The URL can be used to link to this page

13-0812 (PAT)P.O. BOX 1.504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 C Application Number: 13-00000812 Property Address: 44610 SAFFRON CT APN: 604-252-021-41 -24208 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 2500 Applicant: Architect or Engineer: l/ BUILDING & SAFETY DEPARTMENT BUILDING PERMIT �•.� --------—-------------------—------—---------- LICENSED CONTRACTOR'S DECLARATION I"hereby affirm under penalty of perjury that 1 a nsed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business d Profe sionals Code; and my License is in full force and effect. License Class: D03 License No.: 350151 /./ Date. Contractor." OWNER -BUILDER DECLARATION I hereby. affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the ., following reason ISec. 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 155001.: (_ 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 througA his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as.owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.l. 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.1. - Lender's Name: - ~ Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/01/13 Owner: JOE OWEN 44610 SAFFRON t—.—. LA QUINTA, CA 92253 JUL 0120.13 Contractor: OF . - QUINTA RUTH AWNING CO, ROBERT FINANCE DEPT P.O. BOX 536 THOUSAND PALMS, CA 92276 (760)861-3680 Lic. No.: 350151 ------------------ WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 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 EXEMPT Policy Number EXEMPT 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 o become subject to the workers' compensation laws of California, and agree.that, if I sh beco subject to the workers' compensation provisions of Section 3700 of the Labor de, I shall orthwith ply 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 0100,0001. 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 buil ' g con ruc 'on, and hereby authorize representatives of. this county to enter upon the above-mntioned prope y for i e i purposes. Date:' / Signature'(Applicant or Agent): LQPEIN1IT Application Number . . . 13-00000812 Permit PATIO COVER 2013 Additional desc . Permit Fee . . . . 95.81 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 2500 Expiration Date 12/28/13 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Spec:lal NULes and CunutienLs 153 SQ. FT. ALUM LATTIC PATIO COVER. PER 2010. CALIF. BUILDING CODES. July 1, 2013 1:17:10 PM jjohnson. -------------------_-------------------------------------------------------- Other Fees . . . . . . . BLDG STDS•ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 95.81 .00 .00 95.81 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.88 .00 .00 95.88 Grand Total 191.69 .00 .00 191.69 Bin # Citi/ Of La Qui('ltd Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico. La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 3- [2 Project Address: l 11/) N Owner's Name: � 7 (7,77 ' A. P. Number: Address: �d- A% Legal Description: C '0 City, ST, Zip: 2� Contractor:(Q e/1� 4-774 telephone: Address: Pe Project Description: City, ST, Zip:lp'.!I 4 CG - Gt/►�2 L W Telephone: l6 �— /� rr / 4 / � -.9 State Lic. # : �SG % � City Lic. #..�'— Arch., Engr., Designer: Address: City., ST, Zip: Telephone: ........................... Construction Type:Occupancy: Occu Y: State Lic #• Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: ��j j # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: 2 / 7S - APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 21" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees CII -Ty F �A ouiNTA 0 LA 'V)j2G & SAFETY DEPT, Bul"I p Ro APpRoVED op�TE A— IIII PATIO COVER IIIIIIIIIIIr ' 'IIII ! IIIIgII 11 I, I I I I IIIII IIIIIIIIIIIIIIIIIII III IIII IIIIII IIIII � �;IIIIIiIII SHEET INDE}(. II;j IIIIIIIIIi I III SHEET 0 SHEET TITLE 1 DESCRIPTION SYSTEM AS MFG. BY: DURALUM PRODUCTS; INC. �IIIiIllil� dlllll (IIIIII dIU 'Jllfllllllll 11 .,.11l'•• IIIII iI, �.. IIIII I, I I IllllllllllII II"•IIIIIIIIIuII IIIIIIIIIIIIII 111 III DESIGN RE-UIREMENTB . ill � IIIII RESIOEHTLAL APPUCATYONS . CBC AND IBC CHAPTER 18. CBC A IBIIGAF .III !RAID III I'I IIIII I'I � CRC AND 1RC APPENDIX CHAPTER H- II: 4 T•1........... TITLE SHEETI DESIGN LOADS ROOF LIVE ANO SNOW LORDS: 10, 20 ANp 30 POUNDS PER SQUARE(((((( 1 ...-.--..--.GEfJFRAL NOTES .37w COMMERCIAL APPL)CATK*S - CSC AN❑ IBC CHAPTER 16, IIIIII .� 2 .--...-....SpLIO PANEL STRUCTU ROOF LIVE AND SNOW LOADS; 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF, 3..-...-.--..OPEN LATTICE STRUCTURES E?CP. Q �� 4._ ........ PANEL SPANS TRW & W-PANEL �y ADDf TIONAL S SIGH R£QUfR> MENT8 - 5 ............MINIPANEL SPANS FEAT PAN.. Tis� 1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 aal. 7 ............RAFTEERR 8 -...........RAF FASTENERS! FAN BEAM '/� 2. BASIC WIND SPEEDS: PU, 100, 110 MPH, EXPOSURES B AND C. SPANS 3. WINO OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR:'11. 1.0. 8 ............COLUMN I POST TYPES 4, SEISMIC BASE S$IEAR: 17 POUNDS PER LINEAR FOOT PER WIDTr¢ OF COVER, 9 ............HANC7ER CHANNEL AND BRACKET ATTACHMENTS 5, SEISMEC DCSJGN PARAMETI=RS' (,,,,III NT AILS ..... -..BEAM TOPE ST ATTACH j IMPOR7ANCE.FACTOR 1-0 ....,..,,,,BEAM SPLICE DETAILS II .......... _ M NT AND FO(]TING EMi3£DME IIII 4 .....::: LATTICE CONNECTIONS IIIIII III i„ SITE CLASS: I] IIIIII ' IIII I � u IIII SEISMIC DESIGN CATEGORY: ❑ PO AC MENT MAP PFD SPFC;TRAL RESPONSE COEFFICIENTS: S,= 1-50, S,- MO. 5�=' 1-0, Sa=O-50 � � ,�� RESPONSE MOO IFICATION FACTOR, R:1,25 1S & 1H�&Hppp'uu,LIII{{..SOLID POST;PACINGCO��yyI� AND IIIIII I'I IIII e- DESIGN ASS I ATER?L FORCE PRDCED..... IIIII III L',I 8 81�IIlIIVVI. O OST 9PACIG TASLLEIIAI ACHEIQIJIREe9TAWV�VV�G 10b III IIII U °PH 7. DESIGN ASSUMPTIONS: TABLEATTACH IREE D 10#' piL 1]IMPH, MPH N, III A MINA BiJILOING HEIGHT OF MAIN STRUCTURE {AVERAGE(: 20' 20&2I__.SOLIDPOSTPAC NGTABL ATTACHEli DIRED IDo i'io11(MPH y 4 w 24 8 25.....SaLld POST SPA[ NG TA9LEAr7ACHE�� 6 30AL. 1C.L U LI7 NG WIDTHTT NVIESTR,'RE: 3022 d 23....:SOLID POST $PAC NG TABLIIIATTACH REE TAN -I" 1� IIIIIIIIIIIIII N � _ ^ C. MI UIiI COVER SIZE ATTACHE[} TO' 7}ZLICTIIRE OR -FREESTANDING: 10, X 1D' ZB .....-„:.,.LATTICE PAST SPACING TABLE ATTACHE AND FR fSTpN,D,ING 10# LL- 90 MP I� II III J lif ` +I� /�`2T ..........:.:LATTICE POST SPACING TABLE ATTACHE❑ AND FRk4T` DING 10# L.L- 100 MFiFE II .. I' p I' �IIII 91�i j2S ..-...-..-.LATTICE POST SPACING TABLE ATTACHED AND FRIE r�IN1 L_L. 110 MP iQ(' 29 ...... ....--LATTICE POST SPACING TABLE ATTACHED AND FREEST,�.,��MOP- F 30 ..-.--......LArfICE POST SPACING TABLE ATTACHED ANO FRET ST i 1 '-I �j 1 IIIII- I IIIIII ,+I Iy li 31 SOLO POST SPACING TABLE ATTACHED AND FREES7ANRI fl � III" �I IIII I I i1 32 ..„„..,.,.SC'LIO POST SPACING TABLE ATTACHED AND FREEST PING 20fi L.L: 90 11D 1eI III �li l III, "I Igljli I II i III V ',III i' r I� U 33.......,,,,.INSULATEO ROOF PANEL CONNECTIONS JUL. 0 1 Z0i3 •.i IIII I IIIIIIII IIIIIIIIIII p I!IIIIII'I+IIIII�911illll�lll�l',, Ill�gljl�lllll'II!',,, I III!IIIIIIIIIIIIII'IIIII'',IIIN',: ...... - �Ytv �},, Illllllulllllll lllillll IIII III o U'IIII' OF LA �U-1..NA A NOTE TO THE LOCAL AUTHORITY RAYING JURISDICTION:' co �! I4f u II �II I I �,�► ��r+q I,iI �iII Ills II'II IIIII°iII �PRWECTSUBL1fTTEDTgTHE LC�GALAUTNORITYHP.VINGJUfiSDICTI[?NMAY II II III IIII II II ' II ' i 1NCLUi3E ONLY THE PERTINENT 51TESPECIFIC STRUCTLJFZ4L CaiNPONENTS•LDC.ATEO i l I I I J�� IIIIIIIIIIII�I IIII T1CCOLA rIryNy�' b lPAR Y III GISTERED DESIGN IIIII IIIIIIII WITHIN THIS IGC LISTED EVALEJATiON REPUFI.. A7 A MINIMUM. SUBMISSION FOR A o 4' BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS PROFESSIONAL SHALL BE SUBMITTED TO. THE BUILDING • :Iq EVALUATION REP.QRT: OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS s:STRUM HE AI CONFIGURATION RAL es. SOLD CAR LA7T1cE ROOF, FREESTANDING OR ❑O NOT EXCEED THE ALLOWABLE ROOF STOW LOADS ATTACHED]. .. C. f9ASED ON THE REQUIRED DESIGN LOAD5, SITE -SPECIFIC RAF7ER ANDIOR PANEL SPECIFIED ON THE PLANS, AND THAT CALCULATIONS SHALL SPANrlii Es,,,:.. ADDRESS THESNOW LOA❑ PROVISIONS QF IBC SECTION O• TYPE OF HE^L'ER; POST TYPE A QUANTITY, FOOTING SIZE WHERE REQUI R ED) BASED ON THE SITE SPECIFfC DESIGN LOADS. 1608, INCLUDING, BUT NOT LIMITED TO, RAIN -ON -SNOW E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT." RAVINGJURISOICT1ON. Illilllllllll� .� uIIIIII,,. S7RIlWN [IY;.E..N. TOM CAMPBELL 8 ASSOCIATES, INC' LFYE LOAF] , PATIOCOV. SYSTEM AS M . BY: LSPhICI E'ia110175 F7ATE-'ia,a�rra lx SCJd.E:.HC1t�E CS}MMERCI+14 AND R£510E+rfIAL STRUCTURAL EHGiNEERIN6 TITLE SHEET 10. h�70 Ynnp DURALUAS FyfiC•DUC75. INC. •• REV1SE48Y: RAW-vK) WC&MONi5k CA (951) 741-21(1Y kE8H3N LWf7.9 IiOR Q. • I o 90,104d11L1 wlRt1(91fl4U-702SHEET d409 AL PI!# AYE'., 9AiCRR>METf[O, GA 95R2A T•1 I,F+1}[�QY1514 fW�6iirekm odn LOAD, PSF EXP- B EXP. C EXR 8 EXP. C EXP. B EXP- C 10 1.00 0.90 1.00 0.80 0.90 0.75 20 1.00 1,00 1.00 1.00 1.00 ,0.90 30 1,00 =11001.00 1.00 1..00 1.00 PATIO COVER SYSTEM AS MFG. BY: ❑URALUM PRODUCTS, INC. GENERAL NOTES,- I:IIIIIIIlIII111;j I'I'' Iiliil:Illllll111III..,JI1ll' IIIIIIIIIIII' GOVERNING CODES : IIIIIII III IIIIIII III, AS{IS 1. THE DESIGN COMPLIES WFrH THE 2009 INTERNATIONAL 6 II9ING CODE, zoos INTERNATIONAL RESIDENTIAL CODE, 2010 C IIFORNIA BUI III ING!a RESIDENTIAL 1013 j ry EI 7- riMINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 20M ALUMINUM MANUAL -ADM 1-05. lull III II III II IIn III. DRAVANG NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN: COLUMN SIZE, ETC -) Skki 9E.CIRCLEU AND CLEARCY.IOENTIFiED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF 714E MAN UFACTORE R.DESION LOADS AND ENCLOSABILITY. 4. CONTOCTOR SHALHE 0 RAWINGS AN L SUPEI$VISE AND D RECT TH WWOR AND SHALL BE SOLELY RESPONS BLEOFOR ALL ICONSTRUCTION MEANS. S E NOTED, AN 0 DO NOT 1MEETHODSNDICATE TTECHF41QUE5 9EgENCESTAND ROCEDURES- I'l 5. THE: APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE J4R SITE AND SHALL BE AVAILAELE TO THE AUTHORIZED REPRESENTATIVES OF THE, BUILDING AND SAFETY 1)EPART'MENT. THERE SHALL BE NO. DEVIATION FROM THE APPROVED PLANS ANC,SPFCIF ICATIONS WITHOUT AN APPROVED CHANGE ORDER. l d l 6. FREESTANDING COVERS SHALL NOf BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH. MAT ERIAL- 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 8. AN ATTACHED COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THEIBLAB IS AT LEAST 3 1f2 INCHES THICK AND IS LOCATED 1N AREAS WITH A FROST DEPTH OF ZERO AN A MAXIMUM COLUMN LOAD;OF 750 POUNDS. I!i 9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL d USED AS CARPORTS ONLY VMEN LOCATED IN AREAS WITH A FROS'T'DEPTH OF ZERO, 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECT � 3IIIIII 2. IIIIIIIII IIIIIIIII (IIIIIIIIIIIII 111 III IIII IIIIIII IIIIIIIIIIII IIIIIII III 1 DESIGNMINIMUM ROOF SLp E FOR SOLID ROOF PANELS: 114 INCH PEA FOOT. l � �I � � �� (IIII IIIIIIIIIII IIIIIIIII I � fII:II:II{ jlhl`I �IIIIII��III� III � �� IIII �gII I IIIIIIIIIIII III 12, MINIMUM COVER 10' PROJ 13, MINIdUM SIZE OF E7f[STiN IIFZOOh111D�/ER G ATTAOtlMf61A CIDVERI I,IIII �I� ll RE LIIII Ii IIIIIIIII I'II ! IIII IIII IIIIIIIIIIIIIIIIIII IIIIIII IIIIII I IIIIIIIIIIIII III III I IIII II II I'l IIIIIIIII' IIIIIIIIII IIIIIIIIIIIIIIIIIII 14- COVERS ARE DESIGNATED 'RIDGED BUILDINGS' AS DEFINED 1N ASCFISEI 7, SECTION 8.5.13, I IIIIIII IIII III IIIIII III I ,IIIIII I' ' II I IIIIIII I' r 15- COVERS SHALL HOT BE INS.TALLEO'IN AREAS NEAR HILLS ;RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI:T, SECTION 6.5.7.1. 18-THE FREESTANDING AHD ATTACHED COVERS NOTED HFftEIN A,RE DESIGNED AS `OPEN STRUCTURES' ANp'PA IALI.Y ENCLOSED; RE I IrY, I''V�� 1hI��ANG I C I' IIIIIII SE61ON 6-5-13- JI lw, (IIIIIII' "I"' � Irll Ill' I i P III 18_ THE R>AT1a (Lip), COVER LE GN RDCIFT � Q O BY THE COLTER PROJECTION OR WI THO(PO T). SHALL NOTIJ E' � NOT EXCEED HE (1� IIIIII' . '' IIII i y' , I I IIIIII MATERIAL!$'PECIFICAMONS: � i IIIIII' III r.. � _ (IIIIIIIih�,X (IIIIIII III I,. II II 19. 13EAMS SHALL BE SPLICED OVER THE CENT1 R 5UPPORT.ONLY OF A THREE POST LONDITION. �.1II11I 1 I Ii, i�rin,, �II�I i l 20. ALTERNATE ALUM INUM ALLOYS MAI1� BE:SUBSTITUTED FOFi;-THOSE SHOWN, PROV DIED. THEY ARE REGI57ERED'V�if�'.,THE ALUMINUM ASSOCIATTDN ANO HAVE.EQUAL ,dr, TER YEIlD AHO II IIIIIIIIIIIIIIII III ULT44TE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSI . E.;. T'RENGTH OF 2,500 POUNDS•PER SQUARE INCH- I IIIIIPIIIullll II 22.OE81GN VERTICAL 501L BEARING PRESSURE IS SOO POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING OEFTH. (EQUALS 100 PSFIFT x 2 PER TABLE 18062 AND SECTION 1800.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST�LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-"6 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653. GRADE40. 24. FAST£RNERS: ALUMINUM BOLTS SHALL BE 2024-T4: STEEL•bOLTS SHALL BE ASTM A�367. ALL BOLTS SHALL HAVE STAN DARC'-CUT PLATED WASHERS WOOD AND LAG' SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE "THE NATIONAL-:bESIGIY SPECIFICATTON. 25. THE POST -INSTALLED ANCHOP s CITED IN THESE CONStRUCFION DOCUMENTS SHALL. BE POWERS WEDGE -BOLT+ STAINLESS STEEL ( ICC-L=S ESR-2 FOR CONCRETE AND FOR MASONRY). 26.ALL SCREWS ARE SELF DRILLING ISDS� OR SHEET METAI,.,S.CREWS (SMS) 1N CONFORMANCE WITH ICGES ESR 1978 OR APPROVED EQUAL. (IIIIIIIIIIIIIIIIIII 27, THE 7ABIJLATED MAXIMUM CDLU'y1N SPACING WHEN aEXhING,QN A CONCRETE S.1,AB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 28, SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A'RCIOF ASSEMBLY IN ACCO , •ANCE W TH SECT ION 1505.2, EXCEPTION 2. I' 29,S.IMPSON SD925412 AND SDS25600;SCREWS SHALL 8E,I ACCORDANCE WITW IC I ` IIIYRI:UATION REPORT ESR-=6. 1 r� (IIIIIIIIIIIIIIIIIII IIF i �N I'IIJII REDUCTION FACrORIyPPLIGABLII'I IIIIIIIIII IIIIIIIIII IIIIIII IIII II III II!IIIIIIo!I III III 1111IIIIIII` IIII (IIII III oldlllll!I,I IIIIIIIII I,I IIIIIIIIII''ll ullllllllj l IIII II IIIIIIIIIII FTO MULTIPLE VAN OR ROOF PANEL5111IIIIbNDITiQhISII�' I IIIIIIIIII Illlllllllll IIIIIIIIIII IIIIIIIIII IIIIIIIIII Illl IIII IIIIIIIIIII r � �P 'd IIIIIIIIIIII II WIND SPEED AND F.XPDSURE ''IIIIII'( I i''' IIIIIIIIII I �IJ' III '' I,I'I IIII (,III 4 � (IIIIIII' (IIIIIII 90 MPH 1ilO MPH t 10 MPH III (IIIIIIIIIIIII IIIIII IIIIIIIIIIII III„IIIIIIIIII' III III IIIIIIIII (IIIIIIIIIIIII b �+ IIIIII IIIIIIIIIIII' �� LNE IIIIIII II!Ip IIIIIIIIIIII IIII{'III EXP. 0301)1, IIIIIIIIIIIIIIIIIIiIIIIUI II�'IIIIIIIIIIIIIIIIIIIIIIu '�IIIIIIIIIIIIIuIIIIIiII IIIIIIIIIIUIIIIRIIIIIIIII �IIIIIIII'IIIIIIIIIIIIII` IIIIII h IIIIIIIIIII Ill IIII IIIIIw+V iIIIIiS, jI Ulllll 1 &p MICm111 i ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED DR `E [•JIMPBELL S:lSSf]CIATES, .I I LIVE LOAD PATIO COVER SYSTEM MFG. BY: EPoI �1P6 UA DA.rE: Il sr Ot7 s GI.E- fu�jNE CUU- E?G. L(MiMERCIAL ANP RE&DEN-f Nh 1'Rl1CTll PAL ENOINFFRIN¢ D N47E5 10.2AA i[7 w DU.RALUM PRODUCTS. INC. HORiL WINO - I12H0 At AVF, WAAWNTD, CA P5E27 REVi5EL16"r; FIANCFlO CLI CJ�MONGA,:CA [Afi.Ij 7�1�107 (IIIIIIIIIIIIIIIIIII YDAOMiIIJUPrI Ip7pI L'n7•i021 FA>r �0.}1518 ufr�mduMm.opm SHEET 1 OF 33 ATTACHMENT CHANNEL ALUMINUM 'SEE DETAIL ROOF PANEL LIVE LOAD • I1918) SEE SCHEDULE FOR SPANS �E1 N)01NE072 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING O. 10, 20 6 3o pd IDURALUM 'O.H.' NOT TO EXCEED 25% i OF SPAN RANCHO CUCAMONGA, CA (951) 741-2107 SEE DETAIL FOR SPLICE 190, 00 &HORIL 110 MPHIND tM9 462.1ALPINAVE., SACRAMENTO, CA 86e2eSHEET �S2.7021 FAX 4OCi•1618 nlw®dvtlum.rom 2 OF 33 3 1L SO. POSTS, SIZE VARIES I * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 8 12' SIDE PLATES. SOLID PANEL TYPES i pNG OF ATTACHMENT CHANNEL SAf� ST7�U ALUMINUM SEE DETAILS — TME PRTFC LS S ROOF PANEL MIN. 0.25' SLOPE PER FT. >7hl SEE SCHEDULE FOR SPANS O. i 'O.H.' NOT TO EXCEED 25% OF SPAN I SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BEAM SripO SEE SCHEDULE FOR SEFS �'AC/IyG POST SPACING * SO. POSTS, SIZE VARIES OSx OF 3 12' SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 17 NOTE: NO SPLICE AT THIS POST ANDA END BAYS. FOOTING WHERE REWIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II CHANGEABLE WITH ANY OTHE COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS, SIZE VARIES S� �Mpg�CiAp ALTERNATE: 3 12' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE. FOOTING WHERE REQUIRED I SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x Or STEEL ROD TYPE "C" FREEST, SEE SCHEDULE FOR POST SPACIN N. S9� SPLICE AT THIS AT END BAYS. 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE j/Fl00TING T= 17 WHERE REQUIRED SEE SCHEDULE CUBE SIZE "B" ATTAC NOTE: EACH COMPONENT IS INTER- �G L 0 ER �77-- V Inc:f COMPONRENTT UN O OE SHOWN. H'E_p MIYL'FISPAN Wl NANi�TiLE E� OPTION EXP. it/ UMINUM A P M F PANEL M N.0.25 SLOPE PER FT. SCHEDULE I FOR SPANS O. 'O.H.' NOT TO EXCEED 25% ` T — OF SPAN `% BEAM NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. :ANTILEVER OPTION SEE DETAIL FOR SPLICE PDSTOPTI NAL: CANT EVER SQ. POSTS, SIZE VARIES i F HE CC11 SEE pSCH� gCINGR O•H. FS ALTERNATE: ?SOFA j 3 1/2' SLAB ISINGLE POST MAY BE USED SEE SCHEDULE F TO CONSTRAIN NOTE SPLICE A THIS FOOTING, SEE POST D AT END BAYS. SCHEDULE FOOTING WHERE REWIRED I SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9. STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. r � TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.H.. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • I1918) A O R M : LAPMO ER/ 0195 �E1 N)01NE072 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 9TR SOLID PANEL 10, 20 6 3o pd IDURALUM PRODUCTS. INC. i REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 190, 00 &HORIL 110 MPHIND tM9 462.1ALPINAVE., SACRAMENTO, CA 86e2eSHEET �S2.7021 FAX 4OCi•1618 nlw®dvtlum.rom 2 OF 33 RAFTER SEE TABLE * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1R' SIDE PLATES. FOR 612E AND SPACING OPEN LATTICE TYPES t(,QN: THIS OPEN LATTICE -TYPE STRUCTURE b SCMEOLAE MAX. Pte• MAY NO BE COVERED. SEE SCHEDULE &/� MAX. O.H.RAFT G \\ ER SABLE ?S% OF SPAN _ \ FOR 00 AND BPAl:exi LENGTH OF STRUCTURE VARIES WITH SIDE PLATES ENT NOTE: EACH COMPONENT IS INTER- M MAY BEMUSED WERE CHANGEABLE WITH ANY OTHER 3� P COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE ��1 SEE SCHED. FOR OPEN LATTICE -TYPE COVER NO THIS OPEN LATTICE • SOLE: NTS MAYBE COVE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRU RAFTEFOitS � SEE AM SPACING s MAIL O.H. � 291E OF SPAN LENGTH OF STRUCTURE VARIES *11,"- NYC371 EXP. 0313 NOTE: THIS OPEN (ATTIC MAYN�BE COVE OF CR) LENGTH OF STRUCTURE VARIES POST WRN SIDE PLATES t p SEE DM yr EACH COMPONENT IS INTER- f� a .SL 4B WITH ANY OTHER MA; BEAB ATTACHMENT UB ED WHERE NT UNLESS OTHERWISE SHOWN.Et SEE SCHEDULE FOOTING WHERE REOURED, SEE SCHED. FOR FOOTING CUBE BUT o TYPE "F" ATTACHED MULTISPAN TTICE STRUCTURE NOTE: THIS OPEN LArnCEPE •TYSTRUCTURE MAX M MAYBE COVERED. BEE SCHEDULE � LENGTH OF STRUCTURE VARIES POST CRT' SEE POST NOTE: EACH COMPONENT IS INTER- I TOOOCONSTRAIN O G AI iqN— CHANGEABLE WITH ANY OTHER LIVE LOAD - PA VER SYSTEM MFG. BY: iT SLAB COMPONTENT UNLESS OTHERWISE SHOWN. t rF.:WHERE NOTE: EACH COMPONENT IS INTER- MAY BE USED CONSTRAIN 10, 20 6 30 Pd DURALUM PRODUCTS, INC. CHANGEABLE WITH ANY OTHER r SCHEDULE OPEN LATTICE -TYPE COVER REOUIRED COMPONTENT UNLESS OTHERWISE SHOWN. HOR12: WIND • 90,100 6 110 MPNSHEET SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED NG CUBE SI SEE SCHED. FORFOOTIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE -tYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL R ASSOCIATES, INC. LIVE LOAD - PA VER SYSTEM MFG. BY: LAPMO ER/ 0195 DATE: 10MIR012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 6 30 Pd DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 711-2107 STf2l1CIURES HOR12: WIND • 90,100 6 110 MPNSHEET 8289 ALPINE AVE, SACRAMENTO, G 96826 3 OF 33 REVISED BY: (816)162.7021 FAX403-1519 .sle�du+llunoom SOLID PANEL SPANS FOR COMMERCIAL & 90/100/110 MPH EXPOSURE B & C 7r .09R. (I.S.) .6r C1125' ALL UNMARKED RADII .06R 2.5' v TY 5 .38• N 7 7 5.25• / ALUM. ALLOY 3004-H36 OR EQUAL 15S\RAY C,O ~ No. C37948] k§XP. 03/31 /►'b/, NOTE: DETAIL FOR PANELFASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. FOOTNOTE: 'SAMPLE" 8- x 2 }2' FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL 8 ASSOCIATES, INC: L.L.= PANEL1r 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 FAX 403-1519 k SHEET 5 OF 33 11'-4' 10'-1• 10'-3' 9'-1" 9'-4' 8'-3' .020 17-3' 11'4' 11'-7' 10'-9' 11'-0' 10'-2" 13'-1• 11'4• 11'-9• 10'4' 10' 8' 9'4' .024 P�l 10 13'-7' 12'4" 12'-9" 11'-10' 12'-2' 11'-2' 16'-2• 14'-6' 14'-8' 13'-0' 13'-4' 11'-9- 10 032 15'-10' 14'-9' 15'-0' 13'•10' 14'-2' 13'-1' 18'-1' 171-0• 17' 2' 15'-4' 15'-10' 14'-0' .040 171-9' 16'4' 16'-9' 15'-7' 15'-10' 14'-8- 4'-8' I 10'-6• 10'-0' 10'-1• 9'-1' 9'-4' 8'-3- .ozo 10'-4• 9 -10' 10 -0' 9' 4' 9'-7' 9'-0' 11'-7• 11'-1• 11'-2' 10'-4' 10'4' 9'-6' .024 20 114' 10'-10• 11'-0' 10'x' 10'-r 10'-0' 12'-1�0-11 11'-r 10'-8• 11'-1" 9'-9• .020 13'-r 12'-10' 13'-0• 173' 12'-6' 11'-9• .032 11'4• 10'-9• 11 A-0' 10'4• 13'-4' 12'-8' 12'-9' 12'-2' 12'-3' 20 ,024 15'-2• 14'-8' 14'-7' 13'-10' 14'-1' 13'-2- .040 13'-0• 17.3• 17.4• 11'-9• 11'-10• 11'-2' 15'-0' 14'3' 14'-4• 13'-7' 13'-9' 13'-0' .032 9'-3• 8'-10' 9'-0• 8'-7• 8'•8' 8'3- .020 15'-2• 14'-8" 14'-7' 13'-9• 14'-0' 13'-2' 18'4• 16'4 ' 18'• 4 -0 18•" '16' -2" 8'-2- .040 10'-�910*9.s'1o• s'4• s'r s• -2•.02a30 16'-9" 16'4' 18'-r 15'4' 16'4' 15'40' 10'-0' 9'-r 9 9• 9'�• 9'4' 9'-0- �91-4-w-o*.018 11'-10' 11'4' 1 r -r 1111 11'-2' 10'-8• .032 10'-r 10'-3' ' 9'-10' 10'-0" 9'4' .020 11'-9' 11' 4' 11' 4• 10'-10' 11'-1' 10'-6* 13'-4' 12'-10' 13'-0' 12'-4' 12'-r 12'-0- .040 11'-6' 11'-1• 11'-2• 10'-8" 10'•9• 10'-3' 30 .024 13'-2' 12'-8' 12'-9' 12'-3' 17�' 15S\RAY C,O ~ No. C37948] k§XP. 03/31 /►'b/, NOTE: DETAIL FOR PANELFASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. FOOTNOTE: 'SAMPLE" NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES ATTACHED TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN FIGURE INDICATES FREESTANDING IN TABLE 1, SHEET 1. t� 6"x 2 }2• FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL 8 ASSOCIATES, INC: L.L.= PANEL r 90 MPH SPAN100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 FAX 403-1519 k SHEET 5 OF 33 12'-6-` 11' 11'-2' 9'-10" 10' 1-0' .01e 1 33 2 17-r 11'3' 11-1 13'-6' 11'-10• 12'-1• 10'-8' " 9'-9' .020 P�l 14'-2' 13'-2' 13' 4' 12'x'7 -r 11' 8" 15'-2' 13'-4' 13'3• 12'-1• 12'-4' 11'-0' 10 .024 15'�l• 14'x' 14' 6' 13' 8" 13'x" 12'-8" 18'3' 16'-8' 18'-9• 14'-9' 15'-3' 13'4• .032 18'-0" 16'-91 17'-0• 15'-9• 16'-1' 14'-10' 20'-10' 19'-2' 19'-r 1T3' 171.9" 15'4• .040 20'-r 19'-2' 17-4' 18'-0' 1 B'-4' 1 T-0' 1 V-4' 10'-9• 10'-10' 9'-10' 10'-2' 9'-0" .018 11'-2• 10'-8' 10'-9' 10'-7 10'3• 9'4' 12'-1�0-11 11'-r 10'-8• 11'-1" 9'-9• .020 11'4• 10'-9• 11 A-0' 10'4• 13'-1 • 17-8• 12'-r 12'-0" 12'-1' 11'-0' 20 ,024 13'-0• 17.3• 17.4• 11'-9• 11'-10• 11'-2' 15'-4' 14'4' 14'-9• 14'-0" 14'-2" 13'-4- .032 15'-2• 14'-8" 14'-7' 13'-9• 14'-0' 13'-2' 18'4• 16'4 ' 18'• 4 -0 18•" '16' -2" 15'3' .040 16'-9" 16'4' 18'-r 15'4' 16'4' 15'40' 10'-0' 9'-r 9'4' 9'3' �91-4-w-o*.018 910. 9'4'9'-r 9-2' 10'-r 10'-3' ' 9'-10' 10'-0" 9'4' .020 P�l 10'-8' 10'-1"0'-2' 9'-9' 9'-10' 9'-4' 11'-6' 11'-1• 11'-2• 10'-8" 10'•9• 10'-3' 30 .024 11'•4• 11'-0' 11'-1' 10'-r 10'-8• 10'-2' 13'-6• 13'-0' 13'-1• 12'-r 12'-8'�12'-.032 13x' 17-10' 12'-10' 12 �" 12 14'-r 14'-7" 14'-r 14'3" 6" 13'-9' ,040 16'-7• 15' 8' 16'-0'14'- 15'-0' NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES ATTACHED TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN FIGURE INDICATES FREESTANDING IN TABLE 1, SHEET 1. t� DMM BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC: LIVE LOAD - PATIO R SYSTEM MFO. BY: IAPAq ERA 0186 DATE: 10101/2012 BOLE' NONE COMMERCIAL AND RESIDENTIAL STRUCTUitAL ENGINEERING PANEL SPANS 10, 20 a 30 pd OURALUM PRODUCTS, INC. u 8se2e 92Ae ALPINE AVE" BA3.1519 1(916)462-n2l. REVISED BY, RANCHO CUCAMONGA. u (961) 741.2107 80,100 61110 MPH FAX 403-1519 k SHEET 5 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C I .67- T=SEE TABLE BELOW 4 40• �71�- 40' .40 •2� 300' 4.50'' 4.50' -�- 4.50' 4.5U' 3 D .3S ALUM. ALLOY 3004-1-136 OR EQUAL FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. No. C37M Xe 031311 ) NOTE: DETAIL FOR PANELFASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 8 OF 33. -M. ALLV T JWhf UR CVUAL 12" x 3 1/2' W PANEL (SEE NOTE 1 BELOW) 24' TRI -'V' PAN (SEE NOTE 1 BELOW) L.L.= (PSF) L.L.= PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 SHEET 4 OF 33 9'-0' B'-0' 8'-1' 7'-2' 7'4" 6'-8' 13'-r .019 12�• 12'-r 11' 8• 14'-r 12'-10' 13'-2• 11'-3' 10'-r 10'-8' 9'-10' 10'-1• 9'-3' 10'4' 9•-2' l 9'4' 8'-3' B' -r 7'-7• 10 .024 10 1T-0• 15'4' 15'-8• 13'-2' 12'-3' 12'4' 11'-r 11'-9' 10'-10' 12'-0' 10'-7• 10'-9' 9'-r 9-10' 8'8' 18' 4• 032 1 T3' 18 -1' 18' d• 15-1' 19'-10' 1 T -r 15'4' 14'-3' 14'-0' 13'x' 13' 8' 12'8• 81-01. -0 8'' 8'-1' T-2• T4• 20'-7' .018 19'-4• 18'-0' 18'-0" 18'-10' 1 Y-1 • 11'-8' 9.-6. g 1 • g'_1 • g'-8' 8•-9• 8'-3' 1014' 9'-2' 9'4• 8'-3' 8'-r T -r 20 .024 11'x' 10'•9' 11'-0' 10'3- 13'-4' 17-9' 11'-1' 10'-7' 10'.8• 10'-1' 10'-3' 9'-r 2 12 $S 12'-0' 10'-r 10 -9' 9'-7- 9-101 � 1034) I 1 ` ! 15i-0. .032 -4- 15, 1V 1 "4'-0' 14'-3' "12'-7 14'-2• . 134' T$'� ( ' .t6'-8- r a18'-95 12 3' 12'-3• 12'3' 111-8' 11'-10• 11'-2' iT3' 166- .018 10'-r 10'-2• 814• 8'-1• 8'-1' r-9- -9' 020 9'•9• 91 9 -2" 9'-4' 8'-3• 8'-T T -r 30 .024 10 6' 10 1' 10'-2' -� 11'-9' 9-9' 9' 4' 91-0' 9'•1' 9'-Y 8'-91 024 10'-9' 10'-7' 10'-9• 9'-r 9'-10• 8' 8• 032 11'-2' 11'3• 10'-9' 10'-10' 10••4' 30 13'-9' 9' 10'-9' 10'-9' 10'-r 10'-8' 10'-2' FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. No. C37M Xe 031311 ) NOTE: DETAIL FOR PANELFASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 8 OF 33. -M. ALLV T JWhf UR CVUAL 12" x 3 1/2' W PANEL (SEE NOTE 1 BELOW) TOM CAMPBELL d ASSOCIATES, INC. L.L.= (PSF) PANELT (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 COMMERCIAL AND RESIDENTVLL STRUCTURAL ENGINEERING PANEL 13'-1' 11'-7" 11'-9' 10'-4• 10'-8• 9'-6' 020 8289 ALPINE AVE. SACRAMENTO, CA 950M (016)182.7021 FAX IOb1819 fa1�ArtnaOm SHEET 4 OF 33 14'_1• 13'-r 13'-3• 12�• 12'-r 11' 8• 14'-r 12'-10' 13'-2• 11'-7 12'-0' 10'-r .024 15' 8' 14'-8' 14'-9' 10 1T-0• 15'4' 15'-8• 13'-10' 14'-3' 12'-r .032 18' 4• 1 T-1' 1 T3' 18 -1' 18' d• 15-1' 19'-10' 1 T -r 1 T-10' 15'-9' 16'-3' 14'•4' .040 20'-7' 19'-Y 19'-4• 18'-0' 18'-0" 18'-10' 1 Y-1 • 11'-8' 11'-r 10'-4' 10'-8' 91•8' .020 11'-10 11'-3 11'x' 10'•9' 11'-0' 10'3- 13'-4' 17-9' 12'-10• 11'-r 17-0• 10'-7• 13' 2' 2 12 $S 12 -0' 12'-2• 11'-6' .024 � 1034) I 1 ` ! 15i-0. 4 �. -4- 15, 1V 1 "4'-0' 14'-3' "12'-7 14'-2• . 134' T$'� ( ' .t6'-8- r a18'-95 15-4- 16'-2' 14'-4' .040 iT3' 166- 18'-r 10'-r 10'-2• 10'3' 9'-10• 10'-0' 9'•8' 020 10 6' 10 1' 10'-2' -� 11'-9' 11''� 10'-10' 11 '-1' 10 6' 024 11'-0' 11'-2' 11'3• 10'-9' 10'-10' 10••4' 30 13'-9' 13'3' 13'3' 12'-9' 12'-10" 12'3' 032 13'-r 13'-1' 13'-2• 12'-r 12'-0' 12'-2* 15'-4' 14'-9' 14'-10' 14'-3' 14'•8• 13'-9' .040 1S -r 14'-8• 14'-0• 14'-1' 14'3' 13'-r V E.N. TOM CAMPBELL d ASSOCIATES, INC. LIVE Lam'PATIO SYSTEM AS IAPMO ER00105 g1Q012 LinONE COMMERCIAL AND RESIDENTVLL STRUCTURAL ENGINEERING PANEL 10, 20 8 30 pd OURALUM PRODUCTS, INC. BV: RANCHO CUCAM ONGA, CA (951) 741.2107 HORIZ WIND - 70.90 A I10 MPH 8289 ALPINE AVE. SACRAMENTO, CA 950M (016)182.7021 FAX IOb1819 fa1�ArtnaOm SHEET 4 OF 33 I • COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS i MAX. HEIGHT MAX. HEIGHT C = 10' i 3.00" SQ. {-- G=3•sGl.xt=.t88' { 3:00"SQ. 2 • I a10 SMs 3.00" SQ. I .0 2' 4'O.C. �1.DC� I NK =3'SO.xt=.250 A SIDE i =3'SQ.xt=.31T 6.5' 3. C =4'SQ xt-.188' t _ .14"R =4' .xr--.250' 032• TYP. .048'STEEL 5/8' PLASTIC PLUG .28' F OE 3.0' OR 4.0' I i 3" SQ. ALUM. POST 3" SQ. ALUM. POST j MAG POST SQUARE WITH SIDE PLATESOD 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-038 ALUM. ALLOY 3004038 ALUM. ALLOY 8083 TB ASTM A500 GRADE B ALUM. ALLOY 3.00" OR I 2.lr 6063-T6zi q 7/16.0 HOLE 75' FOR 3/8' MB 2 FLANGES O I 2 1 /8' APART 5" ASTM GRADE 36 STEEL i t.t25' 2.5' j t INSTALL 1 x 1' x X HDG I WASHER PLATE AT ANCHORS ZS' 75 BASE FLARES t57' TO 3 -WIDE EA. IDE OF FLANGES P. POST orRiLY ' INSTALL IX* x IX" 5.50':41-1,q 1-7/16'0 HOLE WASHER PLATE AT ANCHORS FOR 110 MPH 2-'5/18'0 HOLES ioLES TYP. EA. SIDE ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP. (4YSDS 25412 N � � 3 PER SIDE * ~ No. C37948 # ! i �- ALUM. ALLOY 3' x 8' ALUM. RAFT. BRACKET 6063-T6 3" x 8' ALUM. HEADER r I r "H" BRACKET HEADER BRACKET n DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES. INC. LIVE LOAD "1PATIOS ! : IAPMO FJt1101S6 DATE:1tOVtROt2 COMMERC4LL. AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 10, p e 30 Pot DURALUM PRODUCTS, INC. SCALE: NONE POST TYPES HORIZ NAND " I 8288 ALPINE AVE.. SACRAMENTO, CA 05828 REVISED BY: RANCHO CUCAMONGA. CA (961) 741.2107r DD, 100 a 110 MPHI (916)462.7021 FAX 403.1319 t im&unNmw,, . SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 cV ai "i "' .281' 4 ,$ WALL c') vi FASTENERS ALUM.ALLOY SEE TABLE 6063-T6 1.75' O 0605 O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLE R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. WHERE ALLOWABLE AT EA. CONTACT PROJECTION EXCEEDS 16', LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 I LL 30 ADD A34 FRAMING ANGLE ROOF PANEL EA. SIDE OF RAFTER (2 PER 1114 SDS RAFTER TO BLK'G) NOTE: PROVIDE WATER ALUM. PANEL 2X ER-� 3x ALUM. RAFTER ILy I� FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. _EXISTING AV SEE TABLE BELOW OVERHANG (24' MAX.) la EXISTING EAVE CONNECTION O2 WALL FASTENERS SEE TABLE .25'R 0! 814 SMS ® PANEL LOCKS OR $8 SMS AT EA. CONTACT ^ ' LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 I LL 30 Y `- CONTINUOUS A- RAR ROOF PANEL "ERE OCCURS) 1114 SDS ALU6063-T8 Y NOTE: PROVIDE WATER A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. 014 SMS 0 EA CONTACT 8=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' WALL CONNECTION O I.R. HANGER (J HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 I LL 30 90 A B B C D D E E F 100 A B B C D D E E F 2.740" 1114 SDS DESCRIPTION OF LAG SCREW SEE NOTE BELOW NOTE: PROVIDE WATER A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. ® 8' O.C. 8=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' w Q C=SDS25412 AT EACH STUD, 16' O.C. MAX. �. T=.060' LLa5�: w - 35' WALL FASTENERS 24" 18'-8' 14'-9" N X7 2'x8' FULL OR18, 27X8' NOTCHED SEE TABLE DECK/RAFTER SPAN TABLE EAVE LENGTH -0 26'' 2V -O' 26'-0' 24' 18'-8' 22'-9' O 27X8' FULL OR 2'x10' NOTCHED 24. OC .. 26'-0" 26'-0' SEE PAGE 33 FOR 24' 26'-0" 26'-0' pA ALUM L Y APPROVED ROOF PANEL6063-T o I.R. HANGER (J HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 I LL 30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F 2' x 4'18' FULL DESCRIPTION OF LAG SCREW SEE NOTE BELOW NOTE: PROVIDE WATER A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. wZoZ 8=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' w Q C=SDS25412 AT EACH STUD, 16' O.C. MAX. r w w D=3/8'0 x 4' LAG SCREW AT EACH STUD LLa5�: 'E=3/8'0 x 1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 22'-2' 'F=3/8"0 x 1 1/8' AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 24" 18'-8' 14'-9" 'HILT QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET i EXIST. RAFTER 0 ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C 2' x 4'18' FULL 24' O.C. NOTE: PROVIDE WATER 19'-2' 15'-3' 12'-4' 24' 12'-8' 9'-10' A 2" x 6' NOTCHED 24' O.C. 'YPICAL BRACKET AT EVERY 2x 26'40' 22'-2' 18'-1" 24" 18'-8' 14'-9" 11'-10' 2'x8' FULL OR18, 27X8' NOTCHED 24' O.C. DECK/RAFTER SPAN TABLE EAVE LENGTH -0 26'' 2V -O' 26'-0' 24' 18'-8' 22'-9' 18'-7' 27X8' FULL OR 2'x10' NOTCHED 24. OC .. 26'-0" 26'-0' 26'4' 24' 26'-0" 26'-0' 24'-4' NOTE: (A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL = 3 pef (MIN) TO 8 psf (MAX) RLL = 20 8 30 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, 6 30 psf 1 8' ~ No. C379, Q_'mp. 03/31 10# L.L.=(2)#14 SMS EA SIDE 0 1 1r1' 20#/30#L.L.=(2)914 SMS EA. SIDE o U -BRACKET PATIO MFG. BY: DURALUM PRODUCTS, INC. — -- 1 1/4' 3/4" OR 1 12" NOTE: PROVIDE WATER _ PROTECTION METAL FLASHING CAUCK JOIN1rS AND SLOPE I 2"x 6 1 /2' OR IS MIN. 3"X 8' ALUM. TO DRAIN RAFTER 'YPICAL BRACKET AT EVERY 2x I (019)462-7021 FAX403-1510 Wk�dM�nlxn.cam -- --------- FOR SPAN SEE ALLOWABLE \ `— EXISTING WOOD STUD FRAMING DECK/RAFTER SPAN TABLE EAVE LENGTH 2d OR b3 LEDGER `- 2 EACH IWO x 3-1R' LAG SCREWS LL =10 pd 2 EACH 7/18'0 x 3.1/!' LAG SCREWS LL -20 AND 30 pef (3r+�RAF 44 ER fWrW.S. }A14x1 3/4' (Y MIN. PENETRATION INTO EXISTING PA710 COVER WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING; BRACKET SEE -.2'N FOR ATTACHMENT NOTE: PLACE'SIKA FLEX• OR SIMILARMAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: E.N.TOM DATE: 1Qd01/7012 CAMPBELL 3 ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD • 10, 20 E 30 pd PATIO MFG. BY: DURALUM PRODUCTS, INC. IAPMO ER/ 0188 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING A►WBRAC�T HORIZ WIND - S290 ALPINE AVE. SACRAMENTO, CA 0602E REVISED BY: RANCHO CUCAMONGA. CA (061) 741.2107 ATTACHMENTS 90, 100 6 110 MPH (019)462-7021 FAX403-1510 Wk�dM�nlxn.cam SHEET 9 OF 33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT. DETAILS ATTACHED ONLY FOOTING & ANCHOR BOLTS ' t. CUBE SIZE 50.19' DEEP ' CUBE FTG. ALUM.•MRACKET USE VM SINGLE POSTS EMBED. im i T BRACKET 23' 8 24' CUBED I POST TYPE B,C,D, OR E 3 1/4' STEEL POST ONLY: 25'- 30' CUBED (4}12.0 @ 3-S (� 3 -SO. POST WI 24' 28' SQ. 20' � F. OR 31' - 34• CUBED USE POST TYPE (3}!✓8.0 BOLTS 26• 35• SQ. 25' SMS EA. (4)34.0 TYPE BC� .H•J K -434' 30' 39' SQ. 28' F, G. H. J OR K FOR POST TYPE J 40' - 4r CUBED WSO. POST SIDE OF POST OR 3' SO. POST ALUM•'r9RACKET: USE(2� MIITI NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. W. 51 • SQ. 34' 4 40' 6(' SQ. 39' 1/4' M.B. THROUGH 44' 69' SQ. 43• KWIKBOLTS OREO.. I 1/2 DEPTH OF ! (2112 0 BOLTS .16' INSERT POST SEE NOTES BELOW 6TEE ""BRACKET: uSE 2),WT MITA KWIX �S FOOTING OR + Fc�R ALL OTHER CONDITIONS 4 S x .1BB• (2}1/4'0 POWERS WEDGE. BOL OR EouAL 1r MIN. EMBD. I i ASTM A36 BOLTS+ OR EQUAL, EACH 2 N' EMBEDMENT DEPTH �,. :: I STEEL BRACKELT TO SLAB. FOR KWIX BOLTS) ;;. I ( L4 T.O.C. MINIMUM DISTANCE TO EDGE OF SLAB - 4' OR '':, oI I U I:HALK = 1U' ... d :� W 5 ASTM A572 STEEL (1 V4' MIN. EMBEDMENT) i �'• ;� d7 H d J DE TH a (12'0M.8.� +� ��:'.'. 3/1B IF SLAB'SHAI BEIN a PouTCONCRETE LONG. 1' i��ti�;•; FROM END W N GOOD CONDITION FOONTING.EE NOTE OF POST 0 =T SO. POST (STL.) cnA seF OR FLUTED 312'M EXISTING SLAB 4 TABLE 3- SQ. POSTS TO CONC. FOOTING NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED POUREDSQUARESEE FTG. OR 4 SO. POST (STL.) , CONCRETE SCHEDULE IN BEAM INSERT FOOTING SPAN TABLE PL.5/8'THK. -- - '- SQUARE POST EMBED. INTO FOOTING 9 1 12' 11, 12' NOTES: 1. DO NOT USE ALUM. T ` BRACKET WITH 3X8 BEAM ! W/INSERT, MAG BEAM, 4. OR 7' I -SEAMS. 2. POST TYPE E INSTALL WASHER PLATE, E_. 2'XX'X5)5'AT I STEEL T BRACKET. j 3. POST TYPE F DO NOT USE STEEL T BRACKET W/r I -BEAM. PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SQ. x SIS• B• C, D, F, G, 8 H FREESTANDING! BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE a TYPE) (4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS 9'x9'x SIB' STEEL PER I.C.C. ESR -1917 OR�EQUAL (4 3/4' EMBEDMENT DEPTH) ` 0 ALTERNATE FREESTANDING FOOTING ATTACHED - ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS ' t. CUBE SIZE 50.19' DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18' 18' SQ. 12' BOLTS 20• 21' SO. 12' 23' 8 24' CUBED (2).1?0 3 1/4' 22• 25' SQ. 16' 25'- 30' CUBED (4}12.0 3 1/4' 24' 28' SQ. 20' 26' 32' SQ. 23' 31' - 34• CUBED (4)4 / 4- 26• 35• SQ. 25' 35' - 39' CUBED (4)34.0 -434' 30' 39' SQ. 28' • 32' 43' SQ. 30' 40' - 4r CUBED (4)3/4.0 4 3/4' 34' 47' SQ. 32' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. W. 51 • SQ. 34' 38• 55' SQ. 3r 40' 6(' SQ. 39' 42' 84' SQ. 41' 44' 69' SQ. 43• CUBE FOOTING W/ 4- SUB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED POUREDSQUARESEE FTG. OR 4 SO. POST (STL.) , CONCRETE SCHEDULE IN BEAM INSERT FOOTING SPAN TABLE PL.5/8'THK. -- - '- SQUARE POST EMBED. INTO FOOTING 9 1 12' 11, 12' NOTES: 1. DO NOT USE ALUM. T ` BRACKET WITH 3X8 BEAM ! W/INSERT, MAG BEAM, 4. OR 7' I -SEAMS. 2. POST TYPE E INSTALL WASHER PLATE, E_. 2'XX'X5)5'AT I STEEL T BRACKET. j 3. POST TYPE F DO NOT USE STEEL T BRACKET W/r I -BEAM. PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SQ. x SIS• B• C, D, F, G, 8 H FREESTANDING! BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE a TYPE) (4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS 9'x9'x SIB' STEEL PER I.C.C. ESR -1917 OR�EQUAL (4 3/4' EMBEDMENT DEPTH) ` 0 ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH j 100 MPH 110 MPH WIDTH EXB81C i EXB&C EXB&C 10' OR LESS 3'-4" SQ x ` 3'-6' SQ x 4'-0" SQ x 18 DEEP I 18" DEEP 18 DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x 6-0" SQ x 18 DEEP 18 DEEP 18 DEEP DRAWN BY: EJ4. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = I ATI COVERSYSTEMAS MFG. BY: IAPMO ERI 0195 DATE 10A112012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 Pd URALUM PRODUCTS, INC. 116) SCALE: NONE REVISED BY: RANCHO CUCwM01400. G (961)741-2107 AND EMBEDMENT HORQ- WL14D • I 90, 100 8 110 MPH i 89 ALPINE AVE- SACRAMENTO, G 06828 462-7021 FAX 403.1519 sala®mnwamm SHEET 10 OF 33 HEADER BEAM TYPES A ATTACHMENT DETAILS 1.52' .61' GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. �r-- 2.00' SPLICE WHERE SPLICE WHERE �� •0�4�-- . , 9" OCCURS 9PLICOECCURS OCCURS __+4.8 07S U) � 2.57' 4.8' TYP. 14"R 2 �. TYR 2.19• pas - 6' 2.�,• TYP. �. , .28" .0000• 2.r ASTM A653 GRADE 40 .D38" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 8063-T8 8063-T8 E ALLOY 3004-H36 q 6063-T6 g C D 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM NAL E 4' �gSGG 'yG� 3.0" 1-3' 3' Q1� 7 2• 8.5 MAX. Y 8.5' CoA _ —�- {SPLICE SPLICE- .042' WHERE 024' OCCURS 4' E _ 8.0' [j 070 ,042 .032' TYP. 110" TYP. ` ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004 H38 OR EOUAI OR EQUAL ALUM. BOY 8063 -TROY � � O K 4" I -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3 " � 25" MPCX f.042" 3'375' .042" .042' r -12 OR 14 Gk r • o.l�s 9" . 7.8 5' ASTM Ansa GRADE 50 6656' ALUM. ALLOY 6063 -TB ALUM. ALLOY 3W4 -KM ALUM. ALLOY 30041438 _T OR EQUAL OR EQUAL L �2,,5 I ' 375' ALUM. ALLOY 3004H30 L 2.875" F-- O OR EQUAL 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ BBLL3 x 8 S INSERT O STEER SRT O SPLICE/ INSERT O DRAWN BY: E.R. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD' 10, 20 8 30 A : DURALUM PRODUCTS, INC. IAPMD ERM 0185 DATE: IONIR1012 SCALE NONE COMMERCIAL AND STRUCTURAL. ENGINEERING BEAM TYPES pd HORQ. WIND " 8288 ALPINE AVE.. SACRAMENTO. CA 86828 l(9I6)452-TMl REVISED BY: RANCHO CUCAMONOA CA (851) 741,2107 CUCAMON A 80, 1008 110 MPH FAX 403 -Isle aales®Cunlum.00n SHEET 11 OF 33 10# L.L. 90 MPH - ATTACHED SOLID COVERS DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. 12' OR LESS EXP. B & C PATIO.B DURALUM PRODUCTS, INC. DBL. 2"x6.5"x.032" BEAM 3"x8" BEAM / ATTACH) t DBL. 3"x8"x.042" 8259 ALPINE AVE., SACRAMENTO. CA 76818 BEAM SCALE: NONE 3"x8" BEAM w/INSERT 70,100 6 110 MPH (716)152-7041 FAX 4011517 Musk n.00M DBL. EACH w/ 3*x8" A 3x8 BEAM STL. INSERT > 5 0 . MAX.COL. MAX.POST C MAX.POST SPACING MAX.POST PNG OT PS m MAX.POST MAX.POST MIN. SPACING SPACING FORDBL OR3Ix8' G POST (IN.) .) SPAN GG (N POST (N.) POST (SPAN)( T (SPAN) NG. (I ( ONSLAB• (N TYPE TYPE TYPE TYPE TYPE TYPE TYPE Yx6.Sx0 BEAM 9' 10" 10'-2" 22 B 14'-2' 25 B 21'-1' 28 B 29'-8" 32 C , S 5 13'-7" 9'-0" 23 12'-7" 26 18'-7' 30 26'-2" 33 9'-3" 23 13'-0 26 B 19'•3' 29 B 2T-2" 33 C , 6 G' 11'4" 8'-0' . � 8'-2' q 7 1T 0" i1 3'-10 34 8'-4" 8'-7" 24 B 12'-1' 26 B 1 T-1 " 30 B 25'- " 3435 �' �, �, 9,-8" T-6" 7'-7" 25 10'-8" 28 15'-9" 31 -2" 7'-10' 8'-1" 24 11'-3" 27 B 16'-8' 31 B 23'--0-8" 34 C 8' 8' 8'-6" T-0" 7'-1" 25 B 10'-0" • 28 14'-9" 32 6 9' 7'-7" 7'-6" 7'-7" 25 B 10'-8" 28 B 15'-9' 31 B 22'-2' 35 E 9' 6'-7" 6'-9" 26 9'4" 29 3'-10" 33 19'-T' 37 7'-1" T-3" 25 B 10'-2' 28 B 15'-0" 32 C 21'-18'-7. 3637 E 10' 10' 6'-9" 6'-3' 6'�" 26 9'-0" 29 13'-2" 33 6'-10" 6'-9"38 25 B 9'-8" 29 B 14'-12,-7" 32� C 20' ;; 36 F 11' 11' 6'-2" 6'-0" 6'-1' 27 8'-7" 30 $" 6'-6" 6'-8" 26 B 9'-3" 29 B 33 C 9'-3 3738 F 12' 12' 5'-8' 5'-9" 5'-10" 27 8'-2' 30 t2'-1' 34 6'-3" 6'-4' 26 B 8'-10' 29 B 13'-2" 33 C 18' 6" 37 F 13' 13' 5'-2" 5'-7' S'-8" 28 7'-10' 31 11' T 35 16'-3" 39 10# L.L. 90 MPH - FREESTANDING SOLID COVERS 12'.OR LESS EXP. B 8L C 10'-4" 9'-T' 29 G 15%66' 30 G 26'-3" 34 J 32'-3' 36 J 5, 5' 9' 4" 8'-10" 30 H 14' 6" 31 H 23'-8" 35 30'-3" 38 6, 9'-1" 8'-9' 28 G 14'-1" 29 G 24'-0' 33 J 29' 6' 35 J 6, 8'-7" T-10 29 G 13'-3" 30 H 21'-6' 34 2T-8" 37 7, B'-6' 7'-10" 27 G 13'-1" 28 G 22'-3" 32 J 2T 3" 34 J T 7'-7" 7'-0" 28 G 12'-3" 30 19'-10" 34 25'-8" 36 8' 7'-7" T 3" 28 G 12'-3" 28 20'-9" 32 I 25'-T 34 J 81 7'-2' 6'-6" 29 G 11'-7" 29 G 18'-7" 33 J 24'-1" 35 9' T-2" 6'-8" 28 G 11'-7" 27 G 19'-s' 31 I 24'-2" 33 J 91 6' 6" 5'-11 30 H 10'-0' 28 1T -T 33 J 1 6'-7" 6'-3" 29 G 11'-0" 27 G 18'-8" 31 H 22'-1 33 J 10 6'_3" 5�_7^ 31 H 10'-0" 28 16' 8" 32 34 6'-3" 5'-9" 30 H 10'-1" 27 G 1T-9" 31 H 21'-1" 32 34 J 11' 5' 8" 5'�" 32 I 9' 6" 29 15'-10' 32 1 19' 10' Y 5' 10" 5'-6" 31 H 9'-8" 28 G 1-r -1" 30 H 27-2',32 J 12' S' 6" 5'-0" 33 J 9'-1" 29 15'-3" 32 1 34 4 13, 5' 7' 5'4" 31 H 9'-3" 28 G 16'-';" 31 H 19'-4" 32 J 13' s _z^ d _G^ 39 J 8'-9" 30 H 14'-8" 32 18' 2" 35 FOOTNOTE: 'SAMPLE' AEX P. 03131 FOOTING SHOWN REPRESENTS LENGTH OF * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALL€R OF THE MAXIMUM SPACING SHOWN IN THISWHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATE�T. MAY SE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C. SEE ALTERNATE FOOTING TABLES z ,) sHr.10 roHnllacntuarntesianuuvicewvcnZ' I DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. POST SPACING TABLE to p 630 pd PATIO.B DURALUM PRODUCTS, INC. UPMO ERM 0175 DATE: 10/01/2014 COMMERCIAL AND STRUCTURAL ENGINEERING ATTACH) t NORM WIND • 8259 ALPINE AVE., SACRAMENTO. CA 76818 SCALE: NONE RANCHO CUCAMONGII CA (7511711$107 CUCAMONGA AND ED 10 0 L.L. IDG MPH' 70,100 6 110 MPH (716)152-7041 FAX 4011517 Musk n.00M SHEET 17 OF 33 REVISED BY: FOOTNOTE: 'SAMPLE' FANG SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. —a SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C. SFR. In Me Al"Ac _ = ..... .u............_.... 10# L.L. 90 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C TOM CAMPBELL & ASSOCIATES, INC. 7 �. 29 6.5" ROLLFORM / MAG BEAM 4" I -BEAM IAPMO ER# 0195 4.5" / MAG GUTTER G 3" SQ. STEEL BEAM 7" I -BEAM MAX POST SPACING FTG (IN.) MIN. POST FTG (IN.) MIN. POST MAX•POST SPACING FTG MIN. FTG MIN. MAX•POST FTG• MIN. POST FTG MIN. POST MAX.POST SPACING! FTG MIN. POST FTG. MIN. MAX.POST SPACING FTG MIN. FTG MIN. 9'-0" 28 53 MAX.COL. SPACING 4" ON SLAB* (SPAN) �E 14'-7" TYPE (SPAN) (IN.) TPYOSpE (IN.) TYPE (SPAN) (SPANG (IN.) TYPE (IN.) TYPE (SPAN) (IN.) TYPE (IN.) POST TYPE (IN.) POST (IN. ) POST T-1" 29 13'-8' 31 13' 7'-7• 28 G 8'-1' 28 G 8'-8' 28 G (SPAN) TYPE 28 TYPE 5' 13'-T 11'-1" 9'-9' NO. 23 B 13'-4° 24 B 12'-8" 24 B 9'-7" 22 B 23'-2" 29 6'-9' 30 H 13'-2" 24 7948 1 H0 11'-9" 26 11'-2" 25 8'-10* 23 20'-4' 31 B 6' 11'-4" 10'-1' 8'-10' 24 25 B 12'-2" 25 B 11'-8" 25 B 9'-1" 23 B 21'-2" 30 10'-9" 28 10'-3" 26 8'�" 24 18'-8" 32 B 7' 9'-8" 9'-4" 8'-3' 24 25 B 11'-3" 26 B 10'-9" 25 B 8'-8' 24 B 19'-7' 31 10'-0' 27 9 -6' 27 8'-0" 25 1 T-3' 32 B 8' 8'-6" 8'-g= 7'-9' 25 28 B 10'-7" 26 B 10'-1" 26 B 8'-3" 24 B 18'-4" 32 9'-4- 28 -10" 27 T-0". 26 16'-2" 33 C g' T-7" 8'-3" 7'-3" 25 26 B 10'-0" 27 B 9'-7' 27 B 8'-0" 25 B 1 T-4" 32 8'-10" 28 8'-6" 28 7'-1' 26 15'-3" 34 C 10' 6'-9" T-10" T-0' 26 27 B 9'-6" 27 B 9'-1" 27 B 7'-7" 26 B 16'-6" 33 8' 4" 29 8'-0" 28 6'-8" 27 14'-G" 34 C' 11' 6'-2" T-7- 6'-8' 26 27 B 9' 1" 28 B 8'-8" 28 B T-3" 26 B 15'-8" 33 8'-0" 29 T-8' 29 6'-4" 27 T-10' 35 C 12' 6-8" 7-2" 6'-4' 27 28 B 8'-8" 28 B 8'-3" 28 B 7'-0• 26 B 15'-1" 34 T-8" 30 -4 29 6'-2" 28 13'-3' 35 C' 13' T-2" 7 -0" 6'-2" 27 28 B 8'-4" 29 B 8'-0" 29 B 6'-8" 27 B 14' 6' 34 C T 4' 30 T-1" 30 5'-10' 28 12'-9" 36 E 10# L.L. 90 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5'iW-7 28 '-3' G 14'-6" 29 G 13'-9" 29 G 10'-2" 26 25'-2' 34 29 13'-7• 30 H 13'-0" 30 H 9'-9" 28 G 35 J 6'27 -3' 28 G 12'-9" 28 G 12'-8" 28 G 9'-7" 26 G 22'-2" 32 1 12'-1' 29 11'-10 29 9'-2" 27 7,26 T 28 G 11'-10' 28 G 11'-8" 27 G 9'-1" 26 G 20'-6" 32 1 11'-2" 29 11'-0' 29 8'-9' 27 19'-4" 33 J 8'26 U"27 G 11'-1' 27 G 11'-0" 27 G 8'-9' 25 G 19'-3" 31 H 10' 4" 28 10'-3" 28 8-4" 27 17'-4" 32 J g.26 6'27 G 10'-0" 27 G 10'-4" 27 G 8'-4" 25 G 17'-6" 30 H 9'-5" 28 9'-9" 28 8-1'27 16'-4° 32 I 10'26 1" 28 G 9'-6" 26 '"'' G 9'-10" 26 G 8'-1"25 G 16'-7" 30 H ON 28 T v 28 15'-7" 32 1 27 9'-1' 27 FOOTNOTE: 'SAMPLE' FANG SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. —a SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C. SFR. In Me Al"Ac _ = ..... .u............_.... 11 TOM CAMPBELL & ASSOCIATES, INC. 7 �. 29 G IAPMO ER# 0195 8'-T 29 G FREESTANDING 10, 20 8 00 pd 9 -4 -10" 2 29 G REVISED BY: 7 -10 2 29 G PINE AVE., ��'�TO• CA � 15'- �" 3 31 G Cq�A �.,RI 12' SHEET 18 OF 33 T-10" 7'-4" 28 29 G B'-9" 28 G 9'-0" 28 G 4" G 14'-7" 29 m T-7" 28 7'-11' 29 8'-6" 29 T-1" 29 13'-8' 31 13' 7'-7• 28 G 8'-1' 28 G 8'-8' 28 G 7'-3" 28 G 14'-0" 29 NO. 30 H 7'-7' 30 H 8'-2" 30 H 6'-9' 30 H 13'-2" 31 7948 1 H0 FOOTNOTE: 'SAMPLE' FANG SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. —a SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C. SFR. In Me Al"Ac _ = ..... .u............_.... DRAWN BY: E.N. DATE: lWtM12 TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LME LOAD = PATIO SYSTEM AS MFG. BY: IAPMO ER# 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 00 pd DURALUM PRODUCTS, INC. ' REVISED BY: RANCHO CUCAMON Lk CA (951) 741-2107 AND ATTAR a WIND- PINE AVE., ��'�TO• CA � 1 D 4 LL 90 MPH �.,RI 916 462.7021 FAX 4051519 SHEET 18 OF 33