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PAT (13-0730)61385 Living Stone Dr 13-0730 Application Number: 13-00000730 Property Address: 61385 LIVING STONE. DR APN: 764-770-004- - - Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 4000 Applicant: Architect or Engineer: 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. Lice. se Class:, C29 D03 LicenseNo.: 928413 Date: , / 0. 1 3tontrac or�� 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 ($500).: (_ 1 I, as owner of the property, or my employees with wages. as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the, burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued ISec. 3097, Civ. C.I. Lender's Name: ^/ Lender's Address: LOPERA1IT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/10/13 Owner: EDWARD TROXELL 61385 LIVING STON LA QUINTA, CA 922 (760)861-8953 IVE JUN o 591 Contractor: +�'1YY �p� QT`�Y;, CSER, RYAN GABOR (%;$_%.l 29811 CALLE COLINA CATHEDRAL CITY, CA 92234 (760)861-8953 Lic. No.: 928413 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. _ fhave 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: Carrie 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 Labor Code-; I shall forthwith comply with those provisions. .. � 3 l (-,ate: / (7 Applicam: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. .2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date 'of issuance of such permit, or cessation of work for ISO 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 ofthis county -to enter upon the above-mentioned property for."inspection purposes. Date: Signature (Applicant or Agent` ti ('4. Application Number . . . . . 13-00000730 - Permit. . . . . . . PATIO COVER 2013 Additional desc . Permit Fee 95.81 Plan Check Fee .00 Issue Date Valuation .. . . . 4000 Expiration Date 12/07/13 Qty Unit Charge Per Extension 1".00 95.8100 EA MISC.PATIO COVER, STD95.81 Special Notes and Comments PATIO COVER - (1)450 SQ FT DURALUM PATIO COVER [DURALUM ENGINEERING] 2010 CALIFORNIA BUILDING CODES. ---------------------------------------------------------------------------- Other Fees . . . . . ... BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 STRONG MOTION (SMI)• - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total 95.81 .00 .00 95.81 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.88 - .00 .00 95.88. Grand Total 191.69 .00 .00 191.69 LQPERMIT Bin # City of La Qu�n 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 # y� Project Address: 6 3 5 L 1 V l Na) .5 TO;tJ Owner's Name: 1_ D W l9 T ie D x EL L A. P. Number: Address: 1^0 13 8'S L 1 V 1A/&,- S Legal Description:City ST, Zi P L_'A Q0 1 ill eA Contractor: JZM0 C 5E R, Telephone: 7617 e6 ( 5 153 Address: LTJ LC i) L, iN A Project Description: 10 16 u y S t City, ST, Zip: On T N E0 AC C /9 g Z Z 3 H 7- p6- S N m D E (�/ ` q Telephone: 76 Q A I 6 / S 3 4:J<$2`vi:> Z}';C?:j (:: nZ;SiyL i< { ; ; $ <f`<" : '•.< ;<f ' sr ^` e:: _ State Lic. # : C1 lis 41 3 City Lie. #: Arch., Engr., Designer: 7'0 All C64 Address: City, ST, Zip:. Telephone: «<:<;�::;>:;}•<::';:.:rx,.:::.:.�:.�;}:.}:,.. :>'<<><!<<>''`%s>?> r` :..:.. > ons Ctruction Type: Occupancy: YP In/ State Lic. #:1%vi« Project e ' ) typ (circle one): New Add'n Alter Repair Demo Name of Contact Person:, Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval. Pians resubmitted Grading IN HOUSE:- 3' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees C.4 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DA l BY • A7 au01S &UAr7 99M :03u8pisaa »axojL paipW `a spays aml add ao!4 al sk X.9.0d A£ l d .9 i a a S ,7 d A7 au01S &UAr7 99M :03u8pisaa »axojL paipW `a spays aml add ao!4 al sk X.9.0d A£ l d .9 Edward Troxell, TTE Antoinette Troxell, TTE 61385 Living Stone Dr La Quinta, CA 92253 Property: 61385 Living Stone Dr Account: 015000059695 CONDITIONAL APPROVAL Dear Edward Troxell, TTE: We are pleased to inform you that your plans for installation of an attached patio cover and for removal of a front yard tree and replacing it with a Washingtonia palm, received on 05/21/2013, have been approved by the Design Review Committee with the following conditions: 1. 2. 3. 4. 5. 6. 8. 19 and 21. The new Palm must be 6' BTH (Brown Trunk Height), (see attached copy). Please note: Any damages caused by contractor due to construction must be repaired; all irrigation and landscape shall be restored to original condition. 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&Rs 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 pemuts 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. 0 Barry Stere, CCAM, CMCA, AMS General M nager Enclosures 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 TRILOGY AT LA QUINTA - 1.0.: ` bX-e_t CONDITIONS OF APPROVAL Pro a Address: f p rty CQ� �45 � �� CY'�--_�`��-2� �r. Date Reviewed: Conditions Your plans have been approved, provided dhaL you meet dl(-,, items checked below and all work is consistent with the of Approval Design Guidelines. The patio cover material must be Alumna wood or other similar wood like construction. Roofing materials shall 1 match -.die roof material of the dwelling or be open wood lattice 2 The color of the patio cover matches die home's stucco, accent, fascia or white. Ahhy patio cover or awning to be installed and attached to die lhome must be installed iu such a manner that it 3 does not compromise the integrity of die water permeability of the 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 tie patio cover is limited to die size of the proposed patio slab. The proposed retractable awning may not be a striped awning. It must be a neutral color that blends with die 6 home. Please subnihit a sample of the fabric. 7 Obtain services of a state licensed professional for consultation. Obtain necessary building permits from die city of La Quinta, meeting setback requirements per city code and $ maintain die existing drainage. Q Maintain positive drainage in accordance with die Trilogy Design Guidelines (Section 3.8). 16 The screen door must be die color of- die house stucco or be black. 11 It underground drainage is installed, , the drain needs to terminate m the grass swa e and be flush with the Lurl and ca ed with it pop -up drain cover. Pool, spa, fountain, and air conditioning equipment set backs must comply with City of U Qu►nnta codes. All equipment sliall be located, screened, or recessed in a manner so as to not be viewable from any lot. or street and 12 the noise from the equipment attenuated for die adjacent property owners. Pool set backs are (i" for lhardscape and 18" for water line. 13 The color of tae proposed concrete is natural or a neutral tone. Rear yard may not exceed 70% lhardscape and must have a minimum of 30% sof scape, measured from die rear 14 building face of wall to the side property lilies. Proposed planting meets with die Trilogy Rear Yard Minimum Planting Requirements standards and all plants 15 are included on the Revised Approved Plahht List contained In die Design Guidelines. The proposed wall or iron work to snatch tie existing developer retaining wall inn material, style and color or shall 16 be die Frazee Paint color specified in the guidelines. Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to 17 gain access to rear or side yard (requires inspection of rebar: before cap is installed). 18 Refer to Exhibit "Fin die Design Guidelines. (Block Wall Desigih). 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 die Association representative prior to commencing conhstructiou. 22 Resubmit showing drainage flow/plahas. 23 See notes on planes (if ashy) 24 An independent irrigation controller must be used for die rear yard, it cannot be tied into die front yard. Notes .7 l H: A&SMATIOHS1Tribav at La QuinWARCHITECTURAL\DRC Forms%Condtkm of Aooroval • - I II - � I I '�' I I I 1 , I : I I I L I I fi D II II I I I II I I I J1111 � II VIII( I I i l 11111 I I I IIUII I S I I II a I I II Ill! 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AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITHIBC SECTIONS 1805:3:1 8 1805.3.2. 1DESIGN CON8IDERATIONSti dux, n IIIIIOIOrnll. x11111 IIu!ul mull IIIIIUUI, N, 1 11. MINIM F Ix UM ROO LOP F 5 E ORS I ' '• " OLOR FP 1 I 00 ANELS. 114 INCH P ' " C ERF T. 'IIII III � oo II _II •_. I III NI VIII •: Ih111„ II ID II IIII III III �II d 11 II IIII x11 •III 111x11. IIIIII II DII II III� I I IIII 111111 II III ILII (UII 111111 IUDIIf IIII III II 11111 IIS IIN► L ILO II III LIIII VIII III VIII IU VIII III NIII II IIN� ID MINI I II II 1 N IIIIN MLI 11 6 I I I 12 N M 1 III I UM COVER 0' PR T OJE ION. C I I „„ x1.. „III 11 ,11„1,n111 . d 11a0n111„• 11,E •„ ., I I• 11 „ , I I I I 1 ,, rr IIII IIIIIIII I III I ! I I 11111 (IIII IIIIIIIIN III I I u. I I I III II �I !.. 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LOAD � 1..111111,. 1.1.1 11...., 1. ` 1 111 f 111111 I 1 1 l 11111, R, l IIIIIIIIIIIIIIVIII .1. 111 A61 ,1111 1 ,11111 I I 1 TOM CAMPBELL & IATES INC. 1111.. 1111111 1 1 1 I 1 I I I I I 9SSac I 1 �I 1 III IIII 611 1 I 1 I l IIID AT , IIII IIII IIII6 TIAL x1 xm1xx111x111 1 NIIIIIIIIIIIII IIIIIIIIIIINIrU .1 6 II .1 HIND UDNII NIIIIII'IAPMD ERA o,�OI , DD D II DI Io,11111,E. oA,�D,21111I IIID�IDDIIIIIIIINI I III 11111111;1, 111 ,1,111111111, illlllllllllllllllllll I I ID I I III IIIIIIIIIIDilllll0ll� a �,0,1111NIUDll1�111 DURALUM11PRODUCT3,16ND I N11111uINDlllllliiill 1 IUIIIIIIIIINIIIIIIIIIIIIIIIII 11111111111 IL 111011 IIIIIIIIIIIIIIIUIIIVIIVIIIIN 1..111 Ig I f COMMERCULL ANo RESIDENT�� sTRUCi.URALI ENOINEERIND I DENEHAL NDTEs _ .. ,1111;1 .. - GlE NONE... ( 1 1r 1111 1 „111, 611",1. . 11 1x I. WIND a I I8288 ALP( AVE,ENTO, G CHD ... lx lluuu ?1E1111 111q Lmux1n11'I pIx,1" IIu l-I ^1,111111 (IIIIIIII U cA(es11741xto7 1 SII �!�IIInuIIIIIInn1u 111 IIIV,d11u6d11. 111IIIIIIIIIII dIIIINIIIINIIINIIIN111NIII, d1 IIIIIIIIIIIIII 1,I1101I►+A,111NII11111�1811,�•'+�f1 F�,o�,1611811 lhuul11u1nLIIIINIIuINIw ,IIIDID LVL... �IIIIDNIIIINNNNIDNI�: 11 DI IIID * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING Y X B 1/1' SIDE PLATES. RAFTER, SFORSZE OPEN LATTICE TYPES MAX PROU. AND SPACING / t&M INS OPEN LATnCE-TYPE STRUCTURE SEE SCHEDULE MAIC PiiOJ. Q� MAY NOT BE COVERED. "N, _ SEE SCHEDULE \ MAIL O.H. Z5% OF �µ OFOR Aj��o `AND RSPACING LENGTH OF STRUCTURE VARIES POSE WffH SIDE PLATER TL SEE OETAX l ACHMENT NOTE: EACH COMPONENT IS INTER- MAY BEMUSED WHERE CHANGEABLE WITH ANY OTHER s� P COMPONTENT UNLESS OTHERWISE SHOWN. T99� B FOOTINGONAL SEE SCH OPEN LATTICE -TYPE COVER I!=: THIS OPEN LATTICE. SCALE HTS MAY.MBE COVE TYPE "E" ATTACHED SINGLE SPAN LATTICE 'STRU 1 * ~ �Ny . C�337�9� �Eo SET MAX PROU. CJ\P. =I . �y� SEE SCH NOTE: THIS OPEN LA AND SPACM MAY I=RE COVE A� 0. 4' _ 291�L OLF SAH i Ll�' LENGTH OF STRUCTURE VARIES SEE I LENGTH OF STRUCTURE VARIW POST WRIT SIDE PLATES SEE DETAIL EACH COMPONENT IS INTER- 3 I!P sue ATTACHMENT E WITH ANY OTHER p PERMITTED. WHERE NT UNLESS OTHERWISE SHOWN. rT@� SEE SCHEDULE FOOTING WHERE REOUIRED, F SEE SCHED. FOR FOOTING CUBE SID? '_ 74 TYPE "F" ATTACHED MU.LTISPAN FOO STRUCTURE NOTE: THIS OPE" UT-fICE TYPE srnucTRIRE MAY NOT BE COVERED. MAX P.. a4' -SEE SCHEDULE ®L LENGTH OF STRUCTURE VARIES DRAWN 9Y: E.N. 31? SUB SEE POST DET NOTE: EACH COMPONENT IS INTER- SED TOYCOBEMM NST e UPMO ERI 0195 3 1T Su9 CHANGEABLE WITH ANY OTHER FOOTING, SEE 604EDULE 10, m a'30 psf DURALUM PRODUCTS, INC. MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN.r SCALE: NONE NOTE: EACH COMPONENT IS INTER- STRUCTURES TO TO CONSTRAIN 8M ALPINE AVE, SACRAMENTO, CA 95x28 SHEET 3 OF 33 CHANGEABLE WITH ANY OTHER �T1A, FOOTING. SEE SCHEDULE OPEN LATTICE -TYPE COVER FOOTING WHERE REOU IRED COMPONTENT UNLESS OTHERWISE SHOWN. SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE BONED. FDR FOOTINO CUBE SIM TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE I TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN 9Y: E.N. TOM CAMPBELL & ASSOCIATES, INC. LNE lOAO = -1 PA Y M O. UPMO ERI 0195 �ATE:1ao1rmlz COMMERCIAL AND RESIDENTUL STRUCTURAL ENGINEERING OPEN LATTICE 10, m a'30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO d1CAMONKLA, CA (951) 711.21W STRUCTURES HORLT WINO - 98,1006 l0 MPH 8M ALPINE AVE, SACRAMENTO, CA 95x28 SHEET 3 OF 33 REVISED BY: (91BI 162.7021 FAX 1031319 bbt®dUrdun.oan ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.- NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE f +k SQ. POSTS. SIZE VARIES * SEE SHTA 5 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X B 12' SIDE PLATES. SOLID PANEL TYPES ANGATTACHMENT CHANNEL ALUMINUM SEE DETAILS - µ0 TMF rBERE y,��fs ROOF PANEL MIN. 0.25' SLOPE PER FT �fCnSCHEDULE ov SEE SPANS O. 'O.M' NOT TO EXCEED 25% 1 OF SPAN OPTIONAL CANTILEVER SEE SCHEDULE FOR POST SPACING 3 12' SLAB ALTERNATE: I ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX HT.= 17 NOTE: NO SPLICE AT THIS ' POST AND A END BAYS. FOOTING WHER!FtEOU0;tED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INI CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTH TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS. SIZE VARIES ALTERNATE: 312' SLABSINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACI t CE AT THISND BAYS. SEE DETAIL FOR SPIKE41 -� P +t SQ. POSTS, SIZE VARIES TMf aRIO oj f OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ?s% OFl�2 312' SLAB ALTERNATE: MAYATTBE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE NOTE. O SPLICE AT THIS MAX HT. 17 POST AND AT END BAY TING WHERE REQUIRED SEE SCHEDULE FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- �,Q CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION l.w ...�� EXP. 111 PbF PANEL MIN. 0.25' SLOPE PER FT SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN BEAj I SEE DETAIL FOR SPLICE - M t SO. POSTS, SIZE VARIES 12 x 9' STEEL ROD NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION ALTERNATE: 3 12' 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 SPACING % �H� SPLICETHIS P OAT END BAYS. NOTE: EACH COMPONENT IS INTER - 12 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION ORA- BY: Ell. TOM CAMPBELL a ASSOCIATES, INC. LIVE LOAD • PATIO: DATE: 1001=12 Sq�p PANEL 10, 20 a 70 pd DURALUM PRODUCTS, INC. IAPMG ERI olos SCALE: NOME COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORQ WIND • SM ALPINE AVE.. SACRAMENTO. CA vss2o REVDB1.: RANCHOCUCAAgNgA,CA (061)741-2107 Y0,1o0a110MPH (Yto)�s2•r021 FAxtst0 alw�duMm.com SHEET 2 OF 33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ' CUBE FTG. 18' ALUM.'rSRACIET LOSE WITH - 2D' 21' SO. 12' T BRACKET I POST TYPE B,C,D, OR E 16' STEEL POST ONLY: 28' SO. 20' 3 -SO. POST W/ POST TYH•J K 23' USE POST TYPE F, G, H. J OR K (3 8'0 BOLTS FOR POST TYPE J 25- (2}4f 12 SMS EA - 2r 3r 43' So. 30' 3'SQ. POST SIDE OF POST OR SO 3. POST 'LLuµTBAACKET: USE (2+3611 Han 32* 38' ' 34' 1/4'4 PO M.B. THROUGH POS TS C EGUAL y .T. I 1/2 DEPTH I 40' (2F1!2 0 BOLTS 18'INSERT 4r SEE NOTES BELOW USE 2) 90 Han KWIK R FOOTING OR I FORALLOTHER CONDITIONS 4 S X.188' POWERS WEDGE- - — BOL>'s oR EQUAL tr MIN. EMBD. I I ASTM A36 BOLT�S�+yOR EQUAL, EACH Bk4d(C TO 2 %' EMBEOMENT DEPTH .-.' I :: STEEL 1 SLAB. MINIMUM DISTANCE TO FOR KWIK BOLTS) �1: I I T.O.C. [(2}1/4'0 EDGE OF SLAB = 4' ORBASE TO CRACK = 10' 4 W Pa ASTM A572 STEEL (I j;' MIN. EMBEDMENT) �••' :• o �Z m a DE rrH SLAB SHALL BE IN POURED CONCRETE LONG, 1 � ;•' �� • GOOD CONDITION FOOTING SEE NOTE FROM ENO .' OF POST L� •. m 3- SO. POST (STL.) So�onNO z OR FLUTED 3 1/7 MIN. SEE POURED SQUARE, SEE FTG. OR 4' SO. POST (STL.) QU SCHEDULEIN SCHEDULE IN BEAM INSERT BEAM SPAN TABLE FOOTING SPAN TABLE PL.S/B'THK. -' ' EXISTING SLAB 7 B 3' SQ. POSTS TO CONC. FOOTING 8 SQUARE POST EMBED. INTO FOOTING 9' ..___ -.-.__...___.._....__._..__..._..__.._......__._..._...... 11/2' a• 11R' ATTACHED ALTERNATE FTG. CUBE SIZE SCL 1Ir DEEP ' CUBE FTG. 18' 1B' SO. 12" 2D' 21' SO. 12' 2r 25' SQ. 16' 24• 28' SO. 20' 26' 3r SO. 23' 2B' 35' SQ. 25- 34r 39' SO. 2r 3r 43' So. 30' 34' 4r so. 32* 38' 51* so. 34' 3B' 55' SQ. 3r 40' 80' So. 39' 4r 64' SQ. 41- r69' 69- SQ. 43• ' CUBE FOOTING W14' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23• a 24' CUBED (2}I170 3 1/4' 25'- 30' CUBED (4)-1/IO 3 1/4' 31'-34'CUBED (4}5B'0 4- 35• - 39' CUBED (4),v4'0 4 3/4' 40' - 4r CUBED (4)•1/4'0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED NOTES: 1. DO NOT USE ALUM. 'r BRACKET WITH 3X8 BEAM WANSERT, MAG BEAM, 4' OR r I.8EAMS. 2. POST TYPE E INSTALL WARNER PI ATF_, 2-X)6'X5)j-AT STEEL 'r BRACKET. 3. POST TYPE F DO NOT USE STEEL T BRACKET W(T I -BEAM. WELDED STEEL BASE PLATE 10 BASE PLATE SCHEDULE PLATE SDS MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SQ. x 5/8' B, C, D, F, G, a H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE a TYPE) (4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS 9'x9•x 511' STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4' EMBEDMENT DEPTH) .� ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C 10' OR LESS 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 18 DEEP 18" DEEP 18 DEEP 20' OR LESS 4'-0" SQ x 4'-7" SQ x 5'-0' SQ x 18 DEEP 18 DEEP 18 DEEP Amy C37M 03/31/p AWN BY: EN TOM CAMPBELL a ASSOCIATES, INC. COLUMN LIVE LOAD • PATI CO M AS MFG. BY: IAP140 ERI 0125 JJDDAATE:1Dotnol2 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 2D a 3o Pd DURALUM PRODUCTS, INC. SCALE NONE µp EMBEDMENT HORIZ WIND • 8289 ALPINE AVE- SACRAMENTO, CA 991128 BED �, RANCHO CUCAMOlgA CA (9111) 74+a+m 90. 100 a 110 MPH (9te) 4112.7021 FAX 40511119 "ala®dtrNlKn.mm SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52• .61' GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00 " 2.00' 1.79' r 7 2.5r SPLICE WHERE OCCURS ' �' 9PLIC OCCURS 4.6' SPLICE WHERE OCCURS 07S TYP. rySQ. 14"R TY.P. 2.19' 2.04• 2•04' ow TYP. 2.oe• .� 4.0000• �. .28" 2,93"�- x r ASTM A653 GRADE 40 .038' R.F. GUTTER FASCIA-ALUM. ALLOY 3004-H36 O ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T8 O E 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM � 5 NAL F `ryfq s.a 3.0' 3• ERRE ��C a= SPACE WHERE. 2• C37948* � 2" y .042" 070 •042• oar TYP. 110" TYP. 1 1 ALUM. ALLOY 6063-TS L__T`.. 1 ALUM. ALLOY 6063-T6 AL M. ALLOY 3001 H36 OR EQUAL I J ALUM. ALLOY 3004-H38 OR EQUAL � ALUM. ALLOY UAL H38 OR EQUAL O K 4" I-BEAM O 7" I-BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3" _T 3' e• �" MAX. 3' I '� _ 6 I 1375' Pi 5' . —� 042" 8' +042• 042' T • 12 oR a OA 7.6 5" ASTM AM GRADE 30 � T " 0.12s• 6.858• ALUM ALLOY608>TE L—J. ALUM. ALLOY 3001+436 EQUAL _T ALUM. ALLOY 3001+13e _TOR OR EQUAL . 25' .375' ALUM. ALLOY 3004-MM OR EQUAL OL OM DBL. 3 x 8 BEAM ON --1 2.675" F�'� 3 x 8 BEAM O7" I-BEAM "C" OP 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT U1PMO EW 0165 DRAWN BY: E.N. DATE: 10101!1012 NONE TOM CAMPBELL 8 ASSOCIATES, INC. COMMERCIAL AND RESIOENTLAL STRUCTURAL ENGINEPRINO BEAMTYPES LAS Lam'PA710 10. 20 8 00 W a 0 COVER SYSTEM AS MFG. : OURALUM PRODUCTS, INC. � x � SHEET 11 OF 33 R RANCHO CUCAMONGA CA (Y51)741.21O7 00 100 11 MPH 467--Mi FA iva00m 10# L.L. 100 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C I 1 10# L.L. 100 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP j DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"z8" BEAM w/INSERT DBL. 3"x8" BEAM 0.20 LOM - 10. p & 30WI > H 10'-6' 10'-9" 28 G OR 3"x8"BEAM. EACH w/ A 3"x8" STL. INSERT 23'-2' 35 J FREESTANDING IIQSLL 32' 8" 38 J 6289 ALPINE AVE- 8ACRAMENTO, CA 96626 5' S o 3 MAX.COL. SPACING MAX.POST SPACING FTG. MIN. MAX.POST FTG. SPACING ' MIN. SP CP NG ST SPAC NGT MIN. ST MIN. MAXPOST MIN. MIN. FTG. FTG. FTG. POST FTG. SPAC4NG FTG. POST FTG. SPACING FTG• POST FIG. POST m_ 23'-2" 37 32'-8" 41 K POST POST FOR GBL. FOR 3''x 8' (SPAN) 9'-8" 28 G ON SLAB* (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN TYPE 5' 13'-7" 10'-3"0.-3" 14'-3" 33 B 1 15'-7; B 22 10' 6.10'-6" 10'-9; B 1 23 B 25 32'-8" 9'-2" 27 2830 C 5• 19'-0" 33 J 2T-8" 36 , J 7. 21 5.7" G 4 0'-9' B 21 23'-2' 27 �" 2T 8" 39 K 8'-9" 27 9'=8" B 20 14'-3" B 22 9' 3" 9'-9" 20 20'4'-""' 25�- 29'-1 B 29 E , 6 6 -11-4" �• T 8" 8' 2" 28 G 7'-3" 7'-9" 27 G 14'-3" 25'-10" 38 K 25 9'-3' 9'-9" B 22 0'-4' 8'-6" 28 28 29'-10" 11'-8" 29 31 C 24 4" 35 J 7 " 9'-8- 9'-2' B 20 13'-3" B 23 8'-7' 9'-1" 20 19'-0' C 26 2T-0" 29 E , 7 24'-4' 38 �-2• 8''2' 29 22 13'-3' 10'-9" 28 G 25 8'-7' 9'-1' B 22 19'-0" 10' B 28 7' 8" B' 2" 30 32 10'-9' 30 8 8'-6" 8'-9" B 21 12'-4' B 24 Tom' 8'-2" 21 1T-1" 26 25'-1 C 30 F 8. G 14'-7- 31 H 8.9- 11 23 12'-4" H 26 Tom" 8'-2" B 22 1T-1" 29 25'-10" 33 E 12' 9 7'-7" 8'-0' B 22 11' 8' B 24 T-3' 7'-9" 12' 27 24' 4' C' 31 F 9• 9'-9' 31 H 8. 6- 3' W 32 I 24 11' 8" 20' 4' 36 a 26 7'-3" 7'-9' B 7'-4" 30 G 29 24' 4" G 33 191-8" 33 J 13' 10' 6'-9" 8 2"8 B 2224 10'9" B 2426 6' 8" T-4" E14'-7' 3 C 2 31 -;3 F. 10' -2" 0 9" 6'-8" 4" B 30 3'-2" 11' " 6'-2- 8'-0" B 23 10'-2" B 25 6'-5" 6'-9' E 28 21'-3" 31 F 11' 8 -W 25 10'-2" 27 6'-5" 6'-9' B C 30 21'-3" 3412' 7 B 23 9'-9' B 25 6'-0 6' S' 22 13 6 E 28 20'-4" 32 F 12' 5'-8" 7'-7" 25 9'-9' 27 6'-0" 6'-5" B 24 13' 6" C 30 20'-4" 35 13' S'-2" 7'�" B 2325 9'-5" C 2 28 5' 8' 6' 2' 2224 12'12,-10' E 2831 19' 9 3235 F 13' �. 9.-5' B S 8" 6 -2" �- 1 10# L.L. 100 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP j 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 A FREESTANDING COVERS • 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" \3 FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. DRAWN BY: E.N. 10'-3" 28 H 0.20 LOM - 10. p & 30WI 15'-7" 31 H 10'-6' 10'-9" 28 G GATE: tOgt/2012 SCALE: NONE 23'-2' 35 J FREESTANDING IIQSLL 32' 8" 38 J 6289 ALPINE AVE- 8ACRAMENTO, CA 96626 5' 5 REVISED �yLym eY_ 0'-3' 30 G 90.100 8 110 MPH 15'-7" 33 J 10'-6" 10'-9" 30 H 9'-3" 9'-9" 28 G 23'-2" 37 32'-8" 41 K 9'-8" 28 G 14'-3" 31 H 20'-4' 34 J 29'-1 37 i J . 6 6 9'-8" 29 14'-3" 33 J 9'-3' 9'-9' 30 8'-7' 9'-1" 27 G 20'x' 36 29'-10" 40 K 9'-2" 27 13'-3" 30 H 19'-0" 33 J 2T-8" 36 , J 7. -2" 29 G 13' 3" 32 I 8'-7" 9'-1" 29 7'-8" 8-2- 26 F 19'-0" 35 2T 8" 39 K 8'-9" 27 12'x" 29 G 1T-1" 32 1 25'-1 36 J 8' 8 8'-9" 29 G 2'-4' 31 I T 8" 8' 2" 28 G 7'-3" 7'-9" 27 G 1T-1" 34 J 25'-10" 38 K 9 8'-6" 28 G 11'-8" 29 G 16'-1" 31 I 24 4" 35 J 9' 8' 6' 30 11'-8" 31 H 7'-3" 7'-9" 29 6'-8" T 4' 28 G 16'-1" 34 J 24'-4' 38 8''2' 29 G 10'-9" 28 G 15'-35'-3' 3133 H 23'-3-2" 3 37 J 10' B' 2" 30 10'-9' 30 H 6'-8" a" 30 6'-5" 6'-9" 29 G I CJ 8'-0" 29 G 10'-2" 29 G 14'-7- 31 H 21'3" 34 J 11 8'-0" 30 H 10'-2" 30 H 6'-5" 6'-9" 30 H 6'-0" 6'-5" 29 4'-7' 33 I 21'-3" 36 (� 12' T-7" 29 G 9'-9" 29 G 13'-6* 30 H 20'-4" 34 J 12' 7'-7" 31 H 9'-9' 31 H 6'-0" 6'-5" 31 H 5'-8' 6'-2" 30 G 3' W 32 I 20' 4' 36 a 7'-4" 30 G 9'-5" 30 G 12-1 30 H 191-8" 33 J 13' 13 T-4' 32 I 9'-5" 32 I 5'-8" 6'-2" 30 I 2' 10" 32 I 19'-8' 35 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 A FREESTANDING COVERS • 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" \3 FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. m ,948 F 31v4r) DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LATTICE POST SPMING TABLE 0.20 LOM - 10. p & 30WI PATIO COVER SYSTEM AS MFG. DURALUM PRODUCTS, INC. "MO ER/ 0196 GATE: tOgt/2012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCK/RAL ENOINEER0V0 FREESTANDING IIQSLL Hoa¢ WIND • 6289 ALPINE AVE- 8ACRAMENTO, CA 96626 SHEET 27 OF 33 REVISED �yLym eY_ RANCHO CU(JUMONOA CA (961) 741.2107 AND ATTACHED eo MPH 90.100 8 110 MPH (916) 464.7071 FAX 405/619 al�eudumm." m ,948 F 31v4r) 1 10# L.L. 90 MPH — ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C 1 10# L.L. 90 MPH — FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C I 5- OfIALVN BY: EllLATTICELIVE QAi@ 101012012 3" SQ. STEEL BEAM I DBL. 3 -x8 -x042 -BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM INS RT DBL. 3"x8" BEAM 27 G 15'-7' OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT G 5 D MAX.COL MAXPOST MAX.POST MAXPOST MAXPOST MAX.POST MAXPOST MIN. MIN' SPACING SPACING MIN. MIN. MIN. MIN. ~ m 3 SPACING SPACING FTG, FTG SPACING FTG, FTG FTG FTG SPACING FTC,, FTG FfG FTG POST FOR DBL FOR W x 8' POST POST POST POST REVISED BY: RANCHO CUCitMpNGA CA (Get) Tit 2t0f ON SLAB • (SPAN) IN.) TYPE (IN.) (SPAN) ( (IN.) TYPE (IN.) 2'x8.5 -X.032- BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE (Yte��52-7021 FAX NOS161i aY�OurWinoom 5' 13'-7' '' '-3' B 18 15'-T 20 10'-6' 10'-9" B B 18 23'-2' B 23 32'-8" 26 26 �' , S 9'-3' 9'-9' 26 F 29'-10' 35 J 6- 6- 19 15'-7° 28 22 10'-6' 10'-9' 21 9'-3" 9' 9' B 14'-3' 13'-3" 20 23'-2' B 25 32'-8" 9'-3" 9' 9' 28 G 28 29'-10' 37 6 11-48• B 18 14'-3' G 18 20'-4" 23 29'-1 ' 27 E , 6 2' 27 20 14'-3' 30 23 9'-3' 9'-9'B B 2123 8 -r 9 -1 • '-1" 20 -4- C 26 29'-10' 27'-8" 37 29 8, �,9,-8"2. 25 G B 1 21 13'-3; B 1 19' 2 2T 2 E T 27 12'-4 11'-8" 30 3,-3' 7' 8' 8'-2' 27 G 8'-7- 22 T-8" 8'-2' B 21 9'-0' C 26 2T 8" 90 30 26 G 8 8 -6'-9' 7'-3' T-9" 26 F B 20 12'-4' B 19 1 T-1' 24 25'-1 28 F 8 29 7'-3' 7'-9' 27 G 16'-1"I 15'-3' G 21 12'� 24'x" 35 24 T-8" 8'-2' 22 7'3' 7' 9' B 21 1 T-1' C 27 5'-10 G 30 G 8'-8" T-4" 26 23'-2'3310 J T-7-0• 17.W B 20 11'-8' B 20 16'-i" 25 24'-4" 299 910' 6'-8' -4' 28 15'-3"I 14' 7" G 3'-2' 35 22 11'-8' 24 7•3 -9' B 23 6' 8"7'-4' 27 21 16'-1' C 27 24' 4" 6'-5' 6'-9' 27 G 3F g -0• 6'-9' B 21 10'-9" B 20 15'-3' 25 T -2'29F 14'-7'H G 10'-2' 28 22 10'-9' 25 68�' C 23 6'-5' 6' 9 6'-0" 6'-5" 28 G 22 15'-3' E 28 3'-2" 32 29G 11 6'-2' B 21 10'-2" B 20 14'-7" 26 21'-3" 29 F , 1112' 0' 28 G 23 10'-2' 19'-8' 31 1 B 25 6'-5- 6'-9' C 2325 6' " 6' S"6'-5" ?2 14'-7' E 28 21'-3" G 32 30 H 5'-8' 2'-10'H B 2123 9,-9" B 2 13 83-6" 228 20' 2 327 F 12' •7' 9,-9" B 6 -0° C 2 5'-8' 6-2' 22 E ' 4" 13' S'-2' B 2124 9'-5'9'-0' B 21� 12'-12'-10' 2 19 3 33 F 13' 4• B 26 5'-8" 6'-2• 28 9'b" 1 10# L.L. 90 MPH — FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C I 5- OfIALVN BY: EllLATTICELIVE QAi@ 101012012 10'-3' 27 G 15'-7' 30 G SCALE: NONE 10'-6" 10'-9" 27 F 23'-2' A MPH 32'-8" 36 J SHEET 28 OF 33 5- REVISED BY: RANCHO CUCitMpNGA CA (Get) Tit 2t0f 0'-3' 28 (Yte��52-7021 FAX NOS161i aY�OurWinoom 15'-7' 14'-3' 32 I 10'-0' 10'-9' 29 G 23'-2"J 20'-4" 32'-8" 38 K 9'-8' 26 G 29 G 9'-3' 9'-9' 26 F 29'-10' 35 J 6- 6- ' 8' 28 14'-3' 13'-3" 31 H 9'-3" 9' 9' 28 G 0'-4"J 19'-0" 29'-10' 37 26 G 28 G B'-7' 9'-1' 26 F 27'-8" 34 J , 7 2' 27 13'-3' 12'x' 30 H 8'-T 9'-1' 27 G 19'-0"J 17'-1" 27'-8" 37 8, 25 G 28 G T-8' 8'-2' 25 F 25'-1 34 J 8' 8'-9' 27 12'-4 11'-8" 30 7' 8' 8'-2' 27 G 17'-1'I 16'-1" H IG 25'-10 38 90 8'-6' 26 G 27 G 7'-3' T-9" 26 F 24'-4" 33 J 9' 8' 6' 27 11'-8" 10-9' 29 7'-3' 7'-9' 27 G 16'-1"I 15'-3' G 24'x" 35 8'-2' 26 G 27 G 8'-8" T-4" 26 23'-2'3310 J 8'2'28 10'-9' 10'-2" 29 6'-8' -4' 28 15'-3"I 14' 7" G 3'-2' 35 8'-0' 27 G 27 G 6'-5' 6'-9' 27 G 21'-3" 32 1 g -0• 10'-2' 9'-9'28 29 6'-5' 6'-9' 29 14'-7'H G 21'-3' 34 J12' 28 G 6'-0" 6'-5" 28 G 20'0 323 IJ 12' T7' 29G 9'-9' 9'-5 29 6'-0' 8'-5' 2928 3 8" H 12'-1 G �' =,13 r H 28 G 5'-8" 6'-2" 28 G 19'-8' 31 1 1 '30 G 9'S' 30 H 5'-8" 6'-2' 30 H 2'-10'H 19'-8" 33 J NOT, FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED e- EACH SIDE FOR FREESTANDING ONLY, SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED i FREESTANDING COVERS THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SNAIL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN N THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B� ,I /� FIGURE INDICATES EXPO WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 1I)e Lei OfIALVN BY: EllLATTICELIVE QAi@ 101012012 TOM CAMPBELL 8 ASSOCIATES, INC. Post SPACING TABLE LOAD • t0, 20 a 30 pd : DURALUM PRODUCTS, INC. tAPMO ER! 01 W SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED A MPH SM ALPINE AVE, SACRAMENTO. CA Yee2E SHEET 28 OF 33 REVISED BY: RANCHO CUCitMpNGA CA (Get) Tit 2t0f 101 LL Y0 MPH oMOR t to (Yte��52-7021 FAX NOS161i aY�OurWinoom 1I)e Lei