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11-1339 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA; CALIFORNIA 92253 Application Number: 11-00001339 Property Address: 43271 BORDEAUX DR APN: 609-380-997-47 -293233- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 6703 Applicant: Architect or Engineer: r 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. V/2h, OWNER -BUILDER DECLARATION. I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: CINDY ROMERO 43271 BORDEAUX DRIVE LA QUINTA, CA LA QUINTA, CA 92253 Contractor: GOLD STAR CSTM PTG LQ PATIO 42335 WASHINGTON ST #F363 PALM DESERT, CA 92211 (760)574-1043 Lic. No.: 855623 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Dater 12/19/11 nI 4 70!'FP,i Cf) N OF LA 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. V-1 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 PAN AMER INS Policy Number . WKN1438261 _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' co pensation laws of California, and agree that, if I should become subject t th orkers' comp sation provisions of, Section /Q3vlppr,.,c Labor Code, I all forthwith I wit ose visions. a0 te: A ` ant: WARNING:FAILURE TO SECURE WORKERS' CO PENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quima,.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 h by thorize r presenes of this ntt tt ter upon the above-mentioned property for ins tion purpos --�-tate: % � Signa t (Applicant or Agent): Application Number . . . . . 11-00001339 Permit. . . . PATIO COVER PERMIT Additional desc . Permit Fee 90.00 Plan Check Fee 58.50 Issue Date . . . . Valuation 6703 Expiration Date 6/16/12 Qty Unit Charge Per Extension BASE FEE 45.00 5.00 9.0000 THOU BLDG 2,001-25,000 45.00 --------------------------- Special Notes and ----------------------=-------------------------- Comments 504 S.F.ALUMAWOOD LATTICE SHADE STRUCTURE ATTACHED TO REAR OF SFD. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 'STRONG MOTION (SMI).- RES .67 Fee summary Charged Paid Credited Due ----------------- Permit Fee Total -------------------- 90.00 ---------- .00 ---------- .00 90.00 Plan Check Total 58.50 .00 .00 58.50 Other Fee Total 1.67 .00. .00 1.67 Grand Total 150.17 .00 .00 150.17 LQPERMIT Bin # CI t/ Of La QLuinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760):777-7012 Building Permit Application and Tracking Sheet Permit # �,�q JJ �� \1" \ Project Address: Owner's Name: e �� 2 �-�d A. P. Number: Address: zf3A -7t9 ,pA5' U X Legal Description: City, ST, Zip:(>l �ll7-f9 e -X Z?,S3 Contractor: i Pll niiC� Telephone: / - —:* ..rw . Address: f2 -3.3;5 (vp6ff I �vb ioN F # 3 t'e 3 Project Description: City, ST, Zip: j- (w,_ C 15, C Telephone: !6D - S 14 ' /O �� .'r;� '• ��>f��.. s n°�<✓ � � fJ L_/'_' tJ id^ State Lic. # : SS(pZ3 City Lic. #; TG2-�-_ ,�Jj`�� �� D T Arch., Engr., Designer. r Address: City,, ST, Zip: Telephone: •' u ,F< State Lic. #: Name of Contact Person: V; F-j(Up/V A O 4( A-, 14- Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair • Demo Sq. Ft.: 5-0 # Stories. # Units: Telephone # of Contact Person: 7O - S 7 q - (0 13 Estimated Value of Project: S SD 0-t7 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctioastissue Electrical Subcoutactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''i Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I-P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees BACK YARD 28'-5j" iT-0 6" 2'-10" TO STUCCO WALL PROPOSED AWMAWOOD LATTICE SHADE STRUCTURE 9'8" MAXIMUM HEIGHT 43271 BORDEAUX DRIVE GARAGE NORTH 14'-118" CITY OF LA QUINTA BUILDING & SAFETY DPT. A� ®V FOR CONSTRUCTION DRIVEWAY I I DAT BY _5:1 a @ 'Ulu Associa Desert Resort Management November 15, 2011 Cindy Romero 43271 Bordeaux Drive La Quinta, -CA*-92253—*' RE: ESPLANADE COMMUNITY ASSOCIATION - Architectural Approval Dear Cindy, The Es plahade Community nity Association Architectural Review Committee Vj reewed,*and'.,appr6V6d the plans for the Patio Cover. Just a reminder that approval from the DRC is meant for aesthetic purposes ontyand shclutdriot be interpreted -as a waiver of any required permits or adherence to all appikable building ordinances as required. Additionally, no approval is granted for storage of construction material on common areas and all care should be exercised to minimize traffic disruption or noise and dust impact upon neighboring properties. Thank you for your compliance with the association review process. If you have any -questions, please call Chloe Rodriguez at 346-1161 or email at @ crbdriguez@drminternet.com. Sincerely, Chloe Rodriguvz,CCAMO Association Manager on.behatf of he t - On behalf of -the­.66 ard'of Direct&s­ Esplanade Association Desert .Resort Management cc: owner file P.O. Box 14387 Palm Desert, CA 92255 Telephone 760.346.1161 Fax 760.346.9918 Well www.drmintemet.com Associa' I The leader in community association management I www.associaonline.com �!� `"' .ollllllllllllllilllllllllllll I� I I I """"""°IIIlllullllllllllll PATIO COVER SYST �� '� . ���� ��'� 1� 111►IIIIIIIIIIIIIIIII (�► II Illluumullllll MFG BY: DURALUMI'll'I' I�'IIIIIIRODUCTS, INC. I IIIIIIilllllllllll ��� �I�•Ir �I 1. nIIIIIIIIIIIIIii niulllllllilun MEET INDEX: I 1 11111111111111111111111 I; (IIIIIIi�llllllllliilllll ll ,HEET #11 SHEE'TITLE / DESCIRIIIpIlIill111IoH 1111 ° .I �Ililll�ll I� IIIIIIIIIIIIIII II��IIIIIIilgiil0l�IIIIIIIIIIIIIIIIII T-1 ........... TITCE'SHEET /DESIGN LOADS 1 ............GENERAL NOTES 2 ............SOLID PANEL STRUCTURES 3 ............OPEN LATTICE STRUCTURES 4 ............PANEL SPANS TRI -V & W -PANEL 5 ............PANEL SPANS FLAT PAN 6 ............PANEL FASTENERS / FAN BEAM _ 7 ............RAF, ER SPANS IIIIIIIIIIIIIIIIDI g .,..npIIIIIIIIQO �IUMN / POST TYPES IIl - 9 „ III IIII1R1!IiHANGER CHANNEL AND BRACKET ATTACHMENTS muIIIP 10 .. CO I'UMN SURFACE MOUNT AND EMBEDMENTIII11 11111116 Z7= -- 11 ., aIIIIBEAM TYPES �IIIuI 12 1111111111!! BEAM SPLICE DETAILS 13 IIIIIA111HBE; M"' TO POST ATTACHMENT mk— IIIIIIIIIIIIIIIIIIIII 14...1J ILII ILI,gTTICE CONNECTIONS- ' _ 15 .. 1111MINIMUM REQUIRED COLUMNS IIS III' 16 &17,IIIIIIIIII9' B'POST SPACINGrT & FREESTANDING AND ATTACHED 10#1,1C90 MPH 18 8 19 IIISOLID POST SPACING TABLE FREESTANDING IANDIATTACHED 10# L L=100_MPH 20 & 211 S'OLIO POST SPACING TABLE FREESTANDING LAND ('ATTACHED 10#;L L 110 MPH 22 & 23!IIIIIII,P30lID POST SPACING_= -TABLE FREESTAN645111AAJ'XTTACHED 20#-L L -710 MPH 24 & 25...'.SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L:GRIb MPH 26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH 26 .....:......LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH 30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 209 L.L. 90-110 MPH 32 .......... .:SOLID POST SPACIfV pG11TA9LE FREESil TANDING_AND ATTACHED 20# L^Ll I '90 110 MPH 33 INSUlATEO ROOFIIIIInIiIIIIIIIIIiIIiIII[ NNECTIONS d11 IIIIIIIIiu _ — — I hIIIIIIIIIIIIIIIIIIIII' ___ ���,I►IIIIIIIIIIIIIIIIi ISI _ -- � ��IIIIIIIIIIIIIIII��� ���II�IIIIII�� — — IIIIIIIIIIIIIIIIIIII �_ - . �IIIIIIiliiiiiillllliillllllllll►� - -,IIIIIIII�II�IIIIIIIIIIIIIIIIII� ' � —� IIIIIIIplilllll�llllllllllll��� � - �Ilglllllllllllllllllllllllll "CALCULATIONS PREPAIIdRIED BY A REGISTERED I�,IEISIIIIIIGN PROFESSIONAL SHALL BIE SUBMITTED TO THE BUILDING mm�II,IIIIIIIl1111111111111 , 11111111111111111111 ��I'IIIUI DESIGN REQUIREMENTS : ' I I I I I 9 �pm1uIIIIIIIIIIl111111110 I Iooll IIIIIIIIIIIIIIIIIII Ir I �' 15li it 11 RESIDENTIAL APPUCATIONS - CBC AND IBCCHAPTER 16, CBC 6 IBC APPENDIX CHAPTER'I'I'•` Ali l t CRCAND ROOFLIVEE ANDISNOW LOADS 10, 20,AND 30 POUNDS PILIIIRIgIISIQI � ARE FOOT. COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: ADDITIONAL DESIGN REQUIREMENTS - II 1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 pOR 30 psl. 2. BASIC WIND III�IIIIIIIIIIIU 3. WIND OQC-UP_ANECYDCLASSIFICATIOINIIANID I PORTANCE AC OR: II, 1.0. IIII�IIIIIIIIIIIIY 1111 4. SEISMIC ,BASE SHEAR: 17 POUNDS PER LINEAR FOOTPER WIDTH OF COVERIJ IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII 5. SEISMIC=DESIGN PARAMETERS"l9I111111d111111 ��111 IIIIII IMPORTANFACTOR: 10 �1111111111111110 11111III�SITECLASS D _ LII�I = Ipllllilllll�lllll I SEISMIC DESIGN°C EGORY: D11IIllll�llllmlllll ��4 - �1�IIIIIIIIIIIIIIIIIIII MAPPEDSPECTRAL RESPONSE COEFFICIENTS: Se 1 25 3, = 0.5, Soy = 0.84,1pSo,=0..50 RESPONSE MODIFICATION FACTOR IRI „5 dIIIIIIIIIIIIL �I IIIIIuI1111IIIIIIIIIIIII6. EQUIVALENT LATERAL FORCE PROCEDURE. IIIIIp 7. DESIGN ASSUMPTIONS: p111111111111111111IIIIIII, IIIIIIIIIII A. MAXIMUM BUILDING HEIGHT (AVERAGE): 19- B. 9 B. MINIMUM _COVER SIZE: 8- BY IIIIIIIIIIIII C. LEAST BUILDING WIDTH: 30 IIIIIIIII) — IIIIIIIIIIIII 8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE SPLICING. OFFICIAL DEMONSTRATING'THAT THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS SPECIFIED ON THE�PLANS; AND THAT CALCULATIONS SHALL ADDRESS IIITHE SNOW LOAD PROVISI NS OF IBC/CBC SECTION IIIIIIIII 111111 1608 INI 1,LIUDING BUILI'NOT LIMITEIII°''To10 RAIN—ON,,IIIIIIIII I „ I . 'XLANCE niIIIIIIIIdIIIII,Ipylllllo IIIIIIIIIIIII r tlIIIIIIIIIIIIIl11llllllli If 1 11� SURCHARGE LOAD, UNBALANCED.SNOW AND SNOW DRIFT." 11 I �� I IIIUI�IIIIIIIuiul � � II�u1Ip�PIIIl111lluulu!III( uIIIIIIiIIIidml I 1 IIpIIIIIIl1111�I1111luulllllpll,� IIIIIIIillllllllllll Bull IIIplug,l ,ulul ulllu dul;hi��° �� �IIIIIIIIIIIIIIIIIII � �' i1I1161iIIli�I�d1;u11uill'� � �_ IIIIIIIIIIIIIII@� � � VIIIIII�IVllllld'I�Ii611'!r � �� �IIIIIIIIIIIIIIIII IDE ONL IN THIS I TO THE INCLUDE AT A THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) II I� BASED ON THESITE-SPECIFIC DE5IGNILOAOS. IuIIIIIIIIDIII F. OTHER DOCUM"' TRUCTURAL DETAILS! IIIIIuuoi, IIIIIIIII Ill/ LATE s Iiillllllllllllllil ENTATION THATIMAYIIIBEIIIREQUIRED BYTHEjLOCAI AUTHORITY, I HAVINGIIIIIIIIIRTIISIIIIjpIIIIIT1ON. (IIIIIIIIIIIhIIIII► gI;IIIIIiIIIIoIIIIIIIIIIIIq, IIIIIIIIIIIIIIII�II ���I illlllllilluil��`�'I �� Illlllllllllllllllll��� ��I' ��,;�,'11'�Il�f ( i1�I�IIIIIIIIIIII�III I i; IIIIIIIIIIIIIII � DRAWN BY: E.N. 8'A„�I,:.n INC. II' Ili �I',I'llll 1111111 Illli;i!I BY: "DUTRALUM PIAPMD DAT E. 4,2.011 � � - CAMPBELL SSDCIATES, �IIIIIIIIIIIIillllllll TITLE SHEET I' 10. 0 � 0 asrIIIIIIIIIIII111111I PRODUCTS.! INC.MFG. �IIII IIIIIIIIIIIIIIIIIIIIIIII VIII �!I ERN 0"JIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII iIIIIIIIIIIIIIIIIII11111111TjOM SCALE: NONEQU' COMMERCIAL REVISED BY.'' VIiIIII,IIjulNgll Ips I�,'I IIIIIIIIIIIIIni AND RESIDENTIALI�STRIUCTURAL ENGINEERING RANCHGCUCAM0. ODN,CA,lg51)74,-21102 11IIIIIII DESIGN LOADS -' "', ILII! IdIIIii' NORI2. WIND'III III I` 00.10081 f0 MPH I I', '8209 ALPINE AVE., SACRAMENTO, CA 95020 .11111 FAx.40,Y101911yalee I�II�IIr II SHEET T—, uIl II IIIIIIy y toy !;., „IIIIIIIIIIIII .(910)452-7021 duralum.com, 'Ulllllllliilllllllul��' "�Illrllllilll(jIIII;UuI'� "'llullllllllllllllul� "u�lillilllilllillllu'��"' "'�I�Illllllllllpll'' �I�Idllilluliillbli�^' "'uullllllllllllDll�'� �'°�,!Ihlauili�l��' "IollllllllllllllUl°' uIIIIIIIIIIIIII11111IIIIIIIIIIIII PATIO COVER SYSTEM AS MFG. BY. ""D�URALUM PRODUCTS;IIII�INC. �IIIIIIIIIIIIIIIIIIIuum 11111111IIIIIIIIIII '�, , IIIIIIIIIII,IIIIIIII ( ;; II' """' � GENERAL NOTES: ` +' ��1�� I����I I ����Illllhllill�lllll���� I � �II���IIIIIIIIIIIIIIIIIII��I�� ��� �, „ E 2009 INTER �IIIIIIIIIIIIIIII NP I BUILDING CODE 2009 INTERNATIONAIIIRESIDENTIAL CODE, 2010 CALIFORNIA BUIhIII�IIGIII& RESIDENTIAL ICODE�SI'IIASCE/SEI 7-01!MIIIIIIHIIIIIIMIIIII�IIM GOVERNING CODES 1. THE IOESIGN COMPLIES WITH THE I _ DESIGNIILQADS FOR BUILDINGS AND OTHER SITRUCTURES AND THE 7005 ALUMINUM MANUTAL�IADAA��1 05., �����XPi ���II�IIIIIII �lI11111 III110111$lij I111. *VIII3. EACH INSTALLATION SHALL BEAR ANI ENTIFEACOYIINGI'TA(INDICATING THE NAME AND O RESS ITHE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY, 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. - 6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT. - 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 111110111 UIIIIII 111111{1 6 ZA"T:TACHED PATIO ERO O A MAXIMUM COLUMN`LOAD OF 750 POUN SN EXISTING CONCIIIIIII IE SLAB PROVIDED TNE=SLAB IS AT LE+ASTII3I1,j2 INCHES THICK AND IS'LOCATED IN AREASIIWITH A FROST DEPTH'OF 1IIIIIIIIIIII �- IIIIIIIIIIIIIIIIIIIIIIIIIImgo IIhmIli10111111111111111111 9. X20 POUNDS PER SQUAREIIFOOTIIILL AND GREATER MAY BE COMMERCIAIII&MUSED AS CARPORTS ONLY WHEN LOCATED, INIAREAS WITH AFROST=DEPTH OF ZERO. 10: DESIGIN LOADS COMBINATION.S„IARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 8 1605 3 2 - IIIIIIIIIIIII�Ii III IIIIII IIIIII 1��IIIIIli1111111111IIII� = Iillllll°UII„11uIUIIII �, _ - ,�I� DESIGN CONSIDERATIONS: �p VIII _ �VIIIIIII IIIIIII`I IIIIIIIIIIIII�IIIIU 11. MINIMUM -ROOF SLOPE'IF,ORISO IID ROOF PANELS: 1l NCH PER FOOT,IIIuIIIIIIIIIIII� R _ IIIIIIIIII __ 12. MINIMUM PATIO COVER SIZE 1180 SQUARE FEET nn m iq Illi IIIII�IIIIIIIIIIIIIIIIIIIIIIIIIII - {VIII III IIIIIIIIIIIIIIIIIIII� 13, MINIMUM --SIZE OF EXISTINGIROOF} OVERHANG -FAT ATTACHED COVER II50ISQUARE FEET - - a ,,,,w 14. COVERS ARE OESIGNATEDIuRIDGED BUILDINGS -AS DEFINED IN ASCE/SEI117,,,SECTION 6.5.13 - IIIIIIIIIIII II II IIP ( IIIIIII�IIII _ - 15. COVERS: SHALL NOT BE INSTA ILLED IN AREAS NEAR HILLS, RIDGES ANOIESCARPMENTS AS DEFINED IN ASC SEI 71IISECTION 6.5.7.1. �_ U I�Illli l all I 18 EXCEPT NNE EDNOTED IDNIITH 9RE ORT`IO ANO_LATTIEE PATIO COVERS NOTED HEREIN ARE DESIGNED As'OPEN BIIIIIIUC� URES' IN ACCORDANCE WITH ASCEISEIII7i�I3ECT10N 8.5.13, 17. THE�RATIO (H/P), PATIO COVE RIMEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. nnllllll - i I�IIIIIIIIIIY 21. CONCRE� E SHALL HAVE A_MINIMUM 28 DAY COMPRESSIVE STRENGTH OF2500 POUNDS PERIISQ„UARE INCH. �= = IOIIIiIIIIIIIIIIIIIIIIIIIII �1IINII�IIIIII 22. DEISIGNIVERTICAL SOIL BEARING PRESSUREIIIS;I501U'IPOUNDS PER SQUARE FOOT. DESIGN (LATE L SOIL BEARINGP_RESSURE IS 200 PO, I N0.S PER SQUARE F00T_P_ER FOOT OF FOOTINGI)IIOEPTH. (E4 ALS 100 PSFlFT x 2 PERTABLE 1805.2 ANO,�SECTION 1808.3.4. IIIIIIIIIIIIIIIIIIIIII pp III IIpIIIIII " inIIIIII+ �.I Nflii1l. ,pIIIIIIIniI �,. '11IIIIIIIIIIIIVIuo 23 S AgIE CONFORM TO ASTM A653,GRADE 407-DIPIIIIIII IIIII�IIIIIIIgLVANIZED, RUST O LEUM OR EQUiII IIIIIIIIIIIIII �IIIIiIIh OR ELECTROPLATED AND CONFOIIIIIIMIIT150M II ITM A446 GRADE=C STAINLESS STEEL"IIIMEMII rRB ,a,� I ;IIIIIIII III I 1111111 I III 24. PASTERNRS: ALUMINUM,BOLTS SHALL BE 2024 T4; 87IEEL BOLTS SHALL BE -ASTM A•307. ALl BOLTS SHALL HAVE STAN�_ARD CUT PLATED WASHERS. WOOD AND-IAp'SCREWS ARE REQUIRED TO WIIpIIIIIIIIII�IIiIIp� _ '��UIIIIIIIIIIIIIIIIg' uauu,,,,i .. BE IINS�TALLED IN ACCORDANCE�WITH THE NATI�ONAI DESIGN SPECIFICATION: - ,,, � AWN 25. THEIIFOST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERSIIWEDGE-BOLT*:STAINLESS STEEL (ICG pp IIIIESiIR-2528 FOR CONCRETE -AND FOR MASIiOINRYI)II�IfI 28. AlL ISCREYdS ARE SELF DRILLING"(SDS) OR SNEETIIIMETAL SCREWS (SMS}_IN CONFORMANCEIWITMIIICC-ES ESR 1978: APPROVED EQUALIIII _ II 27. THE,ITABU ILATEO MAXIMUM -COLUMN SPACING WHEN B TEARING ON A CONCRETE SLAB IS LIMITIEOIITO�USE WITH RESIDENTIAL PATIO COVERSIIIIOIIIIIII�YII' � � IIIIIIIuIIIIII` 28. SOLIDI AND LATTICE ALUMINUM COVER C MASS A ROOF ASSEMBLY 1N ACCORDANCEIWITH SECTION 1505 2 EXCEPTION 2. IgIIII (III I� (III `� L. II IIIIII�IIIIIId��ll - IIiIIIIIIIIIii 29. SAPSON SDS25412 AND SDS25600 SCREWS SHALL 8E IN ACCOROANCE WITH_fCC-ES EVALUI0.T{ONIREPORT ESR -2236 �IIIIIIIIIIII IIull II�pUI� =- = � "''1�I�IIIIIIIIIIIIIIIj1` lolllllull�, ' TABLEI61 - REDUCTION FACTOR APPLICABLE QRp��S`S�Qrit TO MULTIPLE SPAN CONDITIONS FOR ROOF PANELS�h 'Z ROOF LIVE LOAD, PSF WIND SPEED AND EXPOSURE 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXE P. 9,i EXP. C101 00 0.90 {Illi��0uo�II 0I 1 00 1.00 IIIIIIIIII 1d�III00 JCEXP. 1.00 jjh,`ji��li hl6ili�ul9,1l,,! I I�III�IpPI�Ullll� PRAWN BY: El ERR 0195 I DATE: 4/281201 'SCALE: NONE REVISED BY: ND 37 40 ' 1IIIIllllllllllll►I►I►►►III►Ii� � � �� �� � � �Illl II Ili��iiiiilllliiill �,, �� ;I �IIIII�IIIIIIII�IIII� � Illlllllllll . IIIIIIIIIIIIIIIIII � I ,," , . � pllllllllllllllllll ' �' 11!�,i;lI�l ���I� 1111111' Ig1.1 IId11'� �����IIIIIIIIIIIIIUIIII���I� IIII��!�71h!illlllll6�l'�iillill�k� ��IIIIIIIIIIIIIIIII��� IIId�dlul�lal�Ill NOTES: ALLICOMPONENTS ARElINT allSSOCIATES,INC. INI�'ll 'N'011ul' 1pI111 IIIIIIIIIIIIIIIIIII"LOAD• gluUya PATK (TIAL STRUCTURAL EN(i1NEERIN6 IGENERAI. NOTES 111111111111111II'�0. 20 8 30 PSI Ii DURA „ I�Ini ��n� r.,,.,I HORIZWIND- 1' 8289a )NO IiCA(8811,741-2707 I', II llu ,�f008110MPH (91614 ldI'II II'I III i� �lil'IIh'� �.i l II IIIIIl�ulu�ll�lllil�i I iANGEAB,L;;,E,�U,NLESS OTHE,,,,R, WISE NOTED ER SYSTEM'AS'M5 BY: PRODUCTs;I)w'c'iIIII IIIA. I III,'('° 'III'' IIIIIIIIIIIIIIII I AVE., !A 40JCRAMENT0.I CA 88828 1 JI ��IIIIIIIIIIIIIIII������I 1 fAX-7919IIIealeaQdumkmcom SHEET,OF 33 1 * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 112' SIDE PLATES. SOLID PANEL TYPES ATTACHMENT CHANNEL LfNGT/i ATTACHMENT CHANNEL LfNGnI pF ALUMINUM SEE DETAIL ANOSF/NOFS7�OC ALUMINUM SEE DETAILS ANOSNgLL STRUC ru SEE SCHEDULE SPANS -� IV OOF PANELl Hf PR 07'ELI FSjo�S ;,ON- ES SEE SCHEDULE SF'AHg _` IN. 0.25' SLOPE PER FT. n!E RCUE,Ore,1 pN 'O.H.' NOT TO EXCEED 25% OF SPAN "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE r SEE DETAIL FOR SPLICE OS PTIONAL: CANTILEVER BEAM OS OPTION L• CANTILEVER P * SO. POSTS, SIZE VARIES 3ff�7��SOEE SCHEDULE FOR k SD. POSTS, SIZE VARIES Sff` LGe SEE SHTEDULE FOR f0 POST SPACING f0 PO SPACING ZS% OF SP N 25q; OFA' S L. 3 1/2' SLAB ALTERNATE: AN 3 112' SLAB ALTERNATE: A ATTACHMENT SINGLE POST ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE WHERE PERMITTED, WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE NOTE. O SPLICE AT !IS MAX. HT.= 12' NOTE: NO SPLICE AT THIS MAX. HT.- 1T POST AND AT END BAY POST AND A END BAYS. FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE _ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER R FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER 'q (}FESaS{ CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. t^ n -�' COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORVIONit`'. r,' ` Vt . ;B" ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H.' NOT TO EXCEED 25% OF SPAN NOT TO E OF SPAN MIN. 0.25' SLOPE PER FT SEE DETAIL FOR SPLICE II TOM CAMPBELL & ASSOCIATES, INC. SEE DETAIL FOR SPLICE LIVE LOAD -PATIO COVER SYSTEM AS MFG. BY: PO Sff OPTIONAL: CANT VER BEAM (� SEE SCHEDULE !'OST Sff OPTI NAL: CANT EVER BE DURALUM PRODUCTS, INC. Sp. POSTS, SIZE VARIES PAST SPACINOR SCIi .uLFS O.H IAPMO ERN 0195 SQ. POSTS, SIZE VARIES S Nfp�LES SE PAST SPACINGSCHEDULE R HORIZ. WIND a 5289 ALPINE AVE., SACRAMENTO, CA 95828 � REVISED BY: RANCHO CUCAMONGA CA (951) 741.2107 SM. I rs ALTERNATE: 2Sy, OF SP AN ALTERNATE: %" OF O 3112" SLAB SINGLE POST MAY BE USED SEE SCHEDULE 3112" SLAB MAY BE USED SINGLE POST SEE SCHEDULE i iv TO CONSTRAIN NOTE O SPLICE AT THIS POST D AT END BAYS. TO CONSTRAIN NOTE O SPLICE A THIS POST D AT END B YS. FOOTING, SEE FOOTING, SEE Q SCHEDULE SCHEDULE FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD -PATIO COVER SYSTEM AS MFG. BY: DATE: 41282017 SOLID PANEL 10, 20 830 psf DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WIND a 5289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA CA (951) 741.2107 90, 100 A 110 MPHSHEET (919)452.7021 FAX 403.1519 sales®duralum.eom 2 OF 33 * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 6 1/2' SIDE PLATES. RAFTERSEE FOR SIZE - OPEN LATTICE TYPES FOR SNE AND SPACING <Sr NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SERE SCHEDULE / SEE SCHEDULE PROL MAX PROJ�OB,�O MAY NOT BE COVERED. MAX. O.H. \ RAFTER SEE TABLE 25%X. SPAN O• G� _ \ FOR SNE �`n.l• /// AND SPACING +_ LENGTH OF STRUCTURE VARIES POST WRH SIDE PLATES y [SEE DETAIL SEET�EC'�O J 117 SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE CHANGEABLE WITH ANY OTHER SE r A PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. Er1B� SEE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SNE , OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SCALE: NTS MAYBE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTUI ,� RAFTER 9EE TABLE MAX PROD. AND SPACING SEE 6CNE D��;! LATTICE-TYPE MAX. O.H. 0.. 25% OF SPAN LENGTH OF STRUCTURE VARIES LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES 1k SEE DETAIL EACH COMPONENT IS INTER- q 3 112' SLAB ATTACHMENT KSr . MAY BE USED WHERE LE WITH ANY OTHER o PERMITTED. UNLESS OTHERWISE SHOWN. r1B� SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE PE "F" ATTACHED MULTISPAN LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 1 MAY NST BE COVERED. 73 MAX. PROD. SEE SCHEDULE � RAFTER�SEETABLE FO SIZE AND SPACING i N LENGTH OF STRUCTURE VARIES 7 117 SLAB I r VW.HERE MAY BE USED 1 31 NOTE: EACH COMPONENT IS INTER- TO CONSTRAINCHANGEABLE WITH ANY OTHER SEA FOOTING. SCHEDEEE Y E ABED COMPONTENT UNLESS OTHERWISE SHOWN. ATF NOTE: EACH COMPONENT IS INTER- corlsrRAIN CHANGEABLE WITH ANY OTHER �r AOTING. SEE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. r�E HEDULE SCALE: NTS SEE SCHED. FOR FOOTING CUBE SNEOTING SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE I. TYPE 11H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 41292011 OPEN LATTICE '10, 20 & 30 PsT DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WIND a 8289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY; RANCHO CUCAMONGA. CA (951) 741-2107 90,100 & 110 MPH (918) 452-7021 FAX 4031518 salsa®dweturn.eom SHEET 3 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C •25" 67' T=SEE TABLE BELOW :35" 40" 17$ 40" -1 j- 2.46" 1.70" .4q" .40 25" .35" 1.48 4.50" t 4,50" 4.5� 0 5 z .40" ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI -"V" PAN (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL"T" (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.0 .018 11'-9" 101-8" 11'-9' 9'-7" 10'-8" 8'-8- 10 .024 13,_9" 12,_7" 13'_9• 11.3" 12'-6" 10,_3" 032 032 15'-1" 14'-6" 15'-1' 13'-0" 14'-5" 11'-9" 20'-11 .018 91-8" 9'-8" 9'-8' 9'-7' 9'-8" 8 20 .024 11'-6" 11'-6" 11-6* 11'-3" 11'-6" I 10'.9" 12'-10" .032 13'-4" 13'-4" 13'-4" 13'-0" 13'-4" 11'-9" 15'-5" .018 8'-5° g'_5• 8'-5" 8'-5" 8'-5" 8'-5" 30 .024 10'-0' 101-V 10'-0' 10'-0' 10'-0' 10'-0' 10'-4" .032 11'-7" 11'-7" 11,_7, 11'-7" 11,_7" 11'-7" NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. MLVIVI. 11LLV � JV VY -1'1.0 VR CVVIIL 12" x 3 1/2" W PANEL (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL -r (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 t- �1 r .020 14'-3" 14'-3" 14'-3" 14'-2" 14'-3" 12'-10" .024 15,-7" 15'-7" 15'-7" 15'-7" 15'-7" 14'-1" 032 181-8" 18'-8" 181-8' 181-8" 18'-8• 17'-3" .040 20'-11 20'-11 20'-11" 20'-11" 20'-11" 19'-9" /1 / r`f 20 .020 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" .024 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10' .032 15'-5" 15'-5' 15'-5" 15'-5" 15'-5' 15'-5" 040 17'-3" 17'-3" 1r-3" 17'-3" 17'-3' 17'-3' 30 .020 10'-4" 10'-4" 10'-4" 10'-4" 10'-4" 10'-4" .024 11'-2" 11'-2" 11'-2" 11'-2" 11'-2' 11'-2" 032 13'-6" 13'-6" 13'-6• 13'-6" 13'-6" 13'-6" .040 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" ORAwN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE: 41262011 10, 20 830 psf DURALUM PRODUCTS, INC. 1(918)452-7021 IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINO PANEL SPANS HORIZ. WIND 6269 ALPINE AVE., SACRAMENTO, CA 85828 REVISED BY: RANCHO CUCAMONGA CA (951) 741-2107 70, 90 . 110 MPH FAX 403.1519 seles@duralum.com SHEET 4 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C n• .09R. (Is.) 67 - TOM CAMPBELL & ASSOCIATES, INC. L.L.= co 90 MPH SPAN 100 MPH 25` 110 MPH SPAN (PSF) N ' EXP.B ALL UNMARKED RADII.OBR. EXP.B RANCHO CUCAMONGA. CA (951) 741.2107 - EXP.012'_5° 2.5" SHEET 5 OF 33 o 12,_5• 45 12'_3- .018 TY ,38" 12'-5•12'-5° 12'5•• "EXP.8 10'-7"13'-4" 75' .75' 13'-4" 13'-4• 13'-2".020 25" 7 25" -5,25-17,25- 6,00" ALUM. ALLOY 3004-H36 OR EQUAL 8" x 2 Y" FLAT PAN (SEE NOTE 1 BELOW) 13'-4° L.L.= PANEL"T" 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) 14•_9" 14'_9• EXP.B EXP.0RIT-411 14'_9" 10 .024 12•_1• 12•_1° .020 14'-9° 14'-9' 14'-0" 14'-0" 13'-1 ° 17'-4" WiTA*12'-I" 17'-4" 12'-1` 11'-1•"13'-1° 1T-4" .032 .024" 17' 4" 17'-4• 16'-5' 16'-5" 15'-8" 19'-7" 19'-7" 19'-7" 13'-1" 12'-4"2" 19'-7° .040 19'-7' 15'_3° 15'_3" 15,_3" 15•_3, 15,_3• 15'_3• .032 10'-3° 10'-3' 10'-3" 10'-3" 10'-3" 018 15'-3° 15'-3- 15'-3' 14'-5" 14'-5" 13'-9" 10' 3• 17'-3- 17 -3" 17'3" 17 -3" 17 -3" .040 11'-0° 020 17'-3" 17'-3" 17'-3" 1s'-5` 16'•5" 1 11'-0" 11'-0" 11'-0" 10'-8" 10'-0" 10'-0" 10'-0° 020 10'-0" 10'-0" 10'-0° 12'-7` 12'-7° .024 .024 10'-10" 10'-10» 10'-10° 10'-10° 10'-10° 10'-10° 024 12'_7• 12'_7• 12'_2• 12•_2, 11'_9" 20 14'-3" 10" 10'-10' 10° 10'-5" 10'-5' 10'-0" .032 14'-3' 1�7-7"l,_7" 14'-3" 12'_7" 12'_7" 12•_7• 12'_7" .032 16'_2" 16'-2" 16'-2" 16'-2" 16'_2" .040 12'-7" 12'-7° 12'-2" 12'-2° 11'-8" 16'-2° 14'-3" 14'_3" 14'_3° 14.3, 14'_3• 14'_3° .040 8'-11' 8'-11" 8'-11" 8'-11' .018 14'-3' 14'-3' 14'-3' 13'-9° 13'-9' 13'-3" 8'-11• 7'-8" T-8" 7'-8" 7'-8" 7'-8" 7'-8- 020 .020 . 8' 7-_8• 7'-8" 7'-5' 7'-5° 7'-0" 9'-7"-7° 9'-5° 9 -5" 9'-5 9'-5" 9'-5" 91-5" .024 10-7» 10'-7' 10'-7• 30 30 9--5" 9._5, 9, 5. 9,_3, 9._3, 91_0. 10'-7" 10'-7"'-4" 10' 4» 10'-0" 12'-5° 10'-11° 10'-11" 10'-11" 10'-11° 10'-11° 10'-11° .032 .032 12'-5" 10'-11° 10'-11° 10'-11" 10'-9" 10'-9° 10'5° 14'-1° 1�2-5'1 2'_5• 12.5" 12.5•.040 14_1• 040 14'-1 ° 14'-1 ° 12'-5" 12'-5° 13' 8` 13' 4' ND NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN NOT ENCLOSED FIGURE INDICATES ENCLOSED IN TABLE 1, SHEET 1. IN ACCORDANCE WITH CBC & IBC APPENDIX I 6" x 2 Ys° FLAT PAN (SEE NOTE 1 BELOW) TOM CAMPBELL & ASSOCIATES, INC. L.L.= PANEL"T" 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B RANCHO CUCAMONGA. CA (951) 741.2107 - EXP.012'_5° FAX 40Y1519 ealae @eu9ral- -- SHEET 5 OF 33 12'_5" 12,_5• 12'_3- .018 12'-5•12'-5° 12'5•• "EXP.8 10'-7"13'-4" 13'-4" 13'-4• 13'-2".020 13'-4- 13'-4° 13'-4`7" 11'-5" 14'_9• 14•_9" 14'_9• 14'_9, 14'_9• 14'_9" 10 .024 14'-9" 14'-9° 14'-9' 14'-0" 14'-0" 13'-1 ° 17'-4" 17'-4" 17'-4" 17'-4" 17'-0" 1T-4" .032 1T-4" 17' 4" 17'-4• 16'-5' 16'-5" 15'-8" 19'-7" 19'-7" 19'-7" 19'-7" 19'-7» 19'-7° .040 19'-7' 19'-T 19'-T 18'-7" 18'-7" 17'-9" 10'-3° 10'-3° 10'-3' 10'-3" 10'-3" 10'-3" 018 10' 3• 10'-3° 10'-3" 9'-11 ° 9'_11 ° 9'-7" 11'-0° 11'-0° 020 1 11'-0" 11'-0" 11'-0" 10'-8" 10'-8° 10'-3- 12'-7" 12'-7" 12'-7" 12'-7` 12'-7° .024 .024 12'_7• 12'_7• 12'_7• 12'_2• 12•_2, 11'_9" 14'-3" 14'-3" 14'-3° 14'-3" 14'-3" 14'-3" .032 14'-3' 14'-3° 14'-3" 13-10" 13'-10" 13'-3" 16•_2, 16'_2" 16'-2" 16'-2" 16'-2" 16'_2" .040 16'-2° 16'-2" 16'-2° 151-8' 15 8" 15'-i• 8'-11° 8'-11' 8'-11" 8'-11" 8'-11' .018 8'-11• 8'-11' 8'-11' 8'-8' 8' 8" 8'-6' .020 9'-7"-7° 9'-4' 9'-4" 9'-1° 10-7° 10-7» 10'-7' 10'-7• 30 .024 10'-7" 10'-7"'-4" 10' 4» 10'-0" 12'-5° 12'-5° E 12'-5° 12'-5" .032 12'-5" 12'-5- 12'-1° 14'-1° 14-1° 14'-1° 14'-1° 14'_1• 14_1• 040 14'-1 ° 14'-1 ° 14'-1 • 13 8' 13' 8` 13' 4' NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN NOT ENCLOSED FIGURE INDICATES ENCLOSED IN TABLE 1, SHEET 1. IN ACCORDANCE WITH CBC & IBC APPENDIX I DRAWN BY: EN.LIVE TOM CAMPBELL & ASSOCIATES, INC. LOAD " PATIO COVER SYSTEM AS MFG. BY: 1-..E-0195 DATE: 412612011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 11 20 a 3o psr WIND = OURALUM PRODUCTS, INC. 299 ALPINE AVE., SACRAMENTO. i(SIB)452-7021 REVISED BY: RANCHO CUCAMONGA. CA (951) 741.2107 - 90, 100 8110 MPH o. 100 FAX 40Y1519 ealae @eu9ral- -- SHEET 5 OF 33 PANEL FASTENERS F #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM CT 24" 24" TRI='V" PAN F#10 OR #14 X W S.M.S. AT EACH VALLEY TO BEAM DT * SEE NOTE BELOW 12" 12" x 3 1/2" W PANEL r#10 OR #14 X %" S.M.S. I AT EACH VALLEY TO BEAM * SEE NOTE BELOW 8.00" / 8.00- —� 6" / 8"x 2 Y2" FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADE�R,,, * USE #10 FOR 90 & 100 MPH WIND SPEET USE #14 FOR 110 MPH WIND SPEED 90/100/110 MPH EXPOSURE B & C FAN BEAM (19'-0" MAX SPAN) 2" HEADER CEILING FAN AND/ T=.075" TYP. 21 1 /2" EXIST. WALL OR LIGHT FIXTURE ( MAX. 30 Ibs. ) FAN BEAM ALUM. ALLOY 6063-T6 EXIST. WALL-, I ATTACHMENT AT HANGER CHANNEL SEE TABLES HANGER SHT.9 CHANNEL FAN BEAM #12 S.M.S. SCREW FAN BEAM 2 1/2" #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 4 �E3S1 2 1/2" IAD. 3i 48fit . 0.042"x3"x8" HEADER #14 x 3 1/2' BEAM SCREW DRAWN BY: E.N. TOM. CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE 4/262011 PANEL FASTENERS 10.20 8 30 psf DURALUM PRODUCTS, INC. I(giS)452.7021 IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I / FAN BEAM HORIZ. WIND - 6269 ALPINE AVE. SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 90, 100 8 110 MPH FAX 403-1519 sales@dumlum.mm SHEET 6 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH 2' 6.5' FES . MAX 2' �.5• !q y rI .03Y ALUM. ALLOY 900Hi3 NO' 3n), .042" OR EQUAL ,/ 7k �U ALLOY SEE NOTE BELOW 1 O3ooaH38 R EQUAL c� 2 X 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER L.L.= (PSF) "T (IN.) u v 90 MPH 100 MPH 1 0 MPH m o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 16'-8" .024 16" 12'-2" 12'-2" 12'-2" 11'-10" 11'-10" 11'-5" 24• 9'-11' 9'-11" 9'-11" 9'-8" 9'-8" 9--3- 10 .032 16' 16'_3, 16•_3, 16'_3, 15•_9" 15,_9" 15'-2" 24" 13'-3" 13'-3" 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" 17'-5" 17'-5" 17'-5" 16'-10" 16'-10" 16'-3" 18'-2" .024 16, 9,-4, 9,-4" 9,-4 9,-4, 9,-4, 9._2, 24" 7'-7' 7'-7" 7'-7" 7'-7' 7'-7' 7'-6" 20 .032 16' 12•_5• 12,_5, 12,_5• 12•_5• 12,_5, 12,_3, 24" 10'-2" 10'-2" 10'-2" 101-2" 10'-2" 10,-0• 24'-7- .042 16" 16'-4" 16'-4" 16'-4" 16'-4" 16'-0" 16'-1" 24" 13'-4" 13'-4" 13'-4" 13'-4" 13'4" 13'-2" 13'-2" .024 13'-2' 13'-2" IT -0- .024 24" - - - - - 10'_9" 30 .032 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 8'-4" 8'-4" 8'-4" 8'4- 8'-4' 17'-7" .042 16" 1 13,_5" 13•_5- 13'_5" 13,_5" 13'_5" 13,_5„ 24"11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 24" L.L.= 'T" a v 90 MPH 100 MPH 110 MPH (PSF) (IN.) -6 EXP. B EXP.0 EXP. B EXP.0 EXP. B E) I EXPOSURE B & C jLl 042" ALUM. ALLOY 3004-H36 OR EQUAL 7k SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH T 110 MPH 24'-6" 1 23'-5" 124'-0" 122'-8" 123'-5. 121'-10" 20'-0' 1 19,_1• 1 19,_7" 1 18,_6„ 1 19'-1" 17'-10' .CLEAR TRIBUTARY 16" 17'-3" 17'-3" 17'-3' 161-8" 16'-8" 16'-1" 16" 17,_9" .024 17,_9" 24• 14'_1" 14,_1- 14,_1" 13,_7, 13,_7, 13'_2, 14'-6" 14'-6" 10 RANCHO CUCAMONGA. CA (951) 741-2107 0©00©©00000000��� 16" 23'-0" 23'-0" 23'-0" 22'-3' 22'-3" 21--6- .042 10 .032 14'_7, 24" 18'-9" 18'-9' 18'-9- 18'-2" 18'-2' 17'-0" 16" 30'-2- 1 30'-2" 30'-2" 29'-3" 29'-3" 28'-2" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT .042 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 24" 24'-7" 1 24'-7- 24'-7- 23'-10- 23'-10" 23'-0" h 20 WIDTH 1 1/2 SPAN * O.H. 16" 13'-2" 13'-2" 13'-2" 13'-2' 13'-2" IT -0- .024 24' 10'_9" 10'_9" 1 10•_9" 10,_9" 10'-9- 10'_7" i 6" 17'-7" 17'-7" 17'-7' 17'-7- 17'-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" 18'-10" 18'-10' 18'-10" 18'-10" 18'-10" 18'-7" 16' 10'-10" 10'-10" 10'-10- 10'-10" 10'-10- 10'-10" .024 24" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 16" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6- 14'-6" 30 .032 24" 11'-10" 11'-10" 11'-10' 11'-10" 11'-10" 11'-10" 16" 19'-W 19'-0- 19'-0" 191-0" 19'-0" 19'-0" .042 24" 15'-6' 15'-6" 15'-6" 15'-6" 15'-6' 15'-6' I EXPOSURE B & C jLl 042" ALUM. ALLOY 3004-H36 OR EQUAL 7k SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH T 110 MPH 24'-6" 1 23'-5" 124'-0" 122'-8" 123'-5. 121'-10" 20'-0' 1 19,_1• 1 19,_7" 1 18,_6„ 1 19'-1" 17'-10' .CLEAR TRIBUTARY TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD SPAN .042 16" 17,_9" 17'.9" 17,_9" 17,_9" 17,_9" 17,_7" 24" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-4" RANCHO CUCAMONGA. CA (951) 741-2107 0©00©©00000000��� 90, 1008110 MPH o. 100 duraluREVISED 452-7021 FAX 403.1519 sales®durelumeom SHEET 7 OF 33 .042 16" 14'_7" 14'_7, ®oo©000momo■�mmm�■m 14•_7" 14'-7" 14,_7, 24" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. ®a000000mmmm®®®®m SPAN O.H. h TRIBUTARY TRIBUTARY - WIDTH 1 1/2 SPAN * O.H. :f -' NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN ®oa000mm®®®®mm®®m I EXPOSURE B & C jLl 042" ALUM. ALLOY 3004-H36 OR EQUAL 7k SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH T 110 MPH 24'-6" 1 23'-5" 124'-0" 122'-8" 123'-5. 121'-10" 20'-0' 1 19,_1• 1 19,_7" 1 18,_6„ 1 19'-1" 17'-10' DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: .042 16" 17,_9" 17'.9" 17,_9" 17,_9" 17,_9" 17,_7" 24" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-4" RANCHO CUCAMONGA. CA (951) 741-2107 90, 1008110 MPH o. 100 duraluREVISED 452-7021 FAX 403.1519 sales®durelumeom SHEET 7 OF 33 .042 16" 14'_7" 14'_7, 14,_7, 14•_7" 14'-7" 14,_7, 24" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. PROJECTION SPAN O.H. h TRIBUTARY TRIBUTARY - WIDTH 1 1/2 SPAN * O.H. :f -' NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE: 4n6n011 10, 20 8 30 psf DURALUM PRODUCTS, INC. IAPMO ER# 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS WIND . ALPINE AVE., SACRAMENTO. C 95626 1(916) BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 1008110 MPH o. 100 duraluREVISED 452-7021 FAX 403.1519 sales®durelumeom SHEET 7 OF 33 COLUMN/ POST 'TYPES & SURFACE MOUNT ATTACHMENT DETAILS IMAX. HEIGHT = 10' 3 2 MAX. HEIGHT C7--1-0-' ` I I 3.00" SQ. 3.00"SQ. .024" #10 SMS �I 3.00" SQ. 032" gEA. SIDE EA. SIDE 6.5" 3" O 5" `ALOI0f— .14"R 40" ALUM. JLi:LJm—,,\ NP' 048"STEEL O5/8" PLA28" O O - 3" SQ. ALUM. POST ' MAG POST 3" SQ. ALUM. POST 304-1135 36 WITH SIDE PLATES OD ,3" SQ. STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36" _AR11. I ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR 1 " 6063-T6 2.40" q 7/16"0 Hol 1.375" FOR 3/8" N .7 5" 0 ASTM GRADE 36 STEEL O=3"SO.xl=.188" H ::::Q 0" I=3"SO.xl=.313" J=4"SO.xI=.188" K =4"S .xt=.250" =L 3.0" OR 4.0" SQUARE STEEL POST ASTM A500 GRADE B 2 FLANGES 2 1/8" APART INSTALL 1Y" x 1Y" x Y" HDG WASHER PLATE AT ANCHORS •75" 75" BASE FLARES 157" TO 3"WIDE EA. 1.60" TiP SIDE OF FLANGES 1.50901, TYP, I POST ONLY l 5..5050" " 1T 1-7/16"0 HOLE INSTALL %Y x 1Y' x X- HDG WASHER PLATE AT ANCHORS & 2-3/8" HOLES FOR 110 MPH 2- 5/16.0 HOLES TYP. EA. SIDE ALUM "T" BRACKET STEEL "T" BRACKET 5 ui ALUM. ALLOY 6063-T6 "H" BRACKET r- (4}SDS 25412 3" x 8" ALUM. RAFT. BRACKET " 3" x 8" ALUM. HEADER HEADER BRACKET DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 4/262011 COLUMN/ 10.20630 pst DURALUM PRODUCTS. INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST TYPES HORIZ WIND 269 ALPINE AVE.. SACRAMENTO. CA 95828 [9181452-7021 REVISED BY: RANCHO CUCAMONGA. CA (851) 741.2107 90, 100 8 110 MPH FAX 403.1519 seles©durelum.com SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 _1.50 lnr'i7A WALL FASTENERS SEE TABLE O ROLLFORMED HANGER 281' ALUM.ALLOY 6063-T6 080 O EXTRUDED HANGER CHANNEL 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 JI�d FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. _ EXISTING EAV SEE TABLE BELOW OVERHANG (24' MAX.) EXISTING EAVE CONNECTION O2 WALL FASTENERS SEE TABLE 014 SMS ® PANEL LOCKS OR #8 SMS HANGER / RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC.) AT EA CONTACT AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN .20 _ LL=10 CONTINUOUS A- RAIL OCCURS) ROOF PANEL 3 (WHERE ALUM.ALLOY 014 SMS ® EA CONTACT 6063-T6 WALL CONNECTION . O ALUM.ALLOY 6063-T6 I.R. HANGER OC 2.740" — T=.060" WALL FASTENERS SEE TABLE APPROVED 3' OR 4' INSUL ROOF PANEL EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL '$0 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 I E I F 14'-2" DESCRIPTION OF LAG SCREW SEE NOTE BELOW 14'-0" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. wo B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX w� C=SDS25412 AT EACH STUD, 16' O.C. MAX. U)Nwa D=3/8"0 x 4" LAG SCREW AT EACH STUD <"� 'E=3/8.0 x 1 1/8" AT 16° O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2"x 6"1'-6" '1=3/8.0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 9'4" 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28, SHEET 1 EXIST. RAFTER I ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL --30 2" x 4"V-6' 16" O.C. EXISTING WOOD STUD) 18'-8" 18'-8" 14'-2" 2'-0° 14'-0" 12'-8° 9'-7" FULL OR SHEET 9 OF 33 24" O.C. SEE FOR ATTACHMENT NOTE: PLACE •SIKA MILAR 14 MATERIAL BETWEEN BRACKET AND COMP. 12'-5" 11'-8" 8'-10" 2"x 6"1'-6" 2'-0" 9'4" 7'4" 5'-7" NOTCHED 2"x6" FULL OR 24" O.C. 2'-0' 19'-11" 19'-4" 14'-8• 2"x8" NOTCHED -r� 2"x8" FULL OR 2"x10° NOTCHED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" 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 TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 10# L.L.=(2)#14 SMS EA. SIDE 20#/30#LL.=(2)#14 SMS EA. SIDE U -BRACKET _+3/4" OR 1 1/2" I I I 2"x61/2"OR 2 EACH 1/4'0 x3-1/2" LAG SCREWS L.L.-10 psf. 2 EACH 7/16'0 x 3-1/2' LAG SCREWS L.L =20 AND 30 psff(3) 5• MIN. 3" x 8" ALUM. nM' dx31rz• W.S. I RAFTER (2- MIN. PENETRATION INTO 3/4' OR 1 1/2' COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING EXISTING WOOD STUD FRAMING -------J#14 SMS AT 12" O.0 O.C. 1 1/4' YP. NOTE: PROVIDE WATER PROTECTION. METAL FLASHING CAUCK JOINTS AND SLOPE f- TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE � -L- I 1aB OR LAB LEDGER TOM CAMPBELL 8 ASSOCIATES, INC. 2 EACH 1/4'0 x3-1/2" LAG SCREWS L.L.-10 psf. 2 EACH 7/16'0 x 3-1/2' LAG SCREWS L.L =20 AND 30 psff(3) LIVE LOAD - nM' dx31rz• W.S. }#14x1 3/a• (2- MIN. PENETRATION INTO DATE: 4rz8rzOt1 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PATIO COVER EXISTING WOOD STUD) DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 95828 1p(9Al6T)14052-7021 NOTE: USE LEDGER WHERE RAFTER SPACING RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS 90, 100 8 110 MPH o. 100 EXCEEDS EXISTING STUD SPACING SHEET 9 OF 33 NOTE: BRACKET SEE FOR ATTACHMENT NOTE: PLACE •SIKA MILAR 14 MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER WI SAME CONNECTION'S. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD - COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 DATE: 4rz8rzOt1 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 8 30 psf WIND = DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 95828 1p(9Al6T)14052-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS 90, 100 8 110 MPH o. 100 FAX 403-1519 sei� .com SHEET 9 OF 33 , COLUMN / POST TYPES & SURFACE ATTACHED ONLY FOOTING & ANCHOR BOLTS ALUM."T'BRACKET USE WITH L "T' BRACKET ' 1 —POST TYPE B,C,O.OR E. POST STEEL.TBRACKET USE WITH #l2 . 3"SQ. POST (2)-il12 SMS EA. SIDE OF POST OR POST TYPE B.C,D,E.F,G.H,J OR K. 3• SQ. POST ALUM.'i'BRACKET: J u5E (2 8'0 HILTI 1/4" M.B. THROUGH fff KWIK 9OLTS OR EQUAL ! POST STEELTBRACKET: 1 (2y1/4"0 POWERS WEDGE- SEE NOTES BELOW USE (2)318.0 HILTI KWIK BOLTS OR EQUAL BOLTS+, OR EQUAL, EACH 2 Y..' EMBEDMENT DEPTH I BRACKET TO SLAB. FOR KWIK BOLTS) MINIMUM DISTANCE TO (4)-t2'O EDGE OF SLAB = 4" OR 24" 28" SQ. 20" TO CRACK s 10" Q (1 3/i" MIN. EMBEDMENT) a (4}5/8.0 I DEPTH a SLAB SHALL BE INPOURED i NCRETE • : ! , , Jy, GOOD CONDITION FOOTING SEE NOTE Ij (4}314'0 IZE 3 1/2' MIN. SCFOEE 00 ENG 43" SQ. UAR QUARE— 40"-42' CUBE IN IN BEAM SPAN TABLE EXISTING SLAB O 3" SO. POSTS TO CONC. FOOTING C ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SQ. 18" DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12" BOLTS 23" & 24' CUBE (2)-1IYO 31/4' 20" 21" SQ 12" 22" 25" SO. 16" 25'-30'CUBE (4)-t2'O 31/4" 24" 28" SQ. 20" 26" 32" SQ. 23" 31" - 34" CUBE (4}5/8.0 4" 28" 35" SQ. 25" 35"- 39' CUBE (4}314'0 4 3/4' 30" 39" SQ. 28" 32" 43" SQ. 30" 40"-42' CUBE (4}314'0 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. 36" 51" SQ. U. 38' 55" SQ. 37" 40" 60' SQ. 39" 42" 64' SQ. 41" 44" 69" SQ. 43' ' CUBE FOOTING W/ 4- SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED MOUNT AND EMBEDMENT DETAILS STEEL POST ONLY: USE POST TYPE(3 518'0 BOLTS F. G. H, J OR K FOR POST TYPE J 1/2 DEPTH OF I i i(2r}1/2-0 BOLTS FOOTING OR EOR ALL OTHER 12' MIN. EMBD. j 1 i CONDITIONS IIIA • ,. .`�L I 17•. NOTES: 11111 I w -) T.O.C. ! MAYBE USED WITH POST TYPE, SEE SHT. 9 •y 9• SO. x SIB" B. C. D. F. G. & H FREESTANDING BASE PLATE ANCHOR WnNSERT,.MAG BEAM, 4- OR 7•IBEAMS. 2. POST TYPE E BASE PLATE ANCHOR BOLTS (SIZE & TYPE) i (1} 112*OM.B. •4 L.. x �x U) 3/18• x9"LONG.1' is �L�:,•, 9'x9"x 51W FROM END OF POST ";L� Z 3- SQ. POST (STL.) SHEET 10 OF 33 OR FLUTED POURED SEE FTG. OR 4' SO. POST (STL.) CONCRETESQUARE, SCHEDULE IN BEAM INSERT— FOOTING SPAN TABLE PL.5/8"THK. i SQUARE POST EMBED. INTO FOOTING 9 1 1/2' 16"INSERT 4 5' )A TI ASTM A36 STEEL BASE P A572 STEEL [:j. e• 11/2' WELDED STEEL BASE PLATE NOTES: BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 1. NOT USE ALUM. T BR BRACKET WITH 3X8 BEAM 9• SO. x SIB" B. C. D. F. G. & H FREESTANDING BASE PLATE ANCHOR WnNSERT,.MAG BEAM, 4- OR 7•IBEAMS. 2. POST TYPE E BASE PLATE ANCHOR BOLTS (SIZE & TYPE) INSTALL WASHER PLATE, 2'X3b'X5Y2"AT AND EMBEDMENT STEEL T BRACKET. ALPINE AVE., SACRAMENTO, CA BSB28 (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9'x9"x 51W STEEL PER I.C.C. ESR -1917 OR EQUAL 3. POST TYPE F DO NOT USE STEEL T BRACKET W/7" I -BEAM. 0. 100 B0, 1008 770 MPH (4 3/4' EMBEDMENT DEPTH) SHEET 10 OF 33 DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. COLUMN LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 DATE: 4282077 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING '. SURFACE MOUNT 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE AND EMBEDMENT WIND ALPINE AVE., SACRAMENTO, CA BSB28 REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 0. 100 B0, 1008 770 MPH FAX403-1519 ealesQa duwtumcom SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" rySQ. 2.00" SPLICE WHERE 7 —1 SPLICE WHERE J1 •O� 1 79" OCCURS SPLICE CWHERE OCCURS 4.6• 07V cri 3„ 2.57" 4.6• TYP. 14 R TYP. 048" 2,19" 2.06• 065 2.04• TVP. TB" TMP 3. .28" 93" .OoOo• 2,>~ ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA-ALUM.ALUM. ALLOY 6083.78 6063-T6 . 6.53 ROLLFORMED OA 6063-T64.5" GUTTER O MAG. GUTTER O MAG BEAM @3"E SQ. STEEL BEAM �1.Cq 3.0" r{— 3" —{47 Q+°'fl�g 4� 2, s.s• 3" 2, tl 8.5• { I to MAX. I` . O. SPLICE SPLICEy„ '042" WHERE occuas 4" WHERE li" .024"' OCCURS yt-.032" — .032" 8.0" Typ. I .042" �IL 110" TYP. ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H38 OR EQUAL ALUM. ALLOY 3004-H36 6063-T8 O �6063•T60Y O J OR EQUAL O 4" I -BEAM F 7"1 -BEAM G 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K 3„ F2 . MAX. 3' B" MAX. 3" ls— g. I� 145" _T I I ( .375" —.---- .042" 042" 042" — �— F � ~— 7.8". T -14 GA T-0.125 ASTM A653 GRADE 50 6.658" S" ALUM. ALLOY 608376 _T ALUM. ALLOY 30044436 ALUM. ALLOY 3004-138 OR EQUAL OR EQUAL I 625" " I � .375" ALUM. ALLOY 3004-H38 O �'1 2.875" �� 1-1.75---1 i OR EQUAL . 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBL. x 8 STLINSERT O STEER NSERT O SPLICE / BEAM 7" I SIERT O DRAWN BY: E.N. YOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = . PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DCALE: N Ro11 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES HO 20 130Pat HORIZ. WIND " DURAL IN PRODUCTS, INC. 6289 ALPINE AVE., SACRAMENTO, CA 83828 ' REVISED BY: RANCHO.000AMONGA CA (951) 741-2107 80. 100 8 110 MPH (918)452-7021 FAX 403.1318 eales®Auretum.wm SHEET 11 OF 33 SPLICE DETAILS BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT #12 S.M (24 TOT ALUM. ALLOY 3004-H36 ' ALUM. ALLOY 3004-1-136 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. F— 3" TOTAL= (B}tl2 0 BOLTS SPLICE WHERE �n OCCURS L.070. ALUM. ALLOY 6063.76 4" I -BEAM I " I o f. 1. 0" o 2. 0" O o O O DATE: 4r2612011 10, 20830Ds1 IV N EE 16" 1" S-0" SCALE: NONE /I MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCU ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE NO (2)#10 S.M.S.@ EA. VALLEY, TYP. I " I o f. 1.25" 0 6 0 0 O O DATE: 4r2612011 10, 20830Ds1 IV N EE 16" 1" SCALE: NONE MOMENT C -SPLICE NO (2)#10 S.M.S.@ EA. VALLEY, TYP. PANEL 4'x3' ALUM. "I' BM. OR 7'x4" ALUM. "1' 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. "P BRACKET TO POST. POST, SEE SCHEDULE ---� r— ALTERNATE BEAM TO POST CONN. I " I o f. DATE: 4r2612011 10, 20830Ds1 IV N EE _I SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COMMERCIAL I SPLICE DETAILS NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY I AS NEEDED TO CLEAR (6061-T6) ALTERNATE I SQ. POST,CONNECT WEB STL. C -BEAM FAX 403-1519 salas@Oumtum.com TO POST W/(2)-1/2"0 THRU-BOLTS So. POST BEAM TO POST CONN. PANEL 4'x3' ALUM. "I' BM. OR 7'x4" ALUM. "1' 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. "P BRACKET TO POST. POST, SEE SCHEDULE ---� r— ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 4r2612011 10, 20830Ds1 DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COMMERCIAL I SPLICE DETAILS HORIZ. WIND 8269 ALPINE AVE, SACRAMENTO, CA 95826 1(916)452-7021 I REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 90, 100 8 110 MPH FAX 403-1519 salas@Oumtum.com SHEET 12 OF 33 BEAM TO POST CONNECTION DETAILS I -OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD ) 2414 x 12' S.M.S. EACH SIDE OF 3' SO. POST l4TOTAL)1 ALTERNATE: 1/4'0 BOLT W/ WASHER EA. SIDE OF 3- SO. POST + 1.10' O+ : 50-1 yI{. 2.35' F—t l 3' SO. POST 24114 x 12- S.M.S. EACH SIDE OF 3' SO. POST4-TOTAL ALTERNATE: 114*013OLT W/ WASHER EA SIDE OF 3' SO. POST ' x 8" x .042" BEAM, ' SQ. STEEL OR AG BEAM. (4)#14 SDS @ EA. SIDE TOP & BOTT. TOT =16 X 3" ALUM. OR TEEL POST 1 3.00" 3' SD. POST OR . V GUTTER FASCIA MAG BEAM 1 3' SO. POST 3"SQ. STL. BEAM 13 H - BRACKET TO POST ALUM. ALLOY 3105-H25 1.50" 1.50" #8 x 2'SMS_2 1l2' —D 1 1/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 .28" . t - W.1 52 1 112" SQ., 2' SQ., OR 2-x3" LATTICE @ 3" O.C. MIN. TO 6"O.C. MAX. O17 2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0' 4 -#14 SDS 2'-0" 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR — EXTRUDED GUTTER #14 S.M.S. @12"O.C. — FASCIA 6 1 /2"x2'x.024 - RAFTER No. 1 FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE �OPTIONAL LATTICE TUBES AT OVERHANG j0a rk FASTENER 61/2' 0GROUP 00 ALUM. BRACKET X Y 1' "L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER 1/2" MIN. (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET - RAFTER TO BEAM DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 4/262011 BEAM TO P03T 10, 20 8 30 psl DURALUM PRODUCTS, INC. IAPMO ER# 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT HORR. WIND = 6269 ALPINE AVE.. SACRAMENTO, CA 95828 1(916)452-7021 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 1008110 MPH FAx403-151e as SHEET 13 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION LIVE LOAD = ALUMINUM MEMBER BEAM SPLICE TO DATE: 4/2612011 2"x6" NOMINAL LEDGER ' OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 1 1/2" OR 2"LATTICE POST. NOT PERMITTED PLUG WHERE @ 2 -POST UNITS w .S #8 S.M.S. f; ru } C� 6 SCREWS � I SCREW IS INSIDE ALTERNATE 1/2" BOLT CONNECTIO DOUBLE RA ER- PLAN 2 PER SIDE I #14 SMS MAY 1 ,5" r ALTERNATE: RAFT S.M.S. EACH RAFTER TO COL. vBE u 37848;, ter* 3.5" USE AS ALTERNATE TO 3.5" 114"0 BOLTS 1" STUCCO OR EQUAL 3"x3"x0.024" (1) - 1/2" BOLT OR �% 3.5 3.5" CONNECT. (8 -TOT.) EXIST. STUCCO / LEDGER STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22 14 i 5" 8" BEAM 1" ❑1 OR Efl I 4.5'0 6" 614 SMS 1. EACH SIDE I I 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. 3"x 3"STL.POST (24") ° ALTERNATE: #14 SMS EA. SIDE INSERT ATTACHED OR (2}2x8.5" OR TOP, MID HEIGHT AND BOTTOM. 3"SQ'. POST BETWEEN SIDE PLATES 3"x 3"STL.POST COLUMN (2}3"x8°HEADER FOR FREESTANDING ("SIDEPLAT BEAM TO POST CONNECTION 21 2°x 8.5" SIDEPLATE POST SCHEDULE DBL. RAFTER / DBL. HEADER CONN. 19 3" SQ. x .032" + (2)-2" x 61/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032" � W/ (6)-#14 S.M.S. EACH SIDE. F2 W/ (6}#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE DRAWN BY: E.N. L LATTICE 1 1/2" OR 2" EXISTING SHEATHING 2"x6V4.024" LIVE LOAD = ALUMINUM MEMBER WITH WOOD FILL OR DATE: 4/2612011 2"x6" NOMINAL LEDGER 1 (NEW OR EXISTING) 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT w .S ALTERNATE: ;, (2) SIMPSON SDS25600 (2)- #14 S.M.S. EACH RAFTER `r TO COLUMN CONNECTION (4 -TOTAL) yk ALTERNATE: r (2)• 2x6.5" OR (2}3"x8" HEADERS EXISTING ALTERNATE: 1" STUCCO OR EQUAL 3"x3"x0.024" (1) - 1/2" BOLT OR 2.5" PENE. INTO EACH WOOD STUD CONNECTOR (2)- #14 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22 DBL. 3"X8"X.042 BEAM OR DBL. 2"X6.5"X.032" BEAM `-- 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X 3/" 3" SO. POST LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. 8Y: IAPMO ERN 0195 DATE: 4/2612011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 8 3o Par DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY; RANCHO CUCAMONGA. CA (951) 741-2107 CONNECTIONS H 100 WIND = 90, 1008110 MPH (916 ALPINE AVE., SACRAMENTO, CA 95828 (818)452.7021 FAX 403.1518 seleaQduralum.cam SHEET 140E 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED OPEN LATTICE & SOLID COVERS DRAWN BY: E.N. CO 2"X6.5"X0.024" SIDE PLATES POST 10 - LIVE LOAD = is f° 2"X6:5"X0.032" SIDE PLATES POST 02 IAPMO ER# 0195 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH EXP. B EXP. CEXP. B EXP, C EXP. B EXP. C EXP. B EXP. C EXP. B. EXP. C EXP. B EXP. C 4' 2 2 2 2 2 3 4' 2 2 2 2 2 2 5' 2 2 2 3 2 3 5' 2 2 2 2 2 2 6' 2� 3 2 3 3 4 6' 2 2 2 2 2 3 7' 2 3 3 4 3 4 7' 2 2 2 2 2 3 8' 3 3 3 4 4 5 8' 2 2 2 3 2 3 9' 3 4 3 5 4 6 9' 2 3 2 3 2 4 10' 3 4 4 5 4 6 10' 2 3 2 3- 3 4 11' 4 5 4 6 5 7 11' 2. 3 2 4 3 4 12' 4 5 4 6 5 7 12' 2 3 3 4 3 5 13' 4 5 5 7 6 8 13' 2 3 3 4 3 5 14' 4 6 5 7 6 8 14' 3 4 3 4 4' 5 15' 5 6 5 8 6 9 15' 3 4 3 5 4 •6 THE MINIMUM NUMBER OF COLUMNS SHOWN IN THE TABLES ABOVE REPRESENT TYPE D COLUP DETAILED ON SHEET 8 DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 GATE; 4/28/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MINUMUM REQUIRED COLUMNS 30Pa 10, 20 13.'. DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2+07 HORIZ. WIND 90. 100 8110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95828 (9+elas2ao21FAx4o3-i tst9aales(gldureNmwm SHEET 150E 33 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. 6.5" ROLLFORM / 4" I -BEAM PATIO COVER SYSTEM AS MFG. BY: 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM 10, 20 8 30 psl ar MAG BEAM SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 10 N L.L. 90 MPH HORM WIND . 90.100 8 110 MPH1(916)452-7021 6269 ALPINE AVE., SACRAMENTO. CA 95026 FAX 403.1519 aalas@dumItu .wm SHEET 16 OF 33 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 7 MAX.COL. _O SPACING ON SLAB SPACING G (SPAN SPACING SPACING( PAN III S( PCAN G SPACING (S- FTG MIN. G MIN MIN. MIN. MIN. MIN FTGPAN) WI -N— FTG. (NK (N) (NG ANG. NG POST (IN POST N POST (N� TMPE (IN TPIOPE TYPE TPOST YPE TPOSTYPE TPOST YPE TYPE TYPE TYPE TYPE 4' 17'-0" 13� 30 F 178 B 16'-1" 31 G 19 B 14'-4" 30 F 18 B 11'-5" ' 28 17 B 27'-0" 35 G 23 B 12'-8" 20 14'-10" 21 13'-3" 21 10'-10" 19 25'-0" 25 5' 13'-7" 12'-3" 29 F 19 B 14'-4" 30 G 20 B 12'-10" 29 F 19 B 10'-7" 28 F 18 B 24'-2" 34 G 24 B 11,x^ 21 13'-3" 22 11'-11" 21 10'-0" 20 22,-4„ 26 E 6' 11'-4" 11'-2'0 28 F - B 13,_1"2.1" 29 G 2123 B 11 28 F 2 B 9'-119,_5„ 27 F 1 21 B 22'-20,-5, 33 G 2427 B �„ 22 10,-10., 22 E 7' 9'-8" 10 49, 27 G 2022 B 12-2" 28 (j 2124 B 10'-10,-0„ 28 G 2023 B 9'-5"9,_0„ 27 G 1922 B 2018'-11" 33 G 2528 B 7„ E $' s'-6" 9' 8,, 27 G 21 B 11'-4" ,_ " 28 G 22 B 10'-2" " 27 G 21 B s'-1" 26 G 20 B 1s'-1" 32 G zs B 8 -10" 23 10 6 24 8'-10 23 8'-7" 22 17'-8" 29 E 9' T -T' 9'-2" 27 G 21 B 10'-8" 28 G 22 B 9'-7" 27 C7 B 8'-8" 27 G 20 B 18'-0" 32 G 26 E 7'-10„ 23 9'-6a 25 7'-10„ 7,_10" 23 16'-8" 29 F 10' 6'-9" 8-8 27 G 21 B 10'-1" 27 G 22 B 9,_1„ 27 G B 8'-4"----27 G 21 B 17'_1„ 31 G 27 E 7'-1" 24 8'-7" 25 7'-1" 7'-1" 23 15'-10" 30 F 11' s'-2" 6,"3„ 28 G 22 B s,_2„ 28 G 23 B a'-8° 28 G r22 B 7'-11" 27 G 21 B 1s' 4" 31 G 27 E 6'-5" 24 7'-10" 25 6'-5" 6'-5" 24 15'-1" 30 F 12' 5'-8" 7'-11" 29 G 22 B 8'-5" 29 G 23 B - - - - 7'-7" 28 G 22 B 15'-7" 30 G 27 E 5'-11„ 25 7'-2" 26 5'-11" 24 14'-5„ 31 F 13' 5'-2„ 7'_7„ 29 H 22 B 7,_9„ " 29 F'I 23 B - - - - - 7 -4" 29 H 22 B 15'-0" 30 H 28 E 5 -5 25 6'-7 26 5'-5" 24 13'-10" 31 F 14' 4'-10" 7,�„ 30 Fi 23 B 7'-2" 30 H 24 B _ _ _ _ _ 7-1" 29 H 22 B 14'-5" 30 Fi 28 E 5'-1" 25 6'-2' 26 5'-1" 24 13'-4" 31 F 15' 4'-6" 7 -1 31 H 23 B 6'_8" 31 F'I124_—]B - - - - - 6'-10" 30 H 22 B 14'-0" 31 H 28 E 4'-9 25 5'-9" 27 4'-9" 24 12'-11" 32 F ► THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FIGURE INDICATES EXPOSURE B_D_ FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. sOLID POST SPACING TABLE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 412 /2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 10 N L.L. 90 MPH HORM WIND . 90.100 8 110 MPH1(916)452-7021 6269 ALPINE AVE., SACRAMENTO. CA 95026 FAX 403.1519 aalas@dumItu .wm SHEET 16 OF 33 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS -12' OR LESS EXP. B & C DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. DBL. 2"x6.5"x.032" BEAM I DBL. YxWx.042" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM DATE: an9no+1 SCALE: NONE > FREESTANDING 3"x8" BEAM DURALUM PRODUCTS, INC. 8289 ALPINE AVE„ SACRAMENTO, CA 95828 I EACH wl A 3"x8" STL. INSERT RANCHO CUCAMONGq CA 1951) 741-2107 YY F p MAX COL. ATTACHED FREESTAND ATTACHED MAKPOST SHEET 17 OF 33 MAX POST MAX.POST FREESTAND ATTACHED TAC MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND 00 SPACING ON SLAB * SPACING SPACING D032 BL.FOR6• SPACING7TGIN. (SPAN) SPACING MIN. SPACING MIN. MIN. �C'' �C'' FTG. m 3 MIN. MIN. MIN. MIN. 2"u6.5"xFOR BEAM (IN.) POST (INC,). POST OST (ING' POST (SPAN) (NG' ) POST POST (SPAN) POST POST15 (IN') (IN') (IN') TYPE TYPE YPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-8" 12'-8" 29 F 18 B 18'-2" 32 G 20 B 23' 7" 34 G 22 B 33'-4" 37 G 25 B 4' 11'-9" 11'-10, 20 16'-9" 22 21'-9";lr 25 30'-9" 28 5' 13'-7" 11'-4" 11'-4" 28 F 19 B 16'-3" 31 G 21 B 21'-1" 33 G 23 29'-1 B 36 G 26 B , 5 10'-7" 21 15'-0" 23 19'-6" 26 27'-6" 29 E 6 11-4 „ 10'3" 10'-4" 28 F 19 B 14'-10" 30 G 22 B 19'-3" 32 G 24 B 27'-3" 35 G 26 B , 6 9,_7„ 9,_8" 21 13'-8" 24 17'_9„ 26 C 25'-2" 30 E 7' 9'-8" 9--7" 9'-7" 27 G 20 B 13'-8" 30 G 22 B 17'-10" 32 G 2 27 B 26-2"3'-3" 35 G 2 90 B 7, 8-1o" 8'-11" 22 12'-8" 25 16'-5" C E 8' 8'-6" 9'-0" 8'-11" 27 G 20 B 12'-10" 29 G 23 B 16' 8" 31. G 25 B 23'-7" 34 G 28 B 8- 8'-4" 8'-4" _ 22 11'-10' 25 15'-5" 28 E 21'-9" 31 E 9' 7'-7" 8'-6" 8'-5" 27 G 21 B 12'-1" 29 G 23 B 15'-9" 31 G 25 B 22'-3" 34 G 28 E 9 7'-10" 7'-11" 23 11'-2" 26 14'-6" 28 E 20'-6" 32 F 10' 6'-9" 8.0„ ,_ 8-0" ,_ „ 27 (� 21 B 11'-6" 28 G 23 B 14'-11" 30 G 26 B 21'-1 ^ 33 G 29 E 10, 7 2. 7 6 23 10'-7" 26 .13 =9" 29 E 19 =6" 32 F 11' 6'-2" 7'-8" 7'-7" 28 G 21 B 10'-11" " 28 G 24 B 14'-3" 30 G 26 B 20'-1" 33 G 29 E 11' 6'-6" 7'-2" 24 - 10 1 27 13'-2" 29 E 18'-7" 33 F 12' S'-8" 7'-0" 7'-4" 29 G 22 B 10'-6" 29 G 24 B 13'-7" 30 G 26 B 19'-3" 32' G 30 E 12' 6'-0" 6'-10" 24 9'-8" 27 12'-7" 30 E 17'-9" 33 F 13' S'-2" 6,_6„5,_6„ 7- On 29 B 10'-1"9,_3„ 29 H 24 B 13'-12,-1" 29 H 18'-67,_1„ 2 30 B 32 H 3 E 13' 27 E 34 F 14' 4'-10” 6-0" 6-9" 30 JH B 9'-8" 30 H 25 B 12'-7" 30 H 27 B 17'-10" 32 H 305'-2" 5'-10" 8'-11" 28 11'-8" 30 E 16'-5"3415' 4'-6" 5'-q-9" g'-65,_6"31 B 19'4"8,_8" 31 H 2 28 B 12'-1'; 31 H 2 31 B 17,15'-11" 31 H 31 _3" E * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DATE: an9no+1 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 psf HORIL WIND a DURALUM PRODUCTS, INC. 8289 ALPINE AVE„ SACRAMENTO, CA 95828 I REVISED BY: RANCHO CUCAMONGq CA 1951) 741-2107 AND ATTACHED 10 # LL. 90 MPH 90. 100 8 110 MPM (919) 452-7021 FAX 403-1519 satespduralum.wm SHEET 17 OF 33 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. 6.5" ROLLFORM / 4" I -BEAM PATIO COVER SYSTEM AS MFG. By:, 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM 10, Toa 3o Psr HORIL WIND - >_ MAG BEAM REVISED BY: RANCHO CUCAMONG0. CA (957) 741-2707 AND ATTACHED 10 M L.L. 100 MPH 90,100 a 110 MPH (918)452.7021 FAX 4031519 sales@dumlum. SHEET 18 OF 33 I' ~ o_ MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED (M SPACING ON SLAB* NG S(SPAIN) (SPAN) SPACING SPACING NG . MIN. MIN. (NG T PT10PE IMIN.S (� G POSTPACING �IN�' POST (NG POSTTYPE (IN.)- POST (NG SING TYPE (N.) (IN.) POST N.) TYPE TYPE TYPE TYPE 4' 17'-0" 13'-0" 31 (� 20 B 15'-5" 32 G 20 B 13'-10" 31 G - B 11'-1" 29 G 18 B 26'-0" 36 G 24 B 11'-11 21 13'-11" 22 12'-5" 22 10'-5" 20 23'-5" 27 5' 13'-7" 11'-9" „ 30 G 20 B 13'-10 31 G 21 B 12'_4" 30 G 20 B 10'x" 29 G 1 s B 23'-3" 35 G 25 B 10 -8 22 _5. 1223 11'-2" 22 9'-8" 21 21'-0" 28 E 6' 11'-4" 10'-9" 29 G 21 B 12'-7" 30 G 22 B 11'-3" 29 G 21 B 9'-8" 28 G 20 B 21'-3" 35 G 26 B 9=9 23 11'-4" 24 9'-9" 23 9'-1" 22 19'-2" 28 E 7' 9'-8" 10'-0" 29 G 21 B 11'-8^ 30 G 22 B 10'-5" 29 G :7 B 9'-3" 28 G 21 B 19'-8" 34 G 27 B 8' 4 23 10'-6" 25 8'-4" 24 8'-4" 23 17'-9" 29 E 8' 8'-6„ 9'-4" 28 G :7 B 10'_11" „ 29 G 23 B 9'-9" 28 G 22 B 8'-10" 28 G 21 B 18'-4" 33 G 27 B 7 -4 „ 24 9'-8 25 7'-4" 24 7'-4" 23 16'-7" 30 E 9' 7'-7., 8'-9" 28 G 22 B 10'-3" 29 G 23 B 9'-3" 28 G 23 B 8'-5" 28 G 22 B 17-45, 33 G 2830E 6'-6" 24 8'-7" 26 6'-6" 25 6'-6" 24 8„ F 10' 6'-9" 8' -45'-10,. 29 G 2325 B 9'-4"7.9- 29 G 2426 B 8'-6" 29 G f- B 8'-0" 29 G 22 B 16'-5" 32 G 28 E 5'-10" 25 5'-10" 24 14'-10" 31 F 11' 6'-2" 7'-9" 30 H 23 B 8'-5" 30 H 24 B 7'-9" 30 H 23 B 7'-8" 30 H 23 B 15'-8" 32 H 29 E 5'-4„ 25 7'-1^ 26 5,�" 25 5,�a 25 14'-2„ 31 F 12' 5'-8" 30 H 23 B 7'-9" 30 H 24 B - - - - - 7'-1" 30 H 23 B 15'-0" 32 H 29 E 4'-10' 26 6,_5^ 27 4'-10' 25 13' 6„ 32 F 13' T-2" 6''71q, 31 { 1 2426 B 7'-2"6,-0" 31 H 2 B - - - - - 6 -7 31 H 2325 B 14'-; 31 H 2932E 6„ 27 q'-6" 3,-0„ F 14' 4'-10" 6'-1" 32 H 24 B 6'-8" 32 H 25 B - - - - - 6'-1" 32 H 23 B 32 H 30 E q, 2„ 26 5'-6" 28 q,_2" 25 LlY-11" 12'-6" 33 F 15' 4'-6" 5-8,, 32 �-{ 24,7 B 6'-2"�,_,^ 32 H 2 �R B - - - - - 5"8,, 32 H 23,s B '-55 32 H 30zz E „„ �" 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 AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FIGURE INDICATES EXPOSURE B u FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. POST SPnCIrDiG TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. By:, IAPMO ERN 0195 DATE: 42812011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, Toa 3o Psr HORIL WIND - DURALUM PRODUCTS, INC. BTBB ALPINE AVE., SACRAMENTO, CA 95928 1 REVISED BY: RANCHO CUCAMONG0. CA (957) 741-2707 AND ATTACHED 10 M L.L. 100 MPH 90,100 a 110 MPH (918)452.7021 FAX 4031519 sales@dumlum. SHEET 18 OF 33 10#. L. L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. DBL. 2"x6.5"x.032" BEAM / DBL. 3"x8"x.042" BEAM 3"x8" BEAM WINSERT . DBL. 3"x8" BEAM IAPMO ER# 0195 >_ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAM 10, 20 8 30 psf DURALUM PRODUCTS, INC. EACH wl A 3"x8" STL. INSERT >- FI=— p MAX.COLCING. ATTACHED FREESTAND ATTACHED MAXPOST I- =)o MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED. MAXPOST FREESTAND m — 3 SPA ON SLAB* SPACING SPACING FOR DBL. FOR 3' x 8' SCPAN PACING G CING SPAMI ING N FTG. FTG. 7N. ir FTG. MIN.FTG. �G' FfG. �C'' 2'x6.5'x.032' BEAM (IN.) POST (IN') POST (IN') POSMIN. T (IN') POST (IN') POST POST (SPAN) POST POST (IN') (IN') TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-2" 12'-4" 30 G 19 B 17'-5" 33 G 21 B 22'-8" 35 G 23 32'-0" B 39 G 26 B 4' 11'-0^ 11'-1" 21 15'-9" 23 20'-5" 26 28'-11" 29 5' 13'-7" 10'-11" 11'-0" 29 G 20 B 15'-7" 32 22 B 20'-3" 34 G 24 B 21T-8"_,38 G 27 B 5, 9'-10" 9' 22 14'-1" 24 18'-3" 27 25'-10" 30 E 6' 11'-4" 10'-0" 10'-1" 29 G 20 B 14'-3" 31 G 23 B 18'-6" 34 G 25 B 26'-2" 37 G 28 , 6 9-0" 9'-1" 22 _ 1210" 25 16'-8" 27 C 23'-7" 31--B-:-E— 7' 9'-8" 9,_3„ 9,-4„ 28 G 2123 B 13 31 G 2326 B 17'-;'S,_5„ 33 GG 26 B 24'21'-10' 36 ;: B , 7 8' 4 8'_5„ 11,-11' 28 C 32 E 8' 8'-6" 8'-8" 8'-9" 28 G 21 B 12'-4" 30 G 24 B 16'-0" 32 G 26 B 22'-8" 35 G 29 B 8, 7'-10" 23 11-1' 26 14'-6" 29 E 20'-5" 32 E 9' T-7" 8'-2" 8'-3^ 28 G 22 B 11'-7" 30 G 24 B 15'-1" 32 G 27 B-- 21'-4" 35 G 3o E 9' T-2" T-5' 24 10'-6" 27 13'-8" 29 E 19'-3" 33 F 10' 6'-9" 7'-9" 7'-10" 29 G 22 B 11'-0" 29 G 25 B 14'-4" 31 G 27 B 20'-3" 34 G 31 E 10' 6'-6" 6'-9" 24 9'-11" 27 12'-11" 30 E 18'-3" 34 F 11' 6'-2" 7-1"5'-11" 7-5 30 F I 23 B 10'-6"9,_6„ 30 H 2 28 B 13' 8" 31 H 28B 19,_5„ 34 H 3134 E 11, 6'-2^ 5 E F 12' S'-8" 6-6- 7'-1" 30 H 2325 B 10'-1 „9 30 H 2 B 13' 31 H 2831 B 18 s,_8„ 34 H 3235RE 12 5'-5" 5,_8„ -1 ^ 28 111,-10„ E 13' 5'-2" 6'-0" 6'-10" 31 H 23 B 9'-8" 31 H 26 B 12'-7" 31 H 28 B 17'-9" 33 H 32 5, 0„ 5,_3„ 25 8'-9„ 28 11'-4" 31 E 16'_0" 3513' 14' 4'-1 o" 6'-7" 32 H 23 B 9'-4" 32 H 26 B 12'-1" 32 H 29 B 17'-2" 33 H 32 14 4'-8" 4'-10" 26 8'-5" 29 10'-11„ 32 E 15'-5" 35 F 15' 4'-6" 5'-2" 6,�„ 32 H 1211 B 9'-0" 32 H 2729 B 11-80-7,. 32 H 2 g2 B 1614'-11^ 33 H 3336 E 15' 4,�„ 4,-0" 26 8,_1„ E F * 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 V�yCT' SELECTED BEAM. I• �q,l' NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD o PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 DATE: 4/28/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: ONE AND ATTACHED HORIZ Wa 8269 ALPINE AVE.. SACRAMENTO, CA 95826 REVISED BY: RANCHO CUCAMONGA CA (951) 741.2107 10 0 L.L. 100 MPH 90'.—n,MPH (918)452-7021 FAX 40}1519 seleslQduretun,.tom SHEET 19 OF 33 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER DATE: 412612011 3" SQ. STEEL BEAM 7" I -BEAM DUPRODUCTS, INC. MAG BEAM AND ATTACI{E.p AND ATTACHED HORIZ WIND � 8289 ALPINE AVE.. SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 10 N L.L 110 MPH =)a MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED _ SPACING ON SLAB* SPACING SPACING S(SPAING SPACING FTG. pOST FTG . FTG ' FTG. MIN.POST FTG. FTG . FTC' POST ��'' FTC'• POST IN.FTG. (IN.) (IN') POST (IN') POST (IN') (IN') POST (IN') POST (IN') (IN') POST (SPRING (IN') POST (IN') TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12,_7„ , " 31 �„� 20 B 14'-9" 32 H -; B 13'-3" 32 { 21 B 10'-9" 31 H 19 B 24'-11" 37 H 26 B 10 -8 22 12'-6" 23 11'-2" 22 10'-1" 21 21'-0" 28 5' 13'-7" 11'-3" 30 H 21 B 13'-3" 32 H 22 B 11'-10" 31 H 21 B 10'_0„ 30 �-� 20 B 22'-3" 36 H 26 B 9'-4 " 23 11'-2" 24 9'-4" 23 9'-2 „ 23 18'-9" 29 E 6' 11'-4" 10 30 H 22 B 12'-; 0,-2" 31 H 23 B 10'- T 30 H 2 B g'-57'-10„ 29 H 2123 B 20'-47 35 H 2729 B 7'-10„ 24 5 -10„ 24 _2,. E 7' 9'-s" 9.7 29 H 22 B 11'-2" 30 H 24 B 10'-0" 29 H 23 B 8'-1 i" 29 H 22 B 18'-10" 35 H 28 B 6-8 „ 24 9'-5" 25 6'-8" 25 6'-8" 24 15'-11" 30 E 8' 8'-6" 8'-9" 29 H 23 B 10'-5" 30 H 24 B 8'-9" 29 H 23 B 8'-7" 29 H 22 B 17'-7" 34 H 29 B 25 8'-9" 26 5'-10' 25 5'-10" 24 14'-10" 31 E 9' 7'-7„ 7'-10" 30 H 23 B 9'-6" 30 { 25 B 7'-10" 30 H 24 B 7'-10" 30 H 23 B 16'-7" 33 H 29 E 5'-2" 25 7'-10" 27 5'-2" 26 5'-2" 25 14'-0" 32 F 10' 6'-9" 7'-0" 31 H 24 B 8'-6" 31 H 25 B 7'-0" 31 H 24 B 7'-0" 31 H 23 B 15'-9" 33 H 30 E 4'-8" 26 7'-0 27 4'-8" 26 4'-8" 25 13'-3•, 32 F 11' 6'-2" 6'-5" 31 H 24 B 7'-9" 31 �, 25 B 6'-5" 31 H 24 B 6'-5" 31 24 B 15'-0" 33 H 30 E 4,_3„ 26 6'-5, 27 4'-3" 26 4'-3" 26 12'-8, 33 F 12' S'-8" 5' -13'-11, 32 H 25 B 7'-15'-10, 32 { 26 B - - - - 5'-13'-11„ 32 H 24 B 14'-42,_1„ 32 H 3133 E 7 8 6 F 13' 5'-2" 5'-5" 33 J :: B 6'-7" 33 J 26 B - - - - - 5'_5„ Sg J 24 B 13'-10" 33 J 31 E , „ 3-7 27 g.5 28 T-7^ 26 11'-8" 33 F 14' 4'-10" 5 0 33 J 25 B 6' 1 "5,_0„ 33 J 2629 B - - - - - 5 -0 33 J 2426 B 13'-4 ;,_3„ 33 J 3134 E 3, 4„ 7 3,�„ F 15' 4'-6" 4-83,_1" 34 J 2528 B 5'-8"d 34 J 27,q B - - - - - 4-8",,_�" 34 J 24,E B 12-� 0 34. J 322A E _a" ,,,,, * 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. POST SPACING TABLE LIVE LOAD' PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 412612011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DUPRODUCTS, INC. SCALE: NONE AND ATTACI{E.p AND ATTACHED HORIZ WIND � 8289 ALPINE AVE.. SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 10 N L.L 110 MPH 90.100 & 110 MPM (918) 452-7021 FAX 403.1519 salas@dmalum.com SHEET 20 OF 33 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. DBL. 2"x6.5"x.032" BEAM / DBL. 3"x8"x.042" BEAM '3"x8" BEAM WINSERT DBL. 3"x8" BEAM IAPMO ERN 0185 DATE:: NON 1/ SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAM 0,20830 paf 10.20 & 30 DURALUM PRODUCTS, INC. EACH w/ A 3"x8" STL. INSERT > p MAX COL ATTACHED MAX POST FREESTAND ATTACHED 5 0 MAX.POST MAX.POST EESTAND ATTACHED MAX.POST FREESTAND ATTACHED POST FREESTAND m— 3 SPACING SPACING FOR DBL. FOR 3" x 8'ING SPACPOSTING G FTG MIN SPACING FTG MIN. FTG MIN. m_— 3 . MIN. FTG. MIN. FTG MIN FTG MIN.CAN FTG MIN ON SSPALAB* 2'x8.5'x.032' BEAM rFTG .) POST (IN') ( (IN') POST (IN') k2l' (IN') POST (IN') POST (SPAN) (IN.) POST POST (IN') TYPE TYPE TYPE TYPEPOST TYPE TYPE TYPE TYPE 4' 17'-0" 11'-8" 11'-10" 1 H 20 B 16'-8" 34 H 23 B " 36 H 25 B- 30'-8" 40 H 28B4, '8"'"22 14'-1" 24 8'-4" 27 25'-11" 30 5' 13'-7„ 10'-5" 10'-7" 30 H 21 B 14'-11" 33 H 23 B 19'-5" 35 �"� 26 B 27'-5" 39 H 29 B 5, 8'-10" 8'-11" 23 12'-7" 25 16'-5" 28 23'-2" 31 E 6' 11'-4" 9-7'. 9.8" 29 H 2123 B 13'-8"11,.6" 32 H 2426 B 1714'-11" 34 H 25' 2628 B 38 H 3032 B 6, 8-1" 8-2" C 21'-2" E 7' 9'-8" 8'-10" 8'-11" 29 H 2224 , B 12'-710'-8" 31 H 2 27 B 16-5" H 27 B 23'-2"19'-7" 37 �-{ 3 33 B 7, 7 5" 7'�" '-10" 29 C E 8' 8'-6 , 8'-3" 8'-4" 29 H 23 B 11'-100,_0„ 31 �"� 25 B 15' 2,-11" 33 H 28 B 21'-8a 36 H 3133 -t!-E— 8, 7'-0" 6'-10" 24 7 0 E �" 9' 7'-7" 7'-10" 7'-10" 30 H 23 B 11'-29,_5^ 30 H 2628 B 14'_6"2,_2„ 33 H 20'-67-3" 2 30 B 36 H 3234 E 9' 6'-6" 6'-1" 25 E F 10' 6'-9" 7-2 7'-6 31 H 2325 B 10'-78'-11" 31 H 26 B 13'-9';,-7" 32 H 29 B 19'5"16.5„ 35 H 3235 E 10, 5'-11" 5'_5" 8 1 E F 11' 6'-2" 6'-6" 7--1" 31 �„� 24 B 10'-1" 31 H 27 B 13'-1" 32 H 29 B 18'-6" 35 H 33 E 11' 5'-4" 4'-11" 26 8'-6" 29 11'-0" 31 E 15'-7" 35 F 12' S'-8" 5'-11114'-11" 6'-10" 32 24 9-8 32 H 2 B 12'-6"0,_7" 32 H 3 32 B 17,14'-11" 34 H 3336 E 12, 4,_6" 6 .B 8,_2" 29 E F 13' 5'-2" 5'_6" 6'-3" 33 J 24 B 9'-3" ,_ „ 33 J 27 B 12'-0" 33 J 30 B 17'-0" 34 J 34 E 13' 4'-6" 4'-2" 26 7 10 30 10:-2" 32 E 14'-4" 36 F 4'-10"'-2" 5'-10" 33 J 25 B 8'-11" 33. J 28 B 11-7" 33 J 30 B 16-5" 34 34 E14' 1415' 3'-11•, P�T-1 27 7'-6„ 30 9'-9„ 33 E 13,_10„ 37 F 4'-6" 5'-5"3'-8, 34 J 125 B 8,_7,,.7,-3" 34 2 30 B 11'-29'_5" 34 J 3133 B 15'-13," 34 J 3 37 E 15' 1" 7 E F * 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. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B $ C. SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0185 DATE:: NON 1/ SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 0,20830 paf 10.20 & 30 DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (951) 741.2107 AND ATTACHED 10#I i 110 MPH HORIZ. WIND m 90,100 8 110 MPH 8288 ALPINE AVE., SACRAMENTO. CA 95826 (916) 452-7021 FAX 403.1519 sales Qdurelumtom SHEET 21 OF 33 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM POST SPAVIN. TABLE FREESTANDING >_ RALUM PRODUCTS, INC. 1PA MAG BEAM CALE: NONE REVISED BY RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 20 N L.L 110 MPH HORIZ.WIN MPH 8289 ALPINE AVE., SACRAMENTO, CA 95828 (916) 452-7021 FAX 403sa)es@duralum.cam SHEET 22 01 11 tQ p MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING PACING S(SPAN) SPACING N SSPAING FTG. MIN- h� ON SLAB* (SPAN) ING' POST POST (SPRING (NG' POST (,NG' POST (IN.) POST (,NG' POST (NG' POST (,NG' POST SING' POST �,N' POST TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE 4' 8'-11" 10'-5" 31 II 19 B 12'-2" 32 H 20 B 10'-1 31 H 19 B 9'-6" 30 H 18 B 20'-s" 36 H 24 F 9'-9.. 21 11'-4" 23 10'_2.. 22 9'-1,. 21 19'-2" 27 5' 7'-1" 9'-4' 30 H - B 10'-11" 31 H 21 B g'_9,. 30 H 20 B e'-10" 29 H 1; B 18'-4" 35 H 25 F 8 -B" 22 10'-1" 23 9'-1 23 B -4" 22 17'-2" 28 6' S'-11" 8-67'-10„ 29 H 2123 B 9'-88.5„ 30 H 2224 g 8' 1 1.1 29 H 2123 g 8'-2"7._B" 29 H 2023 B 16'-95._8., 34 1 H 2629 F 7.-10" %' 5'-1" 7'-10". 29 H 21 g 8'-3" 30 H 22 B 8'-3" 29 H 21 B 7'-7" 28 H 21 B 15'-6" 34 H 26 F 6 -8" 24 7'-3" 25 6'-8" 24 6'-8" 23 14'-6" 29 8' 4'-5,. 7'-4" 29 H 22 g 7'-3" 29 H 23 B 7'-B" 29 H 22 B 7'-1" 29 H 21 B 14'-6" 33 H 27 F 5'-10" 24 6'-4 25 5'-10' 24 5'-10" 23 13'-6" 30 9' 3'-11" 6'-11" 30 H 22 B 6'-5" 30 H 23 B 7'-3" 30 I-) 22 B 6'-8" 30 H 21 B 13' 8" 33 H 27 F 5'-2" 25 5'-7" 26 5'-2.. 24 5'-2" 23 2'-9" 12'-9- 31 10' 3'-6" 6-7" 6-7 31 H 22 B 5'-9"5.1" 31 I.I 2326 B 6-11x._8.. 31 H 2224 B 6-4 31 H 2123 B 13'-0"2,-1.. 32 H 2831 F 4'-8" 5 x,_8" 11' 3'-2" 6'-3 4'-3" 31 J 23 B 5'-3" 31 J 24 g 6'-5" 31 J 22 B 6'-0" 31 J 21 B 12'-4"1.�.. 32 J 2832 F 25 4'-7 " 27 4'-3" 24 4'-3" 23 12' - 5'-10" 32 J 23 B 4'-10" 32 J 24 B 5'-10" 32 J 22 B 5'-9" 32 J 21 B 11'-10" 32 J 29 F 3'-11.. 2g 4'-2" 27 3'-11" 24 3'-11" 23 10'-5" 32 13' - 5 -5 33 J 23 g 4'-5" 33 J 24 B 5'-5" 33 J 22 B 5'-5" 33 J 21 B 11'-0" 33 J 29 F 3'-7" 26 3'-11" 27 3'-7" 24 3'-7" 23 9._7" 32 14' - 5'-0" 33 J 24 B W-2" 33 J 25 B 5'-0" 33 J 22 B 5'-0" 33 J 21 B 10'-2" 33 J 29 F 3,�" 26 3'-7" 28 3'-4" 24 3'-4" 23 8'-11., 33 15' _ 4-8" -3._1.. 34 J 2427 g 3'-103 34 J 2 g 4,_8,.3.1.. 34 J 2224 g 4'-8" 34 J 21 B 9'-6" 34 J 30 F _x" 28 3_1" 23 8'-4" 33 * 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. SOLID LPIE LDAD TIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 42612011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPAVIN. TABLE FREESTANDING 10, 20 8 30 Psf RALUM PRODUCTS, INC. 1PA CALE: NONE REVISED BY RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 20 N L.L 110 MPH HORIZ.WIN MPH 8289 ALPINE AVE., SACRAMENTO, CA 95828 (916) 452-7021 FAX 403sa)es@duralum.cam SHEET 22 01 11 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID DBL. 2"x6.5"x.032" BEAM / DBL. 3"x8"x.042" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM DATE; 4!1812011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING >. DURALUM PRODUCTS, INC. 1(916)452-7021 3"x8" BEAM EACH w/ A 3"x8" STL. INSERT SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND 5 p MAX.COL. ATTACHED MAX.POST FREESTAND ATTACHED rj o MAKPOST MAX.POST FREESTAND ATTACHED 00 3 SPACING SPACING SPACING FOR DBL FOR 3' x B' SPACING SPACING MIN. SPACING MIN. MIN. FTG. FTG. FTC'' 'D 3 FTG• MIN. FTG. MiN. FrG' MIN. �C'' MIN. FTC'' MIN. ON SLAB * ' (IN•) POST (IN') POST (SPAN) (IN') POST (IN') POST (SPAN) (IN') POST POST (SPAN) POST POST (IN') (IN') (IN') 2'x8.5'x.032' BEAM TYPE TYPE. TYPE TYPE TYPE TYPE TYPE TYPE 4' 8'-11" 9'-8" 9 "9^ 30 H 1921 B 13:2,-10" 33 H 2124 B 17'-16,-8„ 35 H 23 C 26-31"23'-7" 39 H 2 29 F 4' 9•-0„ 9,_1„ 6 E 5' 7'-1„ a'-7" a'-8" 29 H 20 B 12'-41 32 H 2224 B 1s"14'-11„ 34 H 24C 22'-21,_1" 38 H 2730 F 5, s'_1" 8.1" 2 6" E 6' 5'-11„ 7'-10"7-0. 7'-11" 29 H 2023 B 11'-19,-s, 31 H 225 B 14'-;'3,_8„ 34 H 25 C 20-89,-3" 37 H 2 F 6- 7,_5„ 28 E 31 7' 5'-1" 6'-11" 7'-4" 28 H 21 B 10'-5" - " 31 H 23 B 13'-6" 33 �„{ 25 C 19'-1" 36 H 2a F 7' 6'-0" 6'-10" 23 9'-9 26 12'-7" 28 E 17'-10" 32 8' 4'-5.. s'-1" 6'-10" s,_5,. 29 H 2124 B 9'-9" 30 H 24 B 12 =8' 32 H 17 22s E 35 H 2 32 F 8' -3" 9,_1„ s 10" . E 1 s' -e" 9' T-11" 5'-5,. 8.6„ „ 30 H 22 B 9'-2" „ 30 H 24 B 11'-11" 32 H 26 E 16'-10" 35 30 F 9' 24 8'-7 .27 11'-2" 30 E 15'-9" 33 10' 3'-6" 4'-10"4-3" 6'-1" 31 H 2224 B 8'-8"8,_1„ 31 H 25 B 11'-4"0,-7, 31 H 2730 E 16-14'-11„ 34 H 3 34 F 10' 5,�„ 27 F 11' 3'-2.. 4'-5" '-10" 5'-7" 31 J 2225 B s'-3"7._9„ 31 J 25 B 10'-90-1" 31 J 15 2731 E 34 J 3134 F 11' 4'-10" 28 F 14'-3,. 12' _ 4 -0 5' -1 32 J 2325 B 7'-117._5" 32 J 2528 B . 10 -49,_8" 32 2 E 14, 34 J 31-5 F 12' 3'-6" 4,_5" .J 31 F 13'-8" , 13' - 4-8" 33 J 226 B 7'-6"7-1" 33 J 2 29 B 9'-119,_3" 33 J 14'-03,_1„ 23, E 33 J 3135 F 13' 4.1" F 14' - 4'-4 ff3" 33 J 23 B 7 -4'6.-10,. 33 J 2 B 9'-78'-11„ 33 J 2 E 13-6 33 J 32 g6 F 14' 3'-10" 28 29 32 F 2,_7" 15. - 4'-1„ 34 J 2 26 B 7'-1 "6,_8„ 34 J 2629 B 9'-3"8 34 J 29 E 13'-l"12,_2" 34 J 3 36 F 15' -,_7,. -7 2 F * 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. FOOTNOTE: "SAMPLE" NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZEFIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. f�]_ SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE; 4!1812011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 paf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 20 N L.L 110 MPH HORIZ WIND 80,100 8110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 95828 FAX 403.1518 aalas@duralum.com SHEET 23 OF 33 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. 6.5" ROLLFORM / 4" I -BEAM 4.5 / MAG GUTTER 0261`2011 DATE:: 3" SQ. STEEL BEAM 7" I -BEAM DURALUM PRODUCTS, INC. >_ IAPMO ERN 0195 MAG BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING HORIZ WIND - 1 8288 ALPINE AVE., SACRAMENTO. CA 95828 1(918)452-7021 REVISED BY: RANCHO CUCAMONGA CA (951) 741-2107 AND ATTACHED 30 9 L.L. 110 MPH F_ MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED I— SPACING ON SLAB* SPACING (SPAN) SPACING SPACING SPACING (SPAN) SPACING (SPAN) [17'16''=11 FTG POST FTG. N. MIN. FTG. MIN. POST FTG. MIN. POST(SPAN) �G MIN. FfG. MIN. FTG. MIN. FTG. MIN• FTG MIN. FTG. MIN. (IN.) (IN.) POST(SPAN) (IN.) (IN.) (IN.) TOPE (IN.) POST (IN.) ITYPE ST (IN.) POST (f N.) (IN.) TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE 4' 6'-2" 910.. 30 J 1821 B 10'-9'-10„ 31 J 1922 B 9'-5"9, 30 J 1 B 8'-7'8 29 J 1 B 35 J 2326 F 8, 7,. 0„ 21 -3„ 21 ^ 5' 4'-10" 8 1 „ 29 J 19 B18'-8"_---30 J 20 B 8'-5" 29 J 19 B 7'-9" 28 J 19 B 15-11 34 J 24 F 7-8 21 7'-11" 22 8'-1" 22 7'-5" 22 15'-2" 27 6' 4'-0" 7-4"-7' 28 J 2022 B 7'-3"6,_7" 29 J 2123 B 7'-9"7,4" 28 J 2022 B 7'-1"6,_9„ 28 J 2023 B 143,-10" 33 J 2427 F 0" 7' 3'-6" 6'-10", 28 J 20 B 6'-3" 29 J 21 B 7'-2" 28 J 20 B 6'-7" 28 J 21 B 15,-6" 33 J 25 F 6 -6' 23 5'-8" 24 6'-8" 22 6'-3" 23 14'-6" 28 8' 6'-4" 29 J 21 B 5'-5" 29 J 22 B 6'-8" 29 J 20 B 6'-2" 29 J 21 B 13'-5" 32 J 26 F 5'-10" 23 4'-11" 24 5'-10" 22 5'-10" 23 12'-9" 29 9' _ 6' -O 30 J 21 B 4'-10" 30 J 22 B 6 -4^ 30 20 B 5'-9" 30 J 21 B 12'-7" 32 J 2s F 5'-2" 24 4'-5" 25 5'-2" ,J 22 5'-2" 23 12'-0" 29 10' _ 5-8" 31 J 21 B 4'-4" 31 J 22 B 6'-0" 31 J 20 B 5,_6„ 31 J 21 B 11'-10" 31 J 27 F 4'-8' 24 3'-11" 25 4'-8" 22 4'-8" 23 10'-10" 30 11' - 5' -5 31 J 22 B 3'-11" 31 J 23 B 5'-8" 31 J 20 B 5'-3" 31 J 21 B 10'-9" 31 J 27 F 4'-3" 24 3'-7" 26 4'-3" 22 4'-3" 23 9'-9" 30 12' - 5-2" 32 J 22 B 3'-7"_---32 J 23 B 5,_5„ 32 J 20 B 5'-0" 32 J 21 B 9'_9„ 32 J 27 F 3'-11" 25 3'-3" 26 3'-11' 22 3'-11" 23 8'-10" 31 13' - 5 -0 33 K 22 B 3 -4 33 K 23 B 5'-3" 33 K 20 B W-10" 33 K 21 B 8'-11 " 33 K 28 F 3'-7" 25 3'-0" 26 3'-7" 22 3'-7" 23 8'-1" 31 14' - 4'-10" 33 K F257 B 3'-1" 33 K 24 B 5'-0" 33 K 20 B 4'-8" 33 K 21 B 8,_3„ 33 K 28 F 3'-4" 2'-10" 27 3'-4" 22 3'-4" 23 7'-6" 32 * 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B El FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: 0261`2011 DATE:: POST SPACING TABLE 10, 20 R 30 psi DURALUM PRODUCTS, INC. IAPMO ERN 0195 NON SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING HORIZ WIND - 1 8288 ALPINE AVE., SACRAMENTO. CA 95828 1(918)452-7021 REVISED BY: RANCHO CUCAMONGA CA (951) 741-2107 AND ATTACHED 30 9 L.L. 110 MPH 90. 100 & 110 MPH FAX 403-1519 sales®duralum.com SHEET 24 OF 33 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID. PATIOS / COMMERCIAL 12' OR LESS EXP.B&C TRIBUTARY 90 MPH 100 MPH DBL.2"x6.5"x.032" BEAM DBL. 3"x8"x.042"BM EXB&C 3"x8" BEAM WINSERT DBL. 3"x8" BEAM 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x >_ 18 DEEP OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT >- 4'-0" SQ x 4'-7" SQ x FREESTAND ATTACHED MAXPOST FREESTAND 18" DEEP 5 5 p MAX.COL. ATTACHED MAX POST FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHEDMAX.POST SPACING SPACING SPACING FOR DBL. FOR 3- x 8' SPACING CING SPAN) MIN SPACING MIN. MIN fTG. FTG,pOST �C''POST FTr' MIN. �C''POST MIN. �C'' MIN �C'' MIN. POST �C'' MIN ON SLAB * 2'x6.5'x.032' BEAM (IN) pOST TYPE (IN') TYPE (SPAN) (IN) POST TYPE (IN•) TYPE [,S(,PA (IN') pOST TYPE (SPAN) POST (IN') TYPE (IN') TYPE (IN') TYPE 4' 6'-2„ 8'-4" 8'5 29 J 1820 B 11-;;,x" 32 J 2023 B -6 4,_9" 34 J 2225 C 21--120'-10" 37 J 25za F 4' 7-11„ 8,�" E 5' 4'-10" 7'-4" 7'-7" 28 J 16 B 10'-8" 31 J 21 B 13'-10" 33 J 23 C 19'-7" 36 J 26 F 5'' 6'_7" 7'-2" 21 10'-2" 24 13'-2" 26 E 18'-8" 29 6' 4'-0" -1 6'-11" 6'-I:__-- 28 J 1 22 B 9'-9"9,-3" 30 J 2224 B 12'-8'2,-1" 32 J 2 C 17'-11"17'-0" 36 J 2630 F 6, 5'-6" 6,_7" 27 E 7' T-6•, 5'-3" 6'-5" 28 J 2022 B 9'-0" 30 J 2225 B 11'-9'1,-2" 32 2427 C 16'.715'-9" 35 J 27 F 7' 4'-9" 5'-11" 8,_7" .J E 31 8' 3'-1" 4'_7„ 5'-9" 29 J 2023 B 8'-5"8, 29 J 2 25 B 10'-110,_5„ 31 25 E 151�14,_g„ 34 J 2831 F- 8' 4,_1" 5'-2" 0" .J 28 E 9' _ 4'-1" 5-2 30 J 21 B 7'-11" 30 J 23 B 10'-4" 31 J 25 E 14'_7"- 34 J 28 F 9' S-8" 4'-8" 23 .7'-7" 26 9'-10" 28 E 1311" 32 10' - 3'-8" 4'-7" 31 J 21 B 7'-6" 31 23 B 9'-10" 31 J 26 E 13'-10" 33 J 29 F 10' 3,4„ 4,_2„ 2a T.2" 26 9, „ 26 F 13'-2" 32 11' - 3'-4" 4'-2" 31 J 21 B 7'-2" 31 J 24 B 9'-4" 31 J 26 E 13'-3" 33 J 29 F 11' Y -O" T-9" 24 s'-10" 27 8'-11° 29 F 12'-7" 33 12' - 3'-1" T-10" 32 J 22 B 7'-11" 32 J 24 B 8'-11" 32 J 26 E 12'-8" 32 J 30 F 12' 2'_s" 3'-s" 24 6'-7" 27 8'-6" 29 F Zr 33 13' - ' 2'-10" 3'_7" 33 K 22 B 6'-7" 33 K 24 B 8'-7" 33 K 27 E 12'-2" 33 K 30 F 13, 2'-6" 3'-2" 25 6'-4" 28 8'-2" 29 F 11,-7; 34 14' 2' -T'__ --j 33 K 2 B s -45'-11" 33 K 2 B 8'-37'-11 ° 33 K 2 E 11.91-2 33 K 3034 F 1 14 - 2,3,-4„ 3, 0„ 25 28 29 F * 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 ALTERNATE FREESTANDING FOOTING 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" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. TRIBUTARY 90 MPH 100 MPH 11OMPH. WIDTH EXB&C EXB&C 118"DEEP EXB&C 10' OR LESS 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 18 DEEP ISED BY: 18 DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 18" DEEP 18" DEEP 18" DEEP FOOTNOTE: 'SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. WN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD " PATIO COVER SYSTEM AS MFG. BY: ERp 0195 1 FSC-ALE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACINGTABLE FREESTANDING:NONE 10,208 30 Paf I DURALUM PRODUCTS, INC.IAPMO 1(916)452.7021 ISED BY: RANCHO CUCAMONG0. CA 951 741.2107 ( ) AND ATTACHEDHORIL 30 # L.L. 110 MPH WIND 90,100 & 110 MPH 8289 ALPINE AVE., SACRAMENTO. CA BSB28 FAX 403.1519 sales@duralumcom SHEET 25 OF 33 1 10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C j * 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 6” 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. DRAWN BY: E.N. 3" SQ. 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 = � OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT DATE: dnenoll MAX.POST FREESTAND ATT. MAX.POST o MAX.COL. FREESTAND ATT. MAX.POST MAX.POST FREESTANO ATT. MAX.POST FREESTAND -ATT. FREESTAND ATTACHED MAX.POST o m — 3 SPACING SPACING SPACING FTG. SPACING SPACING MIN. MIN. SPACING MIN. SPACING MIN. MIN. �C'' FTG. FOR DBL. FOR 3" x 6' FTG• �C' �C'' �G FTG. fir' m FTG. MIN. 1- ON SLAB* (SPAN) (IN.) POST (SPAN) (IN.) (IN.) POST (IN.) 2"x6.5°x.032" BEAM (IN.) POST (SPAN) POST (SPAN) POST POST (IN.) (IN.) (IN.) (IN.) (IN.) TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-2"1'-9, 29 G 1416 20'-019 33 (� 1618 14' 013'-4" 14-2"-13,-6" 30 G 1416 26 35 (7 1 36 39 G 2 23 B 4' -1" 24,-10" 20 35'-1" 5' 13'-7" 11 28 (� 14 17'-11" 32 G 17 12'-6" 12'-8" 29 G 15 23'-3" 34 G 18 32'-11" 37 G 21 B 5, 10-11" 16 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 G 19 30'-0" 37 G 21 B 6, 10'-4" 17 15'-7" 20 10'-11" 11'-0" 18 20'-3" 22 28'-8" 24 E 7' 9'-8" 10'-1" 27 G 15 15'_2„ 31 G 18 10'-7" 10'-a" 28 G 1s 19'-s" 33 G 20 27'-10" 36 G 22 B 7, 9'-9" 18 14'-5" 20 10'-1" 10'-2" 18 18'-9" 22 26'-6" 25 E 8' 8'-6" 9'-8" 27 G 16 14'-2" 30 G 18 9'-11" 10'-0" 27 G 16 18'-5" 32 G 20 26'-0" 35 G 22 B 8, 9'-4" 18 13'-6" 21 9'-5" 9'-6" 18 17'-6" 23 24'-10' 25 E 9' 7'-7" 9'-3" 27 G 16 13'-4" 30 G 19 9'-a" 9'-5" 27 G 17 17'-4" 32 G 20 24'-6" 35 G 23 E 9' 9'-0" 19 12'-9" 21 8'-11" 9'-0" 19 16'-6" 23 23'-5" 26 F 10' 6'-9" 9 0 , 27 G 17 12'-8" 29 G 19 8'-1o" 8'-11" 27 G 17 16'-5" 31 G 21 23'-3" 34 G 23 E 10' 8-8" 19 12'-1" 21 8'-5" 8'-6" 19 15'-8" 24 22'-2" 26 F 11' 6'-2" 8-8" 28 G 17 12'-1" 29 G 19 S'-5" 8'-6" 28 G 17 15'-8" 31 G 21 22'-2" 34 G 24 E 11' 8'-4" 19 11'-6" 22 8'-1" 8'-2" 19 14'-11" 24 21'-2" 27 F 12' S'-8" 8' -5" 29 G 17 11'•7" 29 G 19 8'-1" 8'-2" 29 G 1'-0" H2O 31 G 21 21'-3" 33 G 24 E 12' 8'-0" 20 11'-0" 22 7'-9" 7'-9" 14'-4" 24 20'-3" 27 F 13' T-2" 8' -1 "7, 29 H 1820 11'-1 29 H 2022 7 -9° 7'-10"7,-6" 29 H 1820 14'-13'-9" 30 H 2 25 20'-5j"9'-5" 33 H 2428 E 13' 8„ 0 -7" 7,-2" F 14' 4'-10" 7 -9 30 H 1820 10-810,-2" 30 H 2 7 �" 7 7" 30 H 1820 13 30 H 2 25 19'-8'8 33 H 2 - E 7._5" 23 6'-8.. 7,_3„ 13'-3" 9., F 4'-6" 7.6 31 H 182110-49'-10„ 31 H 2 6'-10„637,�„7,_p„ 31 H 1820 1312''-10, 31 H 2 25 19'-0'8,-1„ 32 H 2 28 E d1415' '„ 23 F * 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 6” 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. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: dnenoll POST SPACING TABLE 10, 20 630 Psf DURAIUM PRODUCTS, INC. IAPMO ER# 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED HORIL WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 26 OF 33 REVISED BY: RANCHO CUCAMONGA- CA (951) 741-2107 10 p L.L. 8C MPH 90,100 8110 MPH (916) 452.7021 FAX 403-1519 setas®duwlum.eom 10# L.L. 100 MPH FREESTANDA 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 6* 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 & C. DRAWN BY: E.N. 3" SQ. STEEL BEAM . DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINS RT DBL. 3"x8" BEAM PATIO COVER SYSTEM AS MFG. BY: > IAPMO ERN 0195 OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT } 1D. 20 a ao paf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE REVISED BY: RANCHO CUCAMONOA, CA (931) 741-2107 AND ATTACHED 10 #LL. 100 MPH HORIL WIND = 90, 100 & 110 MPH F o MAX.COL. MAX.POST FREESTAND ATT. MAXPOST FREESTAND ATT. MAXPOST MAXPOST FREESTAND ATT. FREESTAND *ATT. FREESTAND ATTACHED MAXPOST MAXPOST o m 3 SPACING SPACING SPACING FTG. SPACING SPACING FTG. FTG. FOR DBL. FOR 3' x 8" SPACING FTG• MIN �C'' �C'' �G' FTG. POST FTC'' m 3 FTG. ON SLAB* (SPAN) (IN.) POST (SPAN (IN.) (IN.) MOST (IN.) 2"x6.5*x.032" BEAM POST (SPAN) POST (SpCANG POST (IN.) (IN.) (IN.) (IN.) (IN.) (IN') TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-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" 19 11'-0" 13'-1" 17 24'-0" 21 34'-0" 24 5' 13'-7" 11'-2" 30 G 15 17'-s^ 33 G 18 11'-11" t2'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G 22 B 5' 10'-9" 17 16'-6" 20 9'-10" 11'-8" 18 21'-6" 22 30'-5" 25 E 6' 11'-4" 10'-s" 29 G 16 16'-0" 33 G 19 10'-10" 11'-4" 30 G 17 20'-9" 35 G 20 29'-4" 38 G 23 B 6, 10'-1" 18 15'-1" 21 9'-0" 10'-8" 19 19'-7" 23 27'-9" 26 E 7' 9'-8" 29 G 17 14'-10" 32 G 19 10.1 1o' -s^ 29 G 17 19'-3" 34 G 21 27'-2" 38 G 23 B �, 9'-7" 19 14'-0" 21 8' 4" 9'-11" 19 18'-2" 23 25'-8" 26 E 8' 8'-6" 9.6„ 2g G 17 13'-1 31 G 20 9'-5" 9'-9" 29 G 17 18'-0" 34 G 21 25'-5" 37 G 24 8' 9'-2" 19 13'-1" 22 7'-9" 9'-3" 19 17'-0" 24 24'-0" 27 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 qE 9' 8'-10" zo 12'-4" 22 7'-4° 8'-s° 20 1 s' -o" 24 22'-8" 27 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 10, 8'-6" 20 11'-8" 23 7'-0" 8'-3" 20 15'-2" 25 21'-s" 28 F 11' 6'-2" 8'-7" 30 H 18 11'-10" 30 H 21 8'-0" 8'-4" 30 H 18 15'-4" 32 H 23 21'-8" 35 H 25 E , 11 8._1.. 20 11'-2" 23 s'-8" 7'-11" 21 14'-6" 25 20'-s^ 28 F 12' 5'-8" 8-3^ 30 H 19 11'-4^ 30 H 21 7'-8" e'-0" 30 H 1-- 14'-8" 32 H 23 20'-9" 35 H 26 E 12, 7'-9" 21 10'-8" 23 6'-4" 7'-7" 21 13'-10" 26 19'-7" 29 F 13' 5'-2" 7'-117 31 H 1 s21 10'-10 0'-3 31 H 2124 7'-5" 7 -8" 31 H 1 14'- 32 H 2326 19 11 35 H 2629 E 13, s 6 -1 " 7•-3" 21 3'-4" 18'-10" F 14' 4'-10" 7-7 32 H 1921 10'-69'-11" 32 H 2124 7 0 7-5" 32 H 1921 1312'-10„ 32 H 2326 1 34 H 2629 E 14, 7'-2, 5'-11" ;,_0„ 118'-2^ F 15' 4'-6" 7--A-1 �6'-11 „ 32TW 1 10 -1 "9 32 H 2 24 6 _s 7 -2 32 H 1922 13 12'-5,. 32 H 2427 18' 17'_s" 34 H 2730 E 15, 22 -6^ 5'-8" 6'-9^ F * 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 6* 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 & C. DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: aaen011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 1D. 20 a ao paf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE REVISED BY: RANCHO CUCAMONOA, CA (931) 741-2107 AND ATTACHED 10 #LL. 100 MPH HORIL WIND = 90, 100 & 110 MPH 9289 ALPINE AVE., SACRAMENTO, CA 95928 FAX 40}1519 galea®Curalumcom SHEET 27 OF 33 1 10# L.L. 110 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -ja FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. 3" SQ. 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 COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT >- MAX.POST FREESTAND ATT. MAX POST rI= p MAX.COL. FREESTANO ATT. MAX.POST MAX.POST FREESTANO ATT. FREESTAND 'ATT. MAX.POST FREESTAND ATTACHED MAX POST j p m - SPACING SPACING FTG SPACING SPACING SPACING FTG MIN FTG. FOR DBL. FOR 3" x 6" FTG. MIN. FTG SPACING FTG MIN. FTG SPACING FTG MIN. FTG.MIN. _ FTG. MIN. I- ON SLAB * (SPAN) (IN) POST (IN) (SPAN) (IN) POST (IN.) 2"x6.5"x.032" BEAM POST (SPAN) POST (SPAN) POSTPOST (IN') (IN.) (IN.) (IN.) (IN.) (IN') �- TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 11'-9'1,-3" 31 G 1618 19'-17'-10" 36 H 1821 12'-1"9-10 13'-6"12,-7" 33 H 1618 24' 38 H 2023 35'-32.9" 42 H 2325 B 4, 23'-2„ 5' 13'-7" 10'-11" 31 G116 -17* -1" " 35 H 19 1o'-10" 12'-1" 32 H 17 22'-2" 37 H 21 31'-4" 41 H 24 B 5, 10'-5" 18 15'-11 22 8'-10" 11'-3 " 19 20'-8" 24 29'-3" 26 E 6' 11'-4" 1U�, 3p G 17 15'-7" 34 H 20 9'-10" 11'-0" 31 H 18 20'-3" 37 H 22 28'-8" 40 H 24 B 6, 9-10 19 14'-6" 22 8'-1" 10'-3" 20 18'-11" 24 26'-9" 27 E 7' 9'-8" 9'-9" 30 G 18 14'-5" 33 H 20 9'-2" 10'-2" 30 H 18 18'-9" 36 H 22 26'-6" 39 H 25 B 7 9,�„ 20 13'-5" 23 7'-5" 9'-6" 20 17'-6" 25 24'-9" 28 E 8' 8'-6" 9'-4" 30 C7 18 13'-6" 33 H 21 8'-7" 9'-6" 30 H 18 17'-6" 35 H 23 24'-10" 38 �"{ 25 B , 8 8'-11„ 20 12'_7" 23 7'-0" 8'-11" 21 16,x„ 25 23'_2„ 29 E 9' 7'-7„ 91_01, 30 G 19 12'_9" 32 H 21 g_1„ 9'.0^ 30 H 19 16'-6" 35 H 23 23'-5" 38 H 26 E 9, 8'-7" 21 11'-10" 24 6'-7" 8'-5" 21 15'-5" 26 21'-10" 29 F 10' 31 (, 19 12'-1" 32 H 21 7'-8" 8'-6" 31 H 19 15'-8" 34 H 24 22'-2" 37 H 26 E 10' 8 -2" 21 11'-3" 24 6'-3" 8'-0" 22 14'-B" 26 20'-8" 30 F 11'7'-10" 31 H 19 11'-6" 31 H 22 7'-3" 8'-2" 31 H 19 14'-11" 34 H 24 21'-2" 37 H 27 E , 11 22 10'-9" 24 5'-11" 7'-7" 22 13'-11" 27 19.9„ 3o F 12'7, " 32 H 20 11'-0" 32 H 22 7'-0" 7'-9" �") 20 14'-4" 33 H 24 20'-3" H 27 E , 12 6„ IV 22 10'-3" 25 5'-8" 7'-3"32 22 13-4„ 2718'-11"37 31 F 13' 33 H 2023 10'-7"9 33 J 225 6 -8 7 -6 33 J 2 13.2'-10"33 J 2 28 19'- e,_2" 36 2831 EF13, 7 -2 10" 5'_6„ 7,_0„ 22 14'g'-11" 33 H 223 10'-2"9,-6„ 33 J 2 6'_5" 7 -3" 33 J 2 13 J 2 18 -9"7,_6" 36 J 231E 14' 25 5'-3" 6,-9" 23 12,x„33 28 F 15'"g'-5" 34 H 2123 9'-10"9--2„ 34 2326 6-3" 7-0 34 J 2023 12' 34 j 2528 18'"16-11" 35 2832 E 15, 5'-1" 6, 6" 1 10'-11" F * 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -ja FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 4/262011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 630 pal DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONOA, CA 951 747-2107 ( AND ATTACHED 10gl.l. 110 MPH HORIZ. WIND = 90. 1006110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95828 (918(452-7021 FAX403-1519 sales@du�alum.com SHEET 260E 33 I 20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO /.COMMERCIAL 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. 3" SQ. STEEL BEAM- DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT -DBL. 3"x8" BEAM PATIO COVER SYSTEM AS MFG. BY: } IAPMO ER# 0195 OATE:42872011 SCALE: NONE OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT } DURALUM PRODUCTS, INC. [916)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (951 741-2107 ) AND ATTACHED 20 # L.L. 110 MPH HORIZ WIND - 90, 100 &110 MPH 289 ALPINE AVE., SACRAMENTO, CA 95928 FAX 40}1518 seles@dursh,m.mm H o MAX.COL. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. FREESTAND ATTACHED MAX.POST MAX.POST o m- 3 SPACING SPACING SPACING �C'' SPACING SPACING MIN FTG. FOR DBL. FOR 3' x 8' fir'' FTG• MIN. SPACING MIN SPACING MIN. MIN. fir'' ��' �C'' �C'' FTG. m- 0:3: �G' MIN f ON SLAB* (SPAN) (IN.) pOST (SPAN) (IN.) (IN.) POST (IN.) 2'x6.5"x.032' BEAM POST (SPAN) POST (SPAN) POST POST (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) I - TYPE TYPE TYPE TYPE TYPE TYPE 4' 8'-11" 9'-10^ 30 H 15 14'-6" 34 H 14 10'-2" 10'-3" 31 H 17 18'-1 36 H 18 26'-7" 40 H . 21 F 4' 9'-9" 17 14'-4" 16 9'-10" 10'-2" 19 18'-8" 21 26'-4" 24 5' 7'-1" 9,_1„ 30 H 15 12'-11" 33 H 15 9'-1" 9'-2" 30 H 17 16'-10" 35 H 19 23'-10" 39 H 21 F 5' 9'-1" 18 12'-10" 17 8'-10" 9'-1" 20 16'-8" 22 23'-7" 25 6' 5'-11" 8'-7" 29 H 16 11'-10" 32 H 15 8'-3" 8'-4" 29 H 18 15'-4" 35 H 20 21'-9" 38 �'I 22 F 6' 8,_6„ 18 11'_9„ 18 g'_1„ 8,_3., 21 15'-3,. 23 21,_6" 25 7' 5'-1" 5-07'-11„ 29 H 1619 10-10'-10" 32 H 1618 7 8 7'-9 29 H118,21 14'3"14'-1" 34 H 2023 250:21"'._11„ 37 H 2 F 7' 7, 5, 7,_3„ 26 8' 4'-5" 7' S„ 29 H 1719 10'-310,-2" 31 H 1618 6,_g„ 7,_3" 29 H 1922 13'-4"3,_2„ 33 H 2124 18 36 H 2327 F 8, 7,_5„ 6 -7" 7'-2" 18'-8" 9' 3'-11,. 7'-0" 30 �„� 1720 9 -8" 31 H 1619 6'-01_---16'-10" 30 H 1 22 12'7"Z-5- 33 H 2124 17'-s';,-7„ 36 H 24 F 9' 7,_0„ 9'-7" 5'-10„ 6 _g" '-5" 7 10' T-6" 6-8" 6 -8 31 H 17 9 -2 31 H 17 5'-g" 6'-6" 31 H 20 11'-1 ° 32 H 21 16'-10" 35 H 24 F 10' 6 -7" 20 9'-1" 19 5'-3" 6'-5" 22 11'-10" 25 16'-8" 28 11 3'-2"1 17 8'_g1, 31 17 4'-11" 6'-2" 31 20 11'-4" 32 J 22 16'-1" 35 24 F 11' 20 8'-8" 19 4'-10" 6'.1^ 23 11'-3^ 25 15'-11" 28 12' - 2 J 1720 8 �^ 32 J 1 4 -6" 5.8 32 J 2023 10 32 J 2225 15'-4" 35 J 25 F 12- 6'- 8'-3" 20 4._5„ 5'-7" 10'-9„ 5,_3" 28 13' E 3 j 1720 8 -0 33 1 20 4'_2^ " 5 -3 33 2 23 10'-5'O 33 2 26 14'-9'4,_8^ 34 25 F 13' 7 -11 ^ 4'-1 5,_1 " �„ 14' -3 �. 17 7'_g" 33 18 3'-10" 4'-10" 33 21 10'-1" 33 J 23 14'-3" 34 25 F 19 7,_g.. 20 3'-9" 4'-s^ 24 10'_0„ 26 14'_1„ 29 14' 15' - 4 17 7'_g^ 34 18 3'-7" 4'-6^ 34 21 s'_g„ 34 23 13'-9" 34 26 F 15' 19 7'-5" 20 3'-6" 4'-5" 24 9'-8" , „ 26 13 -7 29 * 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD = L PATIO COVER SYSTEM AS MFG. BY: IAPMO ER# 0195 OATE:42872011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 30 psf DURALUM PRODUCTS, INC. [916)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (951 741-2107 ) AND ATTACHED 20 # L.L. 110 MPH HORIZ WIND - 90, 100 &110 MPH 289 ALPINE AVE., SACRAMENTO, CA 95928 FAX 40}1518 seles@dursh,m.mm SHEET 29 OF 33 I 30# S.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -} l[]- FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT DBL. 3"x8" BEAM LATTICE POST SPACING TABLE } PATIO COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT IAPMO ERA 0195 �a MAX.COL. FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. FREESTAND ATTACHED MAX.POST MAX.POST MAX -POST MAX.POST o m - SPACING SPACING SPACING SPACING MIN SPACING MIN MIN. SPACING MIN SPACING MIN. MIN. FTG. FTG. FTG. FTG. FOR DBL. FOR 3" x 8- FTG. FTG. FTG' FTG. FTG• FTG. m p[ 3 1- ON SLAB* (SPAN) POST (SPAN) MOST MOST (SPAN) POST SPAN POST POST (IN.) (IN.) (IN.) (IN.). 2"x8.5'x 032- BEAM (IN.) (IN.) (IN.) ( ) (IN.) (IN') r - TYPE TYPE (IN.) TYPE TYPE TYPE TYPE RANCHO CUCAMONGA. CA (951) 741-2107 4' 6'-2" 8 -7 29 J 1416 11' 32 J 1618 8 �" 8'-5. 30 1416 16:§!" 35 J 1720 21 1 38 J 1 22 F 4' 8'-7. 11'-11" . 8 �^ 8'-5.. 6 =11" 5' 4'-10.. 7'-9" 29 J 1517 10'-8"I 31 J 1619 7 -3" 7 -6 29 J 1517 13'-13 -10° 34 1821 19 37 J 2023 F 5, 7,-9" 0.-8" 7'-3" 7 -6" .J 19'-7" 6' 4'-0" T-11"7,_1,. 28 J 1517 9'-9" 31 J 1719 6-1" 6'-11"6'-11" 28 J 1517 121-82'-8" 33 J 19 17' 11 36 J 2124 F 6, 9.-9., 6'-1" 21 17'-11" 7' T-6" 6'-7" 28 J 1517 9 -0" 30 J 1.7 5 -2" 6 -4" 28 J 1518 11'-91'-9 32 J 1 16 35 J 2124 F 7, 6._7.. 9._0.. 20 5'-2" 6.�.. 22 16'-7" 8' 9'-4" -48'-11" 29 J 1517 8' -5 30 J 1820 4' -7" 5'-9" 29 J 1618 10 32 1922 15'-6 5 35 J 12225 F 8, 8'-5" 4 -7" 5.-9" 10'-11" .J -6 9' _ 6'-2" 30 J 15 7'-11" 30 J 18 4'-1" 5'-1" 30 J 16 10'-4" 31 J 20 14'-7" 34 J 22 F 9• 6'-2" 17 7'-11" 21 4'-1" 5'-1" 19 10'-4" 23 13'-11" 25 10' - 5'-9" 31 J 15 7'_6" 31 J 18 3'-8" 4'-7" 31 J 16 9'-10" 31 J 20 13'-10" 34 J 23 F 10' 5'-9" 17 7'-6" 21 3'-8" 4'-7" 19 9'-10" 23 13'-10" 26 11' - 5-6- 31 J 1517 7'-2" 31 J 1 3.�.. a -2" 31 J 1719 9.�.. 31 J 2023 13'3"3'-3" 33 J 23 F 11' 5'-6.. 7•-2" 21 3.�.. 4'-2.. 9'-4" 6 12' - 5' -3" 32 J 1517 6'-116'-11" 32 J 1 3'-0" 3'-10 32 J 1719 8'-111, 32 J 2124 12'-8'Z 33 J 2327 F 12' 5'-3" 22 3.0" 3'-10" 8'-11" -8- 13 - 5'-0" 33 K 15 6'-7" 33 K 19 2'-10" 3'-6" 33 K 17 8'-7" 33 K 21 12'-2" 33 K 24 F 13' 5.0" 17 6'-7" 22 2'-10" 3'-6" 20 8'-7" '-2" 24 12-2- 27 14' - 4-10" 4 -14'-10.. 33 K 1517 6'-a" 33 K 1922 2'-7 3 -3 33 K 1720 8.3 33 K 2124 11'-9"1.-9" 33 K 2427 F. 14' 6.4" 2._7. 3,_3.. 8'-3" 15' - 4 -8 34 K 1517 6 -1 " 34 K 2023 2'-s" T-1" 34 K 14020 8 -0"s 34 K 2124 111 34 �( 2428 F 15' 4.8.. 6 -1- 2.5" 3.-1.. -0" 1,�- *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 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -} l[]- FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0195 8011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 208 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: N SCALE: NONE AND ATTACHED HORIZ. WIND - 8289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 30 # LL 110 MPH 90. 100 6 110 MPH FAX 403-1519 Bele: SHEET 30 OF 33 7" I -BEAM W/ (1) "C" SPLICE 12' OR LESS FREESTANDING & ATTACHED SOLID PATIOS 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 8 SHT. 25 FOR FREESTANDING No. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B Ed— FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B $ C. EXP. B & C 20# L.L. DRAWN BY: E.N. 90 MPH 100 MPH LIVE LOAD = 110 MPH IAPMO ERA 0185 DATE: 4/282011 SCALE: NO COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING t20 MAX POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED AND ATTACHED N LA 80.110 MPH o 8289 ALPINE AVE., SACRAMENTO, CA 95828 918 452-7021 FAX 403.1518 sales@Auralum.eom SHEET 31 OF 33 ca SPACING FTG MIN. SPACING FTG. MIN. SPACING FTG MIN. FTG. MIN. FTG, MIN. FTG. MIN. (SPAN) (IN,) POST (IN.) POST POST (SPAN) (IN.) (IN') POST P. (SPAN) (IN,) '. (IN') POST TYPE TYPE TYPE TYPE TYPE TYPE 4' 26'-7" 32 K 23 G 26'-0" 34 K 34 G 25'-3" 35 K 26 G 25'-3" 35 26 24'-5" .33 37 23'-7" 38 29 5, 23'-9" 31 K 24 G 23'-3" 33 K 33 G 22'-7" 34 K 27 G 22'-7" 34 27 21'-10" 32 36 21'-1" 37 30 6, 21'- 20.-8" 3133 K 2 27 G 21 J '-11" 3333 K . 32 G 20'- 19-3 3336 K 2 31 G �, 3 33 20'-1"9 K 226 G 19'-88-5 34 J 3134 G 19'-V17'-10" 33 J 28 G -1" 34 36 31 8' 18' 2 J 25 G 18'-4"7,-3" "Ir J 313 G 17'-105-g 3235 J .2932 G 17-11" 32 5 9' 17= 6.-10" 2932 J 229 G 17'-4"6'-3" 3737 J 3033 G 16'-1 5-g 3. ?s33 G 10, 2931 J 2630 G 16'- 3838 J 3033 G 3134 16 = 4'-11 J 3033 G " 5,-5" ° 11' 2831 J 2730 G 15'-8"4'-9„ 3939 J 3032 G 15'-3"4,-3" 3134 J 3034 G " .. 12 2830 ( 2731 G 15'-0"4,-1" 3939 I 2932 G 14'-1'3-7" 3133 I G " -3-34 13' " 28 128 28 G 14'-5" 40 : 2914'-0" G 30 31 G 30 31 13'-6" 40 32 13'-1 33 35 14' 2730 2831 G 13'-113,-14141 2932 G 13-62'-7" 3033 13235 G' " 28 1 28G13'-5 42 29 G 13'-0" 31 1 32 G" 31 32 12'-7" -= 2 12'-2" 34 36 - J:,k� �, 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 8 SHT. 25 FOR FREESTANDING No. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B Ed— FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B $ C. EXP. B & C 20# L.L. DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. SOLID OST SPACING TABLE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0185 DATE: 4/282011 SCALE: NO COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING t20 10, 20 8 30 psf HORIZ. WIND DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA CA (951 741.2107 I AND ATTACHED N LA 80.110 MPH 10,100 8 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95828 918 452-7021 FAX 403.1518 sales@Auralum.eom SHEET 31 OF 33 7" I -BEAM W/ (2) "C" SPLICES 12'. OR LESS EXP. B & C FREESTANDING & ATTACHED SOLID PATIOS 20# L.L. 90 MPH 100 MPH 110 MPH o FREE AND MAKPOST ATTACHED FREESTAND. MAKPOST ATTACHED FREESTANI MAKPOST ATTACHED �3 SPACING FTG MIN. (SPAN) POST SPACING FTG MIN. (SPAN) POST SPACING FTGp FTG MIN. POST FTG. MIN. POST(SPAN) REVISED BY: MIN. POST 20 N LL 90.110 MPM (IN,) TYPE (IN') TYPE (IN,) TYPE (IN') TYPE (IN,)E TYPE 4, 30'-10" 33 K 24 G 30'-2" 35 K 25 G 29'-3" 37 k28 G 29'-4" 37 27 28'-4" 38 28 27'-4" 40 5, 27'-7" 33 K 25 G 26'-11" 34 K 26 G 26'-2" 36 K G 26'-3" 35 282-4" 37 29 24'-6" 39 6, 25'-2" 32 fr-35 K 25 G 24'-7" 33 K 27 G 23'-11" 35 K129,G 24'-0" 29 23'-2" 36 30 22'-4" 38 32 7, 23'-4" 31 K 26 G 22'-9" 33 K 28 G 22'-2" 34 K 30 G 20'-9" 34 29 21'-5" 36 31 20'-8" 37 33 81 21'-10" 31 K 27 G 21'-4" 32 K 29 G 20'-8" 33 K 30 G 20'-9" 33 30 20'-0" 35 32 19'-4" 36 34 9' 20'-19,-7" 3033 K 27 G 20'-18'-11' 3 J 29 . G 19'-6 3336 J 3134 G 34 2 8,-3" 10' 19'-6"18,-7" 30 J 2 31 G 19' 3134 J 30 G 18'-6"7 3235 J 3135 G 2 17'-11 ^ 3 �" 11' 18'-17,-8" 29 J 2832 G 18'-2; 3134 J 3033 G 17'-8°6 3235 `� 3236 G 32 7'-1" -6" 12' 17'-16=11" 2 J 29 G 17'- �'8,� 3033 J 3134 G 16 11 3235 J 3236 G 32 2 15,-10" 13' 17'-1; 29 J 2 33 G 16'-9 5 J 3134 G 163" 3134 J 33 G 6 -3" 31 -9^ 5'-2" 36 14' 16'-6 2 31 J 2 33 G 16'-115'-2" j 3134 G 15'-8 4'-7" 3134 J 3 5'-8" 36G 15' 15'-11 J 29G 15'-7" 3G 15'=1" 31 J 33G 4 C.�")n Z1'i'�A��^ 1A A._7" 1A 1. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING No. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0195 DATE: 4@98011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED 10, 20830 psf HORIZ. WIND a DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CA 95829 REVISED BY: RANCHO CUCAMON(iA CA (951) 741-2107 20 N LL 90.110 MPM 90,100 8 110 MPH (916)452-7021 FAX 403.1519 salesQdurahmlcom SHEET 32 OF 33 ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2009 IBC, 2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES. PANEL TO HEADER BEAM CONN. SHOWNSEE TABLE SHEET 9 I -BAEA PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE ;UL OF OPTIONAL DECORATIVE FASCIA #14 S.M.S. (WOOD, ALUM. OR HARDBORD) SEE TABLE EXTRUDED `IR3" GUTTER -- INSULATED ROOF PANEL INSULATED ROOF PANEL TO APPROVED TO APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM EXTRUDED DRIP EDGE OPTIONAL RAIN GUTTER BEAM HEADER ' / SHOWN IN THIS REPORT) V OPTIONAL NON-STRUCTURAL FASCIA NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH PATIO COVERS COMPLYING WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010 CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N.TOM CAMPBELL & ASSOCIATES, INC. ALUM.ALLOYC4.200" ROOF SLOPE SHALL BE 1/4": 12" MIN. PATIO COVER SYSTEM AS MFG. BY: �,;yQFS$� rJ Q'a� C�Sr 6063-T6WIND DATE: 4/28/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING INSULATED ROOF DESIGN S.M.S / W OR 90 MPH #14 (DD 12" O.C. r Z t3"100 PANEL CONNECTIONS MPH #14 10" O.C. 8289 ALPINE AVE., SACRAMENTO, CA 95828 ^4i:. 3; 9AB t" I + WALLFASTENERSF110 SEE TABLE SHEET 93" REVISED BY: 4 8' O. NOTE: #14 SMS SHALL HAVE!MAY OR 4'APPROVED STRUCTURAL SANDWICH PANEL FAX 403.1518 selee@durelumcom 33 OF 33 BE SUPPLIED BY OTHERS, SEE NOTE BELOW A MIN. 1" PEN. INTO HEADER#12 SMS TAT 12"O.. 3" OR 4" HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2009 IBC, 2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES. PANEL TO HEADER BEAM CONN. SHOWNSEE TABLE SHEET 9 I -BAEA PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S. SEE TABLE ABOVE ;UL OF OPTIONAL DECORATIVE FASCIA #14 S.M.S. (WOOD, ALUM. OR HARDBORD) SEE TABLE EXTRUDED `IR3" GUTTER -- INSULATED ROOF PANEL INSULATED ROOF PANEL TO APPROVED TO APPROVED BEARING WALL SYSTEM NON-BEARING WALL SYSTEM EXTRUDED DRIP EDGE OPTIONAL RAIN GUTTER BEAM HEADER ' / SHOWN IN THIS REPORT) V OPTIONAL NON-STRUCTURAL FASCIA NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH PATIO COVERS COMPLYING WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010 CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS REPORT. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N.TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DATE: 4/28/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING INSULATED ROOF /0, 20 8 30 ps/ OURALUM PRODUCTS, INC. SCALE: NONE PANEL CONNECTIONS HORIZ. WIND - 8289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 90. 100 8 110 MPH1(916)452-7021SHEET FAX 403.1518 selee@durelumcom 33 OF 33