Loading...
12-0110 (PAT)P.O. $OX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number. 12-0 0 0-0 0110 Property Address: 79881 BARCELONA DR APN: 609-380-999-54 -293234- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 7661 Applicant: Architect or Engineer: r` a BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 Class: B License No.: 770843 Date::i )F Contractor: OW TION 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.). (_) 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 _ 1 1 am exempt under, Sec. , B.&P.C. for. this reason Date: 04 X_Owner: RUCTION 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/06/12 Owner: ROBBINS 79881 BARCELONA DRIiVE R `j LA QUINTA, CA i LA QUINTA, CA 92253 i 2- 1 Contractor: LIFETIME PATIOS CI rY ' A �WiPiTA PO BOX 5806 LA QUINTA, CA 92248 (760)772-0001 Lic. No::.770843 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 Policy Number WSIO040134-01 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 Code, I shall forthwith comply with those provisions. Date: Applicant: 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 1$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 of this county o e er upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent 7 Application Number . . . . . 12-00000110 Permit .. . PATIO COVER PERMIT Additional desc . Permit Fee 99.00 Plan Check Fee 64.35 Issue Date . . . . Valuation . . . . 7661 Expiration Date 8/04/12 Qty Unit Charge Per Extension BASE FEE 45.00 6.00 9.0000 THOU BLDG 2,001-25,000 54.0.0 --------------7------------------------------------------------------------- Special Notes and Comments 576 S.F. WEATHERWOOD LATTICE PATIO COVER AT REAR OF SFD. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .77 Fee summary Charged ----------------- ---------- Paid Credited Due Permit Fee Total ---------- 99.00 ---------- .00 ---------- .00 99.00 Plan Check Total 64.35 .00 .00 64.35 Other Fee Total 1:77 ..00 .00 1.77 Grand Total 165.12 .00 .00 165.12 LQPERMIT `rrrr r r r �.B_UIL__DING GidPyr &' SAFETY � DEPT. FOR CONSTRUCTION -DAT Ilii �' il' II I!JI�i, IIIIIIIIIIInIiII��IIII���I�IBllllllllll� II'I!lilll IIIIII!'',SHEET INC3 �- CNFCT it-CI.ISFT F . ......................111111111' ::. IL' - ii ii ..n, uu Ill �' � ,i��1, IIIIIIIIIIIIIIIIIIII p P �,I, __ IIIIIIIIIIIIIII�IIII� I ,,'!II !I�°I'III�III'�II�';' II�.I�I . � -__ _ Illllllllllllllllllll — —._ __ IIIIIIIIIIIIIIII�II VER SYSTE{ 1 FOAY DU 'Ipl glLU'M PRODUCT -S IAC. IuIPiIIIPIIIIiIIIIN�d���iliilP�IIII�UI�JI' _- - _ = IOIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIID� diIPIIIII,IIIMII!IIIII,IIIiiIIII,Illlllll'iI .•• TH • , IIIIII, n n PMA i r e .. �—�©� N / POUT nraEs_ I I II III I I I I II IIID VIIIIIIIII III pI I I I ' � ��� —'"� 9 ... 0H- dGER CHANNEL AND BRAG I,I I' HMEtJTSIIIUIIIIVI I IIIIIII�IIII —��_-- 10 ..... _: IIUMN SURFACE MOUNT AN MENT p1, „PES= . I�I�IIII i��ii�� 12 ............BEA 1V�-SPLIC E DETAIL&- -� --- 13....8 =. ,TO POSTATTA_C-.HMENT III QI� _- 114 ... E CONNECTIONS. IIIIIIIIuIIu�I�II1011111 II 111�II�IIIIIIIIIIIIIIIIIIIIIIII�I III 16......- • _!NL' M REQUIRED COLUMNS�IIIVIII Ilninnll I) �,QIIlu11111111111111111111411I1��' 18 & 19 ...- L D POST SPACING TABLE �R S ANDING AN "IA"ACHED 1QIPH 18 &1 POST SP - ING_TABLE PII„ DING AND D ATTACHED i0#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. .... SOL ID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH SIC AND ATTACHED 1Q# L.L. 100 MPH 27 LATTICE POST SPACING TABLE FREESTANDING 28 TICE�ATPOST SPACING TABI�� ESTANDINGIIIAND ATTACHED'I_ M L. 1 10MPHR 29 E PORT PAC II n T I DINGIANDIIATfACHEDMft "MPH . ,30ZCE POSTSPACIN6 TABLE ....... I " 8�{jNDING ANDiIATTACHED 3 MPH =_ 31O —IID POST SPACING TABLE FR 8 FANDING AND -ATTACHED 2(€€ . 90-1 10 MPHR 32 =,SOLID POST SPACING TABLE FI' ' ESTANDING AND ATTACHED 20#x. 90-110 MPH 33 33.....-- SNOW ROOF-PANEL CONI�IIIIIIIIIII I��III�IIIIII�����III' II�IIIII ��I�IhIIIIIIIIIIIIUI ' . I��IIIIIIIII �— �- ML ga�QIIIIIQ411IIU II�IIIIIIIiI�II, LCU�k'T�NS PREPARE II IIII III. EGISTERED SIC IIIUllumalqum„II �IIuIIP' �• >FESL SAL SHA_L-l_BE ED I ,III �IIITIME Bt114G FICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS I'SPECIFI D=ON THE =P__LANS; I I'IITHAT CA ULATLO SMALL= IIIIIIIiIIIIIIIIIIIIIIIIII',R AVEW_ IIIIIIII Ilf ,IIIII'�llllllllligll OIYIIIIJrTO-- ��IIIIIAIIIiiimillDRE SNOW LOADIII �ISIONSIpIoOIIFPIIIBG SECTION IIII�IIIII�111��608, INO ANG, B1JT NOT �I' I TOIIIIIIIIIIIIII AIIN—ON=_S�C��V _ OAD, CH - UNBAL1 -11 N�iII Ih "IPIII n � SIJRSM A' �ISN �I� W SAND S14 dRIFJT �II������IUIII�III�III'IIIIli1�IIlIIU' _ ____= IIIIIIIIIIII �IIIIIII�I IIIdIIIIIIIIIIP���lillllli�lll�lll�l � _ ___= t'IIIw„ ,arf � � = - IIIIII�O, nlllll dlll.11 nl'.IIII � _ = -_ III„ U�I I�IIIIIIi T fl „„a ORY: D = _ I I W II III IIIIII Ig lu _ O.II�uIIIIIIIIIIIIIIIIIIIIIIIII I II S DESIGNII�� ILS SPECTRALIRESPIONS t R SITS S9 1; 25 S, - 0,5, IImI1!- I RESP E MODIFICATIO?S FACT9R,R:1 II 8: E' I 't'I IT LATER�IL FORCE PRaEE _ III IIIIII `II� — I 7 IIIDSIGNIASSUMPT IQNS III111a IIIIIIIIIIIIIIIIIIII�IIIIIII IIPIIIIIIII!J�1�IIIIIIIIII�I A MAXIMUM BUILDING HEIGHT (AVERAGE): 19' B. MINIMUM COVER SIZE: 8' BY 8' C. LEAST BUILDING WIDTH: 30' B. ROOF BEAMS CONTINUOUS OVER ONE ANTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE, ATTACHED)., C. BASED ON THE REQUIRED DESIGN LOADS; SITE-SPECIFIC RAFTER ANDI PANEL S, , n LES. rIIIIIIIIIPIIIIIIIIIIIIillllioh, alllll�IIIIII D. ” EADER; DST,, & Q - A7V - --OOTING_S1ZE� .ERE II� II III I —U T�� _ _ YNH I� llI THE SITESPECIFIC DESIG S. E. ATE STRUCTURAL IO'ETAi = IIIIIIllllllllllll�llll' F. CUMENTATION T AT MAY BeIREEQUIREO BY THE LOCAL A RISDICTIOT c l IIII llI IIII I I I ��t Iii�l�llllil�llll�ll�llllr - Illliiiilll�liiil �I. 1111Qnn. „nnm d'Id qu ,mei — - — dlllllw. �nnn II'IIIIIIIII �Illt� �lll lwll'lI J l = IAPiI� �Rp 0195_ DRAWN BY EAV = II OA7E�:426/10t1 - IIII IIIIIIII �I�I�I I Id'TO'1r.1 P'CAMPBFILASSQC _TES, INC. _.- Illhll Il a l E - = COMMERCIALIMIDRESIDEN'f111L $iYi_iURAL ENGINEERING_ II III IIII Ise I I IIIIipIIIIIIILNE,AD= 101201530 pal = 11�III�11 IIIV P_A COVERSYSTEMASMF t _�LUM PRODUCTSINC. I °VIII I I �I�III ulpll l I �IIIIIII �II�II�IIIIII�� I III IIIII'IIIIIII ”- 1 - OI�CUCAMONGA, CA `(951) 741.2107 ICN I I „ 68 6 I SHEET T 1�,,,,,,_ � t006't�0 MPH c _ 9128fi2J 21 FNC 403-i57A9 saleaC' urelum.ao � I rl � 0 SIII -- — L� L '�r •i � I I, II, t � -- _- I I• .,11!-,v.11 d ! 1(' � - _ I I!i �,,; „ I I � - - -- . I , . I I �,II I 111,1111, � _--._ : II����III���I�IIII I,IiIIII,II,,:LIII,I,II,I _— _ = I��IIIIIIIIII��I�IIIIIIIIII IIII,III,�II:�,III„��Ililllll — —_-_ - II Illuillll!II:IIII,IIllllliliiuld — ����I�IIIII����II�IIIIIIIII I IIII�VIIIIiIInIll�iu 1111111 ��IIIII I I����IIIIIIIIII����I��IIIIIII IIIIIIIIIIII II IIIIIIII�IIIIIIII���� ��I IIIIIII�IIIIIIIIIIIIIIIh�I��. 11�11�I�III�IIIIIIIII�I�IIIh���� ����IIIIIII � III I�II�IIIIIIIIIII��I�IIII�II�IIII�II��' IIIIIIII�IIIIIIII III Illllmu,. allllllll' IIII�IIIII�I � I ,IIIIi�iiuiu���,IliiiiiiiIlI, �_ I II NPMO ERQ I II II II III IIIIIIII�IIIIIII�IIII UVIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIP' -- uW u W u I nnm ' m .;n � � � u n nnnl nulnnunlllnn li � I -I r..: IIIIINIIIIIIIIIIIWIIIIIIIIIIu �. ?I III ISI III I r .,If l'1171I,lllll�'j'lli'II,iI'I` II I i IL �I I' IIII (IIIIIIIIIIIIIIIIIIIII > IIIIIUIIVIIiILIII'IIII I,zo sIIIIIIIIIIIIIIIIIIIII , I,III'III'fulllllllll�I;III!I�I Q�IIIIIIIIIIIIII@ , IIIIIIIIIIIIIIVIIIIII� I II I � I�.III I• I I � � � II I ' 'I, I III III � �_ I I ,� I I LI , I�������� __ �I��I ���� IIIIIII IIIIII'Illfll',III�I�II � � II��� SDI �I��I�I II III I I��I" �_ I III i � I SII I _ _ _= IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIiIIIIJIII — __--- IIIIII�IIIIIIIIIIIII IIIIIIIiIIIIVIIIIIII — _— II�IIIIIIIIIIUIIII IIIIdIIII�llllll — dll Ov�Rl�s'�Y'ST vIFG._BY--DU LIII� I I� PRI III °..� C = . IP II'llllflllllilllllpll `IIIIIIIIIIIIIIIIB' '. � II 1111111 I III IIII IIII IIIIIII lu _ � _ — II _ _ � - � �� _ III IIIIIII IIII I II ,(IIIIIII III � � � L N _ _ _E : IIII II IIII uIVIIIIdIIIIVIIIII�IIIIIIVIIIIIIIII� __ III1111111111I IIII IIIIIIIIVIIIVIIIII�I�III�IIIIIIIIVI llllllllllllll . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII __ _OTs IIIIIIIIII IIIIIIIIIIII _ _ _ III IIIIII RNING CODE8 ERNATIpONAL' — — - — " II'I" IFQRNIA ee�RESIDENTIAL CODES SMINI Alb SIGN COMPLIES_V111TH TI I I I I II IIIIIIIIII UILDING- 9 INTERNATIONAL RE IIIIII DE 2IOIIhIOIOAIP IIII it 1I1'1, IIIIIIIIIII.m _ _ I S�O0 IIIIIII iR�OADSFORBUILDINGSIIIII�I�OIRii�bRSTRIIIIIIIIICTURE9'IgNDTHMINUMMANUAL-ADM1jY�II.I IIIIIIIIII _ IIIIIIIIIIIIJIIIIIVI,IIIIIIIII IIIIIII IIIIIIIIIIII �IIIIIIIIUIIII�IIIIIIIIUIIIVIIIIUII OTES__ (IIIIIII IIII I . (I UIII�I�IIIIIII (IIIIIIIIII E i PERTAINING TO EACI�„ &ION" �EIIIIO�IIIIROOF PER SP_AN-COLUMN SILT ]� I� 1__ 5H ION SHAtL BEAR AN IDFYING TAGS INDICATING THE NSE AND ADDRESS -OF THE II PI gl.x TURERI DIESId N�LOADS AN r= � SAIBIE TY. II�IIIII��IIIII��IIIIIII�IIIII IIIIII II _— 5. eGNTRACOVED SET OS PERMS AND DIR EC THE" ORI' ,, NO SHA��SOLELY RESPONSIBLE FOR"A"LT111'C'O'N TRUCTJON' MEANS, METRQDgtE HNIQUES SEQUENCES"'}iRDTA'y HALL B THE JOB$I7E ANDb"" SH LABLE TO TIKE AUTHOR( SENTATIVES OFTHE B D SAFETY I , r n 4 'III m11 - I nl" (IIII ,, 1-- E II Q ��II�II ENT THERE 8HALL B I TION FROUv1IIITHE APPR _TdS AND SPECIE GATIONSI I , „IAN APPRO?�EDIIICMANGE_ �I I II��U�IIIIII IED AND FREESTANDIN OVERS SHALLIINOTIBE E LTH ANYTYPE OF SOLI I I�j �I�I RIAII WH = IN THISIlll�i I uIIIIII�IIIlllllll�llll II 7: CONCRETE FOOTINGS R ON FIRM,IIMATr,:-- U D SOIL OR_CERTiFIED I INW I' IIII I IIIIIII (IIIIIIIIIIII I I I ---- — — r IIII — — IIII IIII@ B�A�HED PATIO COVER MAY ED TO AN EXISTING C ARE . LAB PROV�HE 3 1 I ST 3 1/2 INCHES THICK OCATED I WITH EPTH OF A MAXIMUM C— QEUMN I POl1NID18�IIIIIIIIIIIIIIIIIIIIIIIII I I I �IIIII IIIIIII III III `� I >I (IIII IIIII IIIIIIIIp����III�IIUI�pI���p�Illq��gp��� _ I IIIIIIIIIIIIIIIIIIIII IIII 9 ZONDS PER SaLIARE FOOT I EATER 1v1AYIII8EICOMMSED AS CARPORTS ONI�OCATED ON AREAS WITH DEPTH OFZERO� II IIII�I�II - N�OADSG_IONSI�� II ��qRD iIIIIIIIIIIIIVIIIIIIIIIIII�IIIIIIIIBCs�631 &,8_ ,�II�II II�IIIIIIIIIpY II�IIIIIIIIIII��II��IIIIIIIIIII�IIII�II __� _� :" I����IIII IIIIIIII�I�III IIIIIIIIIIIIIIIIIIIII IIIIIIIIII[IIIIIII!, III IIS 114 DE$iG ONSIDERA'fIONS , , IIIgVpIIIIIIIIIIIIIIIIIIII � .. IIIIIIIIIIII�IIIIIIIIIII�IIIIIII iil , IIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIUIIIIIIIIIII�IIIIIIII _ . IIIII��I��II 1 - ROOF SLOPE FOR SOI ELSIII IIINCFII'PER F _ — III - III �II c �I�Illu I III 1 I I un 101111 II nlllllllllll ( 1 PATIO COVER SITE: 80 IT. 1311 SIZE OF E-XtSTING RI ATIIAI ITTACHEp,COV _ qRE FE- C E 1=ARE DESIGNATED "R1DG1 S",ASIIDEFlI�'ED IN A - �SECTIDN 6.5.13= ��IIIIIIIIIIIIIIIIIIIIIIIII. I1111111111UI�11111111111111011 1�1IIIIIIIIII�II I�IIIIII�IIII��IIIIIIIIIIIIIIII 15. COVERS SHALL NOT BE INSTALLED -IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEdSEI 7, SECTION 18. THE FREESTANDING AND ATTACHED SOLID AND LArncE PATIO COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN -STRUCTU RES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13, EXCEPT WHERE NOTED IN THIS REPORT. 17. THE RATIO (HIP); PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY, THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). - 18. THERATIO,(UP), PATIO COVER LENGTH (I., FT:) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH I FT), SHALL NOT BE LESSTHAN ONE (1). 'I MRIAL SPECIFICATIONS: I IIIIIIIIII�IIIIllllllull... - ," I� ul III II 1�11� 19�[iHALL BE.$P_LIC-ED OVERITi, ER,SUPIPORT ON Y OF ST CONDITION IIIIIIIIII �III�II�II IIII I (IIIIIIIpI •,_= 'IIIIIIIIII IIII,IIIIIII) ullllllll�ll II II II ' 20 TE ALUMINUM ALLOYS- IBSTITUTEDIIFIIORI�� HOSEROVIDED THEICARE RE I IIII ��� I IIIII(ERVIYEILD AND I�IUIIuIIIIUIIIIII . WITH TH8 IIIJMIfJUM A NAND HAVE EQUAL ORI( ryl" SM. MATE STRENGTHS IIII a UU III VIII• IIII IIIIIII IIII�IIIU uil�l I _ - III IIIIIUIIII lul I� 'IIII 21 ONCRETE SHALL -HAVE A MINIM 18 DAY COMPRESSIVE STRENGTH -0F 2,500 POLIUMPER SQUAR. H. VIIIIIIIIIIIIIr - . nllllllll�lllllr 2 GN VERTICAL SOIL BEARIN SURE IS 50011P10`I1NDS PER 3 BE FOOT DESIGN -LATERALS I I RING PRESS„IIRE IS 200 P( � SQUARE FOOT PER FO I DOTING Fl: 100 PSFLFT_x2_P-ER TA D S TION 18 .3.4. E EC O6 , f .I ,� IIIIIIIlIltl1(IJ II I i II IIII I II IIIIIII III I IIIIII (IIIIIIIIpIIIOI II n IIIIIIIIIIIIIIIIIIIII 2 D STEEL MEMBERS S'-01PPEIDIGALVANIZEDr UM OR EQUALPAINTE I II IFROPIJATEDIANDI�CONFM A -048 -GRADE C. ST�� LEL MEMBERSIIIIIIII II Ff_ 3 ONFORMfiOASiMA853, VIIIIUIIOIIIIIUIIIIIuoullllllulllo whllllllllllllu11111WuII�muIV ullnwlnuunulllnulla 1 y I I Ip 1" I - 24NERS: ALUMINUM BOLT pE 2024-T4; SITEEL BOLTS ASTM A307.=ALL BOLTS �}�{qVE STANDARD' CUT PLA .ERS WOOD'AND, LAGS pE REQUIRED TO F❑ Iti eecrt�w nNr.F � lwnTlnn0lailllllnFciF'N cccc� IIII �Illllllllf �1lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �. ,IIIIII hIIIIIIII tlIIIIIIIIIIIIIIIIuuIIIIIIIIIIIIIIlIh1 - - 27. TR ABULATED MAXIMUM CODUMNISP' "GING V 2 LI DLATTICEALUMINUM P,, " ERS 2 $1MPSDS25412 AND SDS2 III C S W - REDUCTION=FACTO III ABLI TO MULTIPLE SPAN CONDITIONS FOR ROOF PANELS WIND SPEED AND EXPOSURE .00 .00 ON A CgCRETE E 00YIN DR —ICE WS" ICI -o BELUQO�LTE! SIDE} IAL TUW CAMONGA, CM51) 74 TO 976 „QM„POJyIENTS �IIIIID"III�IIIIN& RI,d D 90,1008110 MPI INC. 0 9 RAFTER, SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 112" SIDE PLATES. FOR AND SPACING OPEN LATTICE TYPES PR C9i0 M]pTHIS OPEN LATTICE-TYPESTRUCTURE BEFE SCHEDULE SEE .PF1 ULE MAYMLBE COVERED. 1O` 7,Tx�w_ ... Z6%O SPAN 0• i\RAFT gSIZE ANDSPACMO�� LENGTH OF STRUCTURE VARIES SEE DETAIL 3 1R• SLAB ATTACHN NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERI CHANGEABLE WITH ANY OTHER 6 PERMITTED. GOMPONTENT UNLESS OTHERWISE SHOWN. tqa� SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER SCALE: NTS �� MAY.=SE COVERED. TICS OPEN LATTICE -TYPE STRUCTURE / TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE, f RAFEETABLE F RSQE AND SPACING . MAIC O.H. LStk 25% OF SPAN LENGTH OF STRUCTURE VARIES NOTE SEE POST LENGTH OF STRUCTURE VARIES COMPONENT IS INTER - E WITH ANYOWER s� U\NL_ESS OTHERWISE SHOWN. r FOOTING SCHI �t E NIF" ATTACHED MULTISPAN LATTI LENGTH OF STRUCTURE VARIES NorE THIS MAY, MAX PROJ. SEE SCHEDULE POST WITH S10E PLATES SEE DETAIL POST CRC SEEPOST CELL NOTE: EACH COMPONENT IS INTER- 7o cMMN G CHANGEABLE WITH ANY OTHER s� FOOTING, SEE ff IAPMO ERN 0196 312- SLAB COMPONTENT UNLESS OTHERWISE SHOWN. r.�w� '�F' SCHEDULE NOTE: EACH COMPONENT IS INTER- TO CONNSSTRAIN s CHANGEABLE WITH ANY OTHER FOOTING, SEE SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. �� SHEET 3OF 33 SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE RANCHO CUCAMONGA, CA (951) FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G' FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: EN. TOM CAMPBELL S ASSOCIATES, INC: L A LNE LOAD. PATIO COVER SYSTEM A3 FG. BY: IAPMO ERN 0196 DATE:4r=011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I OPEN LATTICE sLI ZD PSI DURALUM PRODUCTS, INC. SCALE NONE 741-2107 STRUCTURES HORM WIND - 8299 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 3OF 33 REVISED BY: RANCHO CUCAMONGA, CA (951) 80.1008110 MPH (818)462-7021 FAX403-1519 OWLS@dumlum.ccm ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL MIN. 0.26' SLOPE PER FT SEE SCHEDULE FOR SPANS 3 1/2" SLAB ALTERNATE. O. 'O.H.' NOT TO EXCEED 25% ATTACHMENT OF SPAN IAPMO ERA 0183 SEE DETAIL FOR SPLICE MAY BE USED SEE SCHEDULE 6OS 88 ALPINE AVE., SACRAMENTO, CA 06828 116),162-7021 f` >� SQ. POSTS, SIZE VARIES REVISED BY: * SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X B 1/2' SIDE PLATES. SOLID PANEL TYPES ryf PRaEC s OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 1~ 31/2' SLAB III III �`�"`` ATTACHMENT IWII �NA� IIIIIIIUI'I MAYBE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE NOTE: NO SPLICE AT THIS MAX. HT.= 12' POST ANDA END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORT -ION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES . ALTERNATE: 31/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9' STEEL ROD `t7,4 =r SEE SCHEDULE FOR POST SPACIN y, 2g OF SP SPLICE AT THIS AT END BAYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ;ANTILEVER OPTION ATTACHMENT CHANNEL ALUMINUM SEE DETAILS - ROOF PANEL MIN. 0.26' SLOPE PER FT SEE SCHEDULE FOR SPANS 3 1/2" SLAB ALTERNATE. i O. j 'O.H.' NOT TO EXCEED 26% ATTACHMENT OF SPAN IAPMO ERA 0183 SEE DETAIL FOR SPLICE MAY BE USED SEE SCHEDULE HORIZ. WIND • 88 ALPINE AVE., SACRAMENTO, CA 06828 116),162-7021 STEP REVISED BY: S`Cy�p,/Nc * SQ. POSTS, SIZE VARIES 80.100 d 170 MPH OTE. m niE PRO E E tea OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING MIN, 0.25' SLOPE PER "O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - 50. 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 �TsH ASI.Fie L.PICIVIL t1 / SEE SCHEDULE FOR P ST SPACING 0 2S� OF SP, NOTE O SPLICE ATTHIS POST D AT END BAYS. NOTE: EACH COMPONENT IS INTER - 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELLSASSOCIATES,INC. ?6� O� LIVE LOAD. A O VER STEM S G. Y: SP. 3 1/2" SLAB ALTERNATE. SOLID PANEL 10,20830 pat ATTACHMENT SINGLE POST IAPMO ERA 0183 SCALE: NONE MAY BE USED SEE SCHEDULE HORIZ. WIND • 88 ALPINE AVE., SACRAMENTO, CA 06828 116),162-7021 WHERE PERMITTED. REVISED BY: RANCHO CUCAMONGA, CA (961) 741-2107 SEE SCHEDULE 80.100 d 170 MPH OTE. O SPUCE AT MAX. HT.= 12' POST AND AT END BA FOOTING WHERE REQUIRED SEE SCHEDULE NG CUBE SIZE 4c.. NOOTTE: E'.AACH CO ONE CHANGEABLE WItII`* COMPONTENT LIKESE ATTACHED MULTISPAN W/CANTILEV MIN, 0.25' SLOPE PER "O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - 50. 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 �TsH ASI.Fie L.PICIVIL t1 / SEE SCHEDULE FOR P ST SPACING 0 2S� OF SP, NOTE O SPLICE ATTHIS POST D AT END BAYS. NOTE: EACH COMPONENT IS INTER - 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELLSASSOCIATES,INC. LIVE LOAD. A O VER STEM S G. Y: DATE: 4/282011 SOLID PANEL 10,20830 pat URALUM PRODUCTS, INC. IAPMO ERA 0183 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERM 9TRUCTURE8 HORIZ. WIND • 88 ALPINE AVE., SACRAMENTO, CA 06828 116),162-7021 REVISED BY: RANCHO CUCAMONGA, CA (961) 741-2107 80.100 d 170 MPH FAX 403.1519 Wes®durahan SHEET 2 OF 33 RAFTER SPANS' FOR OPEN LATTICE COMMERCIAL & PATIOS �+— (jFES& MAK 2- 032, ' ALUM. ALLOY 3004-H3� NO, 3T44 OR EQUAL ! LL ALUM. ALLOY 3004-H38} * SEE NOTE BELOW OR EQUAL z 2 X 6 1/2" RAFTER r, DBL. 2 x 6 1/2" RAFTER L,L,= (PSF) "T• (IN.) a 1 90 MPH 100 MPH 1 O MPH 6 r5FP-8—rE—XP.0 EXP. B EXP.0 EXP. B EXP.0 1.• t, .024 16" 12'-2" 12'-2" 12'-2" 11'-10" 11'-i 0" 11'-5" 24" 9'-11" 9'-11" 9'-11" 9'48" 9'-8" T-3" 10 .032 16" 16'-3" 16'-3" 16'-3" 16'-9" 15'-9" 15-2" 24" 13'-3" 173" 13'-3" 12'-10" 12'-10" 12'-5" 22'-3" .042 16" 21'-4" 21'4" 21'-4" 20'-8" 20'-8" 19'-11" 24" iT-5" 1T-6" 17'-5" 18'-10" 16'-10" 16'-3" 18'-2" .024 16" 9-4" 91-4" 74" 9'-4 9'-4" 9'-2" 24" 7'-7" 7'4" 7'-7" 7'-7" 7'-7' T-6- 20 .032 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-3" 24" 10'-2" 10'-2" 10-2" 10'-2" 10'-2" 10'-0" 24-7" .042 16" 16'4" 16'-4" 16'4' 19-4" 16'4" 16'-1" 24" 17-4" 13'4' 13'4" 17-4- 13'-4" 13'-2" i Y-2" .024 13'-2" i 3 2" iv -0" 20 13 .024 14 24" - - - - - - 30 .032 16" 10'-3" 10'-3" 10'3" 10'-3" 10'-3' 10'3" 24" 8'-4" 8'-4" 8'4" 8'-4' 8'-4" 8'4" 17'4" .042 16" 13'5" 13'-6" 13'-5" 13'- 5" 13'-5" 13'-5" 24" 11'-0" 11'-W 11'-0' 11'-0' 11'-0" 11'-0" t 90 MPH 100 MPH (PSF) (IN.) m EXP. B EXP.0 EXP. B I EXP -C EX )0/ d1�,NIPH EXPOSURE B & C � V •• •at*•'S� 3.0" -�8.0' " THOMAS 1.• t, oat' CAE 1 PBELL , -n?, 19'-1" O.H. z ALUM ALLOY 3004.1436 11 12 • m OR EQUAL f• V L " O 18 19 �� .•'•• fit SEE NOTE BELOW 21 IPW 3 x 8"RAFTER 90 MPH 1 100 MPH 1 110 MPH 23'-023-0" .042 16' 14'-7" 14'-7" 14'-7" 14' 7° 1 14'-7" 1 14'-7" 24" 11'-11' 11'-11" 11'-11" 11'-11" 11'-11° 11'-11" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION S O.H. PAN h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN + O.H. t • 67— TRIBUTARY ON MULTIPLE SPANS 1S EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY 16' 1 T3%Ir-3* 24'4' 17'-3" 16'-8" 16'-8° 16'-1'.02424" 24- 20'-0" 19'-1" O.H. 6 7 8 14'-114'-1" 11 12 13L14 13'-7" iT-r 1T-2°10 18 19 20 21 0 16" 23'-023-0" 6 6 7 22'-3" 22'3" 21'-8"10 9 10 .03224" 11 1' 18'-9 8 8 18'-9" 18'-2" 18'--2" 17'-6" 10 10 11 112' 16" 30'-2" 30'-2" 30'-2" 29-3" 29'--3" 28'-2" 11 11 .042 12 24" 24'-7" 24'-7" 24-7" 23'-10" 23'-10" 23'-0" 11 12 12 13 13 16' 1 13'-2" i Y-2" 13'-2" 13'-2" i 3 2" iv -0" 20 13 .024 14 24' 10'-9' 10'-9" 10'-9" 10'-9" 10'-9" 10'-7- 12 1 13 13 1 14 14 15 16" 17'4" 17"J" 17'-7" 17'-7" 1 T-7" 17'-4" 20 .032 24' 14'4" 14'-4" 14'4" 14'-4" 14'-4" 14=2" 30 16" 23'-1" 23,-1" 23'-1" 23'-1" 23'-1' 22'-9" .042 24" 1B'-10" 18'-10" 18'-10° 18=10" 16'-10" 18'-7" 16" 10'-10" 10'-10" 10'-10° 10'-10" 10'-10° 10=10• 24" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10° 8'-10" F.024.032 14'-6" 14'-6' 30 24" 11'-10" 11'-10" 11--10-111--10- 11'-10' 1 11--10- 16- 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0- .042 24" 15'-6" 15'.6 15'-6" 15'.6" 15'-6° 15'5" .042 16' 14'-7" 14'-7" 14'-7" 14' 7° 1 14'-7" 1 14'-7" 24" 11'-11' 11'-11" 11'-11" 11'-11" 11'-11° 11'-11" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION S O.H. PAN h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN + O.H. t • 67— TRIBUTARY ON MULTIPLE SPANS 1S EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE 24'4' - CLEAR SPAN (FT.) .042 24- 20'-0" 19'-1" O.H. 6 7 8 9 10 11 12 13L14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 8 8 9 9 10 10 11 1' 4 5 5 8 8 7 7 8 9 9 10 10 11 112' 5 6 6 7 7 8 8 9 10 10 11 11 12 12 13 7 7 8 8 9 9 10 11 11 12 12 13 13 14 4' - - - 9 9 1 10 10 11 11 12 12 13 13 14 14 15 11 11 12 12 1 13 13 1 14 14 15 15 16 .042 16' 14'-7" 14'-7" 14'-7" 14' 7° 1 14'-7" 1 14'-7" 24" 11'-11' 11'-11" 11'-11" 11'-11" 11'-11° 11'-11" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION S O.H. PAN h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN + O.H. t • 67— TRIBUTARY ON MULTIPLE SPANS 1S EQUAL TO CENTER SPAN TO CENTER SPAN 16" 24'-6" 23'-5" 24'4' 22'-8" 23'-5• 121'-10- .042 24- 20'-0" 19'-1" 19'-7" 18'-6" 19'-1" 17--10- COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTEFt.PAN9 HORIZ. WIND" 8268 ALPINE AVE., SACRAMENTO, CA 96828 REVISED BY. RANCHOCUCAMONGA,CA(981)74t-2107 16" 17'-9" 17'-9" 17'-9" 1 T-9" 17'-9" 17'-7" .042 24" 14'5" 14'-8" 14' 6" 14'-6" 14'-6" 14'-4" .042 16' 14'-7" 14'-7" 14'-7" 14' 7° 1 14'-7" 1 14'-7" 24" 11'-11' 11'-11" 11'-11" 11'-11" 11'-11° 11'-11" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION S O.H. PAN h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN + O.H. t • 67— TRIBUTARY ON MULTIPLE SPANS 1S EQUAL TO CENTER SPAN TO CENTER SPAN R DRAWN BY. E.N. TOM CAMPBELL S ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEM S MFLi. BY; DATE: 42&2011 f0, 20830 psf OURALUM PRODUCTS, INC. IAPMO ERN 01!16 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTEFt.PAN9 HORIZ. WIND" 8268 ALPINE AVE., SACRAMENTO, CA 96828 REVISED BY. RANCHOCUCAMONGA,CA(981)74t-2107 80, 1008110 MPH (B18)462-7021FAX4031618 aa1est�dureNm.am SHEET70F33 R PANEL FASTENERS 901100/110 MPH EXPOSURE B & C r #14 X 3/4' S.M.S. AT EACH VALLEY TO BEAM 24' 24" TRI"V" PAN F#10 OR #14 X % S.M.S. AT EACH VALLEY TO BEAM * SEE NOTE BELOW 12' 12" x 3 1/2" W PANEL F#10 OR 014 X %' S.M.S. AT EACH VALLEY TO BEAM * SEE NOTE BELOW --- 6.00"18.00" -' 6"] 8"x 2 Y2' PLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER * USE #10 FOR 80 & 100 MPH WIND Sp USE #14 FOR 110 MPH WIND SPEED FAN BEAM (19'-0' MAX SPAN) 11 •�TIiOMAl L.s'�� �l �CAMPBE!L 4 'IVIL ! 0844 FAN BEAM 2 /2� #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER FAN BEAM #14 x 31/2' S.M.S. SCREW AT BEAM FAN BEAM �OfESS1� O�fA V2112" o.37'J4©0.042'x3"x8' HEADER 1x 31 AT BEAM SCREW HEADER 1 , TOM CAMPBELL & ASSOCIATES, INC. T=.075' CEILING FAN AND/ EXIST. WALL OR LIGHT FIXTURE ( MAX. 30 lbs. ) DATE: 4/28/2011 i PANELFASTENERS FAN E EXIST. WALL ATTACHMENT AT HANGER CHANNEL SEE TABLE FAN BEAM - 7inmlSHT.O 11 •�TIiOMAl L.s'�� �l �CAMPBE!L 4 'IVIL ! 0844 FAN BEAM 2 /2� #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER FAN BEAM #14 x 31/2' S.M.S. SCREW AT BEAM FAN BEAM �OfESS1� O�fA V2112" o.37'J4©0.042'x3"x8' HEADER 1x 31 AT BEAM SCREW ORAVM BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LNE LOAD • PA O COV SYSTEM AS MF6. BY. IAPMO ERN 0195 DATE: 4/28/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANELFASTENERS tLI20830 pet OUPRODUCTS, INC. SCALE: NONE / FAN SEAM M = 8209 NE SACRAMENTO, CA 95928 REVISEDBY: RANCHO CUCAMONGA. CA 51)741.2107 (e 100 & 11N0 80.1003110 MPH 7021FAVE., (018}462-7021 FAx 40.41318 aalea®dwaWmmm 141462 SHEET 6 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' r3 MAX. HEIGHT C =10' 3.00" SQ. 3.00"SQ. T #10 sMs �I 3.00" SQ. 1 .0 2 (�24'O.C. I �.... €A. SIDE 8.b' 3. /�„1 . — ALDM. .14"R 0 032" NP' 048"STEEL O5/8" PLASTIC PLUG .28" O O 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST c WITH SIDE PLATES'UM. ALLOY 3 STEEL POST 3" SQ. ALUM. POST OD 3" ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H36 - s ALUM. ALLOY 6083 -TS ALUM. ALLOY 3.00" OR 6063-T6 %M"' 2.40"—.%� .6+'��19n•`''"� Sr1Jj1 THOMAS I. CAMPPELL = •Z Exp! • •O , p IL 0 1.375" 0 X75„ 1.60" ' S ��p . INSTALL 1JI,' x i)4' x 6” HDG .090" T r T WASHER PLATE AT ANCHORS FOR 110 MPH ALUM "T" BRACKET ' q 7/16"0 HOI FOR 3/8"N ASTM GRADE 36 STEEL INSTALL -1V x IN x 36' HOG WASHER PLATE AT ANCHORS 157 TYP_ USE -50"37 OST O (12- 5/16.0 STEEL "T" BRACKET G=3'SQ.xt=.188" H =3'SQ.xt=.250" I=,3"SQ.xI=.313` J -4'SQxt=.188" K -4'S .xt-.250' = t. 3 0" OR 4.0" SQUARE STEEL POST ASTM A500 GRADE B 2 FLANGES 2118" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES 1-7/16.0 HOLE & 2-3/8" HOLES TYP. EA. SIDE ALUM. ALLOY 6063-T6 "H" BRACKET r•— (4}SDS 26412 3"x 8" ALUM. RAFT. BRACKET —' 3"x B" ALUM. HEADER HEADER BRACKET ( 7 DRAWN 8Y: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM A MFG. BY: IAPMO ERA 019b DATE: 4!16/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I COLUMN I 'TYPES io, 20 a 90 pal DURALUM PRODUCTS, INC. 1(016)452-7021 REVISED BY: I RANCHO CUCAMONGA. CA (861) 741-2107 - POST HORIZ WIND 90, 100 8 110 MPH 6288 ALPINE AVE., SACRAMENTO, CA 65826 FAX403-1519 aE m@dL retum.com SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. 1.60" ALUM. 3004-H38 90 WAIL FASTENERS SEE TABLE 100 300` 078 2,740" 1.50" 06 DESCRIPTION OF LAO SCREW SEE NOTE BELOW wo A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX 12'-8" .833" H� C=SDS25412 AT EACH STUD, 16' O.C. MAX. u( W D=316"0 x 4" LAG SCREW AT EACH STUD t= 0.04= "E=318"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 8'-10" 01 "x90 2) .202" DIA. #14 SMS @ PANEL 'HILT[ QUICK BOLT STAINLESS STEEL SEE NOTE 2k SHEET 1 225"R .05 5'-7- ' -7"2"x6" NOTCHED 2. x6"FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" D c 14'-8" LOCKS OR #8 SMS 24" O.C, 2'-0" T=.060" 31'-11" 25'-0" 2"x10" NOTCHED nl th tO .563" AT EA. CONTACT .281" 5" WALL FASTENERS WALL `o .20 SEE TABLE N " FASTENERS ALUM.ALLOY ROOF CONTINUOUS A, RAIL OCCURS) SEE TABLE 6M.ALL PANEL 3 (WHERE O 06 O y ALUM,ALLOY 6063-T6 APPROVED 3* OR 4' ALUM.ALLOY INSUL, ROOF PANEL 1 75" ROLLFORMEDD-HANGER EXTRUDED #14 SMS ® EA CONTACT HANGER CHANNEL WALL CONNECTION O I.R. HANGER 6063-T6 \"J I FASTENERS, SEE TABLE A34 FRAMING ANGLE R.F. OR EXT. HANGER SEE TABLE CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X ORS 3x ALUM. RAFTER Ii j FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. _EXISTINGEAV SEE TABLE BELOW OVERHANG (24" MAX.) 'a EXISTING EAVE CONNECTION O2 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. OVERHANG(L) LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=:3 90 A B B C 0 D E E F 100 A B B C D D E E F 110 A B B C D D E E F 181-8" DESCRIPTION OF LAO SCREW SEE NOTE BELOW wo A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX 12'-8" B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. H� C=SDS25412 AT EACH STUD, 16' O.C. MAX. u( W D=316"0 x 4" LAG SCREW AT EACH STUD LL� "E=318"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 8'-10" 'F=3/8"0 x 1 1/8" AT 170.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2'-0" 'HILT[ QUICK BOLT STAINLESS STEEL SEE NOTE 2k SHEET 1 EXIST. RAFTER EAVE LENUTH "L" 7uB OR W LEDGER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL=10 LL=20 LL=30 2' x 4" 18" O.C. 1'-8" 18'-8" 181-8" 14'-2" 2'-0' 14'-0" 12'-8" ' -7" 9' -7 - FULL OR SHEET 9 OF 33 24" O.C. 11-8" 12'-5" 11'-8" 8'-10" Tx 2" x 6" 2'-0" 9'-4" 7'-4" 5'-7- ' -7"2"x6" NOTCHED 2. x6"FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 19'-11" 19'-4" 14'-8" 2"x8" FULL OR 24" O.C, 2'-0" 31'-11" 31'-11" 25'-0" 2"x10" NOTCHED NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SD TO BE IN ACCORDANCE WITH THE LATEST )CC -ES EVALUAT 10# L.L.=(2)#14 SMS EA. SIDE 20#t3O#L,L.-(2)#14 SMS EA. SIDE U -BRACKET 1 1/4' vZ x 6 1/2" OR 5' MIN. 3" x 8" ALUM. RAFTER 13/4" OR 11/2" 1.881 4 SMS T&B AT 12" O.C. 3116" STEEL 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE r- TO DRAIN FOR SPAN SEE ALLOWABLE OECKIRAFTER SPAN TABLE I EXISTING WOOD STUD FRAMING �I EAVE LENUTH "L" 7uB OR W LEDGER TOM A IA7 INCA 2 EACH 114'0 x 3.1/2' LAG SCREWSL.L.=10 psf 2 EACH 7/16'0 x 3-112" LAG SCREWS L.L.-20 AND 30 psf EXISTING WOOD STUD)NTO (3}# 4x3 1!2 W S }#1421 3/4" PAn000vER • • • • • • ST''�i NOTE: USE LEDGER WHERE RAFTER SPACING • ' • q� EXCEEDS EMST04G STUD SPACING NOTE: BRACKET EE ® FOR ATTACHMENT NOTE: PLACE "SIKA FLEX" OR SIMILAR MAY BE MOUNTED "THOMAS I. •�� MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ CAMPBELL 0, RAETERTO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. m il WALL CONNECTION 3O 4O BRACKET CONNECTION DRAWN BY: E.N. TOM A IA7 INCA HANGER CHANNEL LIVE LOAD' PA COVER S M AS MFG. BY. IAPMO ER# 0195 DATE: 428"011 COMMERCIAL AN STgWCTURAL €NB AND BRACKET 10, 208 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCH ?DA.(9S1)JN1 107 ATTACHMENTS HORIZ, WIND • 80,1006110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 96920 (916)462-7021 FAX403.1619 seles@dmehlm.tom' SHEET 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" 20' 21' SQ. ALUM.'TBRACKET USE WITH 22" 25' SQ. 16' 24" T BRACKET I P08T TYPE B,C,D, OR E. 32' SQ. STEEL POST ONLY: 28" 35' SQ. T ® 3 -SQ -POST W! 30' STEEL."RACKET USE WITH POST TYPE B.C,D,E,F,O,H,I OR K 26" USE POST TYPE F. G• H. J OR K (3W8`0 BOLTS FOR POST TYPE J tet. 30" (2}#12 SMS 3'SCL POST SIDE OF POST OR s' �� usE 2}�}yy88 ¢ NTi 36' 51' SQ. 4 5' 38' 1/4' M.B. THROUGH POST 37" KWI&OUSOREQUAL STEELTBRACKET 112 DEPTH OF 39' (211/?0 BOLTS R ALL OTHER 16"INSERT 41• BEE NOTES BELOW USE (2}39'OHILTI KWIK FOOTING OR CONDITIONS 4 S• X .188' (2}114"0 POWERS WEDGE- 8OL OR EQUAL i2' MIN. EMBO. ASTM A36 BOLTS+ OR EQUAL, EACH 2WEMBEoMENrDEPTHAil ; STEEL BRACKET TO SLAB. MINIMUM DISTANCE TOT.O.C.EDGE FOR KWIK BOLTS) OF SLAB - 4' OR ru�'14TO CRACK = 10' d •� ASTM A672 STEEL (1 MIN. EMBEDMENT) 4f i Mt DEPTH 4 (1 1/2'OM.B:�'•?� X9' LONG, 11" • ' �� y 3/18' SLAB SHALL BE IN GOOD CONDITION v POURED CONCRETE FOOT84G SEE NOTE •,v' FROM END l 3' SO. POST(STL.) - -, OF POST OR FLUTED ; 31/2'MIN. FOR SIZE SEEFooiNO POURED SQUARE SEEFTO. OR 4' SQ. POST (STl) SCHEDULE QUARECONCRETE SCHEDULE IN BEAM INSERT I IN BEAM SPAN TABLE FOOTING SPAN TABLE PL.518'THK. • 8 SQUARE FOOTING ED. 9 EXISTING SLAB 3" SO. POSTS TO CONC. FOOTING 1 1/2' 9• 11/2" ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18' DEEP ' CUBE FTG. 18" 1a' SQ. 12" 20' 21' SQ. 12" 22" 25' SQ. 16' 24" 28' SQ. 20' 26" 32' SQ. 23" 28" 35' SQ. 25" 30' 39' SQ. 26" 32" 43' SQ. 30" 34" 47" SQ. 32' 36' 51' SQ. 34" 38' 55' SQ. 37" 40' 60' sQ. 39' 42" 64' SQ. 41• 44' 69' SQ. 43' • CUBE FOOTING W/4• SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS EMBED. 23' & 24" CUBE (2)-1/2"0 31/4" 25' - 30' CUBE (4)-1/2'0 3114' 31'-34•CUBE (41)6/8'0 4- "35'-39'CUBE 35'- 30* CUBE (4)-W4'0 4314' 40'-4Y CUBE 14)-W4'0 43/4• NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EOUAL. NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM W/INSERT, MAO BEAM, 4- OR 7' I -SEAMS. 2. POST TYPE E INSTALL WASHER PLAT . 2'XVX5Ni'AT FEEL T BRACKET. 3. POST TYPE QQ NOT USE STEEL T BRAC KET W!/' 1 -BEAM. NCy1NEE,41sq�)� 9x�o •"• i i THOMAS I CAIMPBELA, o 0 At s 1� NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED V DRAWN SY: E.N. LIVE LOAD • P O CO OVER SYSTEM AS MFG. : DATE: 412MOI1 TOM CAMPBELL & ASSOCIATES, INC. COLUMN IAPMO ERY 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10. 208 30 Faf DURALUM PRODUCTS, INC. REVISED NONE AND EMBEDMENT HORIZ. WIND - 8288 ALPINE AVE., SACRAMENTO, CA 05828 REVISED BY: RANCHO CUCAMONOA. CA (9b1) 741-2107 90, 100 8110 MPH I(OlS)462-702, FAX 403.1519 •elea@dumlum.. SHEET 10 OF 33 WELDED STEEL BASE PLATE (1 0) BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE S TYPE) O'x9'x 6/8' (4)• 3/4.0 HILTI KWIK BOLT TZ STAINLESS STEEL PER I.0 C. ESW1917 OR EQUAL (4 3/4' EMBEDMENT DEPTH) NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED V DRAWN SY: E.N. LIVE LOAD • P O CO OVER SYSTEM AS MFG. : DATE: 412MOI1 TOM CAMPBELL & ASSOCIATES, INC. COLUMN IAPMO ERY 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10. 208 30 Faf DURALUM PRODUCTS, INC. REVISED NONE AND EMBEDMENT HORIZ. WIND - 8288 ALPINE AVE., SACRAMENTO, CA 05828 REVISED BY: RANCHO CUCAMONOA. CA (9b1) 741-2107 90, 100 8110 MPH I(OlS)462-702, FAX 403.1519 •elea@dumlum.. SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP GUTTER EXT. CLIP 3.100" �S,�Q. 2.00" SPLICE WHERE _..11.om_ 1.79° OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS An a.s• 4.9' 'o'. C0 2.57"M-20L.- TY, 2.04• 2.19" 096• 2.04" TYP. 2.08" oes• " TYP. 2.93" rt .0000' 3.0 Z6 2.r ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY-cta'��Z�1t\�1 ALUM. ALLOY L304HOMLLOYO 6083-T JV�063 T6ALOY 0436 6063T6 O BO .5" ROLLFORMED 4.5' GUTTER MAG. G fit.• •' • ' • ;�9j. MAG BEAM 3" SQ. STEEL BEAM THOMAS 1 •. CAMPS L O 3.0" 3 „ ! �' .o C4,�' to". s3 � Y. 111 3" " e.s• I MAX. 2' 0.3i�r48 F1 h IVIt. SPLICE SPLICE Ex F '4� "• "" .042" WHERE Y OCCURS 4" ONo" cURS nPTYP. / 4 — 032" TY y �-�_ ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 ALUM. ALL O AL6063-T80Y O ALUM. ALLOY 3004 H38 OR EQUAL OR EQUAL O 6063 -Te F 4" I -BEAM 7" I -BEAM G 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K cl 3 „ I _ 1, 25" Ij"�' MAX. 3" � 6• MAX. 3" Ir-- g• ��. j .375" ,042" .042" T • 1a GA 7.8 5" M AQW GRADE 59 r .0.120 AST 8" 8.656" ALUM. ALLOY 6063•T9 Li ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-138 OR EQUAL OR EQUAL II I 2 " �j' 375" ALUM. AHOY 3004-H36 O -- 12.875" :0.75"-•� 1 OR EQUAL 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBL. A 3 x 8 STLINSERT O STEEL NS RT O SPLICE/INSERT P DRAWN BY: E.N. TOM CAMPBELL 8. ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: IAPMO ER90595 DATE: 4/28/2011 SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20630psf HORIZWINO- DURALUM PRODUCTS, INC. 6288 ALPINE AVE., SACRAMENTO, CA 96929 1(918)452-7021 REVISED BY: RANCHO CUCAMONGA. CA(851)741-2107 941008110 MPH FAX403.1519 aelee®dumtum.00m SHEET 11 OF 33 2-414 x 112• S.M.S. EACH SIDE OF 3 - SO. P08T (4 -TOTAL ALTERNATE: 114'0 AOLT W/ WASHER EA SIDE OF 3- SQ. POST LL -10) { 0 O 2.36* 3' SQ. POST 2-014 x 112" S.M.S. EACH SIDE OF 31 SQ. POST (4 -TOTAL) ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3" SQ. POST POST OR.240' GUTTER FASCIA MAO BEAM 3' SQ. POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3105-H25 2'-0" 1.50" 1.50" rf .28" 2n T -O" 018" FASTENER SPACING c 3/4' �- IP2 1/2 S XQ. OR 2" LATTICE TUBE t0, 20 630 pel ALUM. ALLOY 3105-1-125 .28° SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING P v 1 2"x3" LATTICE TU �2�8452 CA 86828 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 TEEL POST H - BRACKET TO POST #8 x 2 "SMS, 2112" OR 31/2", TYP. LATTICE TUBE TO 1 1/2" SO., 2" SQ., OR 2"x3" LATTICE cQ 3" O.C. MIN. UP TO 8"O rcelllRiCgQlia (4) - #14 x 3/4"TEK SCREWS y��GINEEIgIS Iq BRACKET TO RAFTER 11/2" MIN. �,�•THOMASL •��� 10 . CAMPBELL -zl!zlkz' "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T -O" 12 - #14 SDS FASTENER SPACING c 3/4' #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOFPANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S. ®12.O.C. FASCIA 8 1/2"x2"x.024 RAFTER No, 1 FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG a qj FASTENER g 0 o GROUP 00 ALUM. BRACKET X 2" 1" "L" SEE TABLE RAFTER "TAIL" TO GUTTER 15 ►. ���9 ` L (4 BRACKET 3/4"TEK ESCREWS OR (6) #10 x 3/4" TEK SCREWS 18. AM "U" BRACKET - RAFTER TO BEAM DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE: 428/201 t BEAM TO POST t0, 20 630 pel DURALUM PRODUCTS, QNC. IAPMO ER4 0186 SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT "0,100 �2�8452 CA 86828 I BY: REVISED BY: � RANCHO CUCAMONGA. CA (851) 741-2107 10 M 80, 100 8 110 MPH 7021NE 403.14 10 sale (818)-052-7021 FAX 4031518 ealee®dur"Nmcom FAX SHEET 13 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT KNEE��� s• 24• R 3 h0 3" 1 3" • ..... %,911 �'` •'• HOMAS I '* vAL'IOE ^TVP �' (8 TO M.B. II #12 S.M.S. , —� : • AMP . ELL ; - TYP. THICKNESS = .035 B.3B• (24 TOT T.P, THICKN"S - .035' ALUM. ALLOY 3004-H36 -4 Ll ALUM. ALLOY 3004-H36 • • . I.. • •• a N OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED 111_ 17. ISPLICE MAY N ALTERNATE INTERIOR BAYS OTE. USE SIMLE SPLICEY T ANY LOCATION NOTE: FULL EXCEPT T END AYU SPLICES - ROLLFORMED & EXTRUDED FASCIAS L NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 1Y SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 1 A" ' SPLICE WHE OCCUR ALALLOY 63 -TS 16" 4"] -BEAM 4" 1 -SEAM 3'-p" MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCUI ALUM.ALLOY 6063-T6 7" 1 -BEAM MOMENT CSPLICE No. NOTCH I -BEAM FLANGE (-BEAM ALUM ALLOY AS NEEDED TO CLEAR (861 -TB) ALTERNATE I Sa POST,CONNECT WEB STL. C -BEAM TO POST W/(2}1/2.0 THRU-BOLTS SO.POS7 BEAM TO POST CONN. PANEL 47X3' ALUM. "I' BM. OR 7'x4' ALUM. "I' BM. #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS ® 8-O.C. MAX. STAGGER IN BEAM 1/4'0 M.B. BEAM BRACKET 2- 3/8'0 M.B. THRU STL. -r BRACKET TO POST. POST, SEE SCHEDULEr— ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES. INC. . LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: "MO ERN 0196 IREVISEDBY. DATE N82011 SCALE: NONE COMMERCIAL AND RESIDEN[IAL STRUCTURAL ENGINEERING. BEAM SPLICE DETAILS 10, 20 a 30 psf URALUM PRODUCTS, INC. : RANCHO CUCAMONGA, CA (951) 741-2107' HORIZ. WIND . 90, 100 6110 MPHSHEET 259 ALPINE AVE., SACRAMENTO, CA 95826 FAX 40Y1619 teb.�dur"lum.aom 12 OF 33 1 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE (FIGURE SHOWN INDICATES EXP. B 8 C. `jG1NEER'S��A °• THOMAS t. DAMPELL 0 xP:1z o em IL : DRAWN BY: E.N. 3" SGS. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM LIVE LOAD • PATIO OVER SYSTEM AS MFG. BY: DURALUM PRODUCTSINC OR 3"x8"BEAM EACH w! A 3"x8" STL. INSERT DATE: 4/26!1011 SCALE: NONE MAX.POST FREESTAND ATT. MAX.POST 1- o MAX.COL. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. 'FREESTAND 'ATT. FREESTAND ATTACHED MAX.POST MAX.POST >- 5 0 '09 SPACING ON SLAB * 112'-0" SPACING (SPAN) SPACING FTG' (SPAN) SPACING SPACING MIN MIN. SPACING MIN. SPACING MIN. MIN. FTG. POST FTG. FOR DBL. FOR 3' x 8' FTG. FTG. (SPAN) �G. FTG. FTG" FfG. co— a� FTG. MIN (IN.) POST TYPE (IN.) POST POST (SPAN POST POST (IN.) TYPE (IN.) .2'x8.5'x 032" BEAM (1N.) TYPE (IN.) (IN.) TYPE (IN.) ) (IN.) TYPE (IN-) TYPE F - 4' 17'-0" 30 G 15 19'-7" 34 G 17 13'-4" 13'-10" 31 G 16 25'-5" 37 G 19 36'-0" 40 G 21 B 4' 11'-6" 16 18' 6^ 1 s 11'-0" 13'-1 ^ 17 24'-0" 21 34'-0" 24 5' 13'-7" 11'-2" . " 30 G 15 17'-6" " 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G 22 B 5, 10 =9 17 16'-6 20 9'-i 0 11'-8" " 18 21'-6" 22 30 5 " 25 E —� 6' 11'-4" 10'-6" 29 G 16 16'-0" 33 G 19 10'-10" 11'-4" 30 G) 35 G 20 29'-4" 38 G 23 B 6' 10'-1" 18 15'-1" 21 9' o° 10'-8" 23 2T-9" 26 E 7' 9'-8" 9'-11" 29 G 17 1a'-10" 32 G 19 10'-1" 10'-e" 29 G V19' 34 G 21 27'2" 38 G 23 B 7, 9'-7" 19 14'-0" 21 8'-4 9'-11' " 23 25'-8" 26 E8' 8'-6" 9'6"" 28 G 17 13'-i 31 G 20 9'-5" 9'-9" 29 G 34 G 21 25'5" 37 G 24 B 2 19 13'-1" 227'"' 24 24' 0" 27 E 9' 7'-7" 9'-2", " 28 G 17 13'-1" 31 G 20 8'-10" 9'-3" 28 G 18 17'-0" 33 G 22 24'-0" 36 G 24 E 9' 8 -10 20 12 4" 22 7.4 8'-9' " 20 16'-0 " 24 22'-8 " 27 F 10' 6'-9" 8'-10" 29 G 18 12'-5" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" 33 G 22 22'-9" 36 G 25 E 10' 8'-6" 20 11'-8" - " 23 7 0 8'-3" . 20 15'-2 " 25 21' 6" 28 F 11' 6'-2" 30 H 18 11'-11'',-2" 30 H 2123 8 0" 8'-4"7'-11" 30 H 1821 15 32 H 2 21 35 H 2528 E 11' " 6'-8" 14' 8" 25 20'_6, F 12' 5'-8" 8' 3 30 H 1921 11.10'-8" 30 H 2123 7 -B" 8'-O" 30 H 1921 1 32 H 2326 20'-99, 35 H 2629 E 12' 7'-9" 6'-4" 7'-7., 13'-10" 7, F 13' 5'-2" 7'-117 31 H 19 10'-1 o, 31 H 2124 7'-5„ 7,_e„ 31 H 1921 14'_ 3-4 32 H 2326 1s 35 Hll' 2629 —"F 13' s" -s" 6, a" 7,_ „ 18'-10., 14' 4'-10" 7'-7"7 32 H 121' 10'-69'-11" 32 H 2124 7-0" 7-5" 32 H 1 312'-10„ 32 H 2 26 19 18.2" 34 H 2 29 2" 5'-11" 7 0" 21 15' 4'-6" 7 �6'-11" 32 H 1 22 10'-1 "9,-6" 32 H 2224 6'-6" 7 -2 32 H 1922 13' 12'-5„ 32 H 2427 18'-7"17' 34 H 2 30 , 5'-8" 6, 9„ 6„ * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE (FIGURE SHOWN INDICATES EXP. B 8 C. `jG1NEER'S��A °• THOMAS t. DAMPELL 0 xP:1z o em IL : DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD • PATIO OVER SYSTEM AS MFG. BY: DURALUM PRODUCTSINC IAPMO ERf2019S DATE: 4/26!1011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERWO FREESTANDING ANDATTACHED 10, 20 6 30 psf HORIL WIND- , . ' 8266 ALPINE AVE, SACRAMENTO. CA BSB2B REVISED BY: RANCHO CUCAMONOA CA (881) 741,2107 10 R LL. 100 MPH B0, 100 8110 MPH (918)462-7021 FAX 403.1518 ssles®durshm.com SHEET 27 OF 33 1 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B-& C 1 * THE MA7GIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" yN••"''••S�yl�i • THOMAS I. •.F CAMPOE Loz �.y. .S w „1 IIL FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. No , DRAWN BY: E.N. 3" SO. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM LryE LGAp . } OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT >- MAX.POST FREESTAND ATT. MAX.POST OURALUM PRODUCTS, INC. MAX.COL. FREESTAND ATT. MAX.POST MAX -POST FREESTAND ATT. FREESTAND *ATT. FREESTAND ATTACHED MAXPDST MAX.POST mm m SPACING ON SLAB* SPACING FTG SPACING (SPAN) SPACING SPACING FTG. MIN TCT FOR DOL. FOR 3' x S.FTG. MIN FTG, SPACING FTG. MIN �p SPACING �C3 MIN. FTG, MIN. FTG MIN 10 # L.L 90 MPH (SPAN) (IN,) (IN.) (IN.) ON.) 2'x&5'x.032' BEAM (IN.) (IN.) (SPAN) (IN.) (IN') POST (SPAN) (IN') (IN') TYPE TPo TYPE YPE TYPE TYPE TYPE 4 17-0 " 12'-2" 29 (� 14 20'-0" 33 (� 16 14'-0" 14'-2" 30 G 14 26'-0" 35 G 18 38'-9" 39 G 20 B 4 ' 11'-9" 1.8 19'-1" 18 13'-4" 13'-8" 18 4'-10" 20 35'-1" 23 5 13-7 11'-4" 28 G 14 17'-1 32 G 17 12'-0" 12'-8" 29 G 15 23'-3" 34 G 18 32'-1 " 37 G 21 B , 5 10'-11" 18 17'-1" 19 11'-11" 12'-1" 17 22'-2" 21 31'-4" 24 E 6' 11''4^ 10'-8" 28 G 15 16'-4" 31 G 17 11'-5" 11'-7" 29 G 15 21'-3" 33 19 30'-0" G 21 B , 6 10'-4" 17 15'-7" 20 10'-11" 11'-0" 18 20'-3" 22 28'-8"7 24 E 7' 9'-8" 10' 19,_9„ 27 (� 1518 15'-2;4,-5" 31 G 1 20 10'-710'-1. 10'-8 �0,-2" 28 (� 1818 19'-88�-9" 33 (7 2 27' 36 G 22 B 71 22 28'-6" 5 E 8' 8'-6„ 9'-8"9,x„ 27 G 1:18 14' 1"3,_6" 30 G 1 21 9'-11"9-5^ 10'-0"9-8" 27 G 1618 18'-5'7,-6" 32 �j 2 26'24'-10 35 G 2 B 81 23 25 E 9' 7'-7^ 9'-3" 27 (� 16 13'-4" " 30 G 19 9'-4" 9 -5" 27 G 17 1 T-4" 32 G 20 24'-8" 35 G 23 E 9, , „ 9 —0 19 12 -9 �- „ 21 8 11 " 9'-0 — " 19 16 6 ,_ „ 23 23 5 28 F 10' 6'-9" 9'-0"8,-0" 27 G 1719 12'-8;2,-1" 29 G 1 8'-10" 8'-11" 27 G 1719 16'-5'5,-8" 31 G 2124 23,_ 2„2,-2" 34 G 23 26 E 10' 21 8-5" 8,-8„ F 11' 6'-2" 8'-8"8,-4, 28 (� 1719 12'-11,-8. 29 G ' 8'_5" 8'-8' 28 (j 1719 15,14'-11 31 G 2124 22�"21-2" 34 G 24 11' 22 8'-1" 8'-2„ 7PE 12' S'=$" 8'-5"8,-0„ 29 G 1720 11'-7 29 G 1 8'-1" 8'-2" 29 G 1 20 -04,-,4" 31 G 2124 21, 33 G 242712, 1,_0„ 22 7.9" 7'-9" 20'-3" S'-2" 8'—i"18 29 H 11'-1" 29 H 20 7'-9" 7'-10" 29 H 18 4'-5" 30 H 22 20'-5" 33 H 24,13' 7'_8" 20 10'-7" 22 7'-2" 7'-6" 20 13'-9" 25 19'-5' 281314' 4'-10" 7'-9"7 30 H 120 10�-8�0,-2" 30 H 2 23 71�" 7,_771-3"30 H 1 31 11" 30 H � -88,_9" 33 H252814, _S 8,_8" 20 13'-3" 5 15' a4'-6" 7 67,_2„ 31 H 1 109'-10" 31 H 20 7'-4" 6'-10°8, 31 H 1 13' 31 H':2225 19' 32 H 25 E 15' 21 3 3^ 7-0" 20 2'-10" 8'-1" 8 F * THE MA7GIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" yN••"''••S�yl�i • THOMAS I. •.F CAMPOE Loz �.y. .S w „1 IIL FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. No , DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LATTICE LryE LGAp . PA O O ER 3 STE AS MFG. BY: IAPMO ERq 019b DATE' If28i1011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO p09T SPACING TABI E FREESTANDING 10. 20 & 30 pnf OURALUM PRODUCTS, INC. SCALE:NONE REVISED BY. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND • 90.1008 110 MPHSHEET I(OlS)462-702i 8289 ALPINE AVE., SACRAMENTO, CA 95B28 26 OF 33 10 # L.L 90 MPH FAX 4031819 .ales®dumlummm