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12-0126 (PAT)-P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T-iht 4 4v Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT "Application Number: 12-00000126 Owner: Property Address: 81271 JASMINE CT KULYESHIE EDWARD APN: 764=770-026- - - 81271 JASMINE CT Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: MEDIUM HIGH DENSITY RES ( Application valuation: 2873 Contractor: Applicant: Architect or Engineer: ALL VALLEY CONSTRUCTION 39813 CLEMENTS WAY MURRIETA, CA 92563 Ivl (760)774-5786 Lic. No.: 906650 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License '�t}Class: 13 License No.: 906650 CDate:`/ S ­t6ntractor:' 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 1$5001.: (_ 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.). (_) 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/13/12 CI'Pyf.1 ' ► k"L6NTiA WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation'provisions of Section 3700 of the LZEWORKERS' I shall forthwitl com ' h those provisions. ate .. / 3 L Applican WARNING: FAILURE TO SE COMPENSATION COVERAGE IS UNLAWFUL,.AND SHALL - SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT ` IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2.. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property r in i puypee Date:, Signature (Applicant or Agent): LQPERMIT Application Number . . . 12-00000126 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 54.00 Plan Check Pee 35.10 Issue Date . . . . Valuation . . . . 2873 Expiration Date . . 8/11/12 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00. ---------------------------------------------------------------------------- Special Notes and Comments DURALUM OPEN LATTICE PATIO COVER 216 FT. -------------------------------------------------------------------7-------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged ------------------------------------- Paid Credited -------------------- Due Permit Fee Total 54.00. .00 .00 54.00 Plan Check Total 35.10 .00 .00 .35.10 Other Fee Total 1.00 .00 .00 1.00 Grand Total 90.10 .00 .00 90.10 Edward Kulyeshie Annette Cole 81271 Jasmine Ct La Quinta, CA 92253 Property: 81271 Jasmine Ct Account: 015000021175. Dear Edward Kulyeshie: CONDITIONAL APPROVAL We are pleased to inform you that your plans for installation of an attached patio cover, received on 02/08/2012, have been approved by the Design Review Committee with the following conditions: 1, 2, 3 and 19 (see attached copy). This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any property other than that of the applicant. This approval is related Solely to the items reserved for approval by the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of work done' by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed. The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards. 5�. F e es Review Committee CCAM, CMCA, AMS Manager Enclosures 7. cc: Board of Directors Design Review Committee Trilogy at La Quinta Maintenance Assoc. Professionally Managed by Action Property Management, Inc. 60-750 Trilogy Parkway, LaQuinta, CA 92253-7717 Phone: 760-777-6059 Fax: (760) 564-2474 www.actionlife.com i1[1LUU1., i11 LH t1UIn 1A CONDITIONS O APPROVAL Property Address: f1 Date Reviewed: C;� M.U.: t t=4 I x Conditions I Approval Your plaus have. been approved, provided that you meet the ;items checked below and all work is consiswnt wits the Design Guidelines. -I.// 1 The patio cover material must.be Alumna wood or other similar wood like construction. Rooting materials shall match die roof material of the dwelling or be open wood lattice 2 The color of die patio cover matches die home's stucco, accent, fascia or white. / V 3 • Any patio cover or awning to be installed and attached to die home must be installed in such a maiuier that it does not compromise die integrity of the water permeability of die home. 4 Due to die patio cover's size it must be constructed with variable heights or must be constructed in two sections with a separation in between 5 The size of die patio cover is limited to tie size of the proposed patio slab. 6 The proposed reti-actable awihiug may not be a striped awiuiig. It must be a neutral color that blends with die home. Please submit a sample of the fabric. 7 Obtain services of a state licensed professional for consultation. 8 Obtain necessary building permits from die city of La Quinta, fneetihng setback requirements per city code and maintain die existing drainage. 9 Maintain positive drainage in accordance with the Trilogy. Desighh Guidelines (Section 3.8). 10 The screen door must be the color of the house stucco or be black. 11 It un ergroundrainage is installed, the drain needs to terminate uh the grass swa a and us with he tur an capped widh a pop -up drain cover. 12 Pool, spa, fountain, and air conditioning equipment set backs must comply with City of La Quinta codes. All equipnhent shall be located, screened, or recessed in a maiuher so as to not be viewable from any lot or street and the noise from die equipment attenuated for the adjacent'property owners. Pool set backs are 6" for lhardscape and 18" for water line. 13 IThe color of die proposed concrete is natural or a neutral tone. 14 Rear yard may not exceed 70% lhardscape and must have a minimum of 30% softscape, measured from die rear building face ol' wall to die side property lilies. .15 Proposed planting meets with die Trilogy Rear Yard Minimum Planting Requirements standards and all plants are included oil die Revised Approved Plahht List contained in die Des* i Guidelines. 16 The proposed wall or iron work to match the existing developer retaining wall in material, style and color or shall be die Frazee Paint color specified in die guidelines. 17 Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to gain access to rear or side yard (requires unspectiou of' rebar before cap is installed). 18 Refer to Exlhibit "F" in die Design Guidelines. (Block Wall Design). X 19 When work is completed, please submit Notice of Completion form attached. 20 Make sure rear yard property line pins (markers) remain during construction (applies to golf course lots only) 21 All contractors must meet the Association representative prior to commencing construction. 22 lResubmit showing drainage flow/plains. 23 See notes on plans (if' ally) 24 An independent irrigation controller must be used for the rear yard, it cannot be tied into the front yard. Notes H:IASSOCIATIONSTMogy at La Wnta%ARCHITECTURALURC FormsW4nditions of Approval ! k' zz 511 1 Bin # ; City of is Quints 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 Perm' Project ,Address: �'/ � � N G� Owner's Name: I/— UL If C A. P. Number: Address: I �-2 f� 5 P& 1 �6 G 7, Legal Description:"City, Contiactor: Lfi VA1.L6 ST, Zip:LA j y rA -j `j 2 Tj � 3 rTekohone• - Address:. Address: j9'13 G L -,Kr -A a try ,Project Description: City, ST, zip: M u12R l &r C4, z72.,5-63 U nn L - U l PVA M66 jPATIV 601A6/L Telephone: p 7 <> :i;:»> < :::>::>z ': s: ;;>:>•<:»>:;•,;:: ,. 2 State Lic. # : 170616 }5O City Lic. #; O77j-6 Arch., Engr., Designer: Address: City, ST, Zip: . .. :.v..:vv: ..:%{:�.v:.iN:;i%y ilii: :"Ok\.ti."v'i•: k..;yr"• Telephone: State Lic. #: Name of Contact Person: r)M Construction Type: Occupancy: Project type (circle one ew Add, n Alter Rep Demo Sq. Ft.: oriel: # Units: Telephone # of Contact Person: 7�p�-'. 7 Y —' T IFC / Estimated Val of Project: a. 16 Q- 00 APPLICANT: DO NOT WRITE BELO THIS LINE # Submittal Req'd Recd TRACVJNG PERM Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2p° Review, ready for correctionstissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3d Review, ready for correctionslissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees TO IIIIIIII�IIIIIIID�I II, I IIII'IIIW!IIIIIINIIp 'il���ll h� '�l�l��ll, IIIIIIIIV Igjllllll �_ IIIIIIIIIIII�IIIIIII IIII�II�IILIIIII. n1101111111111111iilillillll011iIlillNiiil- �: , D ,,,,,,RI4Ll�l➢IV� — NTE �_-BUILDINGCO_DE 200911 INIIIINIIIIMudmmudmlomlu — II VIII IpNll IIIVullm11ll1ull1lulluull ZONAL RESIDENTI �L CODEIFORNIA BUILDING 8 R pI�ICODESI�IIASCE7SEl 7 05 I iERUCTUR a �,.,. d1 11 I _ ES AND THE 2005'ALUMI AL-ADMI�IVI-05. = III IIIIIIIIV 1111, I,� V) �!i�i llI LATI ROOF PANEL,EADE9 LUMNSRE ETC' SHAL�D AND CLEARLY IDEN fNTIFY NDICATING THE=NAME 5 OF,TI EIpMANUFACTUR ES GN LOADS AND ENCLOS i'{SOWN ENTTHE FINISHED STR,1 1 1, LESS QTHERW.ISE NOTEW ATO NOT INDICATE THE MB j �I�II�j ONSTIiUCTION `THE o IRE - �,��j�((���(( AND $ OR ALLICONSTRUCTIO 1 AN3 METHODS -,TECH NIQU IS QUENCES ,IID,IIPROCEDU Sp ECS Tr HADLL a KEPT AOT THEA .149MIIISSIBLE LIIBEIPA°VAILAB =� AUTHORIZED REPRES II 'S OF THEIIBUI IL�ING AND B AN ATTACH �I OVERIIMAiY1jBEISECUREQ4A - ISTING GONER_ ESE SD THE SLAB IS AT LEAST= ES THICKANp IS LOC I�11 I i HiAIF,ROS„T DEPOF ZERO TOA , . �j�OLUMNIIILOAD,IIOF 750 PO _ _ _� iIII�I�IIIII II II UIIIIP IIIIINIVIIIIIIVIIIIIIIIIIIIIIIIII!IlNllllli � =� I I I'I III III 16 v 9 2Q POUNDS P,I ARE FOOTILI I IIIIPAND GREAT- 1€Y BE COMMERCIAL 8 USED1I1I I RI'ORTS UNLY WHIIENp LOCATE - EARF-AS WITH CFO ST DE H RO. 10 pE$tGN LOA�IWPIM@I)(NATIOIIINIISIIIIAI IIIRIIEIIIIIII� IIIACCOTH IBC SECTIONS 1605.1 IBI��QJ.2. �IININIIIuINIININ�NIINIIIVINIIIII' II111111I I I �I I' D 1 '. IIIIIIIIINII 'I T DE'SIGN_CONSI S. „II p II I Ip 111W Ilmnll SII' lii�,l' II' AF P 9'1 MINIMUM R FOR,ISVPOII�ItIhNVIRIIIpIIOIF PAN €H PER FOOT = IIIIIIIII�III�D�IIIIDII I IIIIIIIIIIIIIIIINIIIIIIIIIIIIIIINII IIII ME _ _ IIIIIIIIIIIIIIjIIIIIIII �t J�!II 12 MINIMUM PAT ,,11 QI SIZE ��80iSQUARE FEE �,.� I'I I,Iq.,,,LII I yrnI I 1 �ur,�l 13. NIMUM SIS �p I TING ROOFIIOINERHANQ�% CHED COV9ft0- QUARq 1 1 IIINIIINI!II�IIIIIIIINIIIIIIII I �IIIIII�IIIIIIIIIIIIIIIII 0 'TR N 14 COVERS AR I,IJATED "RIDGEO'BUILDINGS Ks DEFINED IN ASCE7SEI 7, SEC 13. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEJSEI 7, SECTION 6:5.7.1. 16 THE FREESTANDING AND HED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES” IN ACCORDANC I WL8A S. �$ TON BY EXCEPT WHERE NOTED N THIS , 17. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE-(". v 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). �'' N I — _ II I IIp11NII = ___ IIIIII�IIIItill I�IIIP�IPIIIIIIIIImo —_ _ III dIII,LI ,I II II'.IIIIdINIII' MATERIAL SP � 710NS:IIII III I I i I III' I 11 BEAMS SHALL" ED OVER jTg,,EIICENTER S _ONLY OF q THREE POST N. „�IIIIIIIINIIINIIINIINIINII IIID ZO ;ALTERNATE ALLOYSMAI'IIBE SUBS' DOOR THOSE SHOWN, PR ARE REGISTERED WITS.. E AfIiMINUM ASSOCIATION '' �EQUAL OR GREATER YE�° `' 1N I"_Ilillltlllpa�` ULTIMATE S R NGTHS. 21 _CONCRETE � HAVE A MIN'7iMIUIM 28 DAY CO3�R SSIVE STRENGTH OF 2,500 S PER SQUTAREIII,INCH. � - 03 I I OOT PER"' "T F FOOTII�>�TH. 22 _DESIGN VE i� I 114SOIL BEARINGIIPR'ESSURE [OUNDS PER SQUARE FOO �I N LATERALISOIL BEARING�RE$SI�RE IS 200 POUNDS PER S I!I. 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'�IIIIIuwlluul1loh1' _ ............. n n m ruIn�I pgIO O YSDIUI LI dllllll�lllll IIIIIIIIIIIU ��llllllllllllllll�lllllllllh�lllllllllllu _ lilllll�lllllll IIIIIIIIIIIU I�IIIIIIIIIIIIIIII�III�II��IIIIIIIIIIIIIIII� — e TH_QAS I.e &W PAN _ �c o�w� �r �w ,IIIIIIIIIIII — IIIII�I�IIIIIIII�IIIIIII 13 BEAM T I CHM NTIII��I�IIIIIIIIIIIII III � _ — II IIIIIIIII- I 14 LATTICE NS III — II 15 _MINIMUM �' "Q1 COLUIv1NS;IIIIIIiIIIIIIIlIl�1 _ I �, - �I 168]7.—SOLID PR ITVG TABLE��FREESTANDIfTACHE0=10#L=-.L 90 MPHII�IIIIII�IIIIIIIIIIIIIII 188, 19....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH 20 & 21. .... SOL ID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH 24 & 25 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 27 LATTICE S A TSP CING T LE FREESTANQING AND ATTACHED 10# L.L. 100 28 l LATTICEII l�J SPACING TABLE FREESTANDI�ID ATTF�CHED 10#�.L. 110 f11�' 29 ..L.9TTICE P�''fING TABLE FREESTANDI TTACHED 20#1:x: 110 MPHR 30 l WTTICE P 1ACING YICING TABLEFiREESTANDl_ - ” 1TTACHED 3EL-.L. 110 M,31 SOLID POTABLEIPFREESTANDIN&-WND ATTACHED_20# L.L. 90-110 N, 32 SOLID PO PACING TA8LEIIIFIiREESTANDIN ATTACHED 2(i#-L.L. 90-110 M 33 INSULAT F PANEL CONNECTIONS _I II I'IjPI,I�IIII,III,I,h � � II, Ii,,Jliiiiiiii� 111111��iIIIIIIiIIIIIIIII�IIiII,� - - I�III�'ii�iiiii�llllllliiiiiiiii _=_— ill�ll� IIII II��IIIII I II�III �_ - = 'II��I�I VIII _ __ IIIIIIIIIIIIIII�III IIIIIIIIIIUIIIIilllllll — I�IIIIIIIIIUIIIII = — pII�I IIIIII I,>'IgVilll'dIIIUII �IIII:IIIUIPIjIII . — = � � III�IIUI �I�III , ALCULAT==_(ON IAREIII°IIIItlI oBullYllA RRED ©ESIGN 11IIIIIIIIIIIp III�II AROFEMNALI L BE S I�IIBMITTE THE BU-ILDING I��IIIIIII OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS cfli�1�111 SPECIF Em%0N T ,IIII'NS'II�IAN III THA�= CULATIONSSHDRESS=THE IILOA111�P�il'VISt�_ -F IBC/CBCSIII' U©8, INCLMIDIN , 111 II NOTIIL�I,IIIMIIITED _ IN ON SNOW III IIIIII Ig .IRCHAIG'E L IIII �IIII BA'I'ILIANGED S ND SNOUV DRI III" --= �IIIIIIIIIIIIIIIIIIIIIIII�� ��i�IIfIIIIIIIIIIIIIIIIUIdUlilllllllfi�lll' � II111111111ulIIIIIII�IIII ERN (951) I I Pllllll�n'�IhII �I11111�I'111... .. III�IIII�II I�Ii 1i11�� I1U j'Ij� IUESI(iN-REQUIR� I �I IIIIIIIIIIIIIIIIIIIIIIIIII IIII�I� 'hJIIIIiII�ihilllllllll�l —_ VIIIIIIU� = IIII I VIIIuRi'i1�4N0 I 1 RN IALCAAPTER-H OIBC-CHAPT� I & IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN I IIIIIII,CHAP= II ROOF` LIVE AN (SOON LOADS 10-20 AN_ D 30 R SQUARE��� FOOTI� . CO �lllllllllillllllllP�IIIIIIIIIIIIIIIIIII�I ' IIII���IIIIIIU " IIII'�II�IIII'I���IIhIIIIIIIIIIIIIIIjIIIIMMERCIAL APEiNB C86`AND=18C CHAP JI ROOF LIVEANS Lam/ LOADS oIIIIIIIIIIIIdillidllllllllllplu�l�l IIIIIID I�i������IIIIIIIIIIIIuIUUI�II°IIII�11i1lIllll dADDITiGNAL DE IREMENTS� Illllllll om IIIIIII'tpIIIIII$I,�wLATED�OR SNOW LOADS ARE 8A I T TH ROOFIIIEIIQIV� TO &1f. 2. BAS�CIIWIND SPE, 100, 110 — PH,:EXPOSURESI C. IIIII13 �IIwINDI OCCUR 6IFICATj AND IMPO I�NI ��I CTOR:fill°Ilyi�aVIIIIII,IIIIIIi�II L 4 SEISMIC 1- 7 POUNDS PER°LINEAA1v I I I III 00 WIDTH'OFICOIVER. 5 1,I,I ISI EISMIC DESL_CAMETERS.— I II„ II IIf111'p 1IIIIIIIIIIIuIIIIIVIII(PIORTANCT;:1.0 r= I II IVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SITE CLASS, IIIIIIIIIIIIIUIUIIIIIIIIMIA�PpED S ESPONSE COEFE I IIIIII VIII III 11 I�IIIq�IIIIIgIU111111111gpIIIIII�II� ip�a1 .IC EN �y I S, 0.5, Soy 0,84, SDI -`�'S0 911UI'IIIIIiRESPONSE:MFIGiTION FAFr74R R::1.5 I 41II'II' 1 III IIII p11d!s�IIEQ�NALEN,FORCE�ROGEDURE. I�I�IIIIIIIIIIIIIIIIIIIIIII uIIIIII�IIIIIII;IIIIIIIIII'�I A. MAXIMUM BUILDING HEIGHT (AVERAGE): 1'9' B. MINIMUM COVER SIZE: 8' BY 8' C. LEAST BUILDING WIDTH: 30' 8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED AT THIS COLUMN. BEAMS CONTINOUS OVER OR MORE COLO NS DO NOT RE IRE l ql "II'11'�IIII�'illllll(''ISPLICING. � � '—_ �IIIIIIIIII IIIIIiII�IIIIIIIi11 IIIIIIIIuIIIIIIIiIIIIIIIIIIIII' � __ _ _ IIIIIIIh I I I I (IIII on` - IIIIIIIIIIIU = _ i>IlUlll� IDIIIIIIIIIIP �IIIIII�III�I�llllli I e�Q�Es IIIhI�IIIUGIIIh��III�IIIIY'P`'III � = I�II�IIIIIIIIII��IIIIIIIIII�I@I IIIIIPI ��IIII!,IND, — —� TO A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL. CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C BASED ON THEEllRED DESIGN LOADS, SITE- C RAFTER AND!OR PANEL gMk IIIIIIIIIIIIISP iA111pTABLE _ (IIII III a1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�Ih D��'�X POFHEAD - .=TYPE & QUAN71 Y, FO I(WHERE REOI ftD)_SEf) ON T� CIFIC DESI_GN_L-'OADS.II IIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII E.APPROPRIATo RT UCT_-URALOETA��- �I I I��IIIIF OTHE§DOCUMEN�IT N THAT7a1AY_=BE REQUI ° T 1LOCALIIAUTHOftI�TY I'' WING JURE = = hill ! 11I.,'lll'I "1111,adill^i � �= I,lilil„III,,�II IIIIIIIIIII;IuIIIIIIIIIuIIu,� � _ IIII�III�I�IIIIIII� IIIIIIIYIII,IIIII',�IIIIIIIIIIIIillluu, 830 IIII == — ii�lll IIh , 1111111 I (IIII � _= IIII IIID plllll� (IIII U�II IIII pllill IIIA � _ _ =-= IIII IIII - — = ��III Il�ll I Ill �Iil - — NOW I i� pal IIII IldlU - - — 11 goo SII IIIA - — IIII, I - I IIIIII,, II LI 111,111 I I III II,IIII,IIII LII --- I II,� IL�III SII II ��I1,II - - I I II��1II11 - - II IIII IIS 111 - - 1 I ��IIII I.I IIII Ii LIII _ � D 1.IIIIIIIIIIIiI.,.� I , I ..IIIIII, — IIIIIIIIIIIIIIIIIIIIIIIIII . �I III (IIII»,, — _— lllIIIIIII II I �I — IIIIIIIIIIIIIIIIIIIIIIIIII II �I — � IIIIIIIIII�IIII RAFTER SEE TABLE FGNG FOR L • AND SPACING MAX. PROJ. - SEE SCNECULE S,� T6%OF SPAN STRUCTURE VARIES EE.SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. OPEN LATTICE TYPES / hMTHIS OPEN OTT LATTICE-rME STRUCTURE SEEME00ULE MAVRAFTr 6BETABLE FO)i.59ZE AlID.6PACJNN 7C , POST WITH SIDE PLATES SEE DETAIL SFF rqB� sy° 3 112' SLAB NOTE: EACH COMPONENT IS'INTER- MAYBE US CHANGEABLE WITH ANY OTHER Sr sEHEE PERMITTEE MI OOMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SEE SCHFG. FOR FOOTING C OPEN LATTICE -TYPE PATIO COVER f1 SCALE NTB tgM MAIYOPEN j,BECOVERED E.9TRUCT TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE. RAFTER SEE TABLE MAX PROD. MM AND 9PACI�NG SEE SCHE E NOTE THIB OPEN MAY (QBE COVERED, LATTICE -TYPE BTRI 7S�O�"tit_ 255%O OF O LENGTH OF STRUCTURE VARIES LENGTH OF STRUCTURE VARIES ��SnNe \U'iOjHO POST WRH SIDE PLATES 7k Sp SEE DETAIL COMPONENT4SiNTER- 3 M E WITH ANYOTWER s� , rwe • , ST UNLESS OTHERWISE SHOWN. rq 9 r CADULE FOOTING WNE UIRED. E "P" ATTACHED MULTISPAN BEESCHIED;F O LLjz yn - 1 11 THIS R( MAX. PROD. NOTE: MAY NP R� \F ``,,J. SEE SCHEDULE � `. H IL� e RAFTS RSEE TABLE ,ee MING LENGTH OF STRUCTURE VARIES Fac r,qS�p DRAWN BY: EN: lto11 ' SEE POST DETA LIVE LOAD = L A PATIOC PATIO COVER SYSTEM AS FG. Y: IAPMO ERN 0196 DATE: , , SCALE: NONE POST CR S9.9ECTION, OPEN LATTICE 70.20 vat 31@ -SLAB S SEE POST DET NOTE: EACH COMPONENT IS INTER- RANCHO CUCAMONGA. CA (851)741-2107 SED MAY CONSTRAIN IN r S pyG 8269 ALPINE AVE, SACRAMENTO, CA 85826 CHANGEABLE WITH ANY OTHER SST OTINGLE EE 312 sLAB COMPON7ENT UNLESS OTHERWISE SHOWN. '16(F S (918)462-7021 FAX4031S19 SBIlrrtyduretum.00m MAYBE USED NOTE: EACH COMPONENT IS INTER- TOcoNaTru1N OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITHAHYOTHER 8� rqe� FO .0 6CHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. . SCALE NTS - SEE SCHED. FOR FOOTING CUBE SIZE FOOTNG WHERE REQUIRED SEE SCHW. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TYKE STRUCTURE - DRAWN BY: EN: lto11 ' TOM CAMPBELL 8 A6SOCIATES. INC: LIVE LOAD = L A PATIOC PATIO COVER SYSTEM AS FG. Y: IAPMO ERN 0196 DATE: , , SCALE: NONE COMMERCIAL AND RESIDENTIAL. STRUCTURAL ENGINEERING OPEN LATTICE 70.20 vat M PRODUCTS, INC. ` REVISED BY: RANCHO CUCAMONGA. CA (851)741-2107 STRUCTURES HORIL WIND a 9D,100&110 MPHSHEET3OF33 8269 ALPINE AVE, SACRAMENTO, CA 85826 (918)462-7021 FAX4031S19 SBIlrrtyduretum.00m ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL LIVE LOAD � SEE SCHEDULE FOR SPANS �DA COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING O. "O.H." NOT TO EXCEED 25% OURALUM PRODUCTS, INC. OF SPAN SEE DETAIL FOR SPLICE RANCHO CUCAMONGA, CA (951) 741.2107 0.100 WIND a 90,100 8 110 MPH 8289ALPINE AVE., SACRAMENTO, CA 95829 /'O; Sf8 alr SQ. POSTS, SIZE VARIES (918) 462-7021 FAX 4091619 sales®dunlum.com *SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X6 1/2' SIDE PLATES. SOLID PANEL TYPES o Ops, R'JC ALUMINUM ATTACHMESEE DETAILS - rNSPRaE NSf7tiFS SEE SOCRHEDULS ROOF PANEL MIN. 0.26' SLOPE PER FT O, 'O.H,' NOT TO EXCEED 26% OF SPAN SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BEAM P SEEPOST SCHEDULE SPACING A SQ, POSTS, SIZE VARIES SSC` fOr 91/2.SLAB N� ALTERNATE ATTACHMENT tlUll SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' OST ANNO D APIS END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H."NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES , ALTERNATE: 3 112' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN IN, ?g OF SP SPLICE AT THIS AT END SAYS. BEAM 1/2 x 9 STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION 7-hE PRS FCT os OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING OFF 3 112' SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE OTf. O SPLICE AT THIS MAX. HT: 12' POST AND AT END BAY FOOTING WHERE REQUIRED SEE SCHEDULE C,1t`IEE/� S, FOOTING CUBE SIZE NOTE: EACH CO ONENT IS • • , • . , • � +yy\ CHANGEABLE WI OT T h C A COMPONTENTUNLES O •• ATTACHED MULTISPAN W/CANTILEV PTI H1fAS I.• off'} �i© ' UM Lf Ops 7RU ' A 'C 1 NG R NEL MIN. 0.25' SLOPE PER FT. O / (�, I �/ I L DULE A. f,SPANS / 1 O.H III q NO • I$�� ✓'O.H.' NOT TO EXCEED 25% \�h 4 OF SPAN SEE DETAIL FOR SPLICE OPTI NAL: CANT VER BEA SQ. POSTS, SIZE VARIES SFE SC,4 pu a SEP STS ULE R SPACING O.H ALTERNATE: 25596 OF SP 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE2v TO CONSTRAIN . OTE 40 SPLICE A THIS FOOTING, SEE POSTD AT END BeYS. SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x W STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPF "[i" FRFFI4TANnlKlr. hAl II TICAAAI I,Aur'AKITII rico noTlnnl . TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD � JPATO ER STEM S FG. BY' IAPMO ERN 0195 �DA COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL STRUCTURES 10, 208 30 DSI OURALUM PRODUCTS, INC. RANCHO CUCAMONGA, CA (951) 741.2107 0.100 WIND a 90,100 8 110 MPH 8289ALPINE AVE., SACRAMENTO, CA 95829 SHEET 2 OF 33 (918) 462-7021 FAX 4091619 sales®dunlum.com RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/d,,,PH EXPOSURE B & C ' 2, es• �- ,;—M3Ax.-1 2"••vv„* %N– 3.0• -�8.0• i, A� , Oma': •" THOMAS 1. .032' Z F j11 CA PBELL a Mol one• ORALUM. ALLOY 3004H3§ ~ No, 3!O ! L,1 ' ALUM ALLOY 3W4 -H36 _ UA m OR EQUAL T �i • , V L • O "^ ALUM. ALLOY 3004-H38} .• • a *SEE NOTE BELOW 1 OR EQUAL I •.•• !(C SEE NOTE BELOW 2 X 6 1/2" RAFTER c� DBL. Tx 6 1/2" RAFTER 184 3 x 8" RAFTER �"T" a 90 MPH 100 MPH 1 0 MPH 'LL,. •T" 90 MPH 100 MPH 1 0 PH (PSF) (IN.) °� o EXP, g EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN,) °� z \ 90 MPH 100 MPH 110 MPH O EXP. 8 EXP.0 EXP. B EXP.0 EXP. EXP.0 (PSF: (IN,) N a EXP. B EXP.0 EXP. 8 EXP.0 EXP. B EXP.0 16" 12'-2" 12'-2" 12'-2" 11'-10" 11'-10" 11'5" 16" 17'-3" 1T-3" 17'-3" 16'-8' 181-8" 16'-1" 16" 24'-6" 23'-5" 24'-0" 22'-B" 23'-5" 21'-10" 024 .024 .042 24" W-11" 9'-11" 9'-11" 9'4' 9'-8" 9'-3" 24" 14'-1" 14'-1' 14'-1" 13'-7" IY-7" 13'-2" 10 24" 20'-0" 19'-1" 19'-7" 18'-6" 19'-1" 17'-10" 16" 16'-3" 16'-3" 16'-3" 15'-9" 15'-9" 15'-2" 16" 23'-0" 23'-0" 23'-0" 22'-3" 22'3" 21'-6" I I .032 77 r 13 ` 10 R 032 .042 TRIBUTARY ' WIDTH • TABLE 24 -3 13 3 13 -3 12 -10" 12'-10" 12'-5" 14'-0" O.N. 24" 18'-9" 18'49" 18 =9" 18'-2' 1 18=2" 17'-6" 19 1 .042 16" 21' 4" 21'-4" 21'•4" 202' 20'-8' 19'-11" 042 18' 30'-2" 30-2" 30-2" 29'3" 29' 3° 28'-2" 7 4" 2 17'-5" 1T5" 17'-5" 18'-10" 16'-10" 16'-3" 24" 24'4" 24'-7" 24'-7" 23'-10" 23'-10' 23'-0° 20 .024 16" 9'-4" 91-4" 9'-4" 9'-4" 9'4" 9' -2" 20 . 024 16" 13'-2" 13'-2" 13'-2' 13-2" 1T-2° 13'-0' 20 24" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7'' 7'-6" 24" 10'-9" 10'-9" 10'-9' 10'-9" 10'-9° 10'-T' .032 16" 12-5" 12'5" 12'-5" 12'-5• 12'5 12'-3" .032 16' " 17'-7" 1 T-7" 17'-7° 17'-7' 1 T-7° 1 T4' 30 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-0" 24" 14'-4" W-4" 14'4" 14'4' 14'-4" 14-2" 042 16" 16'4" 16'4" 16'4' 16'-4" 16'4" 16'-1' 042 16" 23'-1' 23'-1" 23'-1" 23'-1" 23'-1° 22'-9" 24" 13'-4" 13'-4" 13'-4' 13'-0" 13'-4" 13-2' 24" 18'-10" 18'-10" 18'-10" 18=10" 18'-10" - - - 9 9 10 10 30 024 16" - _ _ _ _ _ .024 16" 10'-10" 10'-10" 10'-10° 10'-10" 10'-10' 10=10" 15 24" - - - - - �"y 24" 8'-10' B'-10" 6'-10' 8'•10" 8'-10' 8'-10" 032 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3'y Al0'3" .032 16" 14'-6' 14'5" 14' 8' 14'-6" 14'-G' 14'-6 24" 8' 4" 8'4' 8' 4' 8'-4"f,,,84" B,�"30 24" 11'-10" 11'-10" 11'-10" 11'-10' 11'-10" 11'-10" 16" 13'-5" 13'5" 13'5"- 13'✓5!13'-5' 13'-5" 042 16• 19'-0' 19'-0" 19'-0• 19'-0" 19-0" 19-0".04224� 11 0" 11' 0"" �1T=0 11'-0°11'-0" 11'-0' 24" 15'-6- 15'-6- 15'5" 15'-6- 15'5° 15' 6" .042 TRIBUTARY ' WIDTH • TABLE 1 17'-9" - CLEAR SPAN (FT.) 17'-9" 17'-9" 1 T-7- -7"24' 24-114' 14'-0" O.N. B 7 8 9 10 11 12 13 14 15 16 17 19 19 1 20 21 0 3 4:' 4 5 5 8 6 7 7 6 8 9 9 10 10 11 1' 4 5'. 5`^ 8 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 •9 10 10 11 11 12 12 13 3' - 7 7— 8 8 9 9 10 10 11 11 12 12 13 13 1 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 11 12 12 13 13 14 14 15 15 E16J .042 16" 1 17'-9" 17'-9" 1 17'-9" 17'-9" 17'-9" 1 T-7- -7"24' 24-114' 14'-0" 14'-6" 14'-6" 14'-8" 14'-6" ' _ REVISED BY. RANCHO CUCAMONGA. CA (981) 741.2107 WIND ° 8289 ALPINE AVE., SACRAMENTO, CA 98828 .042 16" 14'-7° 14'-7" 14'-7' 14'-7" 14'-7" 14'-7" 24" 11'=11' * NOTE: SINGLE RAFTERS SPACED IV O.C. MAYBE USED AT 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. PROJECTION O.H. SPAN ' h TRIBUTARY Td21BUTARY- WIDTH 1 112 SPAN +O.H. f 7 • '; " NOTE TRIBUTARY ON MULTIPLE SPANS 1S EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: E.N.: TOMCAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = ATIO COVER SYSTEM S MFG. BY: IAPMO ERN 0 19 DATE: 4128=11 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS 0, 20630ps1 1HORIZ DURALUMPRODUCTS,INC. l(OlG)452-7021 ' _ REVISED BY. RANCHO CUCAMONGA. CA (981) 741.2107 WIND ° 8289 ALPINE AVE., SACRAMENTO, CA 98828 90 100 Q 110 MPH FAX 403.1819 eelea@durelum.00m SHEET 7 OF 33 PANEL FASTENERS 90/100/110 MPH EXPOSURE B&' C #14X 3/4" S.M.S. AT EACH VALLEY TO BEAM 24" 24" TRI -"V"' PAN #10 OR #14 X Y,' S.M.S. AT EACH VALLEY TO BEAM * SEE NOTE BELOW 12" 12" x 3 1/2" W PANEL FAT OR #14 X V4" S.M.S. / AT EACH VALLEY TO BEAM cjP- SEE NOTE BELOW ---- 6.001/8.00, ---� 6"l 8"x 2 Y2" FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER * USE #10 FOR 90 & 100 MPH WIND SP USE #14 FOR 110 MPH WIND SPEED No. EXIST. WALL EXIST. FAN BEAM (19'-0" MAX SPAN) HEADER CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs.) T=.075" TYP. 2 ..TRONAS 1.-91 o GAMPR a 010 ,9 ATTACHMENT AT HANGER CHANNEL FAN BEAM- h,11 ... � ."•"a CHAGER NNEL FAN BEAM 2 /2" #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER FAN BEAM 914 x 31/2' S.M.S. SCREW AT BEAM FAN BEAM n � 2 /2' h' 0.042"x3'x8" HEADER #14 x 3 1/2" S.M.S. SCREW AT BEAM IAPMO ERN 0198 DRAWN BY: E.N. DATE:: TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PA O OV S S M AS M . B SCALE: NONE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS 10, 20 ASO pal OUPRODUCTS, INC. REVISED BY: RANCHO CUCAMONOq CA (Bbt)741.2107 / FAN BEAM HORI2. WIND = 5269 ALPINE AVE., SACRAMENTO, CA 85828 90. 10081 to MPH (916)462-7021 FAX403.1619 salesdoc elumoom SHEETS OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AgACHMEN-T-, DE -Ar LS>4,,, MAX. HEIGHT= 10' 3 2 MAX: HEIGHT C = 10' G =3'SQ.xt=.188" 3.00"SQ. I 02 ° I I #10 SMS 3.00" SQ. 3.'00" SQ) 032 N4' DE �' ' �1.00�' I H =9`SO.xt=.250' � 4,1 =3'SO.xl=.313` 8.6' • t; 3" J-4'SO'.xt=.188" 03� `7i[UM- .14"R " K =4"S .xt=.250" 032' TMP' .048"STEEL = t B b/8" PLASTIC�PLUO 28° F E 3.0° O 4.0° O OO 3" SQ. ALUM. POST,.001MAG POST SQUARE ial?�M043" SQ. ALUM. POST WITH SIDE PLATES lkD- a0 `3" SQ. ALUM.. POST STEEL POST ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H38 att , S . STEEL_POS til s ALl1M. ALLOY 6083•T8 ASTM A500 GRADE B ALUM. ALLOY 3.00" OR 6063-T6 � 2_An"_ ./� - Yy GINEEl��S IIL/ THOMAS I. 0', CAMPPELL = -n R :.m Gxpi O: IL 1.375" q 7/16"0 HOLE i— FOR 3/8" MB •56" 2 FLANGES 0 2 1/8' APART 0 •75" ASTM GRADE 38 STEEL 1.126' 2.5" INSTALL'1}t2" x IVx J6" HDG WASHER PLATE AT ANCHORS S •75' BASE FLARES 157" TO 3'WIDE EA. 1.60" TYP� SIDE OF FLANGES .5 SE OR3` } INSTALL 134'x t}4' x 6' HDG •0�0" TMP' OST L 5.50' 11-7/116-0 HOLE WASHER PLATE AT ANCHORS & 2-3/8" HOLES FOR t10 MPH 2- 6/16"0 HOLES TYP. EA. SIDE ALUM "T" BRACKET "' STEEL "T" BRACKET 5 ALUM. ALLOY 6063-T6 "H" BRACKET (4) -SDS 25412 - JJa ll- W x 8" ALUM. RAFT. BRACKET 3"x B" ALUM. HEADER HEADER BRACKET n BY: E.N. CAMPSELLBASSOCIATES,INC. 'COLUMN/IAPMOERD0195 LIVE LOAD e PATIO COVER 3Y A F ' v [11�RAWN TE:4ktTOM NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING10, 2D 830 pef DURALUM PRODUCTS, INC.ALE: SY: RANCHO CUCAMONGA. CA (951) 741.2107 POSTTYPES HORIZ WIND 90,t0081i0MPH 8288 ALPINE AVE., BACRAMENTO, CA 85929VISED (918)462-702t FAX403.1519 eelee®dur fum.com SHEETSOF33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 1.60" WALL FASTENERS 78 2,740" 06 SEE TABLE 300' 1.50" .833• 0102x)90 .202" .25'R 1= 0.84" ( DIA. #14 SMS PANEL .05 c o LOCKS OR #8 SMS T=.060" .563" AT EA. CONTACT r, lV Rj .281" 6' WAIL FASTENERS WALL 20 SEE TABLE " m FASTENERS ALUM.ALLOY CONTINUOUSA-RAIL SEE TABLE 6063-T8 ROOF PANEL 3 (WHERE OCCURS) ALUM.ALLOY APPROVED 3"OR 4' 1 75" O 06 O N 6063-T6 ALUM.ALLOY INSUL. ROOF PANEL #14 SMS ® EA CONTACT 6063-T6 ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER \Cl I R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X OR—J 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROD. FASTENERS, SEE TABLE A34 FRAMING ANGLE r- SEE TABLE L—EXIST. EAVES, RAFTER EXISTING EAV OVERHANG (24" MAX.) EXISTING EAVE CONNECTION EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER) OR CONC. LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 I LL=: 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F 14'-2" DESCRIPTION OF LAG SCREW SEE NOTE BELOW 0: A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.G. MAX. wo B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. M� C=SDS25412 AT EACH STUD, 16" O.C. MAX. yL 1+ D=3/8"p1 x 4" LAG SCREW AT EACH STUD Cw jw "E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'4" 'F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2"x8" FULL 2"x10" NOTCCHH ED 'HILT] QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG L) LL=10 LL=20 LL=30 2"x 4"18" FULL OR 2"x 6"11-6" NOTCHED O.C. 1'-8" 18'-8" 181-8" 14'-2" 2'-0" 14'-0" 12'-8" 9'-7" 24" O.C. 12'-5" 11'-8" V-10" 2'-0" 9'-0" 7-4" 5'-7" 2•x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-O" 19'-11" 19'4" 14'-8" 2"x8" FULL 2"x10" NOTCCHH ED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=16psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED T BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS GINEER %it 11.1.3 AND 11.1 A, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SD .� ;lEp TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUAT T. RI'I•IOMAS I.� '• CAMPBELL = O DRAWN BY: E.N. - TOMWSMRINC: DATE: 4282011 C�,,� IAPMO ER0 0195 SCALE: NONE COMMERCIAL ANT(LUCTURAL Yom'REVISED BY: RANCH011 W).74f- 107 10# L.L.=(2)#14 SMS EA. SIDE 20#/3O#L.L.-(2)#14 SMS EA. SIDE I Tl U -BRACKET ONER33/4" OR 1 1/2"---- T 2'x61/2"OR 5- MIN. 3"X 8" ALUM. RAFTER 13/4" OR 1 1/2" 4 W C) O 410 C3 4 SMS T&B AT 12" O.C. 1 1/4" YP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CHUCK JOINTS AND SLOPE r— TO DRAIN I FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH "L" 2"8 OR 2"B LEDGER 2 EACH 1/4"0 x 3-1/2• LAO SCREW&L.L.=10 psf 2 EACH 7/18"0 x 3-1/2' LAG SCREWS L.L.=20 AND 30 psf (3}# 423112' W.S }#1421 3/a• (2' MIN. PENETRATION INTO PAnocovEa EXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE "SIKH FLEX' OR SIMILAR MAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ !, RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S. WALL CONNECTION O O BRACKET CONNECTION HANGER CHANNEL LIVE LOAD IPATIOCOVER SYSTEM AS MFG. BY: AND BRACKET , 10, 20630pof DURALUM PRODUCTS, INC. ATTACHMENTS HORR WIND- 6269 ALPINE AVE, SACRAMENTO, CA 96828 SHEET 9 OF 33 90, 1006110 MPH (918)452-7021 FAX403-1619 ealmftlureNmwo COLUMN/ POSTiYPESw&.SURF 'ALUM.'TBRACkMT USE i' BRACKET // ! POST -T-WE-B,C,D; OR•E. ® 3 -SQ. POST W/ /// STEEL."RACNET u`se (2)-#12 SUB EA. POST TYPE B.QO,E;F,0. 3'SQ. POST SIDE OF POST OR w SO. POST UBE 2I�}y g0 Hlin 1/4• M.B. THROUGH KWIKBOLTS OR EOUAL POST 9TEEL.'PBRACKET: BEE NOTES BELOW USE 2)3/8'OHILTI KWIK (2}1/4.0 POWERS;WEDGE- BOL OR EOUAL BOLTS+ OR EQUAL, -EACH zi:'EMBEDMENr DEPTH BRACKET TO SLAB+ FOR KWIKBOLTS) MINIMUM DISTANCE TO If— EDGE OF SLAB'- 4" OR TO CRACK - 10" (1 W MIN. EMBEDMENT) d .d DEI OTH ,� • ..e SLAB SHALL BE IN p POURED CONCRET CONDITION FOOTING SEE NOT 31/2" MIN. FOR SIZE SEE FOOTING ua eEMi SPAN TABLE GUAR EXISTING SLAB 7 3' SQ. POSTS TO CONC. 4TITIG ACE MOUNT AND EMBEDMENT DETAILS wl711 STEEL POST ONLY: yyRN USE POST TYPE (3 B'0 BOLTS ;J O, R K F, G. H, J OR K FOR POST TYPE J u ((}} 4 6' 1Y2DEPTH OF F20RA0L0LOTHEBR �• 16"INSERT FOOTING OR x .188' 12' MIN. EMBD. CONDITIONS 46- ASTM A36 ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS 2 3. CUBE SIZE 80. 1S• DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 1B" 18' SQ. 12' BOLTS 20" 21' SQ. 12" 23.8 24' CUBE (2)-12'0 3 1/4• 22" 25" SQ. 16" FLUTED OR 4' SO. POST (STL) ' FOOTING SCHEDULE IN BEAM EINBEA. .: STEEL T.O.C. m ASTM A672 STEEL 1}1/2'OM.8� i'4:•�;�• r LONG, 1 t : y 3� 3/18' �w` �L: FROM END OF POST +•: ;L; :'.:' u7 z (STL S,) oR POURED CONCRETE SOUARE FLUTED OR 4' SO. POST (STL) ' FOOTING SCHEDULE IN BEAM EINBEA. INSERT r SPAN TABLE SQUARE POST EM13E0. - PL.S/B'THK. l `-' INTO FOOTING 9 11/2*JTEs• 1 12• WELDED STEEL BASE PLATE Q BASE PLATE SCHEDULE -- DO NOT USE ALUM. T 'PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9" SO. x 5/8' I B, C, D, F, G, & H BRACKET WITH 3X8 BEAM W/INSERT, MAO BEAM, 4- OR 7'I -SEAMS. FREESTANDING POST TYPE E BASE PLATE ANCHOR INSTALL WASHER PLATE. BASE PLATE ANCHOR BOLTS (SIZE A TYPE) 2•X)VX535'AT STEEL T BRACKET. (4)• 3/4.0 HILTI KWIK BOLT TZ STAINLESS POST TYPE F 9"x9'x 6/8' STEEL PER LC.C. ESR -.1917 OR EQUAL DO NOT USE RTEEL T (4 3/4' EMBEDMENT DEPTH) 24' 2B" SQ. 20° 25 - 30 CUBE (4}12'0 3 4/4' ` BRACKET W/7" I -BEAM. 26' 32"SQ. 23" 31'-34•CUBE (d}S/B'0 4- 28" 35" SQ. 25" - r' 35'-39'CUBE (4)3/4'0 43/4' 1Nq,�11 (����Sv/Q,: 30• 39' SQ. 28' �01NEER 14) 32" 43' SQ. 30" \y +. e • ... a ST�i 1. Cq��A 40'-42'CUBE (4}3/4.0 43/4' ^ e•�y�� •'e 0 �Q 34" 47" SO. 32"� 1 11�Q��.�1' �. / 2tYY�' 36• NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL > -, ,oe� F No, 3 i� 51' SQ. �" I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 1 , 9% y 38' S5' SQ. 37" ! i A 40' 60" SO. 39" 42" 64" SQ. 41' 44" 89' •CUBE FOOTING WI 4'SLAB � A hit +4 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. COLUMN PATIO R SYSTEMG. 1 HATE: 4neno1l LIVE LOAD ,APMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 1..21. SOpaf DURALUM PRODUCTS, INC. _ REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIL WIND . 8269 ALPINE AVE., SACRAMENTO, CA 88028 ' 90, 1008110 MPH (918)452-7021 FAX403-ISIS aalearQdurelum.mm . • SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 61" GUTTER EXT. CLIP I GUTTER FXT rl IP 1.79" 2.57" 2.19"l 4-2.08" I ... _. rt .038" R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-1436 A 6.5" ROLLFORMED SPLICE WHERE OCCURS 085' TYP. 2.7" — ALUM. ALLOY 6063-T6 4.5" GUTTER ED SPLICE WHERE OCCURS 086• TYP. ALUM. ALLOY � 8083 T8 �G1V MAG. G KL • •' • SPLICE WHERE OCCURS MAG BEAM 3.00" SQ. �J1.00� 1d"R TYP. 8" 28" ASTM A653 GRADE 40 Op 3" SQ. STEEL BEAME .� THOMAS 1 •. CAMPB1fEL O • s[jr__3 3' 2^ •C MAX. �� SPLICE ~ O.31J4i! F � � •'-� IVIL ° 'a' OCCUWHERS 4" WHERE , ���� • • a .042" OCCURS • '�. 7 070" . e.o^ TYP—IL .110^ a 032^ TYR y ALUM. ALLOY 'ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H38 6063-T8 O ALUM. ALLOY ALUM. ALLOY 3004-H38 OR EQUAL J 7" OR EQUAL 4" I -BEAM F 6083-T8 O I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAMK 3x8BEAM I V 1�� MAX." 3" � e• � MAX. 3" F�042" 376" 042„.042" T•14GA 7.8 5^ 8:656" T-0.126' ASTM A853 GRADE 50 A.M. ALLOY 6963-T6 I ' ALUM. ALLOY 3004-H38 ALUM. ALLOY 30044138 Ll - 462. OR EQUAL OR EQUAL I II II� .375^ ALUM. ALLOY 30044138 O OR EQUAL 2.675" f'�� I•1.75"�-1 - M. 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBBL3 x 8 STLAINSERT O STEEL NS RT OI SPLICE/ INSERT O DRAWN BY: EN. DATE TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD • PATIO COVE BYSTE AS G. BY: IAPMO ERd 0195 : NONE � SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20 & 30 psf DURALUM PRODUCTS, INC. REVISED BY: - RANCHO CUCAMONOA. CA (8b1) 741-2107 HORIZ WIND • 8269 ALPINE AVE., SACRAMENTO, CA 96826 90. 100 & 110 MPH (916) 462.7021 FAX 403-1818 aelue®dumium..", SHEET 11 OF 33 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C >-MAG TOM CAMPBELL & ASSOCIATES, INC. 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM IAPMO ERN 0196 - REALE: NONE BEAM 10, 20830 pet DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2107 AND ATTACHED HORIZ. WIND 8288 ALPINE AVE., SACRAMENTO, CA SS828 1001 110 MPH 00.100 & 110 MPH (848)452-7021 Fm403-1610 ealee®duraNm.c"m _O MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 003 SPACING ON SLAB* SPACING (SPAN) SPACING (SPAN) SPACING (SPAN) SPACING (SPAN) FTO MIN. SPACING FTG (SPAN) FTG. MIN. POST FrG. MIN. POST FTG. MIN. POST FTG. MIN. POST FTG. MIN. POST FTG. NON. FTG. MIN. FTG. MIN. G MIN. Fw. (IN.) TYPE (IN.) TYPE ON) TYPE (IN.) TYPE ON.) TYPE •(IN.) POST TYPE (1N.) POST TYPE(Ky POST PE (IN.) POST TYPE POST TYPE 4' 17'-0" 12' -7:—,o' 31 H 2 22 B 14'-92,,. 32 . H 2123 B 13'-1;'-2" 32 H 2122 B 10'-9'0,-1" 31 19 B 24'-21-0„ 37 2 28 -e" 1 B 5' 13'-7" 11'-39._4- 30 H 2123 B 13,_'"1,_2" 32 H 224 B 11'-1 g. 31 H 2123 B 10'-0'9,-2" 30 H 2 23 B 36 H 26--_ _B 4 , i, 18'-9 29 E4 6' 11'-4" 1014 '-10" 3D H 2 24 B 12'-10,-2" 31 H 2325 B 10'- -10" 30 H 22 B 9'-5T-10„ 29 H 2123 B� 20_=47 =2_= rY 2 29 iB E , 4 7' s' -a" 9`7^ 29 H 22 B 11'-2" 30 H :: B 10'-D" 29 H 23 B e'-11" 29 H 22 B 18'-1 o" 35 H B 6'-8" 24 9=5- 25 - ^ 8 8 25 8'-8" 24 -11 " 30 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 17' B 34 H 29 B 5 -10" 25 8'-9" 26 5'-10" 25 5'-10., 24 4'-10" 31 E 9 7 -7" 7'-10" 30 H 23 B 9'-6" 30 H 25 B 7'-10" 30 H 24 B 7'-10" 30 H 23 16'-7" B 29 E 5,_2" 25 7'-10„ 27 5'-2" 26 5'-2" 25 14'-0" 33 H 32 F 10' 6'-9" 710"4'-8" 31 H 2 26 B 8'-6"7 31 +"I 2 27 B 7,� 31 H 2 26 B 7l-0 31 H 2 25 B 15'-9 3,_3„ 33 H 130— E -0- 4�_8„ 4 _8„ 2 F 11' 6'-2" 6,-5 31 H 2 26 B 7'-91g'-5- 31 H 2 B g.-5"4 31 H 2 A I6�- B 31 H 2 B 15'-0'2-8,� 33 H 3033E 4'-3" 27 _3n 26 4 _3" 26 F 12' 5'-8" 5'-13-11 32 HB 21 7'-15'-10" 32 }-� 2 28 B - - - - - 5'-13-11^ 3232 H 2 26 B 14'-412'-1" H 3133 E 27 F 13' 5'-2" 5'-5"3._7.. 33 J 25 B 6'-7"5,-5" 33 J 228 B - - - - - 653_7„ 33 2 26 B 13'-11,-8" 33 J 3133 E 7 .1 F 14' 4'-10" 5-0'3,x" 33 2 27 B 6'-1 5._0. 33 J 22g $ - - - - - 5'-03,-4- 33 24 13'-4"j�-3" B 33 J 3134E 26 F 15' 4'-6" 4' -8' " 34 J 25 28 B 5'-8" 34 27 B - - - - - 4'-8^3 34 2 26 B 12' 34 J 3 IF 3 -1 4'-g' 29 -1 " 10'-10" 34 —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�%%�Q(ZQFES �I (\ NEED► 14� SELECTED BEAM. Aei .FS 1. CA n�. �� .... el. i ` NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY HE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING THOMAS I. ••. O CAMPBELL -n 2� Exp: Z,3 1. tri IV L -- - I No. a'+° FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. DATESCALE: TOM CAMPBELL & ASSOCIATES, INC. SOLID POFREESTANDNG PACING LE LNE LOAD = PAT O COVER SYSTE AS MFG. BY: IAPMO ERN 0196 - REALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20830 pet DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2107 AND ATTACHED HORIZ. WIND 8288 ALPINE AVE., SACRAMENTO, CA SS828 1001 110 MPH 00.100 & 110 MPH (848)452-7021 Fm403-1610 ealee®duraNm.c"m SHEET 20 OF 33 10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C DRAWN BY: E.N. DATE 4282011 TOM CAMPBELL 8 ASSOCIATES, INC. DBL. 2"3'x8" BEAMB�M LIVE LOAD / DBL. 3"x8"x.042" 1APM0 ERN 0185 BEAM 3"x$" BEAM WINSERT DBL. 3 x8 BEAM " F� RANCHO CUCAMONOA, CA (851) 741-2707 EACH w/A 3"x8" STL. INSERT > 10 # L.L. 110 MPH 80,100 8 710 MPH (818)452-7021 FAX 4031518 eelee®dulalum.c°m SHEET 21 OF 33 :)b m MAX.COL. MAX•POST MAX.POST SPACING SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED o FREESTAND ATTACHED SPACINGFOR ON SLAB, 2x8 5"Dx 032" FOR 3"xB' SPACING (SPAN) SPACING (SPAN) MAX POST FTG. MIN.OST SPACING j m- (�N� MIN. POST MIN. POST MIN. POST NG' MIN. FTG - MIN. FTO MIN FTG MIN. TYPE (IN�' TYPE (FSG. TYPE ( POST TYPE (IN.) 'TYPE (IN. (SPAN) (IN.) POST POST (IN') 4' 17'-0" 11'-8119-8" 11'-10110'-0" 31 H 2 22 B 16'-8;q,-1.. 34 H 224 B 21'-88,,. H PE 2 30' TYPE TYPE 28 36 27 B S.-11•, 40 H o B 4' 5' 13'-7., 10'-58'-101, 101-718'-11•, 30 H 2123 B 14'-112'-7" 33 H 23 B 19'-5'6, 35 H 2 28 B 27'-23,-2" 39 H 231 B 6' 11'-4" 9'-7" 9'-8" 29 H 21 B 13'-8" 32 H 24 B 5" 17'-9" 34 H 26 B 25'-1" E 30 B 5. 8'-2" 23 11'-6" 26 14'-11" 28 C 21'-2" 38 H 32 E 6' 7' 9'-8" 8'-10" 8'-11" 29 H 22 B 12'-7" 31 H 25 B 16'-5" 34 H 27 B 23'-2" 30 B 24 10'-8" 27 3'-10" 29 C 19'-7" 37 H 33 E , 7 8' 8'-6" 8'-3" 7, 0" 8'-4" 6'-10" 29 H 2 24 B 11'-100._0,. 31 H 2 27 B 15'121'-11,. 33 H 2 30 B 21'-8'8.-q" 3133 B E 36 H ---!—E— 8, 9' 7'-7" 7'-10"6 6" 7'-10"6,-1" 30 H 2 25 B 11'-2'9,-5.. 30 H 2 28 B 14'-6'2._2,. 33 H 20 67, 2 90 B 36 H 3 E E 3,. 34 F 9. 10' 6'-9" 7'-2" 7'-6" 5'-11" 31 H 23 B 10'-7" 31 H 28 B 13'-9" 32 H 29 B 19'-5" 32 E 25 8'-11" 28 11'_7" 31 E 16'-5" 35 H 35 F 10' 11' 6'-2., 6'-6" 71.1^4'-11.. 31 H 2 26 B 10'-1"8._6" 31 �.� 27 B 1 '�'�.,0.. 32 H 18��5._7,. 23, B 13 E 9 E 35 H 5 F 11' 12' 5'-8" 5'-11 4'-11'. s'-10" 32 H 24 B 9'-8" 32 H 2 B 2'-6"p 32 H 71 332 B 33 E q,-6" 6 8.-2" 29 _7" E 4'-11.. 34 H 6 F 12' 13' T-2" 5'-6" 8'-3" 4'-6" 33 J 24 B 9'-3" 33 27 B 12'-0" 33 J 30 g 17-�q.�.. 3 E 4'-2" 26 7'-10^ 30 10'-2^ 32 E 34 J 36 F 13' 14' 4'-10" 4.-2° 5'-10'3,-11" 33 2 27 B e -11"7,-s" 33 2 30 B 1'-79._9,. 33 J 6 3 33 B E 3S34 E 13-10., 34 J 37 F 14' 15' 4'-6" ^ 5'-5" " 34 J 25 B 8'-7" 34 J 28 B 11'-2" 34 J 31 g 15'-101, E 3 11 3'-8 27 7 -3" 30 9'-5" 33 E 13'-4" 34 J 37 F 15' *THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE, MAY BE REDUCED S" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING v FIGURE INDICATES EXPOSURE B�a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ON C,1NEEI� SUrr r-°• ''•'9��Le ° THOMAS I. �•. CAMPQI:L •;01 A IL s O DRAWN BY: E.N. DATE 4282011 TOM CAMPBELL 8 ASSOCIATES, INC. SOLID POST SPACING TABLE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: 1APM0 ERN 0185 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.208 30 pet DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (851) 741-2707 AND ATTACHED HORIZ. WIND - 8288 ALPINE AVE.. SACRAMENTO, CA 85828 10 # L.L. 110 MPH 80,100 8 710 MPH (818)452-7021 FAX 4031518 eelee®dulalum.c°m SHEET 21 OF 33 X91.'501111i;ORV=amil!\0I: IM oval MRS\ELraIffia . .. -- vwmn ar„�.nvv U14 CAIS I INN SLAG 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 S” EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING 1NEEIQ "'Ilt�i� ' THOMAS 1.•••.F CAMPBELL 'a� • 4 . O i NAT R i I FOOTNOTE: *SAMPLE' / 11((In— 1 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. F DRAWN 8Y: E.N. GATE: 4/18/2011 TOM CAMPBELL & ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD = - - -- - - - --- — — COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING .. �..� . &- .... a -a -vv L-d%r . v cx v RANCHO CUCAMONGA, CA (881) 741.2107 AND ATTACHED 3" SO. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM 3"x8" BEAM w11NSERT DBL. EACH w/ 3"x8" BEAM A 3"x8" STL. INSERT > MAX.POST FREESTAND ATT. FREESTAND FREESTAND FREESTAND S � MAX.COL. Ail. MAX pOST MAX,POST ATT. *ATT. m g SPACING SPACING MAX.POST SPACING SPACING SPACING MAJ(pOST MAX.POST FREESTAND ATTACHED :30 _ FrG' MIN. POST FTG• MIN. FTG. MIN. fTCi MIN. FTG MIN. MIN. ON SLAB. (SPAN) (SPAN ) FTG FOR DBL FOR 3"x 8' FTG, SPACING FfG. SPACING a (IN. TYPE (IN) (IN.) TYPE (IN.) 2'x8.5'x 03Y SEAM (IN.) POST TYPE (1N.) (�) (IN.) POST (IN.) (SPAN) (IN.) POST FTG (IN) POST 4' 17'-0" 11'-9" 31 G 16 19'-1" 38 H 18 12'-1° 13' 8" 33 H 16 24'-1 " TYPE 20 35'-1" TYPE TYPE 23 11'-3° 18 17'-10^ 21 9'-1o" 12'-7" 18 23'-2" 38 H 23 32'-e" 42 H 25 B 4' 5' 13'-7•, 10'-110-5" 31 G 1618 IT ill 35 H 1 10'-18--1o" 12'-1111'-3,. 32 H 1 19 2Z-2"20'-8" 37 H 2124 31'-4"29'-3" 41 2428 B 22 H E 5, 6' 11'-4" 10-4, 9'-10" 30 G 17 15'-7" 19 34 H 20 9'-10" 11'-0" 31 H 18 20'-3" 37 H 22 28'-8" 40 H 24 B 14'-8" 22 8--1" 10'-3" 20 18'-11" 24 26'-9" 27 E 6, 7' 9',8" 9'-9'9 �a 30 G 1 20 14'-513,-5" 33 H 2 23 9'-2' 10'-2" 30 H 1 20 1�-�7,,8" 36 H 2 25 26, 39 H 25 B T-5" 9 �" 24'-9" 8 E 7 8' 81-611�'�" 8'-11 ^ 30 G 18 13'-6" 20 12'-T' 33 H 21 8'-7" 9'-6" 23 7'-0" 8'-11 ^ 30 H 18 17"�" 35 H 23 - 24'-1 "— ---- 38- — 25.-- —13 — X29 ,, 21 18'-4" 25 --23 -2° moi%' — 9' 7ta't .9'-08-7 30 G 1 21 12'-91'-10" 32 �..� 2124 8� 1„ g'-0" 30 H 1 21 1s'•s5 35 H 2 2B 23'"x.10" 38 H 26 'E 9' 6'-7" 8��„ 5 9 F 1®' 6, g,� 8'-2" 31 G 19 12'-1" 21 11'-3" 32 H 21 T 8" 8'-6" 31 H 19 15' 8" 34 H 24 22'-2" 37 H 26 E , 24 6'-3" 8'-0" 22 14'-8" 26 20'-8" 30 F 10 11 6-2 ,� 8-4" 7'-1o" 31 H 19 11'x" 31 H 22 7'-3" 8'-2" 31 H 19 1 -1 34 24 2f2' 27 E 22 10'-9" 24 5'-11" T-7" 22 3'-11" 27 19'-9" 37 H 30 F 11 12' S',8" 8'-0 T -w 32 H120- 11'-010'-3^ 32 H 2222 5 7'_Oa 7'-9" 32 H 20 33 H 24 20 37 H 27 E 5'-8" 7,�a 22 13'-4a 27 8'-11" 1 F 12' 13' 5'-2" 7'-8'7 33 H 120— 10'- 33 33 J 22 6-8" 7 -6" - 33 13--g" 2 3' 33 2 19-16'_2. 2831 E 2" 5 5,�., -0" .� 22 2'-10^ . `� 26 36 J F 13, 14' 4'-10" 7'-5" 8'-11" 33 H 20 10'-2" 33 23 S'-5" 7'-3" 33 J 20 33 J 25 8 - 2g E . 23 9'-8" 25 5'-3" 23 12'-4" 28 17'-6" 36 J 31 F 14' 15' 4.�,� 7-2"6,-5" 34 H 2123 9'-10"9,-2., 34 J 2 6 3" '�-o" 34 2 121-10"-11" 34 2 18 2 E 26 5,_1„ 6,_6„ .� 23 .� 28 ig'-11„ 35 32 F 15' -- vwmn ar„�.nvv U14 CAIS I INN SLAG 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 S” EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING 1NEEIQ "'Ilt�i� ' THOMAS 1.•••.F CAMPBELL 'a� • 4 . O i NAT R i I FOOTNOTE: *SAMPLE' / 11((In— 1 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. F DRAWN 8Y: E.N. GATE: 4/18/2011 TOM CAMPBELL & ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD = PATIO COVERSYSTEMAS MFG. BY. APMO ERH 0186 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 830 f DURALUM PRODUCTS, INC. [918)462-7021 REVISED BY: RANCHO CUCAMONGA, CA (881) 741.2107 AND ATTACHED HORIZ. WIND" 285 ALPINE AVE., SACRAMENTO, CA 86826 10 4 L.L: 110 MPH 80, 100 8 110 MPH FAX 403.1618 eelea®dwelumcom 1 20# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTIrF PATIO / rnnnnnr-Rr'IA1 104 no I wee Ivo 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 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 8 -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 04►rvE�R'S�I�r THOMAS I. �•.�©, CAMPB LL = -n p. 3 'rn CIV L1 , yr v� DRAWN SY: E.N. DATE U28/20i1 1L VI\ VL'VV L—^—. U of LATTICE POSTSPACING LE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: 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 OR 3"x8"BEAM EACH W/ A 3"x8" STL. INSERT IAPMO ERN 0196 5 p MAX.COL. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND MAX.POST FREESTAND ATT. MAX 10, 20890 paf I 00 SPACING POST MAX.POST ATT, FREESTAND ATTACHED SPACING SPACING SPACING SPACING MAX.POST MIN. MIN' SPACING O RANCHO CUCA1110NfiA, CA (951)747-2107 ON SLAB (SPAN) FTG. MINPOS POST FTG, SPAN FTG• FTG FOR DSL. FOR 3" z 8" FTO. MIN• FTG, FTG MIN. FTG SPACING FTG MIN. �G MIN. ( ) (SPAN) m SHEET 29 OF 33 (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2'x6.5'x.032" BEAM (IN.) Typ (IN.) (IN.) POST (IN.) (SPAN) (IN.) POST (IN.) POST TYPE 4' 8'-11" TYPE TYPE TYPE 9'-10'9,-9" 30 H 1517 14'J614-4^ 34 H - 26 1416 10'-2'9-10" 10'-3"10'-2„ 31 H 1719 18 16,_8„ 36 H 1 2124 21 26 4" 40 H F 4, 5' 7'-1" s' 1" g•-1" 30 H 15 12'-11 18 12-10" 33 H 15 s'-1" " 9'-2" 30 H 17 16'-10" 35 H 1s 23'-10^ 39 H 1 F 17 8'-10 9'-1" 20 i6'-8" 22 23'-7" 25 P2- 5, 6' 5'-11" 8'-7' 8 7"8'-6. 29 H 1618 11'-11'1, 32 H 1518 8'-3 8'-a" 29 H 1 15-15,_3„ 35 H 2 21 38 H 2 F 9^ 8-1" 8_3„ 21 23 21' 6" 25 6� 7' 5'-1" 8'-U'7 -11,. 29 H 16i 10'-1 32 H 1618 7'-8" 7 -9" 29 H 1 14'-3"14'-1 34 H 20 20 37 H 31261 F 9 OAT 7'-5" T-3" 21 •, - g'-11" 23 7' 8' 4'-5" 7'-5" 7'-5" 29 H i 719 10'-310,-2^ 31 H 1618 6'-9" 7'-3" 29 H 13'-4" 1 3' 33 H 2124 18' 36 H 2 27 F 8' 6 -7" 7.2" 22 13'-2„ 18'-8" 9' T-11" 7' o" 30 H 17 e,_8^ 31 H 1619 6 0" 6=10" 30 H 1 22 12 12'-5" 33 H 2124 17'-97-7 24 7, 0" 0 9'-7" 5 10" 6,-9" 36 I1 7 F 9' 10' 3'-6" 6'-8" 6'-7" 31 H 17 9'-2" 31 H 17 5'-4" 6'-6" 3a H 20 11'-1 " 32 H 21 16'-10" 35 H 24 F 20 9'-1^ 19 5'-3" 6-5^ 22 11'-10" 2s 18,$^ 28 10 11' 3'-2" 6-4"8,4" 31 J 1720 8'-9" 31 J 1719 4-114'-10" 6'-2" 31 J 2 11, 32 2 i615'-iy" 35 , 2 28 8-8" 6,_1„ 23 11'-3" .� 2v F 11' 12' - 6'-1" 6'-p" 32 J 17 8'-4" 32 J 17 4'_6" 5'-8" 32 20 10'-1 32 22 15'-4" 35 25 20 8'-3" 20 4'-5" 5'-7" .� 23 10'-9„ .11 25 15'-3„ .; 28 F 12' 13' - 5'-10^ 33 i7 8��" 33 17 a' -z^ 5'-3^ 33 20 10'-5" 33 J 22 14+ s^ 25 20 7'-11" 20 4'-1" 5'-1" 23 10'-4^ 26 14=8" 34 J 29 F 13' 14' - 5' 8" 33 J 1719 7 -9" 33 J 1820 3'-10" 4 -i 0" 33 2124 0 33 2 34 , 2529 5,_7„ T-8,. 3,-9" a' -s^ 10'-0" 26 14=1" F 14' 15 - 5'-5" 34 7'-6" 19 7'-5" 34 J 18 3'-7" 4'-6" 34 21 9'-9" � 23 13'-9" 34 26 F 20 3'-6" 4'-5^ 24--g.-8.134 26 13'-7" 29 15' * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE 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 8 -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 04►rvE�R'S�I�r THOMAS I. �•.�©, CAMPB LL = -n p. 3 'rn CIV L1 , yr v� DRAWN SY: E.N. DATE U28/20i1 TCM CAMPBELL 8 ASSOCIATES, INC. LATTICE POSTSPACING LE LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0196 SCALE: NONE COMMERCIAL RESIDENTIAL STRUCTURAL ENGINEERING 10, 20890 paf I DURALUM PRODUCTS, INC. 1(910452-70211 REVISED BY: RANCHO CUCA1110NfiA, CA (951)747-2107 AND ATTACHED 20 R L.L. 110 MPH HORIL WIND • 00, 100 & 110 MPH 0269 ALPINE AVE., SACRAMENTO, CA 85820 FAX 403-1819 safe, SHEET 29 OF 33