPENLATTICE 10.20630 Pat DURALUM PRODUCTS, INC. BY. RANCHOCUCAMONGA, CA (951) 741-2107 STRUCTURES HORIL WIND - 90,1006110 MPH 6269 ALPINE AVE, SACRAMENTO, CA 95828 SHEET(918)482-7021 FAX4031819 eBlea®dulBtumJ- SOLID PANEL SPANS FOR COMMERCIAL & P&jQ§ 90/100/110 MPH EXPOSURE B & C .09R. (I.S.) —,, .25' ALL UNMARKED RADII.O 2.5" ALUM. ALLOY 3004-136 OR EQUAL N"T THOMAS I. ' . L CAMPBELL .O ii xp1 3 m ILa NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. _�8" x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW) —'90 h 'L.L= PANEL -T"' MPH SPAN '- 100 MPH SPAN 110 MPH SPA (PSF) (IN.) EXP.B EXP.0 /EXP -1B EXP.0 EXP.B EXP JJJ� 018 12'-5" 12'5" 12'-5" 12'-5" 12'5" 12'-3" SHEET 5 OF 33 ti020�1 12'-6" 12'5" 12'-5" 11' 8" 11' 8" 10'-7" .020 12'-1" 12'-1"_. 12'.1^ 11'_1• 11'_1• 10'_1" 024 13-1" 13'-1" 13-1" 13'-1" 13'-1• 12'-11" 901 .024 13'-1" 13'-1" 13-1" 12'-4" 12'-4" 11'-2" .032 15'-3" 15'-3' 16'-3" 15'-3" 15'-3" 15'-3" .032iT 15-3" 15'-3" 15'-3" 14'-5" 1T 4" 13'-9' .040 IT -s" 17'-3" 17'-3" 1 T-3" 1 T-3" 17'•3" 040 1T-3" 17'3" 17'-3" 16'-5" 18'5" 19'-T 020 10'-0" 10'-0" 10'-0" 10'0" 10'A" .018 10'-0" 10'-0" 10'-0" 9'-5" 9-5" 8'-9" .024 10'-10" 10'-10" 10-10" 10'-10" 10'-10' 10'-10" 20 020 10'-10" 10'-10" 10-10" 10'-5" 10'5" 10'-0" .032 12'-7' 12'-7" 12'-7" 12'-7" 12'-7" 12'-7" .024 12'-7" 12'-7" 1.2'-7" 12'-2" 12'-2" 111-8" .040 14'-3° 14�141-3*14'-0" 12'-7" 12'-2" 14'-3' 14'-3"14'3" 14'-3" 14'3" 14'-3' 13'-9" 13'-9° 13'-3" 020 r-8. 7'$' 7'-8" 7'$" 7' 8" 7'-8' 040 7'-8" 7' 8" 7'-8" 7'-5" 7'-5" 7'-0" .024 91-5" 9'-5" 9'5" 9'-5" 9'-5 91S° 30 .018 9-5" 9'-5' 9'-5" 9'3' 9'-3" 9'-0" 03211" 10'-11" 10'-11" 10'-11" 101-11" .020 10'-11" 10-11" 10'-11" 10'-9" 10'-9" 101-8" F.040 12'5" 12'5" " P�l 12'-5" 12'-5" 12'5" 30 .024 12'5° 12'-5"2'-5" 10'-T' 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. FIGURE INDICATESFIGURE INDICATES ENCLOSED NOT ENCLOSED rr IN ACCORDANCE WITH C R(- x IRr- AOocrlrn,i r 6"x 2 Y" FLAT PAN (SEE NOTE 1 BELOW) y TOM CAMPBELL 8 ASSOCIATES, INC. L.L = PANEL"T" 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IJ.) EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0 JJJ� 018 12'-5" 12'5" 12'-5" 12'-5" 12'5" 12'-3" SHEET 5 OF 33 12'-6" 12'5" 12'-5" 11' 8" 11' 8" 10'-7" .020 13'-4 131-4" 13'-4" 13'-4" 13' 4' 13'-2" 13' 4" 13'-4' 13'-4" 12'-7" 12'-7" 11'-5" 10 .024 14'-9' 14'-0• 14'-9" 14'-9" 14'-9" 14'-9" 14'-9� 14'-9" 14'-0" 14'-0" .032iT 4" 1T 4" 17' 4' 1T 4" 1 T 4• 17'-4- 17' 4' 18'-5" 16'-5" 15'-8" 040 19'-7' 19'-7" 19'-7" 19'-7" 19'-7' 19'-T 19'-7" 19'-7^ 19'-7" 18'-7" 18=7" .018 10'-3" 10'3" 10'3" 10'-3" 10'-3" 10'-3" 10'-3" 10' 3° 10'-3" 9'-11" 9'•11" 9'-7" 020 11'-0" 11'-0" 11'-0" 11'-0" 10'-8" 10 -8' .024 12'-7" 12'-7 " 12'-7• 1 2'-7° 12'-7' 12'-7" 12'-7" 12'-7° 12'-7" 12'-2" 12'-2^ 11'-9" 14'-3" 14'3" 14'-3' 14'-3" 14'-3' 14'-3" 14'-3" 143" 14'-3" 13'-10" 13'-10" 13'-3" 040 18'-2" 18'-2" 18'-2• 18'-2" 16'-2' 16'-2" 16'-2" 18'-2' 15'-8" 15'-6' 15'-1" .018 6'-11" 6'-11^ 8'-11^ 8'-11" 8'-11^ 8'-8" 8' 8' 8'-8" .020 9'-7" 9'-r g'-7• 9'-7" 9'-7',,--'9'-7• 9-T' 9'-7' 9'-4" 9' 4° 30 .024 10'-7" 10'-7" 10'-T' 10'-7" 10'-�10'-Jr10'.. 10'-7" 10'-7" 10' 4^ 032 12-5" 12'-6" 12'-6" 12'-5" 12'-5' 12'5" 12'-5" 12'5" 12'-5" 12'-1" 1T-1" 040 14'-1° 14'-1" 14'.1^ 14'-1" 14'_1• 14,,1" 14'-1" 14'-1" 14'-1" 13'-8" 13' 8" 13' -4 - FIGURE INDICATESFIGURE INDICATES ENCLOSED NOT ENCLOSED rr IN ACCORDANCE WITH C R(- x IRr- AOocrlrn,i r DRAWN BY: E.N. DATE' 4/282011 y TOM CAMPBELL 8 ASSOCIATES, INC. WE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0198 BCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO PANEL SPANS 10.20 8 30 psl DURAIUM PRODUCTS, INC. l(glG)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (941) 741.2107. HORIZ WIND • 8289 ALPINE AVE, SACRAMENTO, CA 98828 90, 1008 10 MPH FAX 403.1519 sslss®duialumcom SHEET 5 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE 13A C--1 .25' � .67- T=SEE TABLE BELOW q�p�- j.40' �7� V4.563.00' '2.46' 421.48 •40' 35' 3.00•-- 4.60' 4.60' -- 4.60' 24.00• ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI -"V" PAN (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL -r ON.) 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" 101-8' 11'-9" 9'-7' 10'-8' 81-8' 10 .024 13'-9• 12'-7' 13'-9• 11'-3' 12'-8• 10'-0' 18'-6" .032 16'-1" 14'4' 16'-11 13'-0' 14'-5' 11'-9' 20'-11• .018 W-81 91-6• 91-W 9'-r s'_6• 8 20 .024 11'-8' 11'4" 11 1.8• 11'-3• 111-6' 10'.9" 12-10• .032 13'-4' 13'-4' 13'-4' 13'-0' 13'-4' 15-5" 15'-5' .018 8'-6• 8'-5' 8'-5" 8'S• 8'-5' 8'-51 30 .024 032 10'-0' 1r-7' 101-0' 1 r -r 10'4Y it -r 10'-0' 1r-7' 10'-0' 11-7" 10'-0' NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. W Vn CyV/LL 12"x 3 1/2"W PANEL (SEE NOTE 1 BELOW) L.LQ (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'-r 15'-r 15'-7' 15'-7• 14'-1" .032 18'-6" 181-81 18' 6• 1e' -e• 181.81 17'4" .040 201-11' 20'-11• 20'-11• 20'-11• 20'-11' 19'-9" * 20 .020 11'-10• 11'-10• 11'-10' 11'-10" 11'-10" 11'-101 024 12'-10• 17-10' 12-10• 12'-10' 12'-10" 12-10" .032 15'S" 151-5" 15-5" 15'-5' 161_61 15'-5" 040 17'.9• 17'-3" 1r-3" 17'-3' 17'-3' 17'-3" 30 .020 10'-4' 10.4' 10'-4. 10-4" 10'4• 1014" .024 11'-2' 11 *-2* 111•2• ll' -2" ll' -2" 11'_2" .032 13'-6• 13'-8' 13'4• 13'-6' 13'-8' 13'-6- 040 DRAWN BY: E.N. SCAL' 1 TOM CAMPBELL 8 ASSOCIAIES, INC. LIVE LOAD • P VER SYSTEMA MFG. IAPMO ERY 0195 SCALE: NONE : NONE 'COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 6 30 psf DURALUM PRODUCTS, INC. REVISED 8V: RANCHO CUCAMONOA, CA (p6117dt•2107 HORIZ WIND - 70, 90 a 110 MPH B2a9 ALPINE AVE., SACRAMENTO, CA 05828 SHEET 4 OF 33 (918) 46b7021 FAX 409.1619 ubt®dureWm.mn COLUMN/ POST T*Y,PES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10'r 3 2y MAX. HEIGHT C =10' 3.00 -SQ. Iij204S SMS s 3.00" SQ. 3.00" SQ. .0 8.6 T. 3" O . 14"R ' .032• TMP' .048"STEEL O6/8" PLASTIC PLUG % .28" O O 3" SQ. ALUM. POST 3" SQ. ALUM. POST ) MAG POST WITH SIDE PLATES O� " 3" SQ. ALUM. POST ALUM. ALLOY 3004-H38 r 4 _ M. ALLOY 3004-H3.8 i fill 1:5 3 S . STEEL POST ALUM. ALLOY 6063 -TB ALUM: AL_LO" Y 3.00"OR I 6083-T8 2.40" f 7/18"G 1.375" FOR ,Sr���►r O II O I �.:75�� I ASTM GRADE 36 STEEL �---*THOMAS I. •' : 0"� : CAMPPELL • -cI • B •��m, ). •' IL n � ­� �.s rALL 136" x 1 6" x 6" HDO SHER PLATE AT ANCHOI 11.10 MPH ,ALUM,T" B /1.60" .090" TYP. INSTALL'1y2" x 136' x X, HDO WASHER PLATE AT ANCHORS OS O 3 2- 5/1 STEEL "T" BRACKET T -3"SQ.xt=.188" =3"SQ.xt=.260' =3"SQ.xt=.313' STEEL POST ASTM A500 GRADE B 8083-T6•' "H" BRACKET 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES 1-7/16.0 HOLE & 2-318" HOLES TYP. EA. SIDE =(4) -SDS 26412 3" x 8" ALUM. RAFT. BRACKET --1 3"x 8" ALUM. HEADER HEADER BRACKET (7) DRAWHSO"E.N. TOM CAMPBELL & ASSOCIATES, INC. LME LOAD • IO CO ER SYS MAS MF . BY: IAPMOERN0186 DATE:22011 SCALENNE COMMERCIAL AND RESIDENTULL STRUCTURAL ENGINEERING COLUMN / 10, 20 & 30 pet OURALUM PRODUCTS, INC. . REVISD BY. RANCHO CUCAMONGA. CA (881) 741-2107 POSTTYPES , HORIZ WIND" 80,100 a 110 MPHSHEET 6288 ALPINE AVE. SACRAMENTO, CA 86828 (818)462.7021 FAx403.1818 eeleaftdiuetum.wm 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 " m WALL FASTENERS SEE TABLE J ROLLFORMED HANGER ') FASTED R.F. OR EXT. HANGER A34 SEE CHANNEL, 2X OR 3X RAFTER BRACKET. .281" 11 ALUM.ALLOY fl 6063-T8 .O6 O EXTRUDED HANGER CHANNEL SEE TABLE ING ANGLE ALUM. PANEL 2X ORS 3x ALUM. RAFTER ii WIND FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. _ EXISTINGEAV SEE TABLE BELOW OVERHANG A B B C D D E E F 110 A B B C D D E E F (24" MAX.) DESCRIPTION OF LAG SCREW SEE NOTE BELOW woZ EXISTING EAVE CONNECTION WALL FASTENERS SEE TABLE 014 SMS G PANEL LOCKS OR 88 SMS AT EA. CONTACT 2,740- T-.060"- WALL ,740" T=.060"- WALL FASTENERS SEE TABLE CONTINUOUS A• RAIL ROOF PANEL 3 (WHERE OCCURS) ALUM.ALLOY APPROVED YOR 4' 6083-T6 ALUM.ALLOY INSUL. ROOF PANEL 014 SMS ®EA CONTACT 8083-T6 WALL CONNECTION O I.R. HANGER \"l I EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 18" O.C. CELL AT FASTENER) OR CONC. OVERHANG(L) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=: 90 A B B C O D E E F 100 A B B C D D E E F 110 A B B C D D E E F 16' 8• DESCRIPTION OF LAG SCREW SEE NOTE BELOW woZ A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.G. MAX. 24" O.C. B=SD826412 W/A34 FRAMING ANGLE EACH S10E OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. ~aC=SDS25412 AT EACH STUD, 18" O.C. MAX. 4D=3/8"0 x 4' LAG SCREW AT EACH STUD LL� "E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'-11" •F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 14'-8' 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 EXIST. RAFTER DRAWN BY: E.N. ALLOWABLE DECK I RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL=10 LL=20 LL=30 2"x 4^18" OR 2"x "x 6"11-8' NOTCHED O.C. V-6' 18' 6" 16' 8• 14'-2" 2'-0" 14'-0" 12'-8' ' -7"2FULL 9' -7- 24" O.C. 12'-5" 11'-8" 8'-10' 2'-0" 9'4' T4" 5'-7" 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 19'-11" 19'4' 14'-8' 2"x8" FULL OR24" 2"x10" NOTCHED O.C. 2'-0" 31'-11" 31'-11" 25'-0" 10# LL.=(2)#14 SMS EA. SIDE 20O# .-(2)#14 SMS EA. SIDE U -BRACKET _ T'3/4" OR 1 1/2" T 2'x61/2'OR 5 -MIN. 3' X S" ALUM. RAFTER /4' OR 1 1/2' 1 4 SMS T&B AT 12" O.C. 1 1/4" YP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE I ` EXISTING WOOD STUD FRAMING EAYF LENGTH �I '�" 24OR- LEDGER NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL=20psf EXISTING LUMBER AT OVERHANG: 020 DF -L. 2 EACH 114'0 x 3.1/2' LAG SCREWSL.L=10 psf 1 INCH MAXIMUM NOTCH AT WALL. 2 EACH 7/18"O x 3-1/2" LAG SCREWS L.L.-20 AND 30 poi R }814x7 Y4' ��u\�\\\ (2" MIN. PENETRATION INTO (3}# 4)0112'W.S. PATIO covER THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED T 1\ BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND `` C,INE�Rui11 EXISTING WOOD STUD) 11. .3 AND 11.1A, RESPECTNELY. V`_ ... • • S�.y% NOTE: USE LEDGER WHERE RAFTER SPACING Il �. • • • • '9 EXCEEDS EXISTING STUD SPACING %L NOTE: BRACKET THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SD • ,A NOTE: PLACE "SIKA FLEX" OR SIMILAR MAYBE MOUNTED "THOMAS I. •• `, EE ® FOR ATTACHMENT TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUAT T. •• 00, MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER w/ /� RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL CAMPBELL • -n SAME CONNECTION'S. r� 3113 : m WALL CONNECTION 33 O BRACKET CONNECTION DRAWN BY: E.N. TOM �� INC: HANDER CHANNEL LIVE LOAD' PATIO C SYSTEM AS FG. BY: JAPMOER00195 DATE: 4#20/2011 COMMERCIAL AN 8T(tUCTURAL FsNBI AND BRACKET 10, 20630psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCH •.9A.(95)1.7N� 107 ATTACHMENTS 9HOR ��� PH 8269 ALPINE AVE., SACRAMENTO, CA 96828 (918) 452.7021 FAX 40}1619 sslssWumlumcom SHEET 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS FOOTING SIZE SINGLE POSTS ALuM.TaRAcKET USE w ym 18" 18" SO. 12• BOLTS 20" T BRACKET 12' w 1 - POST TYPE B.C.D. OR E. - , _ � STEEL P08i ONLY: Ag ® 3.80. POST W/ i r — r STEEL.'1'BRACKET USE WITH 777 USE POST TYPE (3 8.0 BOLTS 28' 32* SO. I, ' POST TYPE B.C,D,E,F.0 HJ OR K j F, G3 H. J OR K FOR POST TYPE J 31SQ. POST SIDEIOF POSTR 1/4" a"80' POST ALU .7�I 6OCxii r (4)-/410 4 3/4' M.B. THROUGH 1 POST 32' KWI 90LTS oREQUAL STEELT'BRACKE71 USE 112 DEPTH OF 40'-42• CUBE 4 5• (2}1/2"0 BOLTS 18' INSERT RALL (2}1/4'0 POWERS WEDGE- • BEE NOTES BELOW �(22}3IB'OHLLTI KWIK BOLTS OR EQUAL FOOTING OR 12' MIN. EMS NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. OTHER CONDITIONS 4 6. X.1881 BOLTS + OR EQUAL, EACH BRACKET TO SLAB. 40' 80' SQ. 39' 2WEMBEDMENTDEPTH FOR 11 • : V. ASTM A38 STEEL MINIMUM DISTANCE TO KWIKSOLTB) I �' T.O.C. EDGE OF SLAB - 4" OR ; ..I ar TO CRACK = 10' (1 W MIN. EMBEDMENT) ' d 1. , . 2.� !N SS A87M A672 STEEL DE ITH a Ia(t 12'OM.B�4: �� °•. 3/1e' ✓/ • SLAB SHALL BE IN } O PWRED CONCRETE x9• LONG, t �S4L�1 :•'• y ` GOODOO I FOOTING SEE NOTE FROM END Iz ° OF PbST j•: ;L z OR FLU ESO (BTL.) 3112' MIN. FOR SIZE BEE FOOT N QUARE ' POUREO SQUARE SEE FTfl. OR 4' Sq. POST (STL) ' BCHEOULE M BEAM SPAN TABLE CONCRETE FOOTING SCHEDULE IN BEAM IN8ERT EXISTING SLAB 7 3" Sq. POSTS TO 8 1 SPAN TABLE SQUARE POST EMBED, PLA/B'THK, - - - CONC. FOOTING INTO FOOTING 9 11/2" B' 112' ATTACHED ALTERNATE FTG ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SQ. IB' DEEP • CUBE Fro. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SO. 12• BOLTS 20" 21' SQ. 12' 23.6 24' CUBE (2).12.0 3 1/4" 22" 25' SQ. 18' 25'- 30' CUBE (4)-12.0 31/4' 24" 28' SO. 20' 28' 32* SO. I, ' 23" 1 31'-34"CUBE (4}5/B'0 4- �28"v 35" SQ. "25"- 35' - 39' CUBE (4)-/410 4 3/4' 30• 39" SQ. Y8' 32' 43' SO. 3(" 40'-42• CUBE (4)-314'0 43/4• n 34" 47' SQ. 32" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. 38" 51' SQ 34" W. S5" SQ. 37' 40' 80' SQ. 39' NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4- OR 7' I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2'X)PX5X.'AT STEEL*r BRACKET. 3. POST TYPE F DO NOT USE STEEL T BRACKET W/T I -BEAM. v-�..•4. • • "I. Ito*' I. 9< ftPe'. 0 0 .0 Ra r 42" 84' SQ. 41'' I •I • ••• C.B. FOOTING W/4.8L�B�-� • • A A hhlR�l@Z� NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. COLUMN IAPMO ERtl 0195 SCALE: : NONE 1 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT REM E: NONE AND EMBEDMENT REVISED BY: - RANCHO CUCAMONOA, CA (851) 741.2107 WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SO. X 5/8' I B, C, D, F, G, a H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9'x91c 5/8" STEEL PER I.C.C. ESR -.1917 OR EQUAL (4 314' EMBEDMENT DEPTH) LIVELOAD. rr1I w L;UVtK SYSTEM AS MFG. BY: 10. 20a 80psf DURALUM PRODUCTS, INC. NORM WIND 6269 ALPINE AVE., SACRAMENTO, CA 95828 90, 100 a 110 MPH ()16) 462-7021 FAX 403.1619 gate, uratum.mm SHEET 10 OF 33 HEADER 'BEAM TYPES & _ ATTACHMENT DETAILS 1.52" 81" GUTTER EXT. CLIP GUTTER EXT. CLIP 2.00" SPLICE WHERE 3.00" SQ. 1.79" OCCURS SPLICE WHERE SPLICE WHEREP31 OCCURS OCCURS 4.6" 2.57" as' 14" 2.19" z.oa• .oeb• TYP p $ 2.08" z� TYP- nes• 2.93" —� ' .28" .038" R.F. GUTTER z'T ASTM A653 GRADE 40 FASCIA -ALUM. ALUM. ALLOY ALUM. ALLOY ALUM ALUM. ALLOY O ALLOY 3004-H36 A 6063-T6 6083 T8 �1M� �V063-T6 "V E 6.5" ROLLFORMED 4.5" GUTTER O MAG. G �N •' T-9j�. MAG BEAM O 3" SQ. STEEL BEAM • THOMAS 1 •. 4� 9 ofEsst 0 CAMPBel l ; O r 3' `o C18� 3 mMAX° 2" 8.6' 3.0" r— 7-1 IVIL•�_I(— W EIRE SPLICE �-. OCCURS-4" ERRE 7� $� 2 , ° • .042" --.070'.1 TyFTYP. .032" / I — 8.0" y ._ � 1 v Ll ALUM. ALLOY ALUM. ALLOY 'ALUM. ALLOY -3004-1436 OR EQUAL ALUM. ALLOY 3004-1438 OR EQUAL ALUM. ALLOY 3004-H366 L 6063-T6 O 6083-T8 J OR EQUAL 4" I -BEAM F OK _. 7" I -BEAM G 2 x 8 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3 " - 1 MAX X � 3" 6' B' ( MAX. 3" 8 " .375" —i— —•1— —I .042" .042" � +.�2 T • 14 GA 7.8 5" 8:656" T • 9.126" 8" ASTM A883 GRADE 60 ALUM. ALLOY W03 -T6 ALUM. ALLOY 3004+138 ALUM. ALLOY 30044138 OR EQUAL OR EQUAL I " _ .375" ALUM. ALLOY 3004.1438 OR EQUAL L 1 2.875" 1�' �� •7�"' � !� - OM DBL. 3 x 8 BEAM O 3 x 8 BEAM O 7" I -BEAM "C" OP �3 X 8 BEAM -W/ STL.•INSERT' DBL. 3 x 8 BEAM W/ DBL: 3 x 8 STL. INSERT STEEL INSERT SPLICE /INSERT ORAWN �' 11 � DATE:.- TOM CAMPBELL S ASSOCIATES, INC. LIVE LOAD • PATIO COVE SYSTEM AS MFG. Y: 1APM0 ERN 0198 SCALE.- NONE NON COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20 8 30 pe! DURALUM PRODUCTS, INC. 1(915)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (9b1) 747-2107 HORIL WIND • 8289 ALPINE AVE., SACRAMENTO, CA 85828 90. 100 8110 MPH FAX 403-1819 eelea®OureWm.00m SHEET 11 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION WITH WOOD FILL OR LIVE WAD • ' jBEAM SPLICE TO ` 1� r QNQ Itl \ (NEW OR EXISTING) QKOf E S p\ `'rte OCCUR DIRECTLY OVER 5/8"0 PLASTIC -_ POST. NOT PERMITTED 1 1/2" OR 2"LATTICE #8 SAILS. 1. �( 2 -POST UNITS PLUG WHERE 6 SCREWS SCREW IS INSIDE i DURALUM PRODUCTS, INC. ALTERNATE BOLT CONNECTCTIO DOUBLE RA R- !T`` PER IDE I ,5" #14 SMS MAY i CONNECTIONS ALTERNATE' 28 88 ALPINE AVE.. SACRAMENTO, CA 958M NO.379/I *+ BE USE AS eq too& 11oMPH (818)432-7021 FAX403.1a1B wIsl@dl shmm = I 4414 S.M.S. EACH 3.5"• 3.5" ALTERNATE TO RAFTER TO COL. CONNECT. (8 -TOT.) 3.5 5..5' 1/4"0 BOLTS I I I 5" 8' BEAM � 1 ❑1 OR �2 4.a• o s• 6-#14 SMS 1• EACH SIDE 6 192" SIDEPLATE EA. j ERs SIDE SEE POST SCHED. 3 Sc 3'8TL.POST (24') INSERT ATTACHEb OR 3 Sc 3•STL.POST COLUMN ° `G,C ALTERNATE : `�' • (z}2xe.5•oi ��. .•" (z}3"x •HEfl: #14 SMS EA. SIDE ' •' •. r � , OP, MID HEIGHT •••' AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES j FOR FREESTANDING X33333 . THCMAS �: 1, % (2Ylfn2 CA PBELL 'a t BEAM TO POST CONNECTION 21 � 2"xes•s)DEP f m xp' POST SCHEDULE ' � iv L, � x .032" + (2r2" x 61/2"x.024" 3' SQ. x .032" + (2)-2" x 61/2" x .032"i DBL. RAFTER / DBL. HEADER CON (6)#14 S.M.S. EACH SIDE. 2 W/ (6)414 S.M.S,EACH_SIDE.i__ y i SE ON.CONC. SLAB ONLY____—.-—USE-ON-CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE r --LATTICE 1 1/2" OR 2' 2"x6.5" OR 3'x8" RAFTER • ALTERNATE: 1/2" BOLT ALTERNATE: (2)- #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"xB' HEADER 3"0"x0.024" (1) -1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 EXISTING SHEATHING 2'x6 X'XO.024' ALUMINUM MEMBER TOM CAMPBELL 8 ASSOCIATES, INC. WITH WOOD FILL OR LIVE WAD • 2"XS' NOMINAL LEDGER r QNQ Itl \ (NEW OR EXISTING) (2) SIMPSON SOS25600 GitQ9� EXISTING 1' STUCCO OR EQUAL 2.5' PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 DBL. 3"XB"X.042 BEAM OR DBL. 2•X6.5"X.032" BEAM `— 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X a/" 3" SO. POST LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 DRAWN By.E.N. LUTE: U2812011 TOM CAMPBELL 8 ASSOCIATES, INC. LIVE WAD • PA O E S MFG. B IAPMO ERN 0188 SCALE: NONE COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10.208 30 pet DURALUM PRODUCTS, INC. REVISED BV: RANCHOCUCAMONGA• CA (851)741.2107 CONNECTIONS NORM W IND " 28 88 ALPINE AVE.. SACRAMENTO, CA 958M eq too& 11oMPH (818)432-7021 FAX403.1a1B wIsl@dl shmm = SHEET 14 OF 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED OPEN LATTICE& SOLID COVERS 5o 2"X6.5"X0.024" SIDE PLATES POST0 5o 2"X6.5"X0.032" SIDE PLATES POST Q 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 4' 2 2 2 2 2 3 4' 2 2 2 2 2 2 5' 2 2 2 3 2 3 5' 2 2 2 2 2 2 6' 2 3 2 3 3 4 6' 2 2 2 2 2 3 7' 2 3 3 4 3 4 7' 2 2 2 2 2 3 8' 3 3 3 4 4 5 8' 2 2 2 3 2 3 9' 3 4 3 5 4 6 91 2 3 2 3 2 4 10' 3 4 4 5 4 6 10' 2 3 2 3 3 4 11' 4 5 4 6 5 7 11' 2 3 2 4 3 4 12' 4 5 4 6 5 7 12' 2 3 3 4 3 5 13' 4 5 5 7 6 8 13' 2 3 3 4 3 5 14' 4 6 5 7 6 8 14' 3 4 3 4 4 5 15' 5 6 5 8 1 6 9 15-1 3 4 3 5 4 6 THE MINIMUM NUMBER OF COLUMNS SHOWN IN THE TABLES ABOVE REPRESENT TYPE D COLUP DETAILED ON SHEET 8 ;y GINEER"��h THOMAS I ••.� CAMPBELL •z • m •,c. C 1. = a epl�v•v DRAWN BY: E.N. TOMCAMPBEIL&AS60CIATE3,9NC. LIVE LOAD • PATIO COVER SYSTEMA FG. IAPMO ERN 0185 DAME:4=01t SCALE: NONE IREVISEDBY: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MINUMUM 10, 2069 0pef DURALUMPRODUCTS,INC. 1(916)452-7021 ' RANCHO CUCAMONGA. CA (951) 741-2107 REQUIRED COLUMNS HORIZ. WIND • 90, 100 8 110 MPH 9289 ALPINE AVE., SACRAMENTO, CA 95918 SHEET 15 OF 33 FAX403-1519 e61ee®dv�alum.com ;10# L.L.-90-MP_H_FFiEESTANDFNG & AT_T.ACHED-SOLJD PATIO: DBL. 3"x8" BEAM TOM CAMPBELL 8 ASSOCIATES, INC. DBL. 2"x6.5"x.032" BEAMr DBL. 3"x8"x.042".BEAM 3"x8'' BEAM w EACH W/ A 3"x8" STL. INSERT >- 3"x8" BEAM MAX . MAX•POST MAX.PDST SPACING SPACING FREESTAND ATTACHED MAX.pOST FREESTAND ATTACHED MAX POST FREESTAND So MAX.COL. �°D . SPACING ON SLAB* FOR DBL. FOR 3"x 8" 2"x8.5'x.032 SPACING (SPAN) (SPAN)FTG. MIN. FTG. POST FTG. POST FTG. N.SPACING MI POST FTG' G 2 28 B BEAM ON.) TYPE (IN. ) TYPE (IN') TYPE (IN) POST TYPE (IN') TYPE 4' 17'-0" 12'-81l-9" 12'-8�'-10" 29 F 1 20 B 18'-218,-9^ 32 G 2 22 B 23'-21 34 24 — B 2T-3" 35 G 26 B , 6 .28 M;C 25'-2" �^ G 5' 13'-7" 11 11' 28 F 1 21 B 16'-315 31 G 2123 B 21'-1" 33 30 E 10'-8" 10'-7" 25 B 23'-7" 34 -0" 28VE , 8 28 1 g,�" G 6' 11'-4" 10'-4" -7" 10'-49,_8,r 2$ F 1 21 B 14'-103,_8" 30 G 2 24 B 19'3"�,-9" 32 G 71 9'-8" 9 -78' 9 -78'-11., 27 G - 22 B 13'-8' 30 G 225 B 1 i'-1 32 E 19'-6" 3210' 2,-8" 26 B 20'-1 i 6'-5" G 8' 8'-6" 9'-0" 8'-11" 27 G 20 B 12'-1 " 29 G 23 B 16'-8" 31 G 32 G 8'-4" 8'-4" E 12' 22 E 11'-10" 25 F 15'x" 27 9' T-7" 8'-6" 8'-5" 27 G 21 B 12'-1" 29 G 23 B 15'-9" 31 F 7 '77:77 B 32 23 3 11'-2" 30 26 16'-5" 1 q',6" G 10' 6'-9" 8'-0"7.2 6'"0"7' 27 G 2123 B 11'-60,-7" 28 G 2326 B 94'-1 " 30 G 6" F 15 13' 9 ^ 11' 6'-2" 7'-8"6 71-7 28 G 2124 B 10'-110,-1" 28 (7 124_ B 14'-13,-2" 30 G 8" 7 12' 5'-8" 7'-0"6,-0" 7'-4" -46'-10^ 29 G 22 24 B 10'-6 9r_8^ 29 G 2 27 B 30 G 2'-7„ 13' 5'-2" 6'-6"5,-6" 7 -0"6 29 H - 24 B 10'-1"9�-3" 29 }- 24 B 13'-12,-1„ 29 Fi 4" 14' 4'-10" 6'-0t'5-2" 8'-95'-10" 30 H 2 25 B 9'-8 30 H 2 B 12'-7" 30 H 8'-11„ 28 11,-8" 15 '4'-6- 5'-7" 6'-6" 31 H 22 B1 �v-8- H 25 B 12 -2" 31 H 4�_g" 5'-6" 25 28 11'-3" * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN 1N THIS6©FES$( COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. I. 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 & SHT. 25 FOR FREESTANDING INSERT � DBL. 3"x8" BEAM TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD , PATO COVER SYSTEM AS MFG. BY: EACH W/ A 3"x8" STL. INSERT >- A_T TACHED MAX FREESTAND ATTACHED Fj C F ' MIN. PEST SPACING TG. FPOST MIN. FTG.MIN. HORIZWIND iOM 60, 100 a 110 MPH m (IN.) TYPE POST (SPAN) (IN.) Ob TYPE (IN.) POST TYPE 2 B 33' 37 G 2 28 B 4' 25 30'-9" 2329'-1 B 36 G 26 B , 5 26 27'-8" 29 E 24 — B 2T-3" 35 G 26 B , 6 .28 M;C 25'-2" 30 E 24 9 25'-2" 35 G 27 B 27 C 23'-3" 30 E 7, 25 B 23'-7" 34 G 28VE , 8 28 E 21'-9" 31 25 B 22'-3" 34 G 2891 28 E 20'-6" 32 26 B 21'-1" 33 G 2929 E 19'-6" 3210' 26 B 20'-1 33 G 29 11 , 29 E 18'-7" 33 F 26 B19'-3" 32 G 30 —3 E 12' 30 E 9" F 27 B 18'-6" 32 H 303 E 13, 30 E 17'-1 ^ 4 F 7 '77:77 B 32 H 3 E 30 E 16'-5" 34 F 14 27 B 17'-3" 31 H 31 E , 31 E 15'-11" 34 F 15 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPO WHERE ONLY ONE FIGURE SHOWN INDICATES EXP..B 8t C. No THOMAS L CAMPBEL .. • -c► :z Exp: 4 ) = m CI IL •"® 0 Pio .e "• C DRAWN BY: £.N. DATE: 412612011 TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD , PATO COVER SYSTEM AS MFG. BY: APMO ERN 6165 F REVISE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING to, 20 a 5o e1 DURALUM PRODUCTS, INC. 1 REVISED BY: RANCHO CUCAMONOq CA (951)741-2107 0AND 0L.L. 90MP tO N L.l. W MPN HORIZWIND iOM 60, 100 a 110 MPH 8268 ALPINE AVE., SACRAMENTO, CA 98626 (616) 462-7021 FAx 403-1518 eat"e®durehtm.00m SHEET 17 OF 33 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C ' SOLID POST SPACING TABLE 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER SCALE: NONE 3" SQ. STEEL BEAM 7" I -BEAM 10, 20 600 r M PRODUCTS, INC. MAG BEAM REVISED BY: RANCHO CUCAMONGA, CA (881)741-2107 AND ATTACHED fOYIL 80'MPH HORIL WIND - 80,1008110 MPH 8268 ALPINE AVE, SACRAMENTO, CA 05828 MAX.POST FREESTAND _'O ATTACHED MAX.P03T FREESTAND FR ATTACHED MAX.POST FREESTAND ATTACHED MAXPOST FREMAND ATTACHED MAX.POST FREESTAND ATTACHED 5 v MAX.COL. SPACING ON SLAB tr SPACING (SPCING AN) SPACING (SPAN) SSPCING AN) SPACING (SPAN) TNG' 'IN( POST MIN. POST MIN. POST POST ANG' IN. FTG, MI FTG. MIN. FTG. MIN. TYPE TYPE (�G. TYPE (N; TYPE (NG TYPE ) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN) POST TYPE 4' 17'-D" 13.2._8. 30 F 1 B 161-1"4'-10•' 31 G 1 21 14'3 30 F 1 111 28 F 1719 27'-0"25'-0" 35 G 2 25 B 20 B �„ 21 B 0'_10„ B 5' 13'-7„ 12'-0'V-4" 29 F 1 B 14'-4" 3._3„ 30 G 2022 g 12'-10"11„ 29 F 1 B 10'-;�.-0. 28 F 1 B 24'-22��" 34 G 2 26 B 21 21 20 E s' 114" 28 F 20 B 13'-1" G 21 B 11'-9" 28 F 20 B 9-11" 27 F 19 B 22'-1" 33 G 24 B , a-4„ 22 12'-1"29 23 F -16 --lo. 22 9._5„ 21 20'-5" 27 E 7' 9'-6" 10'-4' 27 G 20 B 12'-2" 28 G 21 B 10'-10" 28 G 20 B 9'-5" 27 G 19 g 20'-5" 33 G 25 $ 9'-7" 22 11'-2° 24 10'-0" 23 9'-0" 22 i8'-11" 28 E 8' e'-6" 9.8„, „ 27 G 21 B 11'-4” „ 28 G --2 B. 10'-2°- 27 G 21 B s'-1° 28 G 20 B 1s'-1" 32 G 26 B 8 -10 23 10'-6 24 8 10 „ 23 , „ 8 -7 22 , " 17 -8 29 E 9' 7'-7" 9'-2", „ 27 G -; B 10'-8°_ „ 28 G 22 B 9'a",- 27 G 21 B 8-8°. 27 G 20 B 16'-0", 32 G 2s E 7-10 23 9 6 25 7 10 „ 24 7-10 „ 23 16-8 „ 29 F 10, 61-9" 8'-g" 27 G 21 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 7'-1 24 8'-7- 25 7'-1 „ 24 7-1" 23 5'-10 „ 30 F 11' 6'-2„ 8'-3' 28 G 22 B 9'-2"._ 28 G 23 g g,-8„ 28 G 22 g 7'-11". 27 G 21 g 18'-4" 31 G 27 8-5' 24 7 10 „ 25 �_ „ 6 5 24 8-0 „ 24 5'-i" 30 F 12' S'-8" 10 7,-15'-11„ 29 G 2 B 8�-5"7�-2„ 29 G 2 28 B - - - - - 71-75'-11„ 2$ G 2 24 B 15'-'4-5' 30 G 2 31 E 25 F 13' 5-2" 7'-7- 29 H 22 B 7'-9" 29 H 23 B - - - - 7'-4" 29 H 22 B 15'-0" 30 H 28 E 5'-5" 25 6'-7„ 26 5,_5„ 24 13'-10" 31 F 14' 4'-10" 7'�,5�_1.� 30 H 2 B T-28,_2„ 3'0 H 2 B - - - - - 7'-1'3-1„ 29 H 2 B 14'-53.x. 30 H 2�IF 25 26 24 15' 4'-6" 4._9. 31 H 2 25 B' �_q„ 31 H 22� B - - - - - 6-10D. 30 H 2 �d B 14 0 , -4„ 31 H 2 Or 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. WHERESLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED S SHT. 26 FOR FREESTANDING THOMAS I. °•. I; MPBELL Xp: 3 1 ; rnl r IL FIGURE INDICATES EXPOSURE B El FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. DATE: 4126=11 TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD " PATIO C PATIO COVER SYSTEM AS MFG. BY: IAPMO £R8 O/B5 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 600 r M PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (881)741-2107 AND ATTACHED fOYIL 80'MPH HORIL WIND - 80,1008110 MPH 8268 ALPINE AVE, SACRAMENTO, CA 05828 SHEET 18 OF 33 818 452.7021 FAX 4011818 ub• vahpr.mm